Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutAGENDA REPORT 2023 0405 CCSA REG ITEM 09BCITY OF MOORPARK, CALIFORNIA
City Council Meeting
of April 5, 2023
ACTION APPROVED STAFF
RECOMMENDATION.
BY A. Hurtado.
B. Consider Plans and Specifications and Project Approval and Authorization to
Advertise for Bids for New City Hall Tenant Improvement Project at 323 Science
Drive; Waiver of Contractor Pre-Qualification Process; and Determination of
Exemption Under the California Environmental Quality Act in Connection
Therewith. Staff Recommendation: 1) Approve the plans and specifications for
the New City Hall Tenant Improvement Project; and 2) Waive bidder
prequalification; and 3) Authorize staff to advertise for bids. (Staff: Jessica
Sandifer, Community Services Manager)
Item: 9.B.
MOORPARK CITY COUNCIL
AGENDA REPORT
TO: Honorable City Council
FROM: Jessica Sandifer, Community Services Manager
DATE: 04/05/2023 Regular Meeting
SUBJECT: Consider Plans and Specifications and Project Approval and
Authorization to Advertise for Bids for New City Hall Tenant
Improvement Project at 323 Science Drive; Waiver of Contractor Pre-
Qualification Process; and Determination of Exemption Under the
California Environmental Quality Act in Connection Therewith
BACKGROUND
In October 2021, the City Council authorized the purchase of 323 Science Drive as the
location for a new City Hall. Escrow closed in February 2022, and on February 16, 2022,
the City Council approved an Agreement with SVA Architects, Inc. (SVA) for Architectural
Design Services for the Tenant Improvements. SVA has been working on a
comprehensive tenant improvement project to reconfigure the building to provide enough
office space to house all staff, create a new public counter and a new City Council
chamber.
DISCUSSION
SVA has completed the construction drawings and specifications and thus, the project is
now ready to go to bid. As a reminder, the Science Drive building was originally
constructed in 1999. The pre-acquisition building inspection identified a number of
deferred maintenance items that needed to be addressed primarily a new roof,
replacement of half of the heating, ventilation, and air-conditioning (HVAC) equipment
and associated ductwork, and replacement of leaking window seals. In addition to design
of these “unseen” but important improvements, the Architect and staff have done
diligence on the scope of the interior tenant improvement design, which includes a full
office space build out of an existing warehouse area. The design has been refined several
times to ensure an effective working environment for staff, and a friendly public counter
experience, along with correction of all deferred maintenance items.
As a cost saving measure, the project re-uses all the existing office spaces on the second
floor to reduce the number of newly constructed office spaces; includes full renovations
of the existing restrooms to address accessibility issues and replaces outdated tiles and
Item: 9.B.
128
Honorable City Council
04/05/2023 Regular Meeting
Page 2
countertops, and adds one additional restroom facility to serve the Council Chambers
which is required due to increased capacity per the California Building Code. In addition
to addressing accessibility issues throughout the building, the lower floor is being
converted to the Development Services space, which includes new office and cubicle
spaces for Community Development, Public Works, and contract Building and Safety
staff. Also on the first floor, a new larger City Council Chamber with seating for 80 people
is anticipated, along with a larger City Council conference room for closed session and
committee meetings, and an expanded vault and storage area. On the second floor a
collaboration space has been designed for staff to have informal planning meetings and
a space outside of assigned workspaces to be creative. There is also a mini suite that
can be leased out to other government agencies as a location from which legislative or
congressional representatives can serve the east County. All audio/visual needs for the
Council Chambers and conference rooms, as well as an emergency power generator
have been added. Several items have been identified as bid alternates. Bid alternates
allow the City to determine if certain improvements that were planned to be deferred,
could be included if the bid costs were favorable. If bid costs are not favorable, the items
would continue to be deferred. Identified bid alternates are parking lot pavement and
striping improvements, full replacement of plumbing fixtures, and identified landscaping
improvements. In accordance with Public Contract Code Section 20103.8, the lowest bid
shall be the lowest bid price on the base contract without consideration of the prices on
the additive or deductive items.
The Architect has prepared a construction estimate based on the construction drawings.
The current estimated cost to construct the tenant improvements is $6,700,000. Staff
recommends adding a 10% contingency for unforeseen items for a total cost of
$7,370,000. The City Council has previously approved the procurement of office
furnishings for $756,747. The total cost inclusive of construction and furnishings is
estimated at $8,126,747. It is important to remember that the ultimate construction cost
will depend on the bids that are received which may be less than or exceed this budget
estimate. Staff will allocate funding for the project upon award of the construction
contract.
City Administrative Policy F-4 - Pre-Qualification of Bidders, generally requires that
construction projects with an estimated cost exceeding one million dollars ($1,000,000)
shall require pre-qualification of bidders. However, the Policy does allow the City Council
to waive the pre-qualification for any project. At this time, staff is recommending waiver
of the contractor pre-qualification requirement. While contractor pre-qualification can
provide surety of a contractor’s financial ability to undertake the project, it will also limit
the pool of available bidders, since a contractor who is not pre-qualified would be unable
to bid. Many times, contractors choose to skip the prequalification process simply
because it is time consuming. In the current bidding climate, it is advantageous to the
City to get as many interested contractors to bid on the project as possible, with the goal
of obtaining favorable bid pricing for the project.
At this time, staff is requesting approval of the project and authorization to bid and waiver
of the bidder pre-qualification.
129
Honorable City Council
04/05/2023 Regular Meeting
Page 3
ENVIRONMENTAL DETERMINATION
The Community Development Director has reviewed this project and found it to be
Categorically Exempt in accordance with Section 15301 (Class 1: Existing Facilities) of
the CEQA Guidelines because the project is for a tenant improve project on an existing
building with negligible expansion of use. Therefore, staff has determined that there is
no substantial evidence that the project would have a significant effect on the
environment.
FISCAL IMPACT
There is no fiscal impact associated with approval of the plans and authorizing advertising
for bids. Staff will return once bids are received to outline the financing and allocate funds
for the project.
COUNCIL GOAL COMPLIANCE
This action is consistent with City Council Economic Development Strategy, Goal 3,
Objective 3.12: “Identify and transition to temporary City Hall location.”
STAFF RECOMMENDATION
1. Approve the plans and specifications for the New City Hall Tenant Improvement
Project; and
2. Waive bidder prequalification; and
3. Authorize staff to advertise for bids.
Attachment: Plans and Specifications
130
12853-0019\2476738v1.doc
CITY OF MOORPARK
CONTRACT DOCUMENTS
FOR
CITY HALL TENANT IMPROVEMENT PROJECT
IDENTIFICATION NO. P&R-2023-01
ATTACHMENT
131
TABLE OF CONTENTS
Page
-i- Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
NOTICE INVITING BIDS ................................................................................................... NIB-1
INSTRUCTIONS TO BIDDERS ........................................................................................... IB-1
CHECKLIST FOR BIDDERS .................................................................................................... 1
BID ..................................................................................................................................B-1
CHECKLIST FOR EXECUTION OF CONTRACT .................................................................... 1
CONTRACT ......................................................................................................................... C-1
PAYMENT BOND (LABOR AND MATERIALS) ................................................................ LMB-1
PERFORMANCE BOND .................................................................................................... PB-1
INSURANCE CERTIFICATES AND ENDORSEMENTS ................................................... INS-1
GENERAL PROVISIONS ................................................................................................... GP-1
SPECIAL PROVISIONS ..................................................................................................... SP-1
APPENDIX I - CITY HOLIDAYS
APPENDX II - CONSTRUCTION PLANSET
APPENDIX III - TECHNICAL SPECIFICATIONS
132
NIB-1 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
NOTICE INVITING BIDS
FOR
CITY HALL TENANT IMPROVEMENT PROJECT [the “Project”]
Identification number: P&R-2023-01
NOTICE IS HEREBY GIVEN that the City of Moorpark, California (“City”) invites sealed Bids for
the Project. The City will receive such Bids at the City Clerk’s office, City Hall, 799 Moorpark Ave.,
Moorpark, California 93021 up to _________ a.m./p.m. on ________________________, at
which time they will be publicly opened and read aloud. The official bid clock, which will establish
the official bid time, will be determined by the City Clerk’s Division of the City of Moorpark. Bids
must be submitted on the City’s Bid Forms.
SCOPE OF WORK. The Project includes, without limitation, furnishing all necessary labor,
materials, equipment and other incidental and appurtenant Work necessary to satisfactorily
complete the tenant improvement project of approximately 22,464 s.f. 2-story building, including
but not limited to selective demolition of interior improvements, construction of new council
chambers and support spaces, private offices, open office areas, restroom improvements,
millwork, finishes, lighting, convenience power, HVAC systems, security system, AV and
broadcast system, fire sprinkler modifications, FM200 system, fire alarm system, exterior wall
painting, window seal repair, exterior door infill and construction, site accessibility improvements,
exterior site improvements, roofing, rooftop HVAC units, emergency generator, and trash area
expansion and the associated enclosures, as more specifically described in the Contract
Documents. This Work will be performed in strict conformance with the Contract Documents,
permits from regulatory agencies with jurisdiction, and applicable regulations. The quantity of
Work to be performed and materials to be furnished are approximations only, being given as a
basis for the comparison of Bids. Actual quantities of Work to be performed may vary at the
discretion of the City Manager.
The project is located at 323 Science Drive, Moorpark, CA 93021.
OBTAINING BID DOCUMENTS. Bidders may obtain free copies of the Plans, Specifications and
other Contract Documents online by visiting www.moorpark.ca.gov/bidding. Bidders are
responsible for having the documents printed.
NON - MANDATORY PRE-BID MEETING AND SITE VISIT. A non-mandatory pre-bid meeting
will be held on ____________ at ________ a.m./p.m. at 323 Science Drive, Moorpark, CA 93021
followed by a non-mandatory site visit. Additional site visits will be offered prior to bid submittal.
No allowances for cost adjustments will be made if a Bidder does not attend the pre-bid meeting
and site visit and/or fails to adequately examine the Project site before submitting a Bid.
REGISTRATION WITH THE DEPARTMENT OF INDUSTRIAL RELATIONS. In accordance with
Labor Code Sections 1725.5 and 1771.1, no contractor or subcontractor shall be qualified to bid
on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract
Code, or engage in the performance of any contract for public work, unless currently registered
and qualified to perform public work pursuant to Section 1725.5 [with limited exceptions for bid
purposes only under Labor Code Section 1771.1(a)].
PREVAILING WAGES. In accordance with Labor Code Section 1770 et seq., the Project is a
“public work.” The selected Bidder (Contractor) and any Subcontractors shall pay wages in
133
NIB-2 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
accordance with the determination of the Director of the Department of Industrial Relations (“DIR”)
regarding the prevailing rate of per diem wages. Copies of those rates are on file with the Director
of Public Works, and are available to any interested party upon request. The Contractor shall post
a copy of the DIR’s determination of the prevailing rate of per diem wages at each job site. This
Project is subject to compliance monitoring and enforcement by the DIR.
BONDS. Each Bid must be accompanied by a cash deposit, cashier’s check, certified check or
Bidder’s Bond issued by a Surety insurer, made payable to the City and in an amount not less
than ten percent (10%) of the total Bid submitted. Personal or company checks are not
acceptable. Upon Contract award, the Contractor shall provide faithful performance and payment
Bonds, each in a sum equal to the Contract Price. All Bonds must be issued by a California
admitted Surety insurer using the forms set forth in the Contract Documents, or in any other form
approved by the City Attorney. Failure to enter into the Contract with the City, including the
submission of all required Bonds and insurance coverages, within fifteen (15) Days after the date
of the mailing of written notice of contract award to the Bidder, shall subject the Bid security to
forfeiture to the extent provided by law.
LICENSES. Each Bidder shall possess a valid Class A or B Contractor’s license issued by the
California State Contractors License Board at the time of the Bid submission, unless this Project
has any federal funding, in which case the successful Bidder must possess such a license at the
time of Contract award. Subconsultants shall possess a valid Class A, B or C Contractor’s license.
The successful Contractor must also possess a current City business license or purchase one
upon award of the Contract.
LIQUIDATED DAMAGES
The successful bidder will be required to complete all work within XXX calendar days from the
commencement date stated in the Notice to Proceed. In accordance with Government Code
section 53069.85, City will be compensated for damages incurred due to delays for which the
Contractor is responsible. The parties agree that determining City’s exact delay damages is and
will continue to be impracticable and extremely difficult. As such, for each calendar day in excess
of the time agreed upon for completion of the work, the Contractor shall pay to the City $125.00
per day, as liquidated damages and not as a penalty or forfeiture. Such amount shall constitute
the only payment allowed for damages resulting from Contractor caused delays. The City shall
have the right to deduct the amount of liquidated damages from any money due or that may
become due under the Contract.
The calendar days specified above includes the City’s Holiday Closures, as well as all legal
holidays. Inspection is not available on all holidays and weekends.
RETENTION SUBSTITUTION. Five percent (5%) of any progress payment will be withheld as
retention. In accordance with Public Contract Code Section 22300, and at the request and
expense of the Contractor, securities equivalent to the amount withheld may be deposited with
the City or with a State or federally chartered bank as escrow agent, which shall then pay such
moneys to the Contractor. Upon satisfactory completion of the Project, the securities shall be
returned to the Contractor. Alternatively, the Contractor may request that the City make payments
of earned retentions directly to an escrow agent at the Contractor’s expense. No such
substitutions shall be accepted until all related documents are approved by the City Attorney.
BIDDING PROCESS. The City reserves the right to reject any Bid or all Bids, and to waive any
irregularities or informalities in any Bid or in the bidding, as deemed to be in its best interest.
134
NIB-3 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
For further information, contact the City’s Project Manager Jessica Sandifer, City of Moorpark
(805) 517-6225, jsandifer@moorparkca.gov.
By: _____________________________ ___________________________________
City Manager Date
135
IB-1 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
INSTRUCTIONS TO BIDDERS
FORM OF BID. Bids shall be made on the Bid forms found herein. Bidders shall include all forms
and fill in all blank spaces, including inserting “N/A” (for not applicable) where necessary. Each
Bid must be submitted in a sealed envelope bearing the Bidder’s name and addressed to the City
Clerk with the Project name and identification number (as described in the Notice Inviting Bids)
typed or clearly printed on the lower left corner of the envelope.
DELIVERY OF BIDS. The Bid shall be delivered by the time and date, and to the place specified
in the Notice Inviting Bids. No oral, faxed, emailed, or telephonic Bids or alternatives will be
considered. The time of delivery shall be conclusively determined by the time-stamping clock
located at the City Clerk’s office. Bidders are solely responsible for ensuring that their Bids are
received in proper time, and Bidders assume all risks arising out of their chosen means of delivery.
Any Bid received after the Bid submission deadline shall be returned unopened. Bidders are
invited to be present for Bid opening. Accepted Bids shall become the property of the City.
AMENDED BIDS. Unauthorized conditions, limitations or provisos attached to a Bid may cause
the Bid to be deemed incomplete and non-responsive.
WITHDRAWAL OF BID. A Bid may be withdrawn without prejudice upon written request by the
Bidder filed with the City Clerk before the Bid submission deadline. Bids must remain valid and
shall not be subject to withdrawal for sixty (60) Days after the Bid opening date.
BIDDER’S SECURITY. Each Bid shall be accompanied by cash, a certified or cashier’s check
payable to the City, or a satisfactory Bid Bond in favor of the City executed by the Bidder as
principal and an admitted surety insurer as Surety, in an amount not less than ten percent (10%)
of the amount set forth in the Bid. The cash, check or Bid Bond shall be given as a guarantee
that, if selected, the Bidder will execute the Contract in conformity with the Contract Documents,
and will provide the evidence of insurance and furnish the specified Bonds, within fifteen (15)
Days after the date of delivery of the Contract Documents to the Bidder. In case of the Bidder’s
refusal or failure to do so, the City may award the Contract to the next lowest responsible bidder,
and the cash, check, or Bond (as applicable) of the lowest Bidder shall be forfeited to the City to
the extent permitted by law. No Bid Bond will be accepted unless it conforms substantially to the
form provided in these Contract Documents.
QUANTITIES APPROXIMATE. Any quantities shown in the Bid form or elsewhere herein shall
be considered as approximations listed to serve as a general indication of the amount of Work or
materials to be performed or furnished, and as basis for the Bid comparison. The City does not
guarantee that the actual amounts required will correspond with those shown. As deemed
necessary or convenient, the City may increase or decrease the amount of any item or portion of
Work or material to be performed or furnished or omit any such item or portion, in accordance
with the Contract Documents.
ADDENDA. The City may, from time to time, issue Addenda to the Contract Documents. Bidders
are responsible for ensuring that they have received any and all Addenda. Each Bidder is
responsible for verifying that it has received all Addenda issued, if any. Bidders must acknowledge
receipt of all Addenda, if any, in their bids. Failure to acknowledge receipt of all Addenda may
cause a Bid to be deemed incomplete and non-responsive.
FACSIMILE NUMBER AND EMAIL ADDRESS. Bidders shall supply the City with a facsimile
number and email address to facilitate transmission of Addenda and other information related to
136
IB-2 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
these Contract Documents. If the Addenda and other information are emailed, the City shall also
send all documents by facsimile or U.S. Mail. Failure to provide such a facsimile number and
email address may result in late notification. The City does not guarantee that it will provide any
information by facsimile, email, or both. A Bidder shall be responsible for all Addenda regardless
of whether Bidder received any such fax or email, and a Bidder shall have no recourse due to not
receiving such facsimile, email or both.
DISCREPANCIES IN BIDS. Each bidder shall set forth as to each item of Work, in clearly legible
words and figures, a unit or line item Bid amount for the item in the respective spaces provided
for this purpose.
In case of discrepancy between the unit price and the extended amount set forth for the item, the
unit price shall prevail. However, if the amount set forth as a unit price is ambiguous, unintelligible
or uncertain for any cause, or is omitted, or if the unit price is the same amount as the entry in the
“extended amount” column, then the amount set forth in the “extended amount” column for the
item shall prevail in accordance with the following:
(1) As to lump sum items, the amount set forth in the “extended amount” column shall be
the unit price.
(2) As to unit price items, the amount set forth in the “extended amount” column shall be
divided by the estimated quantity for the item set forth in the Bid documents, and the
price thus obtained shall be the unit price.
In case of discrepancy between words and figures, the words shall prevail.
COMPETENCY OF BIDDERS. In evaluating Bidder responsibility, consideration will be given not
only to the financial standing, but also to the general competency of the Bidder for the
performance of the Project. Each Bidder shall set forth in the designated area of the Bid form a
statement of its experience. No Contract will be executed with a Bidder that is not licensed and
registered with the DIR in accordance with State law, and with any applicable specific licensing
requirements specified in these Contract Documents. These licensing and registration
requirements for Contractors shall also apply to all Subcontractors.
BIDDER’S EXAMINATION OF SITE AND CONTRACT DOCUMENTS. Each Bidder must
carefully examine the Project site and the entirety of the Contract Documents, including any
addenda issued during the bidding period. Upon submission of a Bid, it will be conclusively
presumed that the Bidder has thoroughly investigated the Work and is satisfied as to the
conditions to be encountered and the character, quality, and quantities of Work to be performed
and materials to be furnished. Upon Bid submission, it also shall be conclusively presumed that
the Bidder is familiar with and agrees to the requirements of the Contract Documents, including
all Addenda. No information derived from an inspection of records or investigation will in any way
relieve the Contractor from its obligations under the Contract Documents nor entitle the Contractor
to any additional compensation. The Contractor shall not make any claim against the City based
upon ignorance or misunderstanding of any condition of the Project site or of the requirements
set forth in the Contract Documents. No claim for additional compensation will be allowed which
is based on a lack of knowledge of the above items. Bidders assume all risks in connection with
performance of the Work in accordance with the Contract Documents, regardless of actual
conditions encountered, and waive and release the City with respect to any and all claims and
liabilities in connection therewith, to the extent permitted by law.
137
IB-3 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
TRADE NAMES OR EQUALS. Requests to substitute an equivalent item for a brand or trade
name item must be made by written request submitted no later than the date specified in Section
4-6 of the General Provisions. Requests received after this time shall not be considered. Requests
shall clearly describe the product for which approval is requested, including all data necessary to
demonstrate acceptability.
DISQUALIFICATION OF BIDDERS. No Person shall be allowed to make, file or be interested in
more than one Bid for the Project, unless alternate Bids are specifically called for. A Person that
has submitted a sub-bid to a Bidder, or that has quoted prices of materials to a Bidder, is not
thereby disqualified from submitting a sub-proposal or quoting prices to other Bidders or from
making a prime Bid. If there is a reason to believe that collusion exists among the Bidders, all
affected Bids will be rejected.
RETURN OF BID SECURITY. The successful Bidder’s Bid security shall be held until the Contract
is executed. Bid security shall be returned to the unsuccessful Bidders within a reasonable time,
which in any case shall not exceed sixty (60) Days after the successful Bidder has signed the
Contract.
AWARD OF CONTRACT. The City reserves the right to reject any or all Bids or any parts thereof
or to waive any irregularities or informalities in any Bid or in the bidding. The Contract award, if
made, will be to the lowest responsible, responsive Bidder and is anticipated to occur within
sixty (60) Days after the Bid opening. The Contract award may be made after that period if the
selected Bidder has not given the City written notice of the withdrawal of its Bid.
DETERMINATION OF LOWEST BID. In accordance with Public Contract Code Section 20103.8,
the lowest Bid shall be determined as follows: The lowest bid shall be the lowest bid price on the
base contract without consideration of the prices on the additive or deductive items.
TRENCHING. If the Project involves the construction of a pipeline, sewer, sewage disposal
system, boring and jacking pits, or similar trenches or open excavations, which are five (5) feet
deep or more, then each Bidder must submit, as a Bid item, adequate sheeting, shoring, and
bracing, or an equivalent method, for the protection of life or limb, which shall conform to
applicable safety orders. This final submission must be accepted by the City in advance of
excavation and must include a detailed plan showing the design of shoring, bracing, sloping, or
other provisions to be made for worker protection from caving ground during the excavation Work.
If such plan varies from the shoring system standards, the plan shall be prepared by a registered
civil or structural engineer.
LISTING SUBCONTRACTORS; SELF-PERFORMANCE. Each Bidder shall submit a list of the
proposed Subcontractors on the Project, as required by the Subletting and Subcontracting Fair
Practices Act (Public Contract Code Section 4100, et seq.). Contractor shall self-perform not less
than 50% of the Work, in accordance with Section 3-2 of the Standard Specifications.
EXECUTION OF CONTRACT. The selected Bidder shall execute the Contract in the form
included in these Contract Documents within fifteen (15) Days from the date of delivery of the
Contract Documents to the Bidder. Additionally, the selected Bidder shall also secure all
insurance and Bonds as herein specified, and provide copies to the City, within fifteen (15) Days
from the date of delivery of the Contract Documents to the Bidder. Failure or refusal to execute
the Contract or to conform to any of the stipulated requirements shall be just cause for the
annulment of the award and forfeiture of the Bidder’s security. In such event, the City may declare
138
IB-4 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
the Bidder’s security forfeited to the extent permitted by law, and the City may award the Contract
to the next lowest responsible, responsive Bidder or may reject all bids.
NO COMPENSATION FOR COSTS INCURRED PRIOR TO CONTRACT EXECUTION. All costs
incurred by the selected Bidder prior to Contract award and execution of the Contract by the City
shall be at the Bidder’s sole risk. City shall have no liability for costs incurred prior to its execution
of the Contract.
SIGNATURES. The Bidder shall execute all documents requiring signatures, and shall cause to
be notarized all documents that indicate such a requirement. Bids submitted as joint ventures
must so state and be signed by each joint venturer. The Bidder shall provide evidence satisfactory
to the City, such as an authenticated resolution of its board of directors, a certified copy of a
certificate of partnership acknowledging the signer to be a general partner, or a power of attorney,
indicating the capacity of the person(s) signing the Bid to bind the Bidder to the Bid and any
Contract arising therefrom. Alternatively, Bids submitted by corporations must be executed as
specified in Corporations Code Section 313, and Bids submitted by partnerships must be
executed by all partners comprising the partnership.
INSURANCE AND BONDS. The Contractor shall not begin Work until it has given the City
evidence of all required insurance coverage (including all additional insured endorsements), a
Bond guaranteeing the Contractor’s faithful performance of the Contract, and a Bond securing
the payment of claims for labor and materials.
TELEPHONES. Bidders are hereby notified that the City will not provide telephones for their use
at the time of Bid submission.
INTERPRETATION OF CONTRACT DOCUMENTS. Any Bidder that is in doubt as to the
intended meaning of any part of the Contract Documents, or that finds discrepancies in or
omissions from the Contract Documents, may submit to the City a written request for an
interpretation or correction not later than ten (10) Days before the Bid submission deadline. Such
submission, if any must be sent to the Project Manager, Jessica Sandifer by emailing to
jsandifer@moorparkca.gov. Requests for clarification received after this date will be disregarded.
Please indicate the Project and identification number in the request for clarification. Telephonic
requests will not be taken. Any interpretation or correction of the Contract Documents will be
made only by a written Addendum. No oral interpretation of any provision in the Contract
Documents shall be binding.
TAXES. Except as may be otherwise specifically provided herein, all sales and/or use taxes
assessed by federal, State or local authorities on materials used or furnished by the Contractor in
performing the Work shall be paid by the Contractor. The Bidder shall calculate payment for all
sales, unemployment, pension and other taxes imposed by federal, State, and local law and shall
include these payments in computing the Bid.
139
Checklist-1 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
CHECKLIST FOR BIDDERS
The following information is required of all Bidders at the time of Bid submission:
____ Completed and Signed Bidders Checklist Sheet (This Sheet)
____ Completed and Signed Bid Cover Form
____ Completed and Signed Bid Sheets
____ Completed and Signed Questionnaire
____ Completed References Form
____ Resume of General Construction Superintendent/On-Site Construction
Manager
____ Completed Subcontractor Designation Form
____ Completed and Signed Industrial Safety Record Form
____ Completed, Signed and Notarized Bid Bond or Other Security Form
____ Signed Noncollusion Declaration Form
____ Evidence satisfactory to the City indicating the capacity of the person(s)
signing the Bid to bind the Bidder
Failure of the Bidder to provide all required information in a complete and accurate manner may
cause the Bid to be considered non-responsive.
I hereby certify under penalty of perjury under the laws of the State of California that all of the
information submitted in connection with this Bid and all of the representations made herein are
true and correct.
Name of Bidder
Signature
Name and Title
Dated
140
B-1 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
BID
CITY OF MOORPARK
CITY HALL TENANT IMPROVEMENT PROJECT [PROJECT]
TO THE HONORABLE MAYOR AND CITY COUNCIL OF THE CITY OF MOORPARK:
The undersigned, as Bidder, declares that: (1) this Bid is made without collusion with any other
person and that the only persons or parties interested as principals are those named herein;
(2) the undersigned has carefully examined the Contract Documents (including all Addenda) and
the Project site; and (3) the undersigned has investigated and is satisfied as to the conditions to
be encountered, the character, quality and quantities of Work to be performed, and the materials
to be furnished. Furthermore, the undersigned agrees that submission of this Bid shall be
conclusive evidence that such examination and investigation have been made and agrees, in the
event the Contract be awarded to it, to execute the Contract with the City of Moorpark to perform
the Project in accordance with the Contract Documents in the time and manner therein prescribed,
and to furnish or provide all materials, labor, tools, equipment, apparatus and other means
necessary so to do, except as may otherwise be furnished or provided under the terms of the
Contract Documents, for the following stated unit prices or lump-sum price as submitted on the
Bid herein.
Bidder acknowledges receipt, understanding and full consideration of all addenda, as follows:
Addendum No. _______________ Date: ____________________
Addendum No. _______________ Date: ____________________
Addendum No. _______________ Date: ____________________
Addendum No. _______________ Date: ____________________
The undersigned submits as part of this Bid a completed copy of its Industrial Safety Record. This
Safety Record includes all construction Work undertaken in California by the undersigned and
any partnership, joint venture or corporation that any principal of the undersigned participated in
as a principal or owner for the last five (5) calendar years and the current calendar year before
the date of Bid submittal. Separate information is being submitted for each such partnership, joint
venture, or corporate or individual Bidder. The undersigned may attach any additional information
or explanation of data that it would like to be taken into consideration in evaluating the Safety
Record. An explanation of the circumstances surrounding any and all fatalities is attached.
Accompanying this Bid is cash, a cashier’s check, a certified check or a Bid Bond in an amount
equal to at least ten percent (10%) of the total aggregate Bid price based on the quantities shown
and the unit prices quoted. The undersigned further agrees that, should it be awarded the Contract
and thereafter fail or refuse to execute the Contract and provide the required evidence of
insurance and Bonds within fifteen (15) Days after delivery of the Contract to the undersigned,
then the cash, check or Bid Bond shall be forfeited to the City to the extent permitted by law.
The undersigned certifies to have a minimum of three (3) consecutive years of current experience
in the type of Work related to the Project and that this experience is in actual operation of the firm
with permanent employees performing a part of the Work as distinct from a firm operating entirely
141
B-2 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
by subcontracting all phases of the Work. The undersigned also certifies to be properly licensed
by the State as a contractor to perform this type of Work. The undersigned possesses California
Contractor’s License Number _______________________, Class _________, which expires on
_____________________________. Contractor also certifies that they are registered with the
Department of Industrial Relations _________________________ (DIR number) which expires
on _______________________.
Bidder’s Name: ___________________________________________________
Signature: __________________________________ Title: ___________ Date: ______
Signature: __________________________________ Title: ___________ Date: ______
142
B-3 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
CITY OF MOORPARK
BID SHEETS FOR
CITY HALL TENANT IMPROVEMENT [PROJECT]
Bidder’s Name: ____________________________________________________________
To the Honorable Mayor and Members of the City Council:
In compliance with the Notice Inviting Bids, the undersigned hereby agrees to execute the
Contract to furnish all labor, materials, equipment and supplies for the Project in accordance with
the Contract Documents to the satisfaction and under the direction of the City, at the following
prices:
BASE AMOUNT:
ITEM
NO. DESCRIPTION UNIT ESTIMATED
QUANTITY
UNIT
PRICES
EXTENDED
AMOUNT
1. Mobilization $ $
2. $ $
3. $ $
4. $ $
5. $ $
6. $ $
7. $ $
TOTAL BASE
AMOUNT $___________
143
B-4 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
ADDITIVE OR DEDUCTIVE ITEM (if applicable):
ITEM NO. DESCRIPTION UNIT ESTIMATED
QUANTITY
UNIT
PRICES
EXTENDED
AMOUNT
1. Add Slurry Sale $ $
2. Add Landscape/Irrigation $ $
3. Add New Bathroom
Fixtures, in place of reuse $ $
TOTAL ADDITIVE OR
DEDUCTIVE ITEM: $__________
Note: Items may be adjusted or deleted. Therefore, regardless of total actual volume (percentage)
compared to estimated quantities, the unit prices provided above by the Bidder shall be applied
to the final quantity when payment is calculated for these items. No adjustment in the unit prices
will be allowed. The City reserves the right to not use any of the estimated quantities; and if this
right is exercised, the Contractor will not be entitled to any additional compensation. Cost of all
export and/or import of material shall be included in the above unit costs; no additional
compensation will be granted for such expenses.
TOTAL BASE BID PRICE IN DIGITS: $____________________
TOTAL BASE BID PRICE IN WORDS: $____________________
TOTAL BID PRICE = BASE AMOUNT PLUS (+) ALL ADDITIVE ITEMS, MINUS (–) ALL
DEDUCTIVE ITEMS
TOTAL BID PRICE IN DIGITS: $____________________
TOTAL BID PRICE IN WORDS: _________________________________________________
Signature: __________________________________ Title: ___________ Date: ______
Signature: __________________________________ Title: ___________ Date: ______
144
B-5 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
Within 48 hours of bid opening, the Contractor shall provide the following proposal breakdown
for City Review.
ITEM
NO. DESCRIPTION UNIT ESTIMATED
QUANTITY
UNIT
PRICES
EXTENDED
AMOUNT
1. Division 01 General
Requirement $ $
2. Division 02 $ $
3. $ $
4. $ $
5. $ $
6. $ $
7. Overhead and Profit $ $
TOTAL BASE
AMOUNT $___________
145
B-6 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
QUESTIONNAIRE FORM
Fill out all of the following information. Attach additional sheets if necessary.
(1) Bidder’s Name:
(2) If the Bidder’s name is a fictitious name, who or what is the full name of the registered
owner? If the Bidder’s name is not a fictitious name, write “N/A” in the response to this
question. If you are doing business under a fictitious name, provide a copy of the filed valid
Fictitious Business Name Statement.
(3) Business Address:
(4) Telephone: Facsimile:
(5) Type of Firm – Individual, Partnership, LLC or Corporation:
(6) Corporation organized under the laws of the State of:
(7) California State Contractor’s License Number and Class:
Original Date Issued: Expiration Date:
(8) DIR Contractor Registration Number:
(9) List the name and title of the person(s) who inspected the Project site for your firm:
(10) List the name and title of the person(s) who attended the non-mandatory pre-Bid meeting
for your firm, including the non-mandatory site visit (if any):
_____________________________
(11) Number of years’ experience the company has as a contractor in construction work:
(12) List the names, titles, addresses and telephone numbers of all individuals, firm members,
partners, joint venturers, and company or corporate officers having a principal interest in
this Bid:
(13) List all current and prior D.B.A.’s, aliases, and fictitious business names for any principal
having interest in this Bid:
146
B-7 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
(14) List the dates of any voluntary or involuntary bankruptcy judgments against any principal
having an interest in this Bid:
(15) For all arbitrations, lawsuits, settlements and the like (in or out of court) that the company
or any principal having an interest in this Bid has been involved with in the past five (5)
years:
a. List the names, addresses and telephone numbers of contact persons for the
parties:
b. Briefly summarize the parties’ claims and defenses:
c. State the tribunal (e.g., Superior Court, American Arbitration Association, etc.), the
matter number, and the outcome:
(16) Has the company or any principal having an interest in this Bid ever had a contract
terminated by the owner or agency? If yes, explain.
147
B-8 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
(17) Has the company or any principal having an interest in this Bid ever failed to complete a
project? If yes, explain.
(18) Has the company or any principal having an interest in this Bid ever been terminated for
cause, even if it was converted to a “termination of convenience”? If yes, explain.
(19) For projects that the company or any principal having an interest in this Bid has been
involved with in the last five (5) years, did you have any claims or actions:
a. By you against the owner? Circle one: Yes No
b. By the owner against you? Circle one: Yes No
c. By any outside agency or individual for labor compliance?
Circle one: Yes No
d. By Subcontractors? Circle one: Yes No
e. Are any of these claims or actions unresolved or outstanding?
Circle one: Yes No
If your answer is “yes” to any part or parts of this question, explain.
(20) List the last three (3) projects you have worked on or are currently working on for the City
of Moorpark:
148
B-9 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
Upon request of the City, the Bidder shall furnish evidence showing a notarized financial
statement, financial data, construction experience, or other additional information.
Failure to provide truthful answers to the questions above or in the following References Form
may result in the Bid being deemed non-responsive.
The Bidder certifies under penalty of perjury under the laws of the State of California that the
information provided above is true and correct.
Company
Signature:
Title:
Date:
Signature:
Title:
Date:
149
B-10 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
REFERENCES FORM
For all public agency projects in excess of $5,000,000 that you are currently working on or have
worked on in the past two (2) years, provide the following information:
Project 1 Name/Number
Project Description ___________________________________________________________
Approximate Construction Dates From: ______________ To:
Agency Name:
Contact Person: Telephone:
Address:
Original Contract Amount: $ Final Contract Amount: $
If final amount is different from original amount, please explain (change orders, extra work, etc.).
Did you or any Subcontractor, file any claims against the Agency?
Circle one: Yes No
Did the Agency file any claims against you? Circle one: Yes No
If you answered yes to either of the above two questions, please explain and indicate outcome of
claims.
Project 2 Name/Number
Project Description ___________________________________________________________
Approximate Construction Date From: ______________ To:
Agency Name:
Contact Person: Telephone:
Address:
Original Contract Amount: $ Final Contract Amount: $
150
B-11 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
If final amount is different from original amount, please explain (change orders, extra work, etc.).
Did you or any Subcontractor, file any claims against the Agency?
Circle one: Yes No
Did the Agency file any claims against you? Circle one: Yes No
If you answered yes to either of the above two questions, please explain and indicate outcome of
claims.
Project 3 Name/Number
Project Description ___________________________________________________________
Approximate Construction Dates From: ______________ To:
Agency Name:
Contact Person: Telephone:
Address:
Original Contract Amount: $ Final Contract Amount: $
If final amount is different from original amount, please explain (change orders, extra work, etc.).
Did you or any Subcontractor, file any claims against the Agency?
Circle one: Yes No
Did the Agency file any claims against you? Circle one: Yes No
If you answered yes to either of the above two questions, please explain and indicate outcome of
claims.
151
B-12 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
Project 4 Name/Number
Project Description ___________________________________________________________
Approximate Construction Dates From: ______________ To:
Agency Name:
Contact Person: Telephone:
Address:
Original Contract Amount: $ Final Contract Amount: $
If final amount is different from original amount, please explain (change orders, extra work, etc.).
Did you or any Subcontractor, file any claims against the Agency?
Circle one: Yes No
Did the Agency file any claims against you? Circle one: Yes No
If you answered yes to either of the above two questions, please explain and indicate outcome of
claims.
Project 5 Name/Number
Project Description ___________________________________________________________
Approximate Construction Dates From: ______________ To:
Agency Name:
Contact Person: Telephone:
Address:
Original Contract Amount: $ Final Contract Amount: $
If final amount is different from original amount, please explain (change orders, extra work, etc.).
152
B-13 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
Did you or any Subcontractor, file any claims against the Agency?
Circle one: Yes No
Did the Agency file any claims against you? Circle one: Yes No
If you answered yes to either of the above two questions, please explain and indicate outcome of
claims.
Project 6 Name/Number
Project Description ___________________________________________________________
Approximate Construction Dates From: ______________ To:
Agency Name:
Contact Person: Telephone:
Address:
Original Contract Amount: $ Final Contract Amount: $
If final amount is different from original amount, please explain (change orders, extra work, etc.).
Did you or any Subcontractor, file any claims against the Agency?
Circle one: Yes No
Did the Agency file any claims against you? Circle one: Yes No
If you answered yes to either of the above two questions, please explain and indicate outcome of
claims.
RESUME
Attach to this Bid the experience resume of the person who will be designated as General
Construction Superintendent or on-site Construction Manager for the Project.
153
B-14 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
DESIGNATION OF SUBCONTRACTORS
[Public Contract Code Section 4104]
List all Subcontractors who will perform Work or labor or render service to the Contractor in or about the construction of the Work or
improvement, or a Subcontractor licensed by the State of California who, under subcontract to the Contractor, specially fabricates and
installs a portion of the Work or improvement according to detailed drawings contained in the Plans and Specifications, in an amount
in excess of one-half percent (0.5%) of the Contractor’s total Bid or, in the case of bids or offers for the construction of streets or
highways, including bridges, in excess of one-half percent (0.5%) of the Contractor’s total Bid or $10,000, whichever is greater. If all
Subcontractors do not fit on this page, attach another page listing all information for all other Subcontractors.
Name under which
Subcontractor is
Licensed
and Registered
CSLB License
Number(s) and
Class(es)
DIR Contractor
Registration
Number
Address and Phone Number Type of Work
(e.g., Electrical)
Percentage of Total
Bid (e.g., 10%)*
* The percentage of the total Bid shall represent the “portion of the work” for the purposes of Public Contract Code Section 4104(b).
154
B-15 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
INDUSTRIAL SAFETY RECORD FORM
Bidder’s Name _______________________________________
Current
Year of
Record
2022 2021 2020 2019 2018 Total
Number of contracts
Total dollar amount of
contracts (in thousands of
dollars)
Number of fatalities
Number of lost workday
cases
Number of lost workday
cases involving permanent
transfer to another job or
termination of employment
The above information was compiled from the records that are available to me at this time and I declare under penalty of perjury under
the laws of the State of California that the information is true and accurate within the limitations of those records.
Signature:
Title:
Date:
Signature:
Title:
Date:
155
B-16 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
Bond No. _________
BID BOND
KNOW ALL PERSONS BY THESE PRESENTS that:
WHEREAS the City of Moorpark (“City”), has issued an invitation for Bids for the Work described
as follows: City Hall Tenant Improvement Project at 323 Science Drive, Moorpark, CA 93021.__
WHEREAS
(Name and address of Bidder)
(“Principal”), desires to submit a Bid to City for the Work.
WHEREAS, Bidders are required to furnish a form of Bidder’s security with their Bids.
NOW, THEREFORE, we, the undersigned Principal, and
(Name and address of Surety)
(“Surety”), a duly admitted surety insurer under the laws of the State of California, as Surety, are
held and firmly bound unto the City in the penal sum of
Dollars ($ ), being not less than ten percent
(10%) of the total Bid price, in lawful money of the United States of America, for the payment of
which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators,
successors, and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bounded Principal is
awarded the Contract for the Work by the City and, within the time and in the manner required by
the bidding specifications, enters into the written form of Contract included with the bidding
specifications, furnishes the required Bonds (one to guarantee faithful performance and the other
to guarantee payment for labor and materials), and furnishes the required insurance coverage,
then this obligation shall become null and void; otherwise, it shall be and remain in full force and
effect.
In case suit is brought upon this instrument, Surety further agrees to pay all court costs incurred
by the City in the suit and reasonable attorneys’ fees in an amount fixed by the court. Surety
hereby waives the provisions of Civil Code Section 2845.
156
B-17 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
IN WITNESS WHEREOF, this instrument has been duly executed by Principal and Surety, on the
date set forth below, the name of each corporate party being hereto affixed and these presents
duly signed by its undersigned representative(s) pursuant to authority of its governing body.
Dated:
“Principal”
By:
Its:
By:
Its:
“Surety”
By:
Its:
By:
Its:
Note: This Bond must be dated, all signatures must be notarized, and evidence of the authority of any person signing as
attorney-in-fact must be attached.
157
B-18 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
NONCOLLUSION DECLARATION FORM
TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID
[Public Contract Code Section 7106]
The undersigned declares:
I am the ______________________ of ____________________, the party making the foregoing
Bid.
The Bid is not made in the interest of, or on behalf of, any undisclosed person, partnership,
company, association, organization, or corporation. The Bid is genuine and not collusive or sham.
The Bidder has not directly or indirectly induced or solicited any other Bidder to put in a false or
sham Bid. The Bidder has not directly or indirectly colluded, conspired, connived, or agreed with
any Bidder or anyone else to put in a sham Bid, or to refrain from bidding. The Bidder has not in
any manner, directly or indirectly, sought by agreement, communication, or conference with
anyone to fix the Bid price of the Bidder or any other Bidder, or to fix any overhead, profit, or cost
element of the Bid price, or of that of any other Bidder. All statements contained in the Bid are
true. The Bidder has not, directly or indirectly, submitted his or her Bid price or any breakdown
thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation,
partnership, company, association, organization, Bid depository, or to any member or agent
thereof, to effectuate a collusive or sham Bid, and has not paid, and will not pay, any Person or
entity for such purpose.
Any person executing this declaration on behalf of a Bidder that is a corporation, partnership, joint
venture, limited liability company, limited liability partnership, or any other entity, hereby
represents that he or she has full power to execute, and does execute, this declaration on behalf
of the Bidder.
I declare under penalty of perjury under the laws of the State of California that the foregoing is
true and correct and that this declaration is executed on ___________ [date], at
___________________________________________ [city], ______________________ [state].
Signature:
Printed Name:
Date:
Signature:
Printed Name:
Date:
158
B-19 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
CHECKLIST FOR EXECUTION OF CONTRACT
TO BE SUBMITTED BY SUCCESSFUL BIDDER:
____ Two (2) executed and notarized copies of the Contract
____ Evidence satisfactory to the City indicating the capacity of the person(s)
signing the Contract to bind the Contractor
_____ Payment Bond in amount of the Contract
____ Performance Bond in amount of the Contract
____ Workers’ Compensation Certificate
____ Liability insurance certificate in the amounts specified in Section 5-4.2 of
the General Provisions, naming the City as a co-insured
____ Automobile insurance certificate in the amount specified in Section 5-4.4 of
the General Provisions, naming the City as a co-insured
____ Copy of City business license
____ Additional insured endorsement – comprehensive general liability
____ Additional insured endorsement – automobile liability
____ Additional insured endorsement – excess liability
159
C-1 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
CONTRACT
AGREEMENT BETWEEN THE CITY OF MOORPARK AND
, FOR
THIS AGREEMENT, executed as of _________________________, between the City of
Moorpark, a municipal corporation (“City”) and _________________________________, a
___________________________________ (“Contractor”). In consideration of the mutual
covenants and conditions set forth herein, the parties agree as follows:
WHEREAS, City has the need for construction services related to City Hall Tenant
Improvement Project; and
WHEREAS, Contractor specializes in providing such services and has the proper work
experience, certifications, and background to carry out the duties involved; and
WHEREAS, on __________________________ the City Council of the City of Moorpark
authorized the City Manager to enter into this Agreement after public bidding in accordance with
California Public Contract Code Section 222030, et seq.
NOW, THEREFORE, in consideration of the mutual covenants, benefits, and premises
herein stated, the parties hereto agree as follows:
1. TERM
The term of the Agreement shall be from the date of execution until completion of the work
identified in the Scope of Services and in conformance with Exhibit ________, unless this
Agreement is terminated or suspended consistent with Section 6 of this Agreement.
2. SCOPE OF SERVICES
City does hereby retain Contractor in a contractual capacity to provide construction
services related City Hall Tenant Improvement Project as set forth in Exhibit_____: Contractor’s
Bid Proposal, dated ________, which exhibit is attached hereto and incorporated herein by this
reference as though set forth in full and hereinafter referred to as the “Proposal” and as set forth
in Exhibit ________, which include (i) Standard Specifications; (ii) Special Provisions; (iii)
Workers’ Compensation Insurance Certificate (Labor Code 1860 and 1861); (iv) Payment and
Performance Bonds; and (v) Insurance Certificate for General Liability and Automobile Liability,
attached hereto and incorporated herein by this reference as though set forth in full and
hereinafter referred to as Exhibit ___. Where said Scope of Services as set forth in Exhibit __ is
modified by this Agreement, or in the event there is a conflict between the provisions of said
Scope of Services and this Agreement, the language contained in this Agreement shall take
precedence.
Contractor shall perform the tasks described and set forth in Exhibit ______ and Exhibit
_________. Contractor shall complete the tasks according to the schedule of performance which
is also set forth in Exhibit _______.
160
C-2 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
Compensation for the services to be performed by Contractor shall be in accordance with
Exhibit __________. Compensation shall not exceed the rates or total value of ___________
dollars ($____________) as stated in Exhibit ______________, without a written amendment to
the agreement executed by both parties. Payment by City to Contractor shall be as referred to in
this Agreement.
City and Contractor acknowledge that this project is a public work to which prevailing
wages apply, and that a public work project is subject to compliance monitoring and enforcement
by the California Department of Industrial Relations (DIR). Contractor agrees to comply with and
be bound by all the terms, rules and regulations described in (a) Division 2, Part 7, Chapter 1
(commencing with Section 1720) of the California Labor Code, including without limitation Labor
Code Section 1771 and (b) the rules and regulations established by the DIR implementing such
statutes, as though set forth in full herein, including any applicable amendments made thereto
during the term of this Agreement. For every subcontractor who will perform work on this project,
Contractor shall be responsible for subcontractor’s compliance with (a) and (b) and Contractor
shall take all necessary actions to ensure subcontractor’s compliance. Labor Code Section 1725.5
requires all contractors and subcontractors to annually register with the DIR before bidding or
performing on any public work contract.
3. PERFORMANCE
Contractor shall at all times faithfully, competently, and to the best of Contractor’s ability,
experience, and talent, perform all tasks described herein. Contractor shall employ, at a minimum,
generally accepted standards and practices utilized by persons engaged in providing similar
services as are required of Contractor hereunder in meeting its obligations under this Agreement.
4. MANAGEMENT
The individual directly responsible for Contractor’s overall performance of the Agreement
provisions herein above set forth and to serve as principal liaison between City and Contractor
shall be ___________________, and no other individual may be substituted without the prior
written approval of the City Manager.
The City’s contact person in charge of administration of this Agreement, and to serve as
principal liaison between Contractor and City, shall be the City Manager or the City Manager’s
designee.
5. PAYMENT
The City agrees to pay Contractor monthly, in accordance with the terms and the schedule
of payment as set forth in Exhibit _____________, attached hereto and incorporated herein by
this reference as though set forth in full, based upon actual time spent on the above tasks. This
amount shall not exceed _____________ dollars ($________) plus a contingency of ________
dollars ($_______) for a total contract value of ______________________ dollars ($___) for the
total term of the Agreement unless additional payment is approved as provided in this Agreement.
Contractor shall not be compensated for any additional services rendered in connection
with its performance of this Agreement, unless such additional services and compensation are
authorized, in advance, in a written amendment to this Agreement executed by both parties. The
City Manager may approve additional work up to the authorized contingency amount.
161
C-3 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
Contractor shall submit invoices monthly for actual services performed. Invoices shall be
submitted on or about the first business day of each month, or as soon thereafter as practical, for
services provided in the previous month. Payment shall be made within thirty (30) days of receipt
of each invoice as to all non-disputed fees. If the City disputes any of Contractor’s fees it shall
give written notice to Contractor within thirty (30) days of receipt of any disputed fees set forth on
the invoice. Contractor shall provide appropriate documentation, as determined by the City, for all
reimbursable expenses.
6. TERMINATION OR SUSPENSION WITHOUT CAUSE
The City may at any time, for any reason, with or without cause, suspend, or terminate
this Agreement, or any portion hereof, by serving upon the Contractor at least ten (10) days prior
written notice. Upon receipt of said notice, the Contractor shall immediately cease all work under
this Agreement, unless the notice provides otherwise. If the City suspends or terminates a portion
of this Agreement such suspension or termination shall not make void or invalidate the remainder
of this Agreement.
The Contractor may terminate this Agreement only by providing City with written notice no
less than thirty (30) days in advance of such termination. In the event of such termination,
Contractor shall be compensated for such services up to the date of termination. Such
compensation for work in progress shall be prorated as to the percentage of progress completed
at the date of termination.
If the City Manager or the City Manager’s designee determines that the Contractor is in
default in the performance of any of the terms or conditions of this Agreement, the City may
proceed in the manner set forth in Section 6-4 of the Greenbook.
7. DEFAULT OF CONTRACTOR
The Contractor’s failure to comply with the provisions of this Agreement shall constitute a
default. In the event that Contractor is in default for cause under the terms of this Agreement, City
shall have no obligation or duty to continue compensating Contractor for any work performed after
the date of default and can terminate this Agreement immediately by written notice to the
Contractor. If such failure by the Contractor to make progress in the performance of work
hereunder arises out of causes beyond the Contractor’s control, and without fault or negligence
of the Contractor, it shall not be considered a default.
If the City Manager or the City Manager’s designee determines that the Contractor is in
default in the performance of any of the terms or conditions of this Agreement, he/she shall cause
to be served upon the Contractor a written notice of the default. The Contractor shall have five (5)
working days after service upon it of said notice in which to cure the default by rendering a
satisfactory performance. In the event that the Contractor fails to cure its default within such period
of time, the City shall have the right, notwithstanding any other provision of this Agreement, to
terminate this Agreement without further notice and without prejudice to any other remedy to
which it may be entitled at law, in equity or under this Agreement.
8. LIQUIDATED DAMAGES
If the Contractor fails to complete the work, or any portion thereof, within the time period
required by this Agreement or as duly extended in writing by the City Manager, Contractor shall
forfeit and pay to the City, as liquidated damages, the sum of one hundred twenty-five dollars
162
C-4 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
($125) per day for each calendar day the work, or portion thereof, remains uncompleted after the
above specified completion date. Liquidated damages shall be deducted from any payments due
or to become due to the Contractor under the terms of this Agreement [Government Code Sec.
53069.85]. Progress payments made by the City after the above specified completion date shall
not constitute a waiver of liquidated damages by the City.
9. OWNERSHIP OF DOCUMENTS
Contractor shall maintain complete and accurate records with respect to sales, costs,
expenses, receipts, and other such information required by City that relate to the performance of
services under this Agreement. Contractor shall maintain adequate records of services provided
in sufficient detail to permit an evaluation of services. All such records shall be maintained in
accordance with generally accepted accounting principles and shall be clearly identified and
readily accessible. Contractor shall provide free access to the representatives of City or its
designees at reasonable times to such books and records; shall give the City the right to examine
and audit said books and records; shall permit City to make transcripts therefrom as necessary;
and shall allow inspection of all work, data, documents, proceedings, and activities related to this
Agreement. Notification of audit shall be provided at least thirty (30) days before any such audit
is conducted. Such records, together with supporting documents, shall be maintained for a period
of ten (10) years after receipt of final payment.
Upon completion of, or in the event of termination or suspension of this Agreement, all
original documents, designs, drawings, maps, models, computer files, surveys, notes, and other
documents prepared in the course of providing the services to be performed pursuant to this
Agreement shall become the sole property of the City and may be used, reused, or otherwise
disposed of by the City without the permission of the Contractor. With respect to computer files,
Contractor shall make available to the City, at the Contractor’s office and upon reasonable written
request by the City, the necessary computer software and hardware for purposes of accessing,
compiling, transferring, and printing computer files.
10. INDEMNIFICATION AND HOLD HARMLESS
Contractor shall indemnify, defend with legal counsel approved by City, and hold harmless
City, its officers, officials, employees and volunteers from and against all liability, loss, damage,
expense, cost (including without limitation reasonable legal counsels’ fees, expert fees and all
other costs and fees of litigation) of every nature arising out of or in connection with Contractor's
negligence, recklessness or willful misconduct in the performance of work hereunder or its failure
to comply with any of its obligations contained in this Agreement, except such loss or damage
which is caused by the sole or active negligence or willful misconduct of the City. Should conflict
of interest principles preclude a single legal counsel from representing both City and Contractor,
or should City otherwise find Contractor’s legal counsel unacceptable, then Contractor shall
reimburse the City its costs of defense, including without limitation reasonable legal counsels fees,
expert fees and all other costs and fees of litigation. The Contractor shall promptly pay any final
judgment rendered against the City (and its officers, officials, employees and volunteers) with
respect to claims determined by a trier of fact to have been the result of the Contractor’s negligent,
reckless or wrongful performance. It is expressly understood and agreed that the foregoing
provisions are intended to be as broad and inclusive as is permitted by the law of the state of
California and will survive termination of this Agreement.
163
C-5 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
Contractor obligations under this section apply regardless of whether or not such claim,
charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine
or penalty, or liability was caused in part or contributed to by an Indemnitee. However, without
affecting the rights of City under any provision of this agreement, Contractor shall not be required
to indemnify and hold harmless City for liability attributable to the active negligence of City,
provided such active negligence is determined by agreement between the parties or by the
findings of a court of competent jurisdiction. In instances where City is shown to have been actively
negligent and where City active negligence accounts for only a percentage of the liability involved,
the obligation of Contractor will be for that entire portion or percentage of liability not attributable
to the active negligence of City.
Contractor agrees to obtain executed indemnity agreements with provisions identical to
those set forth here in this Section from each and every subcontractor or any other person or
entity involved by, for, with, or on behalf of Contractor in the performance of this Agreement. In
the event Contractor fails to obtain such indemnity obligations from others as required here,
Contractor agrees to be fully responsible according to the terms of this Section.
Failure of City to monitor compliance with these requirements imposes no additional
obligations on City and will in no way act as a waiver of any rights hereunder. This obligation to
indemnify and defend City as set forth here is binding on the successors, assigns, or heirs of
Contractor and shall survive the termination of this Agreement or Section.
This Indemnity shall survive termination of the Agreement or Final Payment hereunder.
This Indemnity is in addition to any other rights or remedies that the Indemnitees may have under
the law or under any other Contract Documents or Agreements. In the event of any claim or
demand made against any party which is entitled to be indemnified hereunder, City may, in its
sole discretion, reserve, retain, or apply any monies to the Contractor under this Agreement for
the purpose of resolving such claims; provided, however, City may release such funds if the
Contractor provides City with reasonable assurance of protection of the Indemnitees’ interests.
City shall, in its sole discretion, determine whether such assurances are reasonable.
11. INSURANCE
Contractor shall maintain prior to the beginning of and for the duration of this Agreement
insurance coverage as specified in Exhibit A attached hereto and incorporated herein by this
reference as though set forth in full.
12. INDEPENDENT CONTRACTOR
Contractor is and shall at all times remain as to the City a wholly independent Contractor.
The personnel performing the services under this Agreement on behalf of Contractor shall at all
times be under Contractor’s exclusive direction and control. Neither City nor any of its officers,
employees, or agents shall have control over the conduct of Contractor or any of Contractor’s
officers, employees, or agents, except as set forth in this Agreement. Contractor shall not at any
time or in any manner represent that it or any of its officers, employees, or agents are in any
manner officers, employees, or agents of the City. Contractor shall not incur or have the power to
incur any debt, obligation, or liability against City, or bind City in any manner.
No employee benefits shall be available to Contractor in connection with the performance
164
C-6 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
of this Agreement. Except for the fees paid to Contractor as provided in the Agreement, City shall
not pay salaries, wages, or other compensation to Contractor for performing services hereunder
for City. City shall not be liable for compensation or indemnification to Contractor for injury or
sickness arising out of performing services hereunder.
13. LEGAL RESPONSIBILITIES
The Contractor shall keep itself informed of local, state, and federal laws and regulations
which in any manner affect those employed by it or in any way affect the performance of its service
pursuant to this Agreement. The Contractor shall at all times observe and comply with all such
laws and regulations, including but not limited to the Americans with Disabilities Act and
Occupational Safety and Health Administration laws and regulations. The City and Contractor
shall comply with Exhibit B, California Public Contract Code Section 9204, when applicable. The
City, and its officers and employees, shall not be liable at law or in equity occasioned by failure of
the Contractor to comply with this Section.
14. ANTI DISCRIMINATION
Neither the Contractor, nor any subcontractor under the Contractor, shall discriminate in
employment of persons upon the work because of race, religious creed, color, national origin,
ancestry, physical disability, mental disability, medical condition, genetic information, marital
status, sex, gender, gender identity, gender expression, age, sexual orientation, or military and
veteran status of such person; or any other basis protected by applicable federal, state, or local
law, except as provided in Section 12940 of the Government Code. The Contractor shall have
responsibility for compliance with this Section, if applicable [Labor Code Section 1735].
15. UNDUE INFLUENCE
Contractor declares and warrants that no undue influence or pressure is used against or
in concert with any officer or employee of the City in connection with the award, terms, or
implementation of this Agreement, including any method of coercion, confidential financial
arrangement, or financial inducement. No officer or employee of the City will receive
compensation, directly or indirectly from Contractor, or any officer, employee, or agent of
Contractor, in connection with the award of this Agreement or any work to be conducted as a
result of this Agreement. Violation of this Section shall be a material breach of this Agreement
entitling the City to any and all remedies at law or in equity.
16. NO BENEFIT TO ARISE TO LOCAL EMPLOYEES
No member, officer, or employee of the City, or their designees or agents, and no public
official who exercises authority over or responsibilities with respect to the Project during his/her
tenure or for one (1) year thereafter, shall have any interest, direct or indirect, in any agreement
or sub-agreement, or the proceeds thereof, for work to be performed in connection with the Project
performed under this Agreement.
17. CONFLICT OF INTEREST
Contractor covenants that neither they nor any officer or principal of their firm have any
interests, nor shall they acquire any interest, directly or indirectly, which will conflict in any manner
or degree with the performance of their services hereunder. Contractor further covenants that in
the performance of this Agreement, they shall employ no person having such interest as an officer,
165
C-7 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
employee, agent, or subcontractor. Contractor further covenants that Contractor has not
contracted with nor is performing any services directly or indirectly, with the developer(s) and/or
property owner(s) and/or firm(s) and/or partnership(s) and/or public agency(ies) owning property
and/or processing an entitlement application for property in the City or its Area of Interest, now or
within the past one (1) year, and further covenants and agrees that Contractor and/or its
subcontractors shall provide no service or enter into any contract with any developer(s) and/or
property owner(s) and/or firm(s) and/or partnership(s) and/or public agency(ies) owning property
and/or processing an entitlement application for property in the City or its Area of Interest, while
under contract with the City and for a one (1) year time period following termination of this
Agreement.
18. NOTICE
Any notice to be given pursuant to this Agreement shall be in writing, and all such notices
and any other document to be delivered shall be delivered by personal service or by deposit in
the United States mail, certified or registered, return receipt requested, with postage prepaid, and
addressed to the party for whom intended as follows:
To: City Manager
City of Moorpark
799 Moorpark Ave.
Moorpark, CA 93021
To: Attention
Company
Address
City State Zip
Either party may, from time to time, by written notice to the other, designate a different
address or contact person, which shall be substituted for the one above specified. Notices,
payments and other documents shall be deemed delivered upon receipt by personal service or
as of the third (3rd) day after deposit in the United States mail.
19. CHANGE IN NAME
Should a change be contemplated in the name or nature of the Contractor’s legal entity,
the Contractor shall first notify the City in order that proper steps may be taken to have the change
reflected in the Agreement documents.
20. ASSIGNMENT
Contractor shall not assign this Agreement or any of the rights, duties, or obligations
hereunder. It is understood and acknowledged by the parties that Contractor is uniquely qualified
to perform the services provided for in this Agreement.
21. LICENSES
At all times during the term of this Agreement, Contractor shall have in full force and effect,
all licenses required of it by law for the performance of the services in this Agreement.
166
C-8 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
22. VENUE AND GOVERNING LAW
This Agreement is made, entered into, and executed in Ventura County, California, and
any action filed in any court or for arbitration for the interpretation, enforcement or other action of
the terms, conditions, or covenants referred to herein shall be filed in the applicable court in
Ventura County, California. The City and Contractor understand and agree that the laws of the
state of California shall govern the rights, obligations, duties, and liabilities of the parties to this
Agreement and also govern the interpretation of this Agreement.
23. ENTIRE AGREEMENT
This Agreement contains the entire understanding between the parties relating to the
obligations of the parties described in this Agreement. All prior or contemporaneous agreements,
understandings, representations, and statements, oral or written, are merged into this Agreement
and shall be of no further force or effect. Each party is entering into this Agreement based solely
upon the representations set forth herein and upon each party’s own independent investigation
of any and all facts such party deems material.
24. CAPTIONS OR HEADINGS
The captions and headings of the various Articles, Paragraphs, Sections, and Exhibits of
this Agreement are for convenience and identification only and shall not be deemed to limit or
define the content of the respective Articles, Paragraphs, Sections, and Exhibits hereof.
25. AMENDMENTS
Any amendment, modification, or variation from the terms of this Agreement shall be in
writing and shall be effective only upon approval by both parties to this Agreement.
26. TIME OF COMPLETION
City and Contractor agree that time is of the essence in this Agreement. City and
Contractor further agree that Contractor’s failure to perform on or at the times set forth in this
Agreement will damage and injure City, but the extent of such damage and injury is difficult or
speculative to ascertain. Consequently, City and Contractor agree that any failure to perform by
Contractor at or within the times set forth herein shall result in liquidated damages as defined in
this Agreement for each and every day such performance is late. City and Contractor agree that
such sum is reasonable and fair. Furthermore, City and Contractor agree that this Agreement is
subject to Government Code Section 53069.85 and that each party hereto is familiar with and
understands the obligations of said Section of the Government Code.
27. PRECEDENCE
Contractor is bound by the contents of City’s Bid Package and Proposal, Exhibit _______
attached hereto and incorporated herein by this reference as though set forth in full. In the event
of conflict, the requirements of the City’s Bid Package and this Agreement shall take precedence
over those contained in the Proposal.
28. INTERPRETATION OF AGREEMENT
Should interpretation of this Agreement, or any portion thereof, be necessary, it is deemed
167
C-9 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
that this Agreement was prepared by the parties jointly and equally, and shall not be interpreted
against either party on the ground that the party prepared the Agreement or caused it to be
prepared.
29. WAIVER
No waiver of any provision of this Agreement shall be deemed, or shall constitute, a waiver
of any other provision, whether or not similar, nor shall any such waiver constitute a continuing or
subsequent waiver of the same provision. No waiver shall be binding unless executed in writing
by the party making the waiver.
30. AUTHORITY TO EXECUTE
The person or persons executing this Agreement on behalf of the Contractor warrants and
represents that he/she has the authority to execute this Agreement on behalf of the Contractor
and has the authority to bind Contractor to the performance of obligations hereunder.
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed
the day and year first above written.
CITY OF MOORPARK CONTRACTOR
_____________________________ _____________________________
Troy Brown, City Manager name, title
Attest:
_____________________________
Ky Spangler, City Clerk
168
C-10 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
EXHIBIT A
INSURANCE REQUIREMENTS
Prior to the beginning of and throughout the duration of the Work, Contractor will maintain
insurance in conformance with the requirements set forth below. Contractor will use existing
coverage to comply with these requirements. If that existing coverage does not meet the
requirements set forth here, it will be amended to do so. Contractor acknowledges that the
insurance coverage and policy limits set forth in this section constitute the minimum amount of
coverage required. Any insurance proceeds available to City in excess of the limits and coverage
required in this Agreement and which is applicable to a given loss, will be available to the City.
Contractor shall provide the following types and amounts of insurance:
Commercial General Liability
Commercial General Liability Insurance shall be provided by an Insurance Services Office
“Commercial General Liability” policy form CG 00 01 or the exact equivalent. Defense costs must
be paid in addition to limits. There shall be no cross liability exclusion for claims or suits by one
insured against another. Limits shall be no less than $2,000,000 per occurrence for all covered
losses and no less than $4,000,000 general aggregate.
Contractor’s policy shall contain no endorsements limiting coverage beyond the basic
policy coverage grant for any of the following:
a. Explosion, collapse or underground hazard (XCU)
b. Products and completed operations
c. Pollution liability
d. Contractual liability
Coverage shall be applicable to City for injury to employees of contractors, subcontractors,
or others involved in the project. Policy shall be endorsed to provide a separate limit applicable to
this project.
Workers’ Compensation
Workers’ Compensation insurance shall be provided on a state-approved policy form
providing statutory benefits as required by law with employers’ liability limits no less than
$1,000,000 per accident for all covered losses.
Business Auto Coverage
Business Auto Coverage on ISO Business Auto Coverage form CA 00 01 06 92 including
symbol 1 (Any Auto) or the exact equivalent shall be provided. Limits shall be no less than
$1,000,000 per accident, combined single limit. If Contractor owns no vehicles, this requirement
may be satisfied by a non-owned auto endorsement to the general liability policy described above.
If Contractor or Contractor’s employees will use personal autos in any way on this project,
Contractor shall provide evidence of personal auto liability coverage for each such person.
169
C-11 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
Excess or Umbrella Liability
Excess or Umbrella Liability insurance (Over Primary) if used to meet limit requirements,
shall provide coverage at least as broad as specified for the underlying coverages. Coverage shall
be provided on a “pay on behalf” basis, with defense costs payable in addition to policy limits.
There shall be no cross liability exclusion precluding coverage for claims or suits by one insured
against another. Coverage shall be applicable to City for injury to employees of contractor,
subcontractors, or others involved in the Work. The scope of coverage provided is subject to the
approval of city following receipt of proof of insurance as required herein. Limits are subject to
review.
Insurance procured pursuant to these requirements shall be written by insurers that are
admitted carriers in the state of California and with A.M. Best rating of A- or better and a minimum
financial size of VII.
Contractor and City agrees as follows:
1. Contractor agrees to endorse the third party general liability coverage required herein to
include as additional insureds City, its officials, employees, agents, using standard ISO
endorsement No. CG 2010 and No. CG 2037 with edition acceptable to the City.
Contractor also agrees to require all contractors, subcontractors, and any one else
involved in any way with the project contemplated by this Agreement to do likewise.
2. Any waiver of subrogation express or implied on the part of the City to any party involved
in this Agreement or related documents applies only to the extent of insurance proceeds
actually paid. City, having required that it be named as an additional insured to all
insurance coverage required herein, expressly retains the right to subrogate against any
party for sums not paid by insurance. For its part, Contractor agrees to waive subrogation
rights against City regardless of the applicability of any insurance proceeds, and to require
all contractors, subcontractors, or others involved in any way with the project contemplated
by this Agreement to do likewise.
3. All insurance coverage maintained or procured by Contractor or required of others by
Contractor pursuant to this Agreement shall be endorsed to delete the subrogation
condition as to the city, or to specifically allow Contractor or others providing insurance
herein to waive subrogation prior to a loss. This endorsement shall be obtained regardless
of existing policy wording that may appear to allow such waivers.
4. It is agreed by Contractor and City that insurance provided pursuant to these requirements
is not intended by any party to be limited to providing coverage for the vicarious liability of
City, or to the supervisory role, if any, of City. All insurance coverage provided pursuant
to this or any other Agreement (express or implied) in any way relating to City is intended
to apply to the full extent of the policies involved. Nothing referred to here or contained in
any agreement involving City in relation to the project contemplated by this Agreement is
intended to be construed to limit the application of insurance coverage in any way.
5. None of the coverages required herein will be in compliance with these requirements if
they include any limiting endorsement of any kind that has not been first submitted to City
and approved of in writing.
170
C-12 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
6. All coverage types and limits required are subject to approval, modification, and additional
requirements by the City, as the need arises. Contractor shall not make any reductions in
scope of coverage (e.g. elimination of contractual liability or reduction of discover period)
that may affect City’s protection without City’s prior written consent.
7. Proof of compliance with these insurance requirements, consisting of binders of coverage,
or endorsements, or certificates of insurance, shall be delivered to City at or prior to the
execution of this Agreement. In the event such proof of insurance is not delivered as
required, or in the event such insurance is canceled or reduced at any time and no
replacement coverage is provided, City has the right, but not the duty, to obtain any
insurance it deems necessary to protect its interests under this or any other Agreement
and to pay the premium. Any premium so paid by City shall be charged to and promptly
paid by Contractor or deducted from sums due Contractor, at City option.
8. Contractor agrees to endorse, and to required others to endorse, the insurance provided
pursuant to these requirements, to require 30 days notice to City and the appropriate
tender prior to cancellation or reduction of such liability coverage and notice of any material
alteration or non-renewal of any such coverage, and to require contractors,
subcontractors, and any other party in any way involved with the project contemplated by
this Agreement to do likewise.
9. It is acknowledged by the parties of this Agreement that all insurance coverage required
to be provided by Contractor or any subcontractor, and any other party involved with the
project who is brought onto or involved in the project by Contractor, is intended to apply
first and on a primary non-contributing basis in relation to any other insurance or self
insurance available to the City.
10. Contractor agrees to ensure that subcontractors, and any other party involved with the
project who is brought onto or involved in the project by Contractor, provide the same
minimum insurance coverage required of Contractor. Contractor agrees to monitor and
review all such coverage and assumes all responsibility for ensuring that such coverage
is provided in conformity with the requirements of this Agreement. Contractor agrees that
upon request, all agreements with subcontractors and others engaged in this project will
be submitted to City for review.
11. Contractor agrees not to self-insure or to use any self-insured retentions or deductibles on
any portion of the insurance required herein and further agrees that it will not allow any
contractor, subcontractor, architect, engineer, or other entity or person in any way involved
in the performance of Work on the project contemplated by this Agreement to self-insure
its obligations to City. If Contractor’s existing coverage includes a deductible or self-
insured retention, the deductible or self-insured retention must be declared to the City. At
that time the City shall review options with the Contractor, which may include reduction or
elimination of the deductible or self-insured retention, substitution of other coverage, or
other solutions.
12. The City reserves the right at any time during the term of this Agreement to change the
amounts and types of insurance required by giving the Contractor 90 days advance written
notice of such change. If such change results in substantial additional cost to the
Contractor, the City will negotiate additional compensation proportional to the increased
benefit to City.
171
C-13 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
13. For purposes of applying insurance coverage only, all contracts pertaining to the project
will be deemed to be executed when finalized and any activity commences in furtherance
of performance under this Agreement.
14. Contractor acknowledges and agrees that any actual or alleged failure on the part of City
to inform Contractor of non-compliance with any insurance requirement in no way imposes
any additional obligations on City nor does it waive any rights hereunder in this or any
other regard.
15. Contractor will renew the required coverage annually as long as City, or its employees or
agents face an exposure from operations of any type pursuance to this Agreement. This
obligation applies whether or not the Agreement is canceled or terminated for any reason.
The insurance shall include but not be limited to products and completed operations and
discontinued operations, where applicable. Termination of this obligation is not effective
until City executes a written statement to that effect.
16. Contractor agrees to waive its statutory immunity under any workers’ compensation
statute or similar statute, in relation to the City, and to require all subcontractors and any
other person or entity involved in the project contemplated by this Agreement to do
likewise.
17. Requirements of specific coverage features are not intended as limitations on other
requirements or as a waiver of any coverage normally provided by any given policy.
Specific reference to a given coverage feature is for purposes of clarification only as it
pertains to a given issue, and is not intended by any party or insured to be all-inclusive.
18. Any provision in any of the construction documents dealing with the insurance coverage
provided pursuant to these requirements, is subordinate to and superseded by the
requirements contained herein. These insurance requirements are intended to be
separate and distinct from any other provision in this Agreement and are intended by the
parties to be interpreted as such.
19. All liability coverage provided according to these requirements must be endorsed to
provide a separate aggregate limit for the project that is the subject of this Agreement and
evidencing products and completed operations coverage for not less than two years after
issuance of a final certificate of occupancy by all appropriate government agencies or
acceptance of the completed work by City.
20. Contractor agrees to be responsible for ensuring that no contract used by any party
involved in any way with the project reserves the right to charge City or Contractor for the
cost of additional insurance coverage required by this Agreement. Any such provisions
are to be deleted with reference to City. It is not the intent of City to reimburse any third
party for the cost of complying with these requirements. There shall be no recourse against
City for payment of premiums or other amounts with respect thereto.
21. Contractor agrees to obtain and provide to City a copy of Professional Liability coverage
for Architects or Engineers on this project, when required by City. City shall determine the
liability limit.
172
C-14 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
EXHIBIT B
PUBLIC CONTRACT CODE SECTION 9204
9204. (a) The Legislature finds and declares that it is in the best interests of the state and its
citizens to ensure that all construction business performed on a public works project in the state
that is complete and not in dispute is paid in full and in a timely manner.
(b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with
Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2,
and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply
to any claim by a contractor in connection with a public works project.
(c) For purposes of this section:
(1) “Claim” means a separate demand by a contractor sent by registered mail or certified mail with
return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties for delay
assessed by a public entity under a contract for a public works project.
(B) Payment by the public entity of money or damages arising from work done by, or on behalf of,
the contractor pursuant to the contract for a public works project and payment for which is not
otherwise expressly provided or to which the claimant is not otherwise entitled.
(C) Payment of an amount that is disputed by the public entity.
(2) “Contractor” means any type of contractor within the meaning of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct
contract with a public entity for a public works project.
(3) (A) “Public entity” means, without limitation, except as provided in subparagraph (B), a state
agency, department, office, division, bureau, board, or commission, the California State
University, the University of California, a city, including a charter city, county, including a charter
county, city and county, including a charter city and county, district, special district, public
authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by
a public agency and formed to carry out the purposes of the public agency.
(B) “Public entity” shall not include the following:
(i) The Department of Water Resources as to any project under the jurisdiction of that department.
(ii) The Department of Transportation as to any project under the jurisdiction of that department.
(iii) The Department of Parks and Recreation as to any project under the jurisdiction of that
department.
(iv) The Department of Corrections and Rehabilitation with respect to any project under its
jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the
Penal Code.
(v) The Military Department as to any project under the jurisdiction of that department.
(vi) The Department of General Services as to all other projects.
(vii) The High-Speed Rail Authority.
(4) “Public works project” means the erection, construction, alteration, repair, or improvement of
any public structure, building, road, or other public improvement of any kind.
(5) “Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing
with Section 7000) of Division 3 of the Business and Professions Code who either is in direct
contract with a contractor or is a lower tier subcontractor.
(d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the claim
applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days,
shall provide the claimant a written statement identifying what portion of the claim is disputed and
what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual
agreement, extend the time period provided in this subdivision.
(B) The claimant shall furnish reasonable documentation to support the claim.
(C) If the public entity needs approval from its governing body to provide the claimant a written
173
C-15 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
statement identifying the disputed portion and the undisputed portion of the claim, and the
governing body does not meet within the 45 days or within the mutually agreed to extension of
time following receipt of a claim sent by registered mail or certified mail, return receipt requested,
the public entity shall have up to three days following the next duly publicly noticed meeting of the
governing body after the 45-day period, or extension, expires to provide the claimant a written
statement identifying the disputed portion and the undisputed portion.
(D) Any payment due on an undisputed portion of the claim shall be processed and made within
60 days after the public entity issues its written statement. If the public entity fails to issue a written
statement, paragraph (3) shall apply.
(2) (A) If the claimant disputes the public entity’s written response, or if the public entity fails to
respond to a claim issued pursuant to this section within the time prescribed, the claimant may
demand in writing an informal conference to meet and confer for settlement of the issues in
dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt
requested, the public entity shall schedule a meet and confer conference within 30 days for
settlement of the dispute.
(B) Within 10 business days following the conclusion of the meet and confer conference, if the
claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a
written statement identifying the portion of the claim that remains in dispute and the portion that
is undisputed. Any payment due on an undisputed portion of the claim shall be processed and
made within 60 days after the public entity issues its written statement. Any disputed portion of
the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation,
with the public entity and the claimant sharing the associated costs equally. The public entity and
claimant shall mutually agree to a mediator within 10 business days after the disputed portion of
the claim has been identified in writing. If the parties cannot agree upon a mediator, each party
shall select a mediator and those mediators shall select a qualified neutral third party to mediate
with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged
by its respective mediator in connection with the selection of the neutral mediator. If mediation is
unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures
outside this section.
(C) For purposes of this section, mediation includes any nonbinding process, including, but not
limited to, neutral evaluation or a dispute review board, in which an independent third party or
board assists the parties in dispute resolution through negotiation or by issuance of an evaluation.
Any mediation utilized shall conform to the timeframes in this section.
(D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation
conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to
mediate after litigation has been commenced.
(E) This section does not preclude a public entity from requiring arbitration of disputes under
private arbitration or the Public Works Contract Arbitration Program, if mediation under this
section does not resolve the parties’ dispute.
(3) Failure by the public entity to respond to a claim from a contractor within the time periods
described in this subdivision or to otherwise meet the time requirements of this section shall result
in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public
entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements
of this section, shall not constitute an adverse finding with regard to the merits of the claim or the
responsibility or qualifications of the claimant.
(4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent
per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a
public entity because privity of contract does not exist, the contractor may present to the public
entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may
request in writing, either on their own behalf or on behalf of a lower tier subcontractor, that the
174
C-16 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
contractor present a claim for work which was performed by the subcontractor or by a lower tier
subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be
presented to the public entity shall furnish reasonable documentation to support the claim. Within
45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as
to whether the contractor presented the claim to the public entity and, if the original contractor did
not present the claim, provide the subcontractor with a statement of the reasons for not having
done so.
(e) The text of this section or a summary of it shall be set forth in the plans or specifications for
any public works project that may give rise to a claim under this section.
(f) A waiver of the rights granted by this section is void and contrary to public policy, provided,
however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing,
mediation and proceed directly to the commencement of a civil action or binding arbitration, as
applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute
resolution procedures and requirements in addition to the provisions of this section, so long as
the contractual provisions do not conflict with or otherwise impair the timeframes and procedures
set forth in this section.
(g) This section applies to contracts entered into on or after January 1, 2017.
(h) Nothing in this section shall impose liability upon a public entity that makes loans or grants
available through a competitive application process, for the failure of an awardee to meet its
contractual obligations.
(i) This section shall remain in effect only until January 1, 2027, and as of that date is repealed,
unless a later enacted statute that is enacted before January 1, 2027, deletes or extends that
date.
(Amended by Stats. 2019, Ch. 489, Sec. 1. (AB 456) Effective January 1, 2020. Repealed as of
January 1, 2027, by its own provisions.)
175
C-17 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
SAMPLE INSURANCE FORMS
176
C-18 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
177
C-19 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
178
C-20 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
179
LMB-1 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
Bond No. __________
PAYMENT BOND
(LABOR AND MATERIALS)
KNOW ALL PERSONS BY THESE PRESENTS that:
WHEREAS the City of Moorpark (“City”), State of California, has awarded to
(“Principal”)
(Name and address of Contractor)
a contract (the “Contract”) for the Work described as follows:
CITY HALL TENANT IMPROVEMENT PROJECT - 323 SCIENCE DRIVE, MOORPARK, CA
(Project name)
WHEREAS, under the terms of the Contract, the Principal is required before entering upon the
performance of the Work, to file a good and sufficient payment Bond with the City to secure the
claims to which reference is made in Title 3 (commencing with Section 9000) of Part 6 of Division
4 of the Civil Code.
NOW, THEREFORE, we, the undersigned Principal, and
(Name and address of Surety)
(“Surety”) a duly admitted surety insurer under the laws of the State of California, as Surety, are
held and firmly bound unto the City and all contractors, subcontractors, laborers, material
suppliers, and other persons employed in the performance of the Contract and referred to in Title
3 (commencing with Section 9000) of Part 6 of Division 4 of the Civil Code in the penal sum of
Dollars ($ ), for materials furnished or labor thereon of any kind,
or for amounts due under the Unemployment Insurance Act with respect to this Work or labor,
that the Surety will pay the same in an amount not exceeding the amount hereinabove set forth,
and also in case suit is brought upon this Bond, will pay, in addition to the face amount thereof,
costs and reasonable expenses and fees, including reasonable attorneys’ fees, incurred by City
in successfully enforcing this obligation, to be awarded and fixed by the court, and to be taxed as
costs and to be included in the judgment therein rendered.
It is hereby expressly stipulated and agreed that this Bond shall inure to the benefit of any and all
persons, companies, and corporations entitled to file claims under Title 3 (commencing with
Section 9000) of Part 6 of Division 4 of the Civil Code, so as to give a right of action to them or
their assigns in any suit brought upon this Bond.
Upon expiration of the time within which the California Labor Commissioner may serve a civil
wage and penalty assessment against the principal, any of its subcontractors, or both the principal
and its subcontractors pursuant to Labor Code Section 1741, and upon expiration of the time
within which a joint labor management committee may commence an action against the principal,
any of its subcontractors, or both the principal and its subcontractors pursuant to Labor Code
Section 1771.2, if the condition of this Bond be fully performed, then this obligation shall become
null and void; otherwise, it shall be and remain in full force and effect.
180
LMB-2 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
The Surety hereby stipulates and agrees that no change, extension of time, alteration, or addition
to the terms of the Contract or the Specifications accompanying the same shall in any manner
affect its obligations on this Bond, and it does hereby waive notice of any such change, extension,
alteration, or addition.
IN WITNESS WHEREOF, two (2) identical counterparts of this instrument, each of which shall for
all purposes be deemed an original hereof, have been duly executed by Principal and Surety, on
the date set forth below, the name of each corporate party being hereto affixed and these presents
duly signed by its undersigned representative(s) pursuant to authority of its governing body.
Dated:
“Principal”
By:
Its
By:
Its
(Seal)
“Surety”
By:
Its
By:
Its
(Seal)
Note: This Bond must be executed in duplicate and dated, all signatures must be notarized, and evidence
of the authority of any person signing as attorney-in-fact must be attached. DATE OF BOND MUST
NOT BE BEFORE DATE OF CONTRACT. Surety companies executing Bonds must appear on the
Treasury Department’s most current list (Circular 570 as amended) and be authorized to transact
business in the State where the project is located.
181
PB-1 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
Bond No. __________
PERFORMANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS that:
WHEREAS the City of Moorpark (“City”), has awarded to
(“Principal”)
(Name and address of Contractor)
a contract (the “Contract”) for the Work described as follows:
CITY HALL TENANT IMPROVEMENT PROJECT - 323 SCIENCE DRIVE, MOORPARK ,CA
(Project name)
WHEREAS, Principal is required under the terms of the Contract to furnish a Bond for the faithful
performance of the Contract.
NOW, THEREFORE, we, the undersigned Principal, and
,
(Name and address of Surety)
(“Surety”) a duly admitted surety insurer under the laws of the State of California, as Surety, are
held and firmly bound unto the City in the penal sum of
Dollars ($ ), this amount being not less than the
total Contract Price, in lawful money of the United States of America, for the payment of which
sum well and truly to be made, we bind ourselves, our heirs, successors executors and
administrators, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bounded Principal, his,
her or its heirs, executors, administrators, successors or assigns, shall in all things stand to and
abide by, and well and truly keep and perform the covenants, conditions and provisions in the
Contract and any alteration thereof made as therein provided, on the Principal’s part, to be kept
and performed at the time and in the manner therein specified, and in all respects according to
their true intent and meaning, and shall indemnify and save harmless the City, its officers, agents
and employees, as therein stipulated, then this obligation shall become null and void one year
from the date of recordation of the Notice of Completion; otherwise, it shall be and remain in full
force and effect.
As a part of the obligation secured hereby and in addition to the face amount specified therefor,
there shall be included costs and reasonable expenses and fees, including reasonable attorneys’
fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and
included in any judgment rendered. Surety hereby waives any statute of limitations as it applies
to an action on this Bond.
The Surety hereby stipulates and agrees that no change, extension of time, alteration or addition
to the terms of the Contract or of the Work to be performed thereunder or the specifications
accompanying the same shall in anywise affect its obligations under this Bond, and it does hereby
waive notice of any such change, extension of time, alteration or addition to the terms of the
182
PB-2 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
Contract or to the Work or to the specifications. Surety hereby waives the provisions of California
Civil Code Sections 2845 and 2849. The City is the principal beneficiary of this Bond and has all
rights of a party hereto.
IN WITNESS WHEREOF, two (2) identical counterparts of this instrument, each of which shall for
all purposes be deemed an original hereof, have been duly executed by Principal and Surety, on
the date set forth below, the name of each corporate party being hereto affixed and these presents
duly signed by its undersigned representative(s) pursuant to authority of its governing body.
Dated:
“Principal”
By:
Its
By:
Its
(Seal)
“Surety”
By:
Its
By:
Its
(Seal)
Note: This Bond must be executed in duplicate and dated, all signatures must be notarized, and evidence of
the authority of any person signing as attorney-in-fact must be attached. DATE OF BOND MUST NOT
BE BEFORE DATE OF CONTRACT. Surety companies executing Bonds must appear on the Treasury
Department’s most current list (Circular 570 as amended) and be authorized to transact business in the
State where the project is located.
183
PB-3 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
PLEASE PROVIDE CONTACT INFORMATION FOR THE SURETY AND THE BROKER
IN THE SPACE PROVIDED BELOW
SURETY – Contact Information
_________________________________________
_
Attn:______________________________________
_
Address:__________________________________
_
City State Zip_______________________________
Phone
#:___________________________________
BROKER – Contact Information
______________________________________
_
Attn:__________________________________
_
Address:_______________________________
_
City State Zip
____________________________
Phone#
________________________________
184
INS-1 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
WORKERS’ COMPENSATION
CERTIFICATE OF INSURANCE
WHEREAS, the City of Moorpark (“City”) has required certain insurance to be provided by:
NOW THEREFORE, the undersigned insurance company does hereby certify that it has issued
the policy or policies described below to the following named insureds and that the same are in
force at this time:
1. This certificate is issued to:
City of Moorpark
City Hall
799 Moorpark Ave
Moorpark, California 93021
The insureds under such policy or policies are:
2. Workers’ Compensation Policy or Policies in a form approved by the Insurance
Commissioner of California covering all operations of the named insureds as follows:
Policy Number Effective Date Expiration Date
By: Its Authorized Representative
185
GP-1 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
GENERAL PROVISIONS
SECTION 0. GENERAL PROVISIONS DEFINED
0-1 STANDARD SPECIFICATIONS
The 2021 edition of “Standard Specifications for Public Works Construction” (“Standard
Specifications”), as amended by the Contract Documents, is incorporated into the Contract
Documents by this reference. The Work described herein shall be done in accordance with the
provisions of the Standard Specifications, as amended by the Contract Documents.
0-2 NUMBERING OF SECTIONS
The number of sections and subsections in these General Provisions are compatible with the
numbering in the Standard Specifications.
0-3 SUPPLEMENTATION OF STANDARD SPECIFICATIONS
The Sections that follow supplement, but do not replace, the corresponding provisions in Part 1
(General Provisions) of the Standard Specifications, except as otherwise indicated herein. In the
event of any conflict between the Standard Specifications and these General Provisions, these
General Provisions shall control.
SECTION 1. GENERAL, TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE,
AND SYMBOLS
1-2 TERMS AND DEFINITIONS
Whenever in the Standard Specifications or in the Contract Documents the following terms are
used, they shall be understood to mean the following:
Acceptable, Acceptance – or words of similar import shall be understood to be the
acceptance of the City.
Agency – The City of Moorpark.
Applicable Laws – laws, statutes, ordinances, rules, codes, regulations, permits, and
licenses of any kind, issued by governmental authorities or private authorities with
jurisdiction (including utilities), to the extent they apply to the Work.
Board – The City Council of the City of Moorpark.
Contract Documents – As defined in Standard Specifications Section 1-2, but also
including these General Provisions.
Engineer – The City Engineer, acting either directly or through properly authorized
agents. Such agents shall act within the scope of the particular duties entrusted to
them.
Inspector – An authorized representative of the City, assigned by the City to make
inspections of Work performed by or materials supplied by the Contractor.
186
GP-2 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
Laboratory – A laboratory authorized by the City to test materials and Work involved
in the Contract.
Notice of Completion – The notice authorized by Civil Code Section 9204.
Project – See Work.
Submittal – Any drawing, calculation, specification, product data, samples, manuals,
requests for substitutes, spare parts, photographs, survey data, traffic control plans,
record drawings, Bonds or similar items required to be submitted to the City under the
terms of the Contract.
Work – The construction or related work that is to be performed under the Contract,
including furnishing all labor, materials, equipment, and services.
1-3.3 Institutions
The institutions listed in Section 1-3.3 of Part 1 of the Standard Specifications shall be
supplemented by the list below:
Abbreviation Word or Words
AAN ................................................................................... American Association of Nurserymen
AGCA ....................................................................... Associated General Contractors of America
APWA ................................................................................... American Public Works Association
CRSI ..................................................................................... Concrete Reinforcing Steel Institute
CSI ........................................................................................ Construction Specifications Institute
NEC ........................................................................................................... National Electric Code
NFPA .................................................................................... National Fire Protection Association
SSS ........................................................................... State of California Standard Specifications,
Latest edition, Department of Transportation
SSP ....................................................................................... State of California Standard Plans,
Latest edition, Department of Transportation
1-7.2 CONTRACT BONDS
The Faithful Performance Bond shall remain in force until the date of recordation of the Notice of
Completion and the end of all warranty periods set forth in the Contract Documents. The Material
and Labor Bond shall remain in force until expiration of the time within which the California Labor
Commissioner may serve a civil wage and penalty assessment against the principal, any of its
subcontractors, or both the principal and its subcontractors pursuant to Labor Code Section 1741,
and until the expiration of the time within which a joint labor management committee may
commence an action against the principal, any of its subcontractors, or both the principal and its
subcontractors pursuant to Labor Code Section 1771.2.
All Bonds must be submitted using the required forms, which are in the Contract Documents, or
on any other form approved by the City Attorney.
SECTION 2. SCOPE OF THE WORK
2.2 PERMITS
187
GP-3 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
Before starting any construction work, the Contractor will be required to obtain all necessary
permits from the City, which may include obtaining a no fee encroachment permit for Work within
the public right-of-way, as well as all other permits required from all other agencies. Should this
Project require construction of trenches or excavations which are five (5) feet or deeper and into
which a person is required to descend, the Contractor shall obtain a Cal/OSHA permit and furnish
the City with a copy before Work can commence on this Project. Contractor shall bear all cost for
fees for all agencies except for the City’s permit fees. Before acceptance of the Project, the
Contractor shall submit all licenses, permits, certificates of inspection, and required approvals to
the City.
2.4 COOPERATION AND COLLATERAL WORK
The Contractor shall be responsible for coordinating all Work with the City’s street sweeping, trash
pick-up, and street maintenance contractors, emergency services departments, utility companies’
crews, and others when necessary. Payment for conforming to these requirements shall be
included in other items of Work, and no additional payment shall be made thereof.
2-5.4 Haul Routes
Subsection 2-5.4 of Part 1 of the Standard Specifications shall be deleted and replaced as follows:
The Contractor must obtain the City’s approval before using any haul routes.
Further detail requirements for haul traffic can be obtained from the Public Works
Department 805-517-6294.
2-7 CHANGES INITIATED BY THE AGENCY
2-7.1 General.
The City reserves the right, without notice to the Surety, to increase or decrease the quantity of
any item or portion of the Work described in the Contract Documents or to alter or omit portions
of the Work so described, as may be deemed necessary or expedient by the City, without in any
way making the Contract void. Such increases, alterations or decreases of Work shall be
considered and treated as though originally contracted for, and shall be subject to all the terms,
conditions and provisions of the original Contract. The Contractor shall not claim or bring suit for
damages, whether for loss of profits or otherwise, on account of any decrease, alteration or
omission of any kind of Work to be done.
2-7.2 Allowances Adjustment
For Contract items bid based on allowance, submit Change Order Request on difference between
actual purchase amount and allowance, based on work-in-place.
When requested, prepare explanations and documentation to substantiate amounts claimed for
work done based on allowances. City reserves the right to establish actual quantity of work-in-
place by independent quantity survey, measure, or count.
2-8 EXTRA WORK
New and unforeseen work will be classified as Extra Work only when the Work is not covered and
cannot be paid for under any of the various items or combination of items for which a Bid price
188
GP-4 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
appears on the Bid. The Contractor shall not do any Extra Work except upon written order from
the City.
2-8.1 Work Directive Change
City may direct changes in the Work by issuing a Work Directive given in writing to Contractor's
representative or on-site superintendent or foreman in charge of the particular Work for which the
Work Directive is given. A Work Directive shall describe the work to be undertaken and any
change in the Work. A Work Directive shall only be used when the Work to be added or deleted
must be accomplished before the Change Order procedure can be accomplished.
THE CONTRACT PRICE AND CONTRACT TIME MAY ONLY BE ADJUSTED BY CHANGE
ORDER AND MAY NOT BE ADJUSTED BY WORK DIRECTIVE. TO THE EXTENT THE WORK
DIRECTIVE RESULTS IN A CHANGE TO THE CONTRACT PRICE OR THE CONTRACT TIME,
CONTRACTOR MUST TIMELY REQUEST A CHANGE ORDER AND COMPLY WITH ALL
CHANGE ORDER PROCEDURES IN ACCORDANCE WITH THIS SECTION.
Notwithstanding issuance of a Work Directive, failure to timely request a Change Order shall
constitute a waiver by Contractor of any adjustment to the Contract Price or Contract Time for the
Work performed under the Work Directive. City shall not be liable to Contractor for Work
performed or omitted by Contractor in reliance on verbal orders.
2-8.2 Change Order Work
The City, without invalidating the Contract, may order changes in the Work consisting of additions,
deletions or other revisions, and the Contract Price and Contract Time shall be adjusted
accordingly. All such changes in the Work shall be authorized by Change Order and shall be
performed under the applicable conditions of the Contract Documents. A Change Order signed
by the Contractor indicates the Contractor’s agreement therewith, including any adjustment in the
Contract Price or the Contract Time, and the full and final settlement of all costs (direct, indirect,
and overhead) related to the Work authorized by the Change Order.
All requests for additional compensation to the Contractor shall be presented in writing before the
expense is incurred and will be adjusted as provided herein. No work shall be allowed to lag
pending such adjustment, but shall be promptly executed as directed, even if a dispute arises. No
request for a change will be considered after the work in question has been done unless a written
contract change order has been issued or a timely written notice of change or delay has been
made by Contractor. Contractor shall not be entitled to claim or to bring suit for damages, whether
for loss of profits or otherwise, on account of any decrease or omission of any item or portion of
Work to be done. Whenever any change is made as provided for herein, such change shall be
considered and treated as though originally included in the Contract, and shall be subject to all
terms, conditions, and provisions of the original Contract.
2-8.3 Notice of Delay or Change
With respect to any matter that may involve or require an adjustment to the Contract Time or the
Contract Price, Contractor shall provide written notice of the underlying facts and circumstances
that gave rise to the proposed change, within the following times:
1. If due to unknown subsurface or latent physical conditions, within three (3) days from the
discovery date or prior to the alterations of the conditions, whichever is earlier.
189
GP-5 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
2. If due to any other matter that may involve an adjustment to the Contract Time or the
Contract Price, within seven (7) days from the discovery date.
2-8.4 Request for Extension or Change
Within twenty-one (21) days from providing the notice of delay or change, and prior to incurring
any expense, Contractor shall submit a Change Order Request. The Change Order Request shall
identify the amount of the adjustment to the Contract Price or the Contract Time, or both.
The Change Order Request shall contain all supporting documentation for the proposed changes,
including but not limited to data showing the hours worked, cost estimates, invoices, and
schedules. If the Change Order Request includes a request for an extension of the Contract Time,
the Change Order Request shall include a time impact analysis showing the impact of the
underlying facts and circumstances to the critical path. City may request, and Contractor shall
provide, any additional information supporting the Change Order Request, including but not
limited to native electronic format version of schedules and time impact analyses.
If any added costs or information cannot be determined at the time of the Change Order Request,
Contractor shall identify the reason the costs or information cannot be determined. For any costs
or information that cannot be determined at the time Contractor submits the Change Order
Request, Contractor shall submit to City notice of the costs or information and all supporting
documentation within three (3) days of when the costs or information become subject to
determination.
Whenever possible, any changes to the Contract Price shall be in a lump sum mutually agreed
by the Contractor and the City.
Price quotations from the Contractor shall be accompanied by such detailed supporting
documentation, including but not limited to estimates and quotations from subcontractors or
material suppliers, as City may reasonably request.
If the Contractor fails to submit a complete cost proposal within the twenty-one (21) Day period
(or as requested), the City has the right to order the Contractor in writing to commence the work
immediately on a force account basis and/or issue a lump sum change to the Contract Price in
accordance with the City’s estimate of cost. If the change is issued based on the City estimate,
the Contractor will waive its right to dispute the action unless within fifteen (15) Days following
receipt of the City’s estimate, the Contractor presents written proof that the City’s estimate was in
error.
Estimates for lump sum quotations and accounting for cost-plus-percentage work shall be limited
to direct expenditures necessitated specifically by the extra work, and shall be segregated as
follows:
1. Labor. The costs of labor will be the actual cost for wages prevailing locally for each craft
or type of worker at the time the extra work is done, plus employer payments of payroll taxes and
insurance, health and welfare, pension, vacation, apprenticeship funds, and other direct costs
resulting from Federal, State, or local laws, as well as assessment or benefits required by lawful
collective bargaining agreements. The use of a labor classification which would increase the extra
work cost will not be permitted unless the Contractor establishes the necessity for such additional
costs. Labor costs for equipment operators and helpers shall be reported only when such costs
are not included in the invoice for equipment rental.
190
GP-6 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
2. Materials. The cost of materials reported shall be at the lowest current price at which such
materials are locally available in the quantities involved, plus sales tax, freight, and delivery.
Materials costs shall be based upon supplier or manufacturer’s invoice. If invoices or other
satisfactory evidence of costs are not furnished within the time required for requesting a change
of the Contract Price or Contract Time, then the City may determine the materials cost, at its sole
discretion, or may determine that the Contractor waived all rights to payment for material costs
pursuant to Section 2-8.5.
3. Tool and Equipment Use. Regardless of ownership, the rates to be used in determining
equipment use shall not exceed listed rates prevailing locally at equipment rental agencies, or
distributors, at the time the work is performed. The Contractor shall furnish cost data supporting
the establishment of the rental rate. The rental rate to be applied for use of each item of equipment
shall be the rate resulting in the least total cost to the City for the total period of use. The City shall
the make the final determination as to an equitable rental rate for the equipment. No payment will
be made for the use of small tools, which have a replacement value of $1,000 or less.
i. The rental time to be paid for equipment shall be the time the equipment is
in productive operation on the extra work being performed. Rental time will not be allowed
while equipment is inoperative due to breakdowns.
ii. All equipment shall, in the opinion of the City, be in good working condition
and suitable for the purpose for which the equipment is to be used. Equipment with no
direct power unit shall be powered by a unit of at least the minimum rating recommended
by the manufacturer.
iii. Before construction equipment is used on any extra work, the Contractor
shall plainly stencil or stamp an identifying number thereon at a conspicuous location, and
shall furnish to the City, in duplicate, a description of the equipment and its identifying
number.
iv. When hourly rates are listed, any part of an hour less than 30 minutes of
operation shall be considered to be 1/2-hour of operation, and any part of an hour greater
than 30 minutes will be considered one hour of operation. When daily rates are listed, any
part of a day less than 4 hours operation shall be considered to be 1/2-day of operation.
4. Allowed Mark-up. The allowed mark-up for any and all overhead (including supervision
and home and field office costs) and profit on work added to the Contract shall be determined in
accordance with the following provisions:
i. “Net Cost” is defined as the actual costs of labor, materials and tools and
equipment only, excluding overhead and profit. The costs of applicable insurance and
bond premium will be reimbursed to the Contractor and subcontractors at cost only,
without mark-up. Contractor shall provide City with documentation of the costs, including
but not limited to payroll records, invoices, and such other information as City may
reasonably request.
ii. For Work performed by the Contractor’s forces the allowed mark-up shall
not exceed fifteen (15%) percent of Labor costs, ten percent (10%) of Material costs, and
ten percent (10%) of the cost of Tools and Equipment use.
191
GP-7 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
iii. For Work performed by a subcontractor or sub-subcontractor, the allowed
mark-up shall not exceed ten (10%) percent of the subcontractor’s or sub-subcontractor’s
Net Cost of the Work.
For added or deducted Work by subcontractors, the Contractor shall furnish to the City the
subcontractor’s signed detailed records of the cost of labor, material, and equipment, including
the subcontractor markup for overhead and profit. The same requirement shall apply to sub-
subcontractors.
For added or deducted work furnished by a vendor or supplier, the Contractor shall furnish to the
City a detailed record of the cost to the Contractor, signed by such vendor or supplier.
Contractor shall not be entitled to any compensation for Work subject to a change order except
as expressly set forth in this Section. The mark-up added in instances of extra or additional work
shall constitute the entire amount of profit, any mark-ups, any field or home office overhead costs,
including personnel, equipment or office space, any materials, or any costs of equipment idle time
for such work.
Contractor shall not reserve a right to assert impact costs, extended job site costs, extended
overhead, constructive acceleration and/or actual acceleration beyond what is stated in the
Change Order. No claims shall be allowed for impact, extended overhead costs, constructive
acceleration and/or actual acceleration due to a multiplicity of changes and/or clarifications. The
Contractor may not change or modify the City’s Change Order form in an attempt to reserve
additional rights.
If the City disagrees with the proposal submitted by Contractor, it will notify the Contractor, and
the City will provide its opinion of the appropriate price and/or time extension. If the Contractor
agrees with the City, a change order will be issued by the City. If no agreement can be reached,
the City shall have the right to issue a unilateral change order setting forth its determination of the
reasonable additions or savings in costs and time attributable to the extra or deleted work. Such
determination shall become final and binding if the Contractor fails to submit a claim in writing to
the City within fifteen (15) Days of the issuance of the unilateral change order, disputing the terms
of the unilateral change order and providing such supporting documentation for its position as the
City may reasonably require.
No dispute, disagreement, or failure of the parties to reach agreement on the terms of the Change
Order shall relieve the Contractor from the obligation to proceed with performance of the changed
work, including extra work, promptly and expeditiously.
Any alterations, extensions of time, extra work, deductions in work, or any other changes may be
made without securing consent of the Contractor’s surety or sureties.
2-8.5 Waiver of Rights of Contractor
Failure by contractor to provide timely notice and request where such notice and request is
required by this Section shall constitute a waiver by contractor of the right to a contract adjustment
on account of such circumstances and a waiver of any right to further recourse or recovery by
reason of or related to such change by means of the claims dispute resolution process or by any
other legal process otherwise provided for under applicable laws.
192
GP-8 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
SECTION 3. CONTROL OF THE WORK
3-1 ASSIGNMENT
Any purported assignment without written consent of the City shall be null, void, and of no effect,
and the Contractor shall hold harmless, defend and indemnify the City and its officers, officials,
employees, agents and representatives with respect to any claim, demand or action arising from
or relating to any unauthorized assignment.
If the City opts to consent to assignment, the City’s consent shall be contingent upon: (1) a letter
from the Surety agreeing to the assignment and assigning all of the Bonds to the assignee without
any reduction, or the assignee supplying all new Bonds in the amounts originally required under
the Contract Documents; and (2) the assignee supplying all of the required insurance in the
amounts required in the Contract Documents. Until the Surety assigns all of the Bonds or the
assignee supplies all of the new Bonds, and until the assignee supplies all of the required
insurance, an assignment otherwise consented to in writing by the City shall not be effective. Even
if the City consents to assignment, no assignment shall relieve the Contractor of liability under the
Contract.
3-5 INSPECTION
The Contractor shall arrange and pay for all site inspection of the Work including any off-site
inspection, required by any ordinance or governing authorities. The Contractor shall also arrange
and pay for other inspections, including tests in connection therewith, as may be assigned or
required.
If the Contract Documents, the City, or any instructions, laws, ordinances, or public authority
requires any part of the Work to be tested or Approved, Contractor shall provide the City at least
two (2) working days’ notice of its readiness for observation or inspection. If inspection is by a
public authority other than the City, Contractor shall promptly inform the City of the date fixed for
such inspection. Required certificates of inspection (or similar) shall be secured by Contractor.
Costs for initial testing and City inspection shall be paid by the City. Costs of re-tests and/or re-
inspection for Work found not to be in compliance shall be paid by the Contractor. Costs for
inspection by authorities other than the City shall be paid for by the Contractor.
If any Work is done or covered up without the required testing or approval, the Contractor shall
uncover or deconstruct the Work, and the Work shall be redone after completion of the testing at
the Contractor’s cost.
Where inspection and testing are to be conducted by an independent laboratory or agency,
materials or samples of materials to be inspected or tested shall be selected by such laboratory
or agency, or by the City, and not by Contractor. All tests or inspections of materials shall be made
in accordance with the commonly recognized standards of national organizations.
In advance of manufacture of materials to be supplied by Contractor which must be tested or
inspected, Contractor shall notify the City so that the City may arrange for testing at the source of
supply. Any materials which have not satisfactorily passed such testing and inspection shall not
be incorporated into the Work
If the manufacture of materials to be inspected or tested will occur in a plant or location greater
than sixty (60) miles from the City, the Contractor shall pay for any excessive or unusual costs
193
GP-9 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
associated with such testing or inspection, including but not limited to excessive travel time,
standby time and required lodging.
Re-examination of Work may be ordered by the City. If so ordered, Work must be uncovered or
deconstructed by Contractor. If Work is found to be in accordance with the Contract Documents,
the City shall pay the costs of re-examination and re-construction. If such work is found not to be
in accordance with the Contract Documents, Contractor shall pay all costs.
3.7 CONTRACT DOCUMENTS
3-7.1 General
In addition to the requirements under Section 3-7.1 in the Standard Specifications, the Contractor
shall maintain a control set of Plans and Specifications on the Project site at all times. All final
locations determined in the field, and any deviations from the Plans and Specifications, shall be
marked in red on the control set to show the as-built conditions. This control set of Plans shall
also be edited for all Addenda, Requests for Information, Change Orders, field changes not
involving cost, and any other variation that occurred during construction. Upon completion of all
Work, the Contractor shall return the control set to the City. Final payment will not be made until
this requirement is met.
Where a work feature is shown on the drawings or identified in the Specifications but is not
specifically indicated as an item in the Bid sheets, and there is no ambiguity regarding the
requirement to construct, install, or construct and install that work feature, the Contractor is
required to complete the work feature. All costs to the Contractor for constructing, installing, or
both constructing and installing such a work feature shall be included in the Bid.
3-7.2 Precedence of the Contract Documents
The Contract Documents are intended to be fully cooperative and to be complementary. If
Contractor observes that any of the Contract Documents are in conflict, the Contractor shall
promptly notify the City in writing.
With regard to Section 3-7.2 in the Standard Specifications, in case of conflicts between the
Contract Documents, the order of precedence shall be as follows:
1. Permits issued by regulatory agencies with jurisdiction.
2. Change Orders and Supplemental Agreements, whichever occurs last.
3. Contract/Agreement.
4. Addenda.
5. Notice Inviting Bids.
6. Instructions to Bidders.
7. Bid/Proposal.
8. Special Provisions.
9. General Provisions.
10. Plans.
11. Standard Plans.
12. Standard Specifications.
13. Reference Specifications.
With reference to the Drawings, the order of Precedence shall be as follows:
194
GP-10 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
1. Figures govern over scaled dimensions.
2. Detail drawings govern over general drawings.
3. Addenda or Change Orders drawings govern over Contract Drawings
4. Contract Drawings govern over Standard Drawings
5. Contract Drawings govern over Shop Drawings
3-7.3 Examination of the Contract Documents
Before commencing any portion of the Work, Contractor shall again carefully examine all Contract
Documents, the Site and other information given to Contractor as to materials and methods of
construction and other Work requirements. Contractor shall immediately notify the City of any
potential error, inconsistency, ambiguity, conflict or lack of detail or explanation. If Contractor
performs, permits, or causes the performance of any Work which is in error, inconsistent or
ambiguous, or not sufficiently detailed or explained in the Contract Documents, Contractor shall
bear any and all resulting costs, including, without limitation, the cost of correction. In no case
shall the Contractor or any subcontractor proceed with Work if uncertain as to the applicable
requirements.
3-7.4 Request for Information; Additional Instructions
Contractor may make a written request for information from the City to address any error,
inconsistency, ambiguity, conflict or lack of detail or explanation in the Contract Documents. The
City will provide any required additional instructions, by means of drawings or other written
direction, necessary for proper execution of Work. City shall respond to Requests for Information
within a reasonable time. For purposes of this section ten (10) calendar days shall constitute a
reasonable time. If additional time is needed, the City will notify the Contractor with the
approximate timing.
3-7.5 Contractor’s Variation from Contract Documents
If Contractor varies from the requirements of the Contract Documents including the requirement
to comply with all Applicable Laws, the City may at any time, before or after completion of the
Work, order the improper Work removed, remade, or replaced by the Contractor at the
Contractor’s sole expense.
3-8 SUBMITTALS
3-8.1 Submittals
Contractor shall furnish to the City for approval, prior to purchasing or commencing any Work, a
log of all samples, material lists and certifications, mix designs, schedules, and other submittals,
as required in the Contract Documents. The log shall indicate whether samples will be provided
in accordance with other provisions of this Contract.
Contractor will provide samples and submittals, together with catalogs and supporting data
required by the City, to the City within a reasonable time period to provide for adequate review
and avoid delays in the Work.
The requirements in shall not authorize any extension of time for performance of this contract.
City will review such samples, but only for conformance with design concept of work and for
195
GP-11 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
compliance with information given in the Contract Documents. Work shall be in accordance with
approved samples and submittals.
3-8.3 Shop Drawings
Contractor shall check and verify all field measurements and shall submit with such promptness
as to provide adequate time for review and cause no delay in its own Work or in that of any other
contractor, subcontractor, or worker on the Project, electronic files of all shop drawings,
calculations, schedules, and materials list, and all other provisions required by the Contract
Documents. Contractor shall sign all submittals affirming that submittals have been reviewed and
approved by Contractor prior to submission to City. Each signed submittal shall affirm that the
submittal meets all the requirements of the Contract Documents except as specifically and clearly
noted and listed on the transmittal letter of the submittal.
Contractor shall make any corrections required by the City, and file with the City corrected
electronic files, and furnish such other copies as may be needed for completion of the Work. City’s
acceptance of shop drawings shall not relieve Contractor from responsibility for deviations from
the Contract Documents unless Contractor has, in writing, called City’s attention to such
deviations at time of submission and has secured the City’s written acceptance. City’s acceptance
of shop drawings shall not relieve Contractor from responsibility for errors in shop drawings.
3-9 SUBSURFACE DATA
If the City or its consultants have made investigations of subsurface conditions in areas where
the Work is to be performed, such investigations shall be deemed made only for the purpose of
study and design. If a geotechnical or other report has been prepared for the Project, the
Contractor may inspect the records pertaining to such investigations subject to and upon the
conditions hereinafter set forth. The inspection of the records shall be made in the office of the
City. It is the Contractor’s sole responsibility to determine whether such investigations exist, and
the City makes no affirmative or negative representation concerning the existence of such
investigations.
The records of any such investigations are made available solely for the convenience of the
Contractor. It is expressly understood and agreed that the City, their agents, consultants or
employees assume no responsibility whatsoever with respect to the sufficiency or accuracy of
any investigations, the records thereof, and the interpretations set forth therein. No warranty or
guarantee is expressed or implied that the conditions indicated by any such investigations or
records are representative of those existing in the Project area. The Contractor agrees to make
such independent investigations and examination as necessary to be satisfied of the conditions
to be encountered in the performance of the Work.
The Contractor represents that it has studied the Plans, Specifications and other Contract
Documents, and all surveys and investigation reports of subsurface and latent physical conditions,
has made such additional surveys and investigations as necessary for the performance of the
Work at the Contract Price in accordance with the requirements of the Contract Documents, and
that it has correlated the results of all such data with the requirements of the Contract Documents.
No claim of any kind shall be made or allowed for any error, omission or claimed error or omission,
in whole or in part, of any geotechnical exploration or any other report or data furnished or not
furnished by the City.
3-10 SURVEYING
196
GP-12 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
3-10.1 General
The Contractor shall verify all dimensions on the drawings and shall report to the City any
discrepancies before proceeding with related Work. The Contractor shall perform all survey and
layout Work per the information on the Project Plans. All surveying Work must conform to the
Professional Land Surveyors’ Act (Business and Professions Code Section 8700 et seq). All
Project surveying notes and “cut-sheets” are to be provided to the City after the completion of
each surveying activity and all final surveying notes shall be provided before final payment to the
Contractor.
Construction stakes shall be set and stationed by Contractor at its expense. Unless otherwise
indicated in the Special Provisions, surveying costs shall be included in the price of items bid. No
separate payment will be made. Re-staking and replacement of construction survey markers
damaged as a result of the Work, vandalism, or accident shall be at the Contractor’s expense.
3-11 CONTRACT INFORMATION SIGNS
The names, addresses and specialties of the Contractor, Subcontractors, architects or engineers
may not be displayed on any signage within the public right-of-way. This signage prohibition
includes advertising banners hung from truck beds or other equipment.
3-12 WORKSITE MAINTENANCE
3-12.1 General.
Clean-up shall be done as Work progresses at the end of each day and thoroughly before
weekends. The Contractor shall not allow the Work site to become littered with trash and waste
material, but shall maintain the same in a neat and orderly condition throughout the construction
operation. Materials which need to be disposed shall not be stored at the Project site, but shall be
removed by the end of each Working Day. If the job site is not cleaned to the satisfaction of the
City, the cleaning will be done or contracted by the City and shall be back-charged to the
Contractor and deducted from the Contract Price.
The Contractor shall promptly remove from the vicinity of the completed Work, all rubbish, debris,
unused materials, concrete forms, construction equipment, and temporary structures and facilities
used during construction. Final acceptance of the Work by the City will be withheld until the
Contractor has satisfactorily complied with the foregoing requirements for final clean-up of the
Project site.
3.12.4 Storage of Equipment and Materials.
3-12.4.1 General
The Contractor shall make arrangements for storing its equipment and materials. The Contractor
shall make its own arrangements for any necessary off-site storage or shop areas necessary for
the proper execution of the Work. Approved areas within Work site may be used for temporary
storage; however, the Contractor shall be responsible for obtaining any necessary permits from
the City. In any case, the Contractor’s equipment and personal vehicles of the Contractor’s
employees shall not be parked on the traveled way or on any section where traffic is restricted at
any time. The Contractor shall submit a staging plan for approval by the City.
197
GP-13 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
The Contractor shall deliver, handle, and store materials in accordance with the manufacturer’s
written recommendations and by methods and means that will prevent damage, deterioration,
and loss including theft. Delivery schedules shall be controlled to minimize long-term storage of
products at the Project site and overcrowding of construction spaces. In particular, the Contractor
shall provide delivery and installation coordination to ensure minimum holding or storage times
for materials recognized to be flammable, hazardous, easily damaged, or sensitive to
deterioration, theft, and other sources of loss.
Storage shall be arranged to provide access for inspection. The Contractor shall periodically
inspect to assure materials are undamaged and are maintained under required conditions.
All costs associated with the clean-up and storage required to complete the Project shall be the
sole responsibility of the Contractor.
3-12.4.2 Storage in Public Streets
The first sentence of Section 3-12.4.2 shall not be incorporated and shall instead be replaced with
the following:
Construction materials and equipment shall not be stored in Streets, roads, or highways unless
otherwise specified in the Special Provisions or approved by the City.
3-13 COMPLETION, ACCEPTANCE, AND WARRANTY
3-13.1 Completion.
The Contractor shall complete all Work under the Contract within ___________ (____) Working
Days from the Notice to Proceed.
3-13.2 Acceptance
The Project will not be considered complete and ready for City Council direction to staff regarding
recordation of the Notice of Completion until all required Work is completed, the Work site is
cleaned up in accordance with Section 3-12 of Part 1 of the Standard Specifications and the
Special Provisions, and all of the following items have been received by the City:
1. A form of Notice of Completion, with all information required by the California Civil Code;
2. All written guarantees and warranties;
3. Evidence that the Performance Bond has been extended and will remain in effect for the
period specified in Section 1-7.2 of the Standard Specifications, as modified by these
General Provisions;
4. All “as-builts”;
5. Duplicate copies of all operating instructions and manufacturer’s operating catalogs and
data, together with such field instructions as necessary to fully instruct City personnel in
correct operation and maintenance procedures for all equipment installed listed under the
electrical, air conditioning, heating, ventilating and other trades. This data and instructions
shall be furnished for all equipment requiring periodic adjustments, maintenance or other
198
GP-14 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
operation procedures.
The Contractor shall allow at least seven (7) Working Days’ notice for final inspection. Such notice
shall be submitted to the City in writing.
3-13.3 Warranty
Contractor warrants that all materials and equipment furnished under this Contract shall be new
unless otherwise specified in the Contract Documents; and that all Work conforms to the Contract
Document requirements and is free of any defect whether performed by the Contractor or any
subcontractor or supplier.
For the purposes of the calculation of the start of the warranty period, the Work shall be deemed
to be completed upon the date of recordation of the Notice of Completion. If that direction is
contingent on the completion of any items remaining on a punchlist, the Work shall be deemed to
be completed upon the date of the City’s acceptance of the final item(s) on that punchlist.
Unless otherwise stated, the warranty period shall be for one year.
The Contractor shall repair or replace defective materials and workmanship as required in this
Section 3-13.3 at its own expense. Additionally, the Contractor agrees to defend, indemnify and
hold the City harmless from claims of any kind arising from damage, injury or death due to such
defects.
The City shall notify the Contractor, in writing, within a reasonable time after the discovery of any
failure, defect, or damage. The Contractor shall within ten (10) Days after being notified
commence and perform with due diligence all necessary Work to complete or correct the work at
issue. If the Contractor fails to promptly remedy any defect, or damage within this time; the City
shall have the right to replace, repair, or otherwise remedy the defect, or damage at the
Contractor’s expense.
With respect to all warranties, express or implied, from subcontractors, manufacturers, or
suppliers for Work performed and Materials furnished under this Contract, the Contractor shall:
1. Obtain for City all warranties that would be given in normal commercial practice or that are
required in the Contract Documents.
2. Require all warranties to be executed, in writing, for the benefit of the City; and
3. Enforce all warranties for the benefit of the City, unless otherwise directed in writing by the
City.
The parties agree that no certificate given shall be conclusive evidence of the faithful performance
of the Contract, either in whole or in part, and that no payment shall be construed to be in
acceptance of any defective Work or improper materials. Further, the certificate or final payment
shall not terminate the Contractor’s obligations under the warranty herein. The Contractor agrees
that payment of the amount due under the Contract and the adjustments and payments due for
any Work done in accordance with any alterations of the same, shall release the City, the City
Council and its officers and employees from any and all claims or liability on account of Work
performed under the Contract or any alteration thereof.
199
GP-15 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
SECTION 4. CONTROL OF MATERIALS
4-1 GENERAL
The Contractor and all Subcontractors, suppliers, and vendors shall guarantee that the Work will
meet all requirements of this Contract as to the quality of materials, equipment, and workmanship.
4-4 TESTING
Except as elsewhere specified, the City shall bear the cost of testing materials and workmanship
that meet or exceed the requirements indicated in the Standard Specifications and the Special
Provisions. The cost of all other tests, including the retesting of material or workmanship that fails
to pass the first test, shall be borne by the Contractor.
4-6 TRADE NAMES
If the Contractor requests to substitute an equivalent item for a brand or trade name item, the
burden of proof as to the comparative quality and suitability of alternative equipment or articles or
materials shall be upon the Contractor, and the Contractor shall furnish, at its own expense, all
information necessary or related thereto as required by the City. All requests for substitution shall
be submitted, together with all documentation necessary for the City to determine equivalence,
no later than thirty-five (35)Days after the award of Contract, unless a different deadline is listed
in the Special Provisions.
The Contractor shall be responsible for paying all costs related to a substituted “equal” material,
process, or article.
If a proposed “equal” substitution is rejected, Contractor shall be responsible for providing the
specified material, process, or article without adjustment to the Contract Price or Contract Time.
The City has the complete and sole discretion to determine if a material, process, or article is an
“equal” material, process or article that may be substituted.
SECTION 5. LEGAL RELATIONS AND RESPONSIBILITIES
5-3 LABOR
5-3.1 Public Work
The Contractor acknowledges that the Project is a “public work” as defined in Labor Code Section
1720 et seq. (“Chapter 1”), and that this Project is subject to (a) Chapter 1, including without
limitation Labor Code Section 1771 and (b) the rules and regulations established by the Director
of Industrial Relations (“DIR”) implementing such statutes. The Contractor shall perform all Work
on the Project as a public work. The Contractor shall comply with and be bound by all the terms,
rules and regulations described in (a) and (b) as though set forth in full herein.
5-3.2 Copies of Wage Rates
Pursuant to Labor Code Section 1773.2, copies of the prevailing rate of per diem wages for each
craft, classification, or type of worker needed to perform the Project are on file at City Hall and will
be made available to any interested party on request. By initiating any Work, the Contractor
acknowledges receipt of a copy of the DIR determination of such prevailing rate of per diem
200
GP-16 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
wages, and the Contractor shall post such rates at each job site covered by these Contract
Documents.
The Contractor shall comply with and be bound by the provisions of Labor Code Sections 1774
and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for
failure to pay prevailing wages. The Contractor shall, as a penalty paid to the City, forfeit two
hundred dollars ($200) for each calendar day, or portion thereof, for each worker paid less than
the prevailing rates as determined by the DIR for the work or craft in which the worker is employed
for any public work done pursuant to these Contract Documents by the Contractor or by any
Subcontractor.
5-3.3 Payroll Records
The Contractor shall comply with and be bound by the provisions of Labor Code Section 1776,
which requires the Contractor and each Subcontractor to (1) keep accurate payroll records and
verify such records in writing under penalty of perjury, as specified in Section 1776, (2) certify and
make such payroll records available for inspection as provided by Section 1776, and (3) inform
the City of the location of the records. The Contractor has ten (10) days in which to comply
subsequent to receipt of a written notice requesting these records, or as a penalty to the City, the
Contractor shall forfeit one hundred dollars ($100) for each Day, or portion thereof, for each
worker, until strict compliance is effectuated. Upon the request of the Division of Labor Standards
Enforcement, these penalties shall be withheld from progress payments then due.
The Contractor and each Subcontractor shall comply with and be bound by the provisions of Labor
Code Section 1771.4(a)(3), which requires that each Contractor and each Subcontractor shall
furnish the records specified in Section 1776 directly to the Labor Commissioner at least monthly,
in a format prescribed by the Labor Commissioner.
5-3.4 Hours of Labor
The Contractor acknowledges that eight (8) hours labor constitutes a legal day’s work. The
Contractor shall comply with and be bound by Labor Code Section 1810. The Contractor shall
comply with and be bound by the provisions of Labor Code Section 1813 concerning penalties for
workers who work excess hours. The Contractor shall, as a penalty paid to the City, forfeit twenty-
five dollars ($25) for each worker employed in the performance of this Project by the Contractor
or by any Subcontractor for each calendar day during which such worker is required or permitted
to work more than eight (8) hours in any one (1) calendar day and forty (40) hours in any one
calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the Labor
Code. Pursuant to Labor Code Section 1815, work performed by employees of the Contractor in
excess of eight (8) hours per day, and forty (40) hours during any one week shall be permitted
upon public work upon compensation for all hours worked in excess of eight (8) hours per day at
not less than one and one-half (1-1/2) times the basic rate of pay.
5-3.5 Apprentices
The Contractor shall comply with and be bound by the provisions of Labor Code Sections 1777.5,
1777.6 and 1777.7 and California Code of Regulations Title 8, Section 200 et seq. concerning the
employment of apprentices on public works projects. The Contractor shall be responsible for
compliance with these Sections for all apprenticeable occupations. Before commencing Work on
this Project, the Contractor shall provide the City with a copy of the information submitted to any
applicable apprenticeship program. Within sixty (60) Days after concluding Work, Contractor and
201
GP-17 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
each of its Subcontractors shall submit to the City a verified statement of the journeyman and
apprentice hours performed under this Contract.
5-3.6 Debarment or Suspension
The Contractor shall not perform Work with any Subcontractor that has been debarred or
suspended pursuant to California Labor Code Section 1777.1 or any other federal or State law
providing for the debarment of contractors from public works. The Contractor and Subcontractors
shall not be debarred or suspended throughout the duration of this Contract pursuant to Labor
Code Section 1777.1 or any other federal or State law providing for the debarment of contractors
from public works. If the Contractor or any Subcontractor becomes debarred or suspended during
the duration of the Project, the Contractor shall immediately notify the City.
5-3.7 Registration with the DIR
In accordance with Labor Code Sections 1725.5 and 1771.1, no contractor or subcontractor shall
be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of
the Public Contract Code, or engage in the performance of any contract for public work, unless
currently registered and qualified to perform public work pursuant to Section 1725.5.
5-3.8 Compliance Monitoring and Posting Job Sites
This Project is subject to compliance monitoring and enforcement by the DIR. The Contractor
shall post job site notices, as prescribed by regulation.
5-3.9 Subcontractors
For every Subcontractor who will perform Work on the Project, the Contractor shall be responsible
for such Subcontractor’s compliance with Chapter 1 and Labor Code Sections 1860 and 3700,
and the Contractor shall include in the written Contract between it and each Subcontractor a copy
of the provisions in this Section 5-3 of the General Provisions and a requirement that each
Subcontractor shall comply with those provisions. The Contractor shall be required to take all
actions necessary to enforce such contractual provisions and ensure Subcontractor’s compliance,
including without limitation, conducting a periodic review of the certified payroll records of the
Subcontractor and upon becoming aware of the failure of the Subcontractor to pay its workers the
specified prevailing rate of wages. The Contractor shall diligently take corrective action to halt or
rectify any failure.
5-3.10 Prevailing Wage Indemnity
To the maximum extent permitted by law, the Contractor shall indemnify, hold harmless and
defend (at the Contractor’s expense with counsel reasonably acceptable to the City) the City, its
officials, officers, employees, agents and independent contractors serving in the role of City
officials, and volunteers from and against any demand or claim for damages, compensation, fines,
penalties or other amounts arising out of or incidental to any acts or omissions listed in Section
5-3 of the General Provisions by any Person (including the Contractor, its Subcontractors, and
each of their officials, officers, employees and agents) in connection with any Work undertaken
or in connection with the Contract Documents, including without limitation the payment of all
consequential damages, attorneys’ fees, and other related costs and expenses. All duties of the
Contractor under this Section 5-3.10 shall survive expiration or termination of the Contract.
202
GP-18 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
5-4 INSURANCE
5-4.1 General
The first paragraph of Section 5-4.1 of Part 1 of the Standard Specifications shall not be
incorporated and shall instead be replaced with the following:
The Contractor shall provide and maintain insurance naming the City, its elected
and appointed officials, officers, employees, attorneys, agents, volunteers, and
independent contractors in the role of City officials as insureds or additional
insureds regardless of any inconsistent statement in the policy or any subsequent
endorsement whether liability is attributable to the Contractor or the City. The
insurance provisions shall not be construed to limit the Contractor’s indemnity
obligations contained in the Contract. The City will not be liable for any accident,
loss or damage to the Work prior to completion, except as otherwise specified in
Section 6-5.
5-4.2 General Liability Insurance
The Contractor shall at all times during the term of the Contract carry, maintain, and keep in full
force and effect the insurance referenced in Section 5-4 of Part 1 of the Standard Specifications,
as modified below.
5-4.2.1 Additional Insureds
The City, its elected and appointed officials, officers, employees, attorneys, agents, volunteers,
and independent contractors in the role of City officials, shall be the insured or named as
additional insureds covering the Work, regardless of any inconsistent statement in the policy or
any subsequent endorsement, whether liability is attributable to the Contractor or the City.
5-4.2.2 No Limitation on Indemnity
The insurance provisions shall not be construed to limit the Contractor’s indemnity obligations
contained in these Contract Documents.
5-4.2.3 Replacement Insurance
The Contractor agrees that it will not cancel, reduce or otherwise modify the insurance coverage.
The Contractor agrees that if it does not keep the required insurance in full force and effect, and
such insurance is available at a reasonable cost, the City may take out the necessary insurance
and pay the premium thereon, and the repayment thereof shall be deemed an obligation of the
Contractor and the cost of such insurance may be deducted, at the option of the City, from
payments due the Contractor. This shall be in addition to all other legal options available to the
City to enforce the insurance requirements.
5-4.2.4 Certificates of Insurance with Original Endorsements
The Contractor shall submit to the City certificates of insurance with the original endorsements,
both of which reference the same policy number, for each of the insurance policies that meet the
insurance requirements, not less than one (1) day before beginning of performance under the
Contract. The endorsements are to be signed by a person authorized by that insurer to bind
203
GP-19 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
coverage on its behalf. Endorsements may be executed on the City’s standard forms titled
“Additional Insured Endorsement,” copies of which are provided in the Contract Documents, or
on any other form that contains substantially the same terms and is approved by the City’s Risk
Manager. In any case, the endorsements must specifically name the City of Moorpark and its
elected and appointed officials, officers, employees, attorneys, agents, volunteers, and
independent contractors in the role of City officials as insureds or additional insureds. Current
insurance certificates and endorsements shall be kept on file with the City at all times during the
term of this Contract. The City reserves the right to require complete, certified copies of all
required insurance policies at any time.
5-4.2.5 Subcontractors
The Contractor shall require each of its Subcontractors that perform services under the Contract
to maintain insurance coverage that meets all of the requirements of this Section 5-4.
5-4.5 Insurance Requirements not Limiting
If the Contractor maintains broader coverage and/or higher limits than the minimums required in
this Section 5-4, the City requires and shall be entitled to the broader coverage and/or the higher
limits maintained by the Contractor. Any available insurance proceeds in excess of the specified
minimum limits of insurance and coverage shall be available to the City.
5.7 SAFETY
5-7.8 Steel Plate Covers
5-7.8.1 General
The Contractor shall cover all openings, trenches and excavations at the end of each Work Day
with steel plate covers.
Section 5-8 is hereby added to Section 1 of Part 1 of the Standard Specifications, as follows:
5-8 INDEMNIFICATION
The following indemnity provisions shall supersede the indemnity in Section 5-4.1 of the Standard
Specifications.
5-8.1 Contractor’s Duty.
To the fullest extent permitted by law, the Contractor shall, at its sole cost and expense, defend,
hold harmless and indemnify the City and its elected officials, officers, attorneys, agents,
employees, volunteers, successors, assigns and those City agents serving as independent
contractors in the role of City officials (collectively “Indemnitees”), from and against any and all
damages, costs, expenses, liabilities, claims, demands, causes of action, proceedings, expenses,
judgments, penalties, stop payment notices, liens, and losses of any nature whatsoever, including
fees of accountants, attorneys, or other professionals and all costs associated therewith and the
payment of all consequential damages (collectively “Liabilities”), in law or equity, whether actual,
alleged or threatened, which arise out of, are claimed to arise out of, pertain to, or relate to the
acts or omissions of the Contractor, its officers, agents, servants, employees, Subcontractors,
materialmen, contractors or their officers, agents, servants or employees (or any entity or
204
GP-20 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
individual for whom the Contractor bears legal liability) in the performance of the Contract,
including the Indemnitees’ active or passive negligence, except for Liabilities arising from the sole
negligence or willful misconduct of the Indemnitees, as determined by court decision or by the
agreement of the Parties. The Contractor shall defend the Indemnitees in any action or actions
filed in connection with any Liabilities with counsel of the Indemnitees’ choice, and shall pay all
costs and expenses, including all attorneys’ fees and experts’ costs actually incurred in
connection with such defense. The Contractor shall reimburse the Indemnitees for any and all
legal expenses and costs incurred by Indemnitees in connection therewith. The City shall not be
liable for any accident, loss, or damage to the Work prior to completion, except as otherwise
specified in Section 6-5.
5-8.1.1 Taxes and Workers’ Compensation.
The Contractor shall pay all required taxes on amounts paid to the Contractor under the Contract,
and indemnify and hold the City harmless from any and all taxes, assessments, penalties, and
interest asserted against the City by reason of the independent contractor relationship created by
the Contract. The Contractor shall fully comply with the Workers’ Compensation law regarding the
Contractor and the Contractor’s employees. The Contractor shall indemnify and hold the City
harmless from any failure of the Contractor to comply with applicable Workers’ Compensation
laws. The City may offset against the amount of any fees due to the Contractor under the Contract
any amount due to the City from the Contractor as a result of the Contractor’s failure to promptly
pay to the City any reimbursement or indemnification arising under this Subsection 5-8.1.1.
5-8.1.2 Subcontractor Indemnity Agreements.
The Contractor shall obtain executed indemnity agreements with provisions identical to those in
this Section 5-8 from each and every Subcontractor or any other person or entity involved by, for,
with or on behalf of the Contractor in the performance of the Contract. If the Contractor fails to
obtain such indemnity obligations, the Contractor shall be fully responsible and indemnify, hold
harmless and defend the Indemnitees from and against any and all Liabilities at law or in equity,
whether actual, alleged or threatened, which arise out of, are claimed to arise out of, pertain to,
or relate to the acts or omissions of the Contractor’s Subcontractor, its officers, agents, servants,
employees, Subcontractors, materialmen, contractors or their officers, agents, servants or
employees (or any entity or individual for whom the Contractor’s Subcontractor bears legal
liability) in the performance of the Contract, including the Indemnitees’ active or passive
negligence, except for Liabilities arising from the sole negligence or willful misconduct of the
Indemnitees, as determined by final court decision or by the agreement of the Parties.
5-8.2 Workers’ Compensation Acts not Limiting.
The Contractor’s indemnifications and obligations under this Section 5-8, or any other provision
of the Contract, shall not be limited by the provisions of any Workers’ Compensation act or similar
act. The Contractor expressly waives its statutory immunity under such statutes or laws as to the
City, its officers, agents, employees and volunteers.
5-8.3 Insurance Requirements not Limiting.
The City does not, and shall not, waive any rights that it may possess against the Contractor
because of the acceptance by the City, or the deposit with the City, of any insurance policy or
certificate required pursuant to the Contract. The indemnities in this Section 5-8 shall apply
regardless of whether or not any insurance policies are determined to be applicable to the
205
GP-21 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
Liabilities, tax, assessment, penalty or interest asserted against the City.
5-8.4 Civil Code Exception.
Nothing in this Section 5-8 shall be construed to encompass Indemnitees’ sole negligence or
willful misconduct to the limited extent that the underlying Contract is subject to Civil Code Section
2782(a) or the City’s active negligence to the limited extent that the underlying Contract
Documents are subject to Civil Code Section 2782(b), provided such sole negligence, willful
misconduct or active negligence is determined by agreement between the parties or by the
findings of a court of competent jurisdiction.
5-8.5 Nonwaiver of Rights.
Indemnitees do not and shall not waive any rights that they may possess against the Contractor
because the acceptance by the City, or the deposit with the City, of any insurance policy or
certificate required pursuant to these Contract Documents. This indemnity provision is effective
regardless of any prior, concurrent, or subsequent active or passive negligence by Indemnitees
and shall operate to fully indemnify Indemnitees against any such negligence.
5-8.6 Waiver of Right of Subrogation.
The Contractor, on behalf of itself and all parties claiming under or through it, hereby waives all
rights of subrogation and contribution against the Indemnitees, while acting within the scope of
their duties, from all Claims arising out of or incident to the activities or operations performed by
or on behalf of the Contractor regardless of any prior, concurrent or subsequent active or passive
negligence by Indemnitees.
5-8.7 Survival of Terms.
The Contractor’s indemnifications and obligations under this Section 5-8 shall survive the
expiration or termination of the Contract, are intended to be as broad and inclusive as is permitted
by the law of the State, and are in addition to any other rights or remedies that Indemnitees may
have under the law. Payment is not required as a condition precedent to an Indemnitee’s right to
recover under this indemnity provision, and an entry of judgment against the Contractor shall be
conclusive in favor of the Indemnitee’s right to recover under this indemnity provision.
5-9 RECYCLING OF MATERIALS
Subsection 5-9 is hereby added to the Standard Specifications as follows:
5-9.1 Construction and Demolition Ordinance
The City of Moorpark has adopted a Construction and Demolition (C&D) ordinance requiring all
demolition and city-sponsored projects, regardless of cost; new construction projects valued over
$500,000; or renovation projects valued over $100,000 to divert a minimum of 65% of material
generated during the project from disposal in a landfill (through reuse or recycling). The City has
created a Construction and Demolition Materials Management Plan (C&DMMP) form to assist
applicants to meet these diversion requirements. You will be required to submit a Diversion
Security Deposit of 3% of the project valuation to the City to ensure compliance with the
ordinance. The deposit will be returned upon verification that you met the 65% diversion
requirement. Also, a one-time fee for staff time associated with processing your C&D plan will be
206
GP-22 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
charged. You have two options to meet this requirement. You may use the City’s franchised hauler
(Waste Management) who can provide temporary bins and will dispose of your waste at a City
authorized facility. Or you may self-haul your waste to a city authorized certified C&D processing
facility. If you self-haul your waste you must use proper hauling vehicles and bins owned by
your company and those vehicles must be driven by your employees. Please remember that
because this project is a prevailing wage project, the driver of the self-haul vehicle will need to be
paid a prevailing wage rate for driving the C&D materials to the authorized facility. You will need
to submit itemized weigh tickets from each facility documenting your C&D recycling and
disposal that indicates the weight and type of material recycled or disposed. These weigh
tickets will need to be turned in to the Solid Waste Division and verified prior to final payment
release for the job and refund of your C&D diversion security deposit. If diversion requirements
are not met, the City will retain the deposit. Please contact the Solid Waste Division at 805-517-
6247 with questions about the C&D ordinance or about how to obtain the forms and
documentation requirements.
SECTION 6. PROSECUTION AND PROGRESS OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK
6-1.1 Construction Schedule
One (1) week before the scheduled pre-construction meeting, the Contractor must submit to the
City for review and approval the construction schedule required by the first paragraph of Section
6-1.1. The Contractor shall make revisions as required by the City. The schedule must account
for all subcontract work, as well as the work of the Contractor, submittals, City review, coordination
with the other contractors performing concurrent work and the Traffic Control Plan. The Contractor
shall update this Construction Schedule when directed by the City, or when:
a. A Change Order significantly affects the Contract completion date or the sequence
of construction approach or activities; or
b. The actual sequence of the Work, or the planned sequence of the Work, is
changed and does not conform to the Contractor’s current accepted Project construction
schedule.
The Contractor shall submit an updated construction schedule with its monthly invoice
every month. Progress payments shall be contingent upon the receipt of monthly updated
construction schedules.
6-1.1.1 Pre-Construction Conference
Approximately seven (7) Days before the commencement of Work at the site, a pre-construction
conference will be held at the site and shall be attended by the Contractor’s Project manager, its
on-site field superintendent, and any Subcontractors that the Contractor deems appropriate.
Attendance by the Contractor and any Subcontractors designated is mandatory.
Contractor shall submit its twenty-four (24) hour emergency telephone numbers to the City for
approval a minimum of two (2) Working Days before the pre-construction conference. Unless
previously submitted to the City, the Contractor shall bring to the pre-construction conference
copies of each of the following:
207
GP-23 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
1) Construction Schedule.
2) Procurement schedule of major equipment and materials and items requiring long
lead time.
3) Shop drawing/sample submittal schedule.
4) Preliminary schedule of values (lump sum price breakdown) for progress payment
purposes.
5) Written designation of the on-site field superintendent and the Project manager.
Both daytime and emergency telephone numbers shall be included in the written
designation.
The purpose of the conference is to designate responsible personnel and establish a working
relationship. The parties will discuss matters requiring coordination and establish procedures for
handling such matters. The complete agenda will be furnished to the Contractor before the
meeting date. The Contractor shall be prepared to discuss all of the items listed below.
1) The Contractor’s construction schedule.
2) Notification of local residents before starting any Work and keeping them informed
throughout the Project.
3) Procedures for transmittal, review, and distribution of the Contractor’s submittals.
4) Processing applications for payment.
5) Maintaining record documents.
6) Critical Work sequencing.
7) Maintaining sewage service during construction, including proposed by-passes.
8) NPDES requirements, if any.
9) Field decisions and Change Orders.
10) Use of Project site, office and storage areas, security, housekeeping, and the City’s
needs.
11) Major equipment deliveries and priorities.
12) Traffic control.
13) Any other item that the City representative states is relevant to the meeting.
6-1.1.2 Weekly Progress Meetings
Progress meetings will be held each week during the course of the Project. The meeting location,
day of the week and time of day will be mutually agreed to by the City and the Contractor. The
Contractor shall provide a three (3) week “look ahead” schedule at least 24 hours prior to each
meeting. The construction manager will preside at these meetings and will prepare the meeting
agenda, meeting minutes and will distribute minutes to all persons in attendance. As the Work
progresses, if it is determined by agreement of the attendees, that weekly meetings are not
necessary, the weekly progress meetings may be changed to bi-weekly progress meetings.
6-1.2 Commencement of the Work
The Contractor shall not begin any construction activity at the site before the issuance of the
Notice to Proceed. Any Work that is done by the Contractor in advance of the Notice to Proceed
shall be considered as being done at the Contractor’s own risk and responsibility, and as a
consequence will be subject to rejection.
Section 6-1.3 is hereby added to Section 6 of Part 1 of the Standard Specifications, as follows:
6-1.3 Working Days And Hours
208
GP-24 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
The Contractor shall do all Work between the hours of 8 a.m. to 5 p.m., Monday through Friday.
No Work will be allowed on Saturday, Sunday, or City holidays, which are noted in Appendix I.
A permit may have other hours or Days for the Contractor to do the Work, and those hours and
Days shall supersede any hours and Days written in this Section.
Whenever the Contractor is permitted or directed to perform night Work or to vary the period
during which Work is performed during the Working Day, the Contractor shall give twenty four
(24) hours’ notice to the City so that inspection may be provided. A charge may be made to the
Contractor for approved overtime or weekend inspections requested by the Contractor.
6-4 DELAYS AND EXTENSIONS OF TIME
6-4.1 General.
Unless otherwise agreed in writing, an adjustment to the Contract time by reason of a Change
Order shall be agreed to at the time the Change Order is issued and accepted by Contractor. If
the Change Order does not reserve the right of the parties, or either of them, to seek an
adjustment to the Contract time, then the parties forever relinquish and waive such right and there
shall be no further adjustments to the Contract time.
No extension of time will be granted for any event, including pandemics, leading to the issuance
of a “stay at home” or similar kind of order by any local, State, or federal governmental authority,
if the Work has been deemed, either by emergency order or proclamation, or operation of law, to
be an essential service that is exempt from such stay at home or similar order.
6-4.2 Extensions of Time
In the event it is deemed appropriate by the City to extend the time for completion of the Work,
any such extension shall not release any guarantee for the Work required by the Contract
Documents, nor shall any such extension of time relieve or release the Sureties on the Bonds
executed. In executing such Bonds, the Sureties shall be deemed to have expressly agreed to
any such extensions of time. The amount of time allowed by an extension of time shall be limited
to the period of the delay giving rise to the same as determined by the City. Notwithstanding any
dispute which may arise in connection with a claim for adjustment of the Contract time, the
Contractor shall promptly proceed with the Work.
6-4.3 Payment for Delays
Notwithstanding any other terms and conditions of the Contract Documents, the City shall have
no obligation whatsoever to increase the Contract Price or extend the time for delays.
Unless compensation and/or markup is agreed upon by the City, the Contractor agrees that no
payment of compensation of any kind shall be made to the Contractor for damages or increased
overhead costs caused by any delays in the progress of the Contract, whether such delays are
avoidable or unavoidable or caused by any act or omission of the City or its agents. Any accepted
delay claim shall be fully compensated for by an extension of time to complete the performance
of the Work.
This Section shall not apply to compensable delays caused solely by the City. If a compensable
delay is caused solely by the City, the Contractor shall be entitled to a Change Order that:
209
GP-25 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
(1) extends the time for completion of the Contract by the amount of delay caused by the City;
and (2) provides equitable adjustment, as determined by the City, to the Contractor.
6-8 TERMINATION OF THE CONTRACT FOR CONVENIENCE
The following sentence is added to Section 6-8:
In no event (including termination for impossibility or impracticability, due to conditions or events
beyond the control of the City, for any other reason or for no reason) shall the total amount of
money to Contractor exceed the amount which would have been paid to Contractor for the full
performance of the services described in the Contract.
6-9 LIQUIDATED DAMAGES
For the purposes of the calculation of the start of the liquidated damages, the Work shall be
deemed to be completed when the same has been completed in accordance with the Plans and
Specifications therefor and to the satisfaction of the City, and the City has certified such
completion in accordance with Section 3-13.1 of Part 1 of the Standard Specifications.
SECTION 7. MEASUREMENT AND PAYMENT
7.3 PAYMENT
7.3.1 General
The unit and lump sum prices to be paid shall constitute full compensation for all labor, equipment,
materials, tools and incidentals required to complete the Project as outlined in these Contract
Documents and as directed by the City. In accordance with Public Contract Code Section 7107,
if no claims have been filed and are still pending, the amount deducted from the final estimate
and retained by the City will be paid to the Contractor except such amounts as are required by
law to be withheld by properly executed and filed notices to stop payment, or as may be withheld
for any other lawful purposes.
Contractor shall furnish within (10) Days of Notice to Proceed, on forms approved by the City, a
detailed schedule of values giving a complete itemized breakdown of the Contract price. The
schedule of values shall be adjusted as directed by the City. 7-3.2 Partial and Final Payment
7-3.2.1 Monthly Closure Date and Invoice Date
For purposes of Section 7-3.2, the monthly closure date shall be the last Day of each month. A
measurement of Work performed and a progress estimate of the value thereof based on the
Contract and of the monthly payment shall be prepared by the Contractor and submitted to the
City before the tenth (10th) Day of the following month for verification and payment consideration.
The City shall have the right to adjust any measurement of quantity and to subsequently correct
any error made in any measurement of quantity for payment.
Contractor shall certify under penalty of perjury, that all cost breakdowns and periodic estimates
accurately reflect the Work on the Project.
7-3.2.2 Payments
210
GP-26 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
The City shall make payments within thirty (30) Days after receipt of the Contractor’s undisputed
and properly submitted payment request, including an updated construction schedule pursuant to
Section 6-1.1 of the General Provisions. The City shall return to the Contractor any payment
request determined not to be a proper payment request as soon as practicable, but not later than
seven (7) Days after receipt, and shall explain in writing the reasons why the payment request is
not proper.
Any dispute related to a payment request shall not relieve or excuse Contractor from its duty to
proceed with the Work and complete the Work within the Contract Time.
7-3.2.3 Retention
The City shall withhold not less than five percent (5%) from each progress payment. However, at
any time after fifty percent (50%) of the Work has been completed, if the City Council finds that
satisfactory progress is being made, it may, at its discretion, make any of the remaining progress
payments in full for actual Work completed. The City shall withhold not less than five percent (5%)
of the Contract Price from the Final Payment Amount (defined in Section 7-3.2.4) until at least
thirty-five (35) days after recordation of the Notice of Completion, or recordation of a notice of
acceptance or cessation, but not later than the period permitted by Public Contract Code Section
7107.
7-3.2.4 Final Invoice and Payment
Whenever the Contractor shall have completely performed the Contract in the opinion of the City,
the City Clerk shall be notified that the Contract has been completed in its entirety. The Contractor
shall then submit to the City a written statement of the final quantities of Contract items for
inclusion in the final invoice. Upon receipt of such statement, the City shall check the quantities
included therein and shall authorize a payment amount, which in the City’s opinion shall be just
and fair, covering the value of the total amount of Work done by the Contractor, less all previous
payments and all amounts to be retained under the provisions of the Contract Documents (“Final
Payment Amount”). The City shall then request that the City accept the Work and that the City
Clerk be authorized to file, on behalf of the City in the office of the County Recorder, a Notice of
Completion of the Work herein agreed to be done by the Contractor. In addition, the final payment
will not be released until the Contractor returns the control set of Plans and Specifications showing
the redlined as-built conditions.
7-3.2.5 Substitute Security
In accordance with Public Contract Code Section 22300, the Contractor may request that it be
permitted to substitute securities in lieu of having retention withheld by the City from progress
payments when such payments become due or, in the alternative, the Contractor may request
that the City make payments of earned retentions directly to an agreed upon designated escrow
agent at the Contractor’s expense. If the Contractor selects either one of these alternatives, the
following shall control.
7.3.2.5.1 Substitution of Securities for Performance Retention
At some reasonable time before any progress payment would otherwise be due and payable to
the Contractor in the performance of Work under these Contract Documents, the Contractor may
submit a request to the City in writing to permit the substitution of retentions with securities
equivalent to the amount estimated by the City (“estimated amount of retention”) to be withheld.
211
GP-27 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
The Contractor shall deposit such securities with the City or may, in the alternative, deposit such
securities in escrow with a State or federally chartered bank in California, as the escrow agent, at
the Contractor’s expense. Such securities will be the equivalent or greater in value of the
estimated amount of retention. If the Contract is modified by written Modifications or Change
Orders or the Contractor otherwise becomes entitled to receive an amount more than the Contract
Price at the time the securities are deposited, the Contractor shall, at the request of the City,
deposit with the City or escrow agent, whichever is applicable, additional securities within a
reasonable time so that the amount of securities on deposit with the City or escrow agent is
equivalent or greater in value than the amount of retention the City would otherwise be entitled to
withhold from progress payments due or to become due to the Contractor as the Work progresses.
The City shall withhold any retention amount that exceeds the security amount until the additional
securities are deposited and, if the deposit is with an escrow agent, the City has confirmation from
that escrow agent of the new total value of securities. Upon satisfactory completion of the
Contract, which shall mean, among other things, that the City is not otherwise entitled to retain
proceeds from progress payments as elsewhere provided in the Contract or under applicable law,
the securities shall be returned to the Contractor. The City shall, within its sole discretion,
determine whether the amount of the securities on deposit with the City or escrow agent is equal
to or greater than the amount of estimated retention of progress payments that could otherwise
be held by the City if the Contractor had not elected to substitute same with securities.
7-3.2.5.2 Deposit of Retention Proceeds with an Escrow Agent
As an alternative to the substitution of securities, as provided above, or the City otherwise
retaining and holding retention proceeds from progress payments, the Contractor may request
the City to make payments of retentions earned directly to an escrow agent with the same
qualifications as required in Section 7-3.2.5.1 above and at the expense of the Contractor. At its
sole expense, the Contractor may direct the investment of such retention payments into only such
securities as mentioned in Section 7-3.2.5.4 below and shall be entitled to interest earned on such
investments on the same terms provided for securities deposited by the Contractor. Upon
satisfactory completion of the Contract, which shall mean when the City would not otherwise be
entitled to withhold retention proceeds from progress payments had the Contractor not elected to
have such proceeds deposited into escrow, the Contractor shall be allowed to receive from the
escrow agent all securities, interest and payments deposited into escrow pursuant to the terms of
this Section. The Contractor shall pay to each Subcontractor, not later than ten (10) Days of
receipt of payment, the respective amount of interest earned, net of costs attributed to retention
withheld from each Subcontractor, on the amount withheld to ensure performance of the
Contractor.
7-3.2.5.3 Subcontractor Entitlement to Interest
If the Contractor elects to receive interest on any moneys withheld in retention by the City, then
the Subcontractor shall receive the identical rate of interest received by the Contractor on any
retention moneys withheld from the Subcontractor by the Contractor, less any actual pro rata
costs associated with administering and calculating that interest. In the event that the interest rate
is a fluctuating rate, the rate for the Subcontractor shall be determined by calculating the interest
rate paid during the time that retentions were withheld from the Subcontractor. If the Contractor
elects to substitute securities in lieu of retention, then, by mutual consent of the Contractor and
the Subcontractor, the Subcontractor may substitute securities in exchange for the release of
moneys held in retention by the Contractor. The Contractor shall pay each Subcontractor, not
later than ten (10) Days after receipt of escrow moneys, the amount owed to each Subcontractor
from the moneys plus the respective amount of interest earned, net of costs attributed to the
212
GP-28 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
retention held from each Subcontractor, on the amount of retention withheld to ensure
performance of the Subcontractor.
7-3.2.5.4 Securities Eligible for Investment
Securities eligible for investment shall include those listed in Government Code Section 16430,
bank or savings and loan certificates of deposit, interest-bearing demand deposit accounts,
standby letters of credit, or any other security mutually agreed upon between the Contractor and
the City. The Contractor shall be the beneficial owner of any securities substituted for any monies
withheld and shall receive any interest thereon.
213
GP-29 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
7-3.2.5.5 Escrow Agreement for Security Deposits in Lieu of Retention
The escrow agreement that shall be used for the deposit of securities in lieu of retention shall
substantially conform to the form prescribed in Public Contract Code Section 22300(f).
7-3.2.5.6 Inconsistencies with Prevailing Statutory Requirements
If there is any inconsistency between or differences in Public Contract Code Section 22300 and
the terms of this provision, or any future amendments thereto, Section 22300 shall control.
Section 7-3.9 is hereby added to Section 7-3 of Part 1 of the Standard Specifications, as follows:
7-3.4 MOBILIZATION
All mobilization costs of Contractor and all subcontractors are deemed included in Contractor’s
bid. This amount constitutes full compensation for all such mobilization costs, and no further
payment shall be made to Contractor for costs of mobilization of Contractor or any subcontractor.
The scope of Work included under Mobilizations shall include, but shall not be limited to, the
following principal items:
1. Obtaining, paying for a delivering to the City all bonds, insurance, and permits
2. Moving on to the Site all Contractor’s equipment required for the first month’s
operations.
3. Installing temporary construction power, wiring, and lighting facilities.
4. Establishing a fire protection system.
5. Developing and installing a construction water supply.
6. Submittal and approval of all preliminary site videos, photographs and any other
existing condition surveys required.
7. Submittal and approval of the detailed list of submittals and shop drawings, and
any other submittals required.
8. Providing on-site sanitary facilities and potable water facilities as specified per Cal-
OSHA and these Contract Documents.
9. Posting all OSHA required notices and establishment of safety programs per Cal-
OSHA.
10. Full-time presence of Contractor’s superintendent at the Site as required herein in
Section 9-22.
11. Submittal and approval of the Initial Construction Schedule as required by the
Contract Documents, including all necessary revisions.
12. Submittal and approval of the Contractor’s Injury and Illness Prevention Program.
214
GP-30 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
7-3.9 AUDIT
The City or its representative shall have the option of inspecting and/or auditing all records and
other written materials used by the Contractor in preparing its billings to the City as a condition
precedent to any payment to the Contractor or in response to a construction claim or a Public
Records Act (Government Code Section 6250 et seq.) request. The Contractor will promptly
furnish documents requested by the City at no cost. Additionally, the Contractor shall be subject
to State Auditor examination and audit at the request of the City or as part of any audit of the City,
for a period of three (3) years after final payment under the Contract. The Contractor shall include
a copy of this Section 7-3.9 in all contracts with its Subcontractors, and the Contractor shall be
responsible for immediately obtaining those records or other written material from its
Subcontractors upon a request by the State Auditor or the City. If the Project includes other
auditing requirements, those additional requirements will be listed in the Special Provisions.
SECTION 8 FACILITIES FOR AGENCY PERSONNEL
8-1 General
No field offices for City personnel shall be required; however, City personnel shall have the right
to enter upon the Project at all times and shall be admitted to the offices of the Contractor to use
the telephone, desk and sanitary facilities provided by the Contractor for its own personnel.
8-7 Sanitary Facilities
Contractor shall provide sanitary temporary toilet buildings and hand washing facilities for the use
of all workers. All toilets and hand washing facilities shall comply with all applicable federal, state,
and local laws, codes, ordinances, and regulations. Toilets shall be kept supplied with toilet paper
and shall have workable door fasteners. Toilets and hand washing facilities shall be serviced no
less than once weekly and shall be present in a quantity of not less than 1 per 20 workers or as
required by Cal/OSHA regulations. The toilets and hand washing facilities shall be maintained in
a sanitary condition at all times. Use of toilet and hand washing facilities within the Work of the
Project under construction shall not be permitted. Any other Sanitary Facilities required by
Cal/OSHA shall be the responsibility of the Contractor.
Section 9 is hereby added to Part 1 of the Standard Specifications, as follows:
SECTION 9. ADDITIONAL TERMS
9-1 NONDISCRIMINATORY EMPLOYMENT
The Contractor shall not unlawfully discriminate against any individual based on race, religious
creed, color, national origin, ancestry, physical disability, mental disability, medical condition,
genetic information, marital status, sex, gender, gender identity, gender expression, age, sexual
orientation or military and veteran status. The Contractor understands and agrees that it is bound
by and will comply with the nondiscrimination mandates of all statutes and local ordinances and
regulations.
9-3 CONTRACTOR’S RESPONSIBILITY FOR WORK
Until the final acceptance of the Work by the City Council in accordance with Section 3-13.2 of
the General Provisions, the Contractor shall have the charge and care thereof and shall bear the
215
GP-31 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
risk of injury or damage to any part of the Work by the action of the elements, criminal acts, or
any other cause. The Contractor shall rebuild, repair, restore and make good all injuries or
damages to any portion of the Work occasioned by any cause before its completion and
acceptance and shall bear the expense thereof, except for such injuries or damages arising from
the sole negligence or willful misconduct of the City, its officers, agents or employees. In the case
of suspension of Work from any cause whatever, the Contractor shall be responsible for all
materials and the protection of Work already completed, shall properly store and protect them if
necessary, and shall provide suitable drainage and erect temporary structures where necessary.
9-4 PROCEDURE IN CASE OF DAMAGE TO PUBLIC PROPERTY
Any portions of curb, gutter, sidewalk or any other City improvement damaged by the Contractor
during the course of construction shall be replaced by the Contractor at its own cost. The cost of
additional replacement of any items in excess of the estimated quantities shown in the Bid form
and Specifications, and found necessary during the process of construction (but not due to
damage resulting from carelessness on the part of the Contractor during its operation), shall be
paid to the Contractor at the unit prices submitted in his or her Bid.
9-5 REMOVAL OF INTERFERING OBSTRUCTIONS
The Contractor shall remove and dispose of all debris, abandoned structures, tree roots and
obstructions of any character encountered during the process of excavation. It is understood that
the cost of any such removals are made a part of the unit price bid by the Contractor under the
item for excavation or removal of existing Work.
9-6 SOILS ENGINEERING AND TESTING
A certified materials testing firm may be retained by the City to perform materials tests during the
Contractor’s entire operation to ascertain compliance with the Contract requirements. The City
shall be responsible for the first series of tests. If the initial tests do not meet the Contract
requirements, the Contractor shall bear the cost of all subsequent tests.
If the City requires other tests or more specific requirements for testing regarding this Project,
those details will be included in the Special Provisions.
9-7 ACCESS TO PRIVATE PROPERTY
Unless otherwise stated in the Special Provisions, the Contractor shall be responsible for all fees
and costs associated with securing permission to access private property for any portion of the
Project.
9-9 CLAIM DISPUTE RESOLUTION
In the event of any dispute or controversy with the City over any matter whatsoever, the Contractor
shall not cause any delay or cessation in or of Work, but shall proceed with the performance of
the Work in dispute. The Contractor shall retain any and all rights provided that pertain to the
resolution of disputes and protests between the parties. The Disputed Work will be categorized
as an “unresolved dispute” and payment, if any, shall be as later determined by mutual agreement
or a court of law. The Contractor shall keep accurate, detailed records of all Disputed Work, claims
and other disputed matters.
216
GP-32 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
All claims arising out of or related to the Contract Documents or this Project, and the consideration
and payment of such claims, are subject to the Government Claims Act (Government Code
Section 810 et seq.) with regard to filing claims. All such claims are also subject to Public Contract
Code Section 9204 and Public Contract Code Section 20104 et seq. (Article 1.5), where
applicable. This Contract hereby incorporates those provisions as though fully set forth herein.
Thus, the Contractor or any Subcontractor must file a claim in accordance with the Government
Claims Act as a prerequisite to filing a construction claim in compliance with Section 9204 and
Article 1.5 (if applicable), and must then adhere to Section 9204 and Article 1.5 (as applicable),
pursuant to the definition of “claim” as individually defined therein.
9-10 THIRD PARTY CLAIMS
The City shall have full authority to compromise or otherwise settle any claim relating to the Project
at any time. The City shall timely notify the Contractor of the receipt of any third-party claim relating
to the Project. The City shall be entitled to recover its reasonable costs incurred in providing this
notice.
9-11 COMPLIANCE WITH LAWS
The Contractor shall comply with all applicable federal, State and local laws, ordinances, codes
and regulations in force at the time the Contractor performs pursuant to the Contract Documents.
9-12 CONTRACTOR’S REPRESENTATIONS
By signing the Contract, the Contractor represents, covenants, agrees, and declares under
penalty of perjury under the laws of the State of California that: (a) the Contractor is licensed,
qualified, and capable of furnishing the labor, materials, and expertise necessary to perform the
services in accordance with the terms and conditions set forth in the Contract Documents;
(b) there are no obligations, commitments, or impediments of any kind that will limit or prevent its
full performance under the Contract Documents; (c) there is no litigation pending against the
Contractor that could adversely affect its performance of the Contract, and the Contractor is not
the subject of any criminal investigation or proceeding; and (d) to the Contractor’s actual
knowledge, neither the Contractor nor its personnel have been convicted of a felony.
9-13 CONFLICTS OF INTEREST
The Contractor agrees not to accept any employment or representation during the term of the
Contract or within twelve (12) months after acceptance as defined in Section 3-13.2 of the General
Provisions that is or may likely make the Contractor “financially interested,” as provided in
Government Code Sections 1090 and 87100, in any decisions made by the City on any matter in
connection with which the Contractor has been retained pursuant to the Contract Documents.
9-14 APPLICABLE LAW
The validity, interpretation, and performance of these Contract Documents shall be controlled by
and construed under the laws of the State of California, excluding California’s choice of law rules.
Venue for any such action relating to the Contract shall be in the Superior Court with geographic
jurisdiction over the City.
9-15 TIME
217
GP-33 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
Time is of the essence in these Contract Documents.
9-16 INDEPENDENT CONTRACTOR
The Contractor and Subcontractors shall at all times remain, as to the City, wholly independent
contractors. Neither the City nor any of its officials, officers, employees or agents shall have
control over the conduct of the Contractor, Subcontractors, or any of their officers, employees, or
agents, except as herein set forth, and the Contractor and Subcontractors are free to dispose of
all portions of their time and activities that they are not obligated to devote to the City in such a
manner and to such Persons that the Contractor or Subcontractors wish except as expressly
provided in these Contract Documents. The Contractor and Subcontractors shall have no power
to incur any debt, obligation, or liability on behalf of the City, bind the City in any manner, or
otherwise act on behalf of the City as agents. The Contractor and Subcontractors shall not, at any
time or in any manner, represent that they or any of their agents, servants or employees, are in
any manner agents, servants or employees of the City. The Contractor and Subcontractors agree
to pay all required taxes on amounts paid to them under the Contract, and to indemnify and hold
the City harmless from any and all taxes, assessments, penalties, and interest asserted against
the City by reason of the independent contractor relationship created by the Contract Documents.
The Contractor shall include this provision in all contracts with all Subcontractors.
9-17 CONSTRUCTION
In the event of any asserted ambiguity in, or dispute regarding the interpretation of any matter
herein, the interpretation of these Contract Documents shall not be resolved by any rules of
interpretation providing for interpretation against the party who causes the uncertainty to exist or
against the party who drafted the Contract Documents or who drafted that portion of the Contract
Documents.
9-18 NON-WAIVER OF TERMS, RIGHTS AND REMEDIES
Waiver by either party of any one (1) or more of the conditions of performance under these
Contract Documents shall not be a waiver of any other condition of performance under these
Contract Documents. In no event shall the making by the City of any payment to the Contractor
constitute or be construed as a waiver by the City of any breach of covenant, or any default that
may then exist on the part of the Contractor, and the making of any such payment by the City
shall in no way impair or prejudice any right or remedy available to the City with regard to such
breach or default.
9-19 TERM
The Contract is effective as of the Effective Date listed, and shall remain in full force and effect
until the Contractor has fully rendered the services required by the Contract Documents or the
Contract has been otherwise terminated by the City. However, some provisions may survive the
term listed within this Section, as stated in those provisions.
218
GP-34 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
9-20 NOTICE
Except as otherwise required by law, any notice or other communication authorized or required
by these Contract Documents shall be in writing and shall be deemed received on (a) the day of
delivery if delivered by hand or overnight courier service during the City’s regular business hours
or (b) on the third (3rd) business day following deposit in the United States mail, postage prepaid,
to the addresses listed on the Contractor’s Bid and City Hall, or at such other address as one
party may notify the other.
9-21 SEVERABILITY
If any term or portion of these Contract Documents is held to be invalid, illegal, or otherwise
unenforceable by a court of competent jurisdiction, the remaining provisions of these Contract
Documents shall continue in full force and effect.
9-22 CONTRACTORS SUPERVISION
Contractor shall continuously keep at the Project site, a competent and experienced full-time
Project superintendent acceptable to the City. Superintendent must be able to proficiently speak,
read and write in English and shall have the authority to make decisions on behalf of the
Contractor. Contractor shall continuously provide efficient supervision of the Project.
9-23 WORKERS
Contractor shall at all times enforce strict discipline and good order among its employees.
Contractor shall not employ on the Project any unfit person or any one not skilled in the Work
assigned to him or her.
Any person in the employ of the Contractor whom the City may deem incompetent or unfit shall
be dismissed from the Work and shall not be employed on this Project.
9-23 SUBCONTRACTORS
Contractor agrees to bind every subcontractor to the terms of the Contract Documents as far as
such terms are applicable to subcontractor’s portion of the work. Contractor shall be as fully
responsible to the City for the acts and omissions of its subcontractors and of persons either
directly or indirectly employed by its subcontractors, as Contractor is for acts and omissions of
persons directly employed by contractor. Nothing contained in these Contract Documents shall
create any contractual relationship between any subcontractor and the City.
The City reserved the right to accept all subcontractors. The City’s acceptance of any
subcontractor under this Contract shall not in any way relieve Contractor of its obligations in the
Contract Documents.
Prior to substituting any subcontractor listed in the Bid Forms, Contractor must comply with the
requirements of the Subletting and Subcontracting Fair Practices Act pursuant to California Public
Contract Code section 4100 et seq.
Formal notification of substitution of any subcontractor shall be issued to the City and does not
entitle the Contractor to additional costs or time to complete the Project.
219
GP-35 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
9-24 MATERIALS
Except as otherwise specifically stated in the Contract Documents, Contractor shall provide and
pay for all materials, labor, tools, equipment, lights, power, transportation, superintendence,
temporary constructions of every nature, and all other services and facilities of every nature
whatsoever necessary to execute and complete this Contract within specified time.
Unless otherwise specified, all materials shall be new and the best of their respective kinds and
grades as noted and/or specified, and workmanship shall be of good quality.
Materials shall be furnished in ample quantities and at such times as to ensure uninterrupted
progress of the Work and shall be stored properly and protected as required by the Contract
Documents. Contractor shall be entirely responsible for damage or loss by weather or other
causes to materials or Work until the City has accepted the Work.
No materials, supplies, or equipment for Work under this Contract shall be purchased subject to
any chattel mortgage or under a conditional sale or other agreement by which an interest therein
or in any part thereof is retained by the seller or supplier. Contractor warrants good title to all
material, supplies, and equipment installed or incorporated in the Work and agrees upon
completion of all work to deliver the Project, to the City free from any claims, liens, or charges.
Materials shall be stored on the Project site in such manner so as not to interfere with any
operations of the City or any independent contractor.
Contractor shall verify all measurements, dimensions, elevations, and quantities before ordering
any materials or performing any Work, and the City shall not be liable for Contractor’s failure to
so. No additional compensation, over and above payment for the actual quantities at the prices
set out in the Bid Form, will be allowed because of differences between actual measurements,
dimension, elevations and quantities and those indicated on the Plans and in the Specifications.
Any difference therein shall be submitted to the City for consideration before proceeding with the
Work.
9-25 TRAFIC CONTROL
Traffic control plan(s) for the Work may be required by the Agency(s) of Jurisdiction. Traffic control
plans, if required, shall be prepared at Contractor’s expense, in accordance with the requirements
of the Agency(s) of Jurisdiction. Costs for preparation of any required traffic control plans or
implementation of any traffic control requirements that may be required, shall be included in the
Contractor’s bid.
All warning signs and safety devices used by the Contractor to perform the Work shall conform to
the requirements contained in the State of California, Department of Transportation’s current
edition of “Manual of Traffic Controls for Construction and Maintenance Work Zones” or to the
requirements of the local agency. The Contractor shall also be responsible for all traffic control
required by the agency having jurisdiction over the project on the intersecting streets. Contractor
must submit a traffic control plan to the agency having jurisdiction over the project for approval
prior to starting work, if required.
The Contractor’s representative on the site responsible for traffic control shall produce evidence
that he/she has completed training acceptable to the California Department of Transportation for
safety through construction zones. All of the streets in which the Work will occur shall remain open
220
GP-36 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
to traffic and one lane of traffic maintained at all times unless otherwise directed by the agency of
jurisdiction. Businesses and residences adjacent to the Work shall be notified at least forty-eight
(48) hours in advance of closing of driveways. The Contractor shall make every effort to minimize
the amount of public parking temporarily eliminated due to construction in areas fronting
businesses. No stockpiles of pipe or other material will be allowed in traveled right-of-ways after
working hours unless otherwise approved by the Engineer.
9-26 AIR POLUTION CONTROL
Contractor shall comply with all air pollution control rules, regulations, ordinances and statues. All
containers of paint, thinner, curing compound, solvent or liquid asphalt shall be labeled to indicate
that the contents fully comply with the applicable material requirements.
9-27 CONTRACTOR’S MEANS AND METHODS
Contractor is solely responsible for the means and methods utilized to perform the Work. In no
case shall the Contractor’s means and methods deviate from commonly used industry standards.
9-28 DOCUMENT RETENTION & EXAMINATION
In accordance with Government Code Section 8546.7, records of both the City and the Contractor
shall be subject to examination and audit by the State Auditor General for a period of three (3)
years after final payment.
Contractor shall make available to the City any of the Contractor’s other documents related to the
Work immediately upon request of the City.
In addition to the State Auditor’s rights described above, the City shall have the right to examine
and audit all books, estimates, records, contracts, documents, bid documents, subcontracts, and
other data of the Contractor (including electronic records, computations and projections) related
to negotiating, pricing, or performing the Work in order to evaluate the accuracy and completeness
of the cost or pricing data, for a period of four (4) years after final payment.
221
SP-1 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
SPECIAL PROVISIONS
The Sections that follow supplement, but do not replace, the corresponding provisions in Part 3
(Construction Methods) and Part 4 (Existing Improvements) of the Standard Specifications,
except as otherwise indicated herein. In the event of any conflict between the Standard
Specifications and these Special Provisions, these Special Provisions shall control.
SECTION 306 - OPEN TRENCH CONDUIT CONSTRUCTION
306-3.1 GENERAL
Pursuant to Public Contract Code Section 7104, if the project involves trenching more than four
(4) feet deep, Contractor shall promptly and before the following conditions are disturbed notify
the City in writing of any:
a. Material that Contractor believes may be material that is hazardous waste,
as defined in California Health and Safety Code Section 25117, that is required to be removed to
a Class I, Class II, or Class III disposal site in accordance with provisions of existing law; and/or
b. Subsurface or latent physical conditions at the site differing from those
indicated; and/or
c. Unknown physical conditions at the site of any unusual nature, different
materially from those ordinarily encountered and generally recognized as inherent in work of the
character provided for in the Contract.
d. As required by Labor Code Section 6705 and in addition thereto, whenever
work under the Contract that involves an estimated expenditure in excess of twenty-five thousand
dollars ($25,000) for the excavation of any trench or trenches five (5) feet or more in depth,
Contractor shall submit for acceptance by City in advance of excavation, a detailed plan showing
the design of shoring, bracing, sloping, or other provisions to be made for worker protection from
the hazard of caving ground during the excavation of such trench or trenches. If such plan varies
from the shoring system standards established by the Construction Safety Orders of the Division
of Industrial Safety, the plan shall be prepared by a registered civil or structural engineer employed
by Contractor, and all costs therefor shall be included in the price of the Contract. Nothing in this
provision shall be deemed to allow the use of a shoring, sloping, or other protective system less
effective than that required by the Construction Safety Orders. Nothing in this provision shall be
construed to impose tort liability on the City or on any City officer, agent, consultant,
representative, or employee. All plans, processing and shoring costs are Contractor’s
responsibility and must be included in Contractor’s bid.
The City shall promptly investigate the conditions, and if it finds that the conditions do so materially
differ, or do involve hazardous waste, and cause a decrease or increase in Contractor’s cost of,
or the time required for, performance of any part of the Work, shall issue a change order under
the procedures described in the Contract Documents.
In the event that a dispute arises between the City and the Contractor as to whether the conditions
materially differ, or involve hazardous waste, or cause a decrease or increase in the Contractor’s
cost of, or time required for, performance of any part of the Work, the Contractor shall not be
excused from any scheduled completion date provided for by the Contract, but shall proceed with
222
SP-2 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
all Work to be performed under the Contract. Contractor shall retain any and all rights provided
either by contract or by law which pertain to the resolution of disputes and protests between the
parties.
SECTION 400 - PROTECTION AND RESTORATION
400-1 GENERAL
All costs to the Contractor for protecting, removing, restoring, relocating, repairing, replacing, or
reestablishing existing improvements shall be included in the Bid.
SECTION 402 - UTILITIES
402-1 LOCATION
The location and existence of any underground Utility or substructure has not been obtained. The
methods used and costs involved to locate existing elements, points of connection and all
construction methods are the Contractor’s sole responsibility. Accuracy of information furnished,
as to existing conditions, is not guaranteed by the City. The Contractor, at its sole expense, must
make all investigations necessary to determine locations of existing elements, which may include
contacting Underground Service Alert and other private underground locating firm(s), utilizing
specialized locating equipment, hand trenching, or both. For every Dig Alert Identification Number
issued by Underground Service Alert during the course of the Project, the Contractor must submit
to the City the following form. The Contractor shall be responsible for preserving the integrity of
the existing underground utilities at the site.
223
SP-3 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER FORM
No excavation will be permitted until this form is completed and returned to the City.
Government Code Section 4216 et seq. requires a Dig Alert Identification Number to be issued
before a permit to excavate will be valid.
To obtain a Dig Alert Identification Number, call Underground Service Alert at 811 a minimum of
three (3) Working Days before scheduled excavation. For best response, provide as much notice
as possible up to ten (10) Working Days.
Dig Alert Identification Number: ________________________________________________
Dated:
(“CONTRACTOR”)
By:
Printed Name:
Title:
By:
Printed Name:
Title:
Note: This form is required for every Dig Alert Identification Number issued by Underground
Service during the course of the Work. Additional forms may be obtained from the City upon
request.
224
SP-4 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
402-1.3 Entry by Utility Owners
The right is reserved to the owners of public Utilities or franchises to enter the Project site for the
purpose of making repairs or changes in their property that may be necessary as a result of the
Work as well as any other reason authorized by the City. When the Contract Documents provide
for the Utility owners to alter, relocate or reconstruct a Utility, or when the Contract Documents
are silent in this regard and it is determined by the City that the Utility owners must alter, relocate
or reconstruct a Utility, the Contractor shall schedule and allow adequate time for those
alterations, relocations or reconstructions by the respective Utility owners. City employees and
agents shall likewise have the right to enter upon the Project site at any time and for any reason
or no reason at all.
402-2 PROTECTION
If Contractor damages or breaks the Utilities, it will be the Contractor’s responsibility to repair the
Utility at no cost to the Utility or the City.
402-3 REMOVAL
Facilities encountered during the prosecution of the Work that are determined to be abandoned
shall be removed by the Contractor as required for the Work, unless directed otherwise by the
City. The remaining portion of the existing Utility which is left in place shall be accurately recorded,
in elevation and plan, on the control set of Contract Drawings.
402-4 RELOCATION
The Contractor shall cooperate fully with all Utility forces of the City or forces of other public or
private agencies engaged in the relocation, altering, or otherwise rearranging of any facilities that
interfere with the progress of the Work. The Contractor shall schedule the Work so as to minimize
interference with the relocation, altering, or other rearranging of facilities.
Temporary or permanent relocation or alteration of utilities desired by the Contractor for its own
convenience shall be the Contractor’s responsibility and it shall make arrangements and bear all
costs for such work.
402-6 COOPERATION
The Contractor’s attention is directed to the fact that Work may be conducted at or adjacent to
the site by other contractors during the performance of the Work under this Contract. The
Contractor shall conduct its operations so as to cause a minimum of interference with the work of
such other contractors, and shall cooperate fully with such contractors to provide continued safe
access to their respective portions of the site, as required to perform work under their respective
contracts. Compensation for compliance shall be included in the various items of the Work, and
no additional compensation shall be allowed therefor.
402-7 NOTIFICATION
The Contractor shall notify the City and the owners of all Utilities and substructures not less than
forty-eight (48) hours before starting construction. The following list of names and telephone
numbers is intended for the convenience of the Contractor and is not guaranteed to be complete
or accurate:
225
SP-5 Richards, Watson & Gershon - 2020
12853-0019\2476738v1.doc
Agency:
Phone Number:
Contact Person:
Agency:
Phone Number:
Contact Person:
Agency:
Phone Number:
Contact Person:
226
APPENDIX I
CITY HOLIDAYS – 2023
227
Rev. 10/21/2022
CITY HOLIDAYS – 2023
January
New Year’s Day (observed) Monday, Jan. 2
Martin Luther King, Jr. Day Monday, January 16
February
Presidents Day Monday, February 20
March
Cesar Chavez Day Friday, March 31
May
Memorial Day Monday, May 29
July
Independence Day Extended Monday, July 3
Independence Day Holiday Tuesday, July 4
September
Labor Day Monday, September 4
November
Veterans Day Friday, November 10
Thanksgiving Day Thursday, November 23
Extended Thanksgiving Holiday Friday, November 24
December
Christmas Holiday (observed) Monday, December 25
January 2024
2024 New Year’s Day (observed) Monday, Jan. 1
228
APPENDIX II
CONSTRUCTION PLAN SET
229
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
12-12-2022
GEN-1
PROJECT
INFORMATION &
SHEET INDEX
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
SVA ARCHITECTS IS THE DESIGNATED ARCHITECT OF
RECORD AS REQUIRED BY THE STATE OF CALIFORNIA.
PROJECT ADDRESS:
323 SCIENCE DRIVE
MOORPARK, CA 93021
ASSESSOR'S PARCEL NUMBER: 512-0-240-115
OWNER:
CITY OF MOORPARK
799 Moorpark Ave. Moorpark, CA 93021
CONTACT: JESSICA SANDIFER
P: 805.571.6225
ARCHITECT OF RECORD
APPLICABLE CODES
PROJECT DESCRIPTION
DEFERRED APPROVALS
THE FOLLOWING ITEMS ARE DESIGN-BUILD SYSTEMS AND WILL BE A DEFERRED
SUBMITTAL BY THE CONTRACTOR AT A LATER DATE. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ENGINEERING AND CALCULATIONS FOR APPLICABLE ITEMS. THE
CONTRACTOR SHALL RETAIN THE SERVICES OF A CIVIL OR STRUCTURAL ENGINEER
WHO SHALL BE RESPONSIBLE FOR THE DESIGN. THE CONTRACTOR SHALL SUBMIT
CALCULATIONS AND SHOP DRAWINGS TO THE ARCHITECT OF RECORD, WHO SHALL
REVIEW THEM AND FORWARD THEM TO THE DIVISION OF THE STATE ARCHITECT
WITH NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE
BUILDING. THE SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN
AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE CITY OF MOORPARK.
1. FIRE ALARM
2. FIRE SPRINKLER
3. FM 200 COMPUTER ROOM FIRE SUPRESSION SYSTEM
4. EXTERIOR SIGNAGE. BUILDING AND GROUND MOUNTED.
GOVERNING AGENCIES
PROJECT DIRECTORY
LOCAL FIRE AUTHORITY
VENTURA COUNTY FIRE DEPARTMENT
165 DURLEY AVENUE
CAMARILLO, CA 93010-8586
P: 805.371.1111
SHEET INDEX
ARCHITECT
SVA ARCHITECTS
6 HUTTON CENTRE DRIVE, SUITE 1150
SANTA ANA,CA 92707
CONTACT: DOUG BROWN
P: 949.809.3380
VICINITY MAP
THIS PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL CODES
INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING:
FEDERAL:
AMERICANS WITH DISABILITIES ACT (ADA)
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG)
STATE OF CALIFORNIA PARTIAL LIST OF APPLICABLE CODES AS OF JAN 1, 2022
2019 BUILDING STANDARDS ADMINISTRATIVE CODE
CALIFORNIA CODE OF REGULATIONS (CCR) PART 1, TITLE 24 C.C.R.
2019 CALIFORNIA BUILDING CODE (CBC)
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 2
(2018 INTERNATIONAL BUILDING CODE WITH THE INTERNATIONAL CODE COUNCIL
WITH CALIFORNIA AMENDMENTS)
2019 CALIFORNIA ELECTRICAL CODE (CEC)
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 3
(2018 NATIONAL ELECTRICAL CODE OF THE NATIONAL FIRE PROTECTION
ASSOCIATION, NFPA)
2019 CALIFORNIA MECHANICAL CODE
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 4
(2018 UNIFORM MECHANICAL CODE OF THE INTERNATIONAL ASSOCIATION
OF PLUMBING AND MECHANICAL OFFICIALS, IAPMO)
2019 CALIFORNIA PLUMBING CODE
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 5
(2018 UNIFORM PLUMBING CODE OF THE INTERNATIONAL ASSOCIATION
OF THE PLUMBING AND MECHANICAL OFFICIALS, IAPMO)
2019 CALIFORNIA ENERGY CODE
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 6
2019 CALIFORNIA FIRE CODE
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 9
(2018 INTERNATIONAL FIRE CODE OF THE INTERNATIONAL CODE COUNCIL)
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CAL GREEN CODE)
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 11
2019 CALIFORNIA REFERENCED STANDARDS CODE
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 12
PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 19
PARTIAL LIST OF APPLICABLE STANDARDS:
2019 BUILDING CODE (FOR SFM) REFERENCED STANDARDS
CHAPTER 35
NFPA 13 AUTOMATIC SPRINKLER SYSTEM 2016 EDITION
NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2016 EDITION
NFPA 17A WET CHEMICAL SYSTEMS 2016 EDITION
NFPA 72 NATIONAL FIRE ALARM CODE 2016 EDITION
NFPA 80 FIRE DOORS AND OTHER OPENING PROTECTIVES 2016 EDITION
NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2018 EDITION
UL 464 AUDIBLE SIGNAL APPLIANCES 2016 EDITION
UL 521 HEAT DETECTORS FOR FIRE PROTECTION SIGNAL 1999 EDITION
SYSTEMS
ARCHITECTURAL
A1.1 SITE PLAN & DETAILS
A1.2 SITE & ACCESSIBILITY COMPLIANCE DETAILS
A02.1 CODE COMPLIANCE PLANS
A10.1 LEVEL 1 DEMOLITION FLOOR AND REFLECTED CEILING PLANS
A10.2 LEVEL 2 DEMOLITION FLOOR AND REFLECTED CEILING PLANS
A11.1 LEVEL 1 IMPROVEMENT FLOOR PLAN
A11.1.1 LEVEL 1 FURNITURE COORDINATION PLAN (FOR REFERENCE)
A11.1.2 LEVEL 1 FINISHES PLAN
A11.2 LEVEL 2 IMPROVEMENT FLOOR PLAN
A11.2.1 LEVEL 2 FURNITURE COORDINATION PLAN (FOR REFERENCE)
A11.2.2 LEVEL 2 FINISHES PLAN
A11.8 ROOF - DEMOLITION & IMPROVEMENT
A12.1 LEVEL 1 & 2 IMPROVEMENT RCP
A14.1 ENLARGED PLANS & ELEVATIONS
A14.2 ENLARGED PLANS & ELEVATIONS
A14.4 ENLARGED PLANS & ELEVATIONS
A31.1 BUILDING ELEVATIONS
A41.1 INTERIOR ELEVATIONS
A52.1 DOOR SCHEDULE & DETAILS
A61.2 DETAILS - WALL TYPES
A61.4 DETAILS
A61.5 DETAILS
A62.0 DETAILS - SUSPENDED CEILING
A62.1 DETAILS - ROOFING
A68.1 CABINETRY & CASEWORK DETAILS
A68.2 MILLWORK & CARPENTRY DETAILS
GENERAL
GEN-1 PROJECT INFORMATION & SHEET INDEX
GEN-2 GENERAL NOTES
GEN-3 ACCCESSIBILITY COMPLIANCE CRITERIA
GEN-4 PROJECT SIGNAGE COMPLIANCE
PLUMBING
P0.1 PLUMBING COVERSHEET
P0.2 SCHEDULES
P2.1 FIRST FLOOR DEMOLITION PLAN - PLUMBING
P2.2 SECOND FLOOR DEMOLITION PLAN - PLUMBING
P3.1 FIRST FLOOR PLAN - PLUMBING
P3.2 SECOND FLOOR PLAN - PLUMBING
P3.3 ENLARGED PLANS - PLUMBING
P4.1 ROOF DEMOLITION PLAN - PLUMBING
P4.2 ROOF PLAN - PLUMBING
P5.1 DETAILS
10
MECHANICAL
M0.1 MECHANICAL COVERSHEET
M0.2 SCHEDULES
M0.3 ENERGY COMPLIANCE
M0.4 ENERGY COMPLIANCE DOCUMENTS
M2.1 FIRST FLOOR DEMOLITION PLAN - MECHANICAL
M2.2 SECOND FLOOR DEMOLITION PLAN - MECHANICAL
M3.1 FIRST FLOOR PLAN - MECHANICAL
M3.2 SECOND FLOOR PLAN - MECHANICAL
M3.3 FIRST FLOOR PLAN - MECHANICAL PIPING
M3.4 SECOND FLOOR PLAN - MECHANICAL PIPING
M4.1 ROOF DEMOLITION PLAN - MECHANICAL
M4.2 ROOF PLAN - MECHANICAL
M5.1 DETAILS
M5.2 DETAILS & WIRING DIAGRAMS
14
ELECTRICAL
E0.1 ELECTRICAL COVERSHEET
E0.2 SINGLE LINE DIAGRAM
E0.3 LUMINAIRE SCHEDULE
E0.4 PANEL SCHEDULES
E0.5 TITLE 24 INDOOR LIGHTING CERTIFICATE
E0.6 TITLE 24 OUTDOOR LIGHTING CERTIFICATE
E0.7 FIRST FLOOR EGRESS PHOTOMETRICS
E0.8 SECOND FLOOR EGRESS PHOTOMETRICS
E1.1 SITE PLAN
E1.2 SITE LIGHTING PHOTOMETRICS
E1.3 GENERATOR YARD ENLARGED PLAN
E2.1 FIRST FLOOR DEMOLITION PLAN - ELECTRICAL
E2.2 SECOND FLOOR DEMOLITION PLAN - ELECTRICAL
E3.1 FIRST FLOOR PLAN - LIGHTING
E3.2 SECOND FLOOR PLAN - LIGHTING
E4.1 FIRST FLOOR PLAN - POWER
E4.2 SECOND FLOOR PLAN - POWER
E4.3 FIRST FLOOR PLAN - FIRE ALARM
E4.4 SECOND FLOOR PLAN - FIRE ALARM
E5.1 ROOF DEMOLITION PLAN - ELECTRICAL
E5.2 ROOF PLAN - POWER
E6.1 DETAILS
E6.2 DETAILS
23
STRUCTURAL
S-0.1 GENERAL NOTES
S-0.2 GENERAL NOTES
S-0.3 GENERAL NOTES
S-1.1 TYPICAL DETAIL - REBAR & S.O.G
S-1.2 TYPICAL DETAILS
S-1.3 TYPICAL DETAILS
S-1.4 TYPICAL DETAILS
S-2.1 FOUNDATION PLAN
S-3.1 SECOND FLOOR FRAMING PLAN
S-3.2 ROOF FRAMING PLAN
10
FIRE PROTECTION
FP0.1 FIRE PROTECTION COVERSHEET
FP1.1 SITE PLAN
FP2.1 FIRST FLOOR DEMOLITION PLAN - FIRE PROTECTION
FP2.2 SECOND FLOOR DEMOLITION PLAN - FIRE PROTECTION
FP3.1 FIRST FLOOR PLAN - FIRE PROTECTION
FP3.2 SECOND FLOOR PLAN - FIRE PROTECTION
FP4.1 FIRST FLOOR RCP - FIRE PROTECTION
FP4.2 SECOND FLOOR RCP - FIRE PROTECTION
FP5.1 DETAILS
9
TECHNOLOGY
T0.1 TECHNOLOGY COVERSHEET
T0.2 SCHEDULES
T0.3 SCHEDULES
T1.1 SITE PLAN
T2.1 FIRST FLOOR DEMOLITION PLAN - TECHNOLOGY
T2.2 SECOND FLOOR DEMOLITION PLAN - TECHNOLOGY
T3.1 FIRST FLOOR PLAN - TECHNOLOGY
T3.2 SECOND FLOOR PLAN - TECHNOLOGY
T4.1 ENLARGED PLANS - TECHNOLOGY
T4.2 ENLARGED PLANS - TECHNOLOGY
T5.1 DETAILS
T5.2 DETAILS
T5.3 DETAILS
T5.4 DETAILS
T5.5 DETAILS
T_194_09 LOOP DETECTION DETAIL
CITY OF MOORPARK
PLANNING AND BUILDING DEPARTMENTS
799 MOORPARK AVE
MOORPARK, CA 93021
P: 805.571.6225
CIVIL ENGINEER
VCA ENGINEERS INC
2151 MICHELSON DR. #240
IRVINE, CA 92612
Tel. 949.679.0870
STRUCTURAL ENGINEER
VCA ENGINEERS INC
2151 MICHELSON DR. #240
IRVINE, CA 92612
Tel. 949.679.0870
MECHANICAL ENGINEER
IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915
PLUMBING ENGINEER
IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915
ELECTRICAL ENGINEER
IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915
TECHNOLOGY
IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915
C-1.0 GENERAL NOTES, LEGENDS AND ABBREVIATIONS
C-2.0 SITE CONTROL AND GRADING PLAN
C-2.1 SITE CONTROL AND GRADING PLAN
C-3.0 MISCELLANEOUS DETAILS
C-3.1 MISCELLANEOUS DETAILS
PROJECT IS A TENANT IMPROVEMENT TO AN EXISTING
APPROXIMATELY 22,464 S.F., 2 STORY, COMMERCIAL OFFICE
BUILDING.
PROJECT CONSISTS OF THE SELECTIVE DEMOLITION OF INTERIOR
IMPROVEMENTS, EXTERIOR IMPROVEMENTS, ROOFING, AND
ROOFTOP HVAC UNITS.
THE CONSTRUCTION OF SITE IMPROVEMENTS TO EXPAND THE
TRASH ENCLOSURE AND ADD AN EMERGENCY GENERATOR WITH AN
ACCOMPANYING MASONRY ENCLOSURE. HARDSCAPE
IMPROVEMENTS ASSOCIATED WITH THE GENERATOR ENCLOSURE
AND TO BRING WALKWAYS AND ACCESSIBLE PARKING INTO
COMPLIANCE WITH CBC 11B.
EXTERIOR WALL PAINTING, WINDOW SEAL REPAIR, LANDSAPING
AND IRRIGATION IMPROVEMENTS, ROOFTOP HVAC UNITS AND
ROOFING. EXTERIOR DOORS AT SEVERAL LOCATIONS AND INFILL
WALL CONSTRUCTION AT DEMOLISHED OVERHEAD DOOR.
INTERIOR IMPROVEMENTS TO DEVELOP COUNCIL CHAMBER AND
SUPPORT SPACES, PRIVATE OFFICES, OPEN OFFICE AREAS,
RESTROOM IMPROVEMENTS TO COMPLY WITH CBC 11B, MILLWORK,
FINISHES, LIGHTING, CONVENIENCE POWER, HVAC SYSTEMS.
FIRE SPRINKLER MODIFICATIONS AND FIRE ALARM VIA DEFERRED
APPROVAL PROCESS.
THE EXISTING BUILDING WAS BUILT IN 1998 UNDER THE 1994
CBC/UBC.
IT WAS CLASSIFIED AS TYPE III-N WITH AN OCCUPANCY OF B, F-1,
AND S-1.
THIS PROJECT PROPOSES THE BUILDING TO BE CLASSIFIED AS
TYPE III-B UNDER THE 2019 CBC, WITH OCCUPANCIES OF B AND A-3.
PROJECT IS PROPOSED AS A NON-SEPARATED OCCUPANCY PER
CBC 508.3. A-3 OCCUPANCY IS THE LIMITING AREA FOR NON-
SEPARATED OCCUPANCY.
CIVIL
CD-1.0 SITE DEMOLITION PLAN
CD-1.1 SITE DEMOLITION PLAN
LANDSCAPE
L4.001 LANDSCAPE CONSTRUCTION NOTES
L4.101 LANDSCAPE CONSTRUCTION PLAN
L4.102 LANDSCAPE CONSTRUCTION PLAN
L4.401 LANDSCAPE CONSTRUCTION DETAILS
L5.001 LANDSCAPE IRRIGATION NOTES
L5.101 LANDSCAPE IRRIGATION PLAN
L5.102 LANDSCAPE IRRIGATION PLAN
L5.401 LANDSCAPE IRRIGATION DETAILS
L6.001 LANDSCAPE PLANTING NOTES
L6.101 LANDSCAPE PLANTING PLAN
L6.102 LANDSCAPE PLANTING PLAN
L6.401 LANDSCAPE PLANTING DETAILS
12
NOT INCLUDED
FOR PLAN CHECK
DESCRIPTION DATE
SPECIAL INSPECTIONS
1) SEE SPECIAL INSPECTION REQUIREMENTS IN STRUCTURAL AND
OTHER DISCIPLINES.
2) SUSPENDED CEILING SYSTEM: SPECIAL INSPECTION REQUIRED
PER ICC ESR 1222 (BASIS OF DESIGN) : PERIODIC SPECIAL
INSPECTION IN ACCORDANCE WITH SECTION CBC 17.13.5
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
230
DETAIL REFERENCE
DETAIL NUMBER 1
A101SHEET ON WHICH DETAIL IS SHOWN
BUILDING SECTION REFERENCE
SECTION NUMBER 1
A101SHEET ON WHICH SECTION IS SHOWN
INTERIOR ELEVATION REFERENCE
ELEVATION NUMBER 1
A101SHEET ON WHICH ELEVATION IS
SHOWN
EXTERIOR ELEVATION REFERENCE
SHEET ON WHICH ELEVATION IS SHOWN A101
DOOR REFERENCE 101
WINDOW REFERENCE 1
REVISIONS
1REVISION NUMBER
STOREFRONT REFERENCE
WALL TYPES A1.6
GRIDLINE REFERENCE 1
TOILET ROOM ACCESSORY SYMBOL 1
MATERIAL REFERENCE 101
SF1
1/ A101
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1 1/2" = 1'-0"
12-12-2022
GEN-2
GENERAL NOTES
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
ABBREVIATIONS
A.B.ANCHOR BOLT (S)
A.C.ASPHALT CONCRETE PAVING
ACOUS ACOUSTIC
AC. T. ACOUSTICAL TILE
A.D.AREA DRAIN
ADJ.ADJUSTABLE
AGG AGGREGATE
ALT.ALTERNATE
ALUM. ALUMINUM
APPROX. APPROXIMATE
APT.APARTMENT
ASPH. ASPHALT
A.S.T.M. AMERICAN SOCIETY OF
TESTING MATERIALS
@ AT
B.B BOTTOM OF BEAM
BD.BOARD
BLK.BLOCK
BLK'G. BLOCKING
BM.BEAM
BOT.BOTTOM
BDRM. BEDROOM
BR.BROOM
CAB.CABINET
CPT.CARPET
C.B.CATCH BASIN
CEM.CEMENT
CEM. PLAS. CEMENT PLASTER
C.CENTER LINE
CER.CERAMIC
C.I.CAST IRON
CIRC. CIRCULAR
CLG.CEILING
CLR.CLEAR
C.M.T. CERAMIC MOSAIC TILE
COMPC. COMPOSITION
CONC. CONCRETE
CONT. CONTINUOUS
CTSK. COUNTERSUNK
CU. FT. CUBIC FEET
CU. IN. CUBIC INCH
CU. YD. CUBIC YARD
D.DRYER
D.F.DOUGLAS FIR
D.F.DRINKING FOUNTAIN
DIA.DIAMETER
DIM.DIMENSION
DN.DOWN
DR.DOOR
D.S.DOWN SPOUT
DSP.DRY STANDPIPE
DUP.DUPLICATE
DW.DISHWASHER
DWGS. DRAWINGS
E.EAST
EA.EACH
E.J.EXPANSION JOINT
ELEVA. ELEVATOR
ELEV. ELEVATION
ENCL. ENCLOSURE
EQ.EQUAL
EQUIP. EQUIPMENT
E.W.W.M. ELECTRIC WELDED WIRE MESH
EXPN. EXPANSION
EXP.EXPOSED
EXT.EXTERIOR
EXTR. EXTINGUISHER
FHS FLAT HEAD SCREW
F.A.U. FORCED AIR UNIT
F.F.FINISH FLOOR
F.G.FIXED GLASS
FHWS FLAT HEAD WOOD SCREW
FIN. FINISH
FIXT. FIXTURE
FLASH. FLASHING
FLR FLOOR
FLR'G FLOORING
FLUOR. FLUORESCENT
F.O.C. FACE OF CONCRETE
F.O.M. FACE OF MASONRY
F.O.S. FACE OF STUD
F.O.W. FACE OF WALL
F.P.FIRE PLACE
F.S.FINISH SURFACE
FREQ. FREQUENCY
FT.FEET, FOOT
FTG.FOOTING
FXC FIRE EXTINGUISHER & CABINET
GA.GAUGE
GALV. GALVANIZED
G.I.GALVANIZED IRON (STEEL)
GUN.FUNITE
GYP.GYPSUM
GYP. BD. GYPSUM BOARD
H.B.HOSE BIBB
H.C.HOLLOW CORE
HD DEAD
H.M.HOWLLOW METAL
HORIZ. HORIZONTAL
HR.HOUR
I.IRON
I.D.INSIDE DIAMETER
INC.INCORPORATED
INSUL. INSULATION
INT INTERIOR
JT.JOINT
JST.JOIST
K.KITCHEN
LAM.LAMINATED
LAM. PLAS. LAMINATED PLASTIC
LAV.LAVATORY
LT.LIGHT
LVR.LOUVER
M.C.MEDICINE CABINET
MECH. MECHANICAL
MEMB. MEMBRANE
MET.METAL
MFG.MANUFACTURE
M.H.MAN HOLE
MIN.MINIMUM
MIR.MIRROR
MTG.MOUNTING
MTL.METAL
N.NORTH
NAT.NATURAL
N.I.C. NOT IN CONTRACT
NO.NUMBER
N.T.S. NOT TO SCALE
O/OVER
O.C.ON CENTER
O.D.OVERFLOW DRAIN
OPP.OPPOSITE
OV.OVEN
OVHD. OVERHEAD
PB.PUSHBUTTON
PC PULL CHAIN
PL PLATE
P PROPERTY LINE
PLAS. PLASTER
PL. GLS. PLATE GLASS
PLAST. PLASTER
PLYWD. PLYWOOD
PNL.PANEL
PR.PAIR
PRCST. PRECAST
PREFAB. PREFABRICATED
%[ERCEMT
QRY.QUARRY
QTY.QUANTITY
RAD.RADIUS
R.RISER
R.A.G. RETURN AIR GRILLE
RD.ROAD
R.D.ROOF DRAIN
RDWD. REDWOOD
RECP. RECEPTABLE
REF.REFERENCE
REF.REFRIGERATOR
REG.REGISTER
REINF. REINFORCEMENT
REQ'D REQUIRED
RES. FLR. RESILIENT FLOORING
RET. RETAINING
RF.ROOF
RF'G. ROOFING
RM.ROOM
RO.ROUGH
R.O.ROUGH OPENING
RUB.RUBBER
R.B.RUBBER (RESILIENT) BASE
S.SOUTH
S.C.SOLID CORE
S.D.STORM DRAIN
SHT.SHEET
SHT'G SHEATHING
SIM.SIMILAR
S&P SHELF AND POLE
SPECS. SPECIFICATIONS
SPRKL. SPRINKLER
SQ. IN. SQUARE INCH
SQ. FT. SQUARE FOOT
ST.STEEL
STOR. STORAGE
STRUCT. STRUCTURAL
SUSP. SUSPENDED
SIM.SIMILAR
S4S SMOOTH FOUR SIDES
T TREAD
T&B TOP AND BOTTOM
T.B.TOP OF BEAM
T.C.TOP OF CURB
T.C.TOP OF CONCRETE
T.G.TOP OF GRATE
TEL TELEPHONE
TEMP. TEMPERED
T&G TONGUE AND GROOVE
THK. THICK
THRESH THRESHOLD
T.P.TOP OF PAVING
T.S.TOP OF SHEATHING
T.W.TOP OF WALL
TYP.TYPICAL
UL UNDERWRITER'S LABEL
ULT.ULTIMATE
UNFIN. UNFINISHED
U.R.F. UNDER ROOF FRAMING
V.A.T. VINYL ASBESTOS TILE
VENT. VENTILATOR
VERT. VERTICAL
VIT.VITREOUS
VOL.VOLUME
V.T.VINYL TILE
W.WEST
W/WITH
W.C.WATER CLOSET
WD.WOOD
W WIDE FLANGE (STEEL)
W.G.WIRE GLASS
W.H.WATER HEATER
W.I.WROUGHT IRON
W/O WITH OUT
WP.WATERPROOFING
WS WEATHERSTRIPPING
W.S.P. WET STANDPIPE
WT.WEIGHT
YD.YARD
ARCHITECTURAL SYMBOLS LEGENDGENERAL NOTES
1. SITE DEVELOPMENT
A. not used
B. not used
C. IF AN ACCESSIBLE ROUTE HAS A CHANGE IN LEVEL GREATER THAN 1/2", THEN A CURB RAMP,
RAMP, ELEVATOR, OR PLATFORM LIFT SHALL BE PROVIDED.
D. ALL WALKS, HALLS, CORRIDORS, AISLES, AND OTHER SPACES THAT ARE PART OF AN
ACCESSIBLE ROUTE SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 48 INCHES AND A CLEAR
HEIGHT OF 80 INCHES.
2. WALKS AND SIDEWALKS
A. WALKS AND SIDEWALKS SUBJECT TO THESE REGULATIONS SHALL HAVE A CONTINUOUS
COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL
EXCEEDING 1/2", AND SHALL BE A MINIMUM OF 48 INCHES IN WIDTH.
B. ALL SIDEWALKS SHALL BE STABLE, FIRM AND SLIP RESISTANT.
C. SURFACE CROSS SLOPES SHALL NOT EXCEED 1:48 (CBC 11B-403.3).
D. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATINGS WHENEVER
POSSIBLE. GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN
THE GRATING SHALL BE LIMITED TO 1/2" IN THE DIRECTION OF TRAFFIC FLOW.
E. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2".
WHEN CHANGES DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2
EXCEPT THAT LEVELS NOT EXCEEDING 1/4" MAY BE VERTICAL.
F. WHEN CHANGES IN LEVELS GREATER THAN 1/2" ARE NECESSARY THEY SHALL COMPLY WITH
THE REQUIREMENTS FOR CURB RAMPS OR RAMPS AS REQUIRED.
G. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60" SQUARE AT A DOOR
OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 48" WIDE BY 44" DEEP AT A
DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. SUCH WALKS SHALL EXTEND 24" TO THE
SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK.
H. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 5%, IT MUST
COMPLY WITH THE PROVISIONS FOR PEDESTRIAN RAMPS (PER CBC 11B-405).
3. ENTRANCES AND DOORWAYS
A. PRIMARY ENTRANCES TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE.
B. ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ONE "ISA" SIGN AND WITH
ADDITIONAL DIRECTIONAL SIGNS AS REQUIRED VISIBLE FROM APPROACHING PEDESTRIAN
WAYS.
C. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND ARE IN THE PATH OF
TRAVEL, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC
BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE
WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE.
D. HAND ACTIVATED DOOR HARDWARE SHALL BE CENTERED BETWEEN 34" AND 44" ABOVE THE
FLOOR (CBC 11B-404.2.7).
E. THE FLOOR OR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR SHALL BE
LEVEL AND CLEAR. THE LEVEL AND CLEAR AREA SHALL BE A MINIMUM 60" SQUARE IN THE
DIRECTION OF THE DOOR SWING AND A MINIMUM 44" SQUARE OPPOSITE THE DIRECTION OF
DOOR SWING (48" IF THE DOOR HAS BOTH LATCH AND CLOSER). THE SQUARES SHALL BE
MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. SEE NOTE
I BELOW FOR STRIKE SIDE REQUIREMENTS.
F. THE WIDTH OF THE LEVEL AND CLEAR AREA ON THE SIDE TO WHICH THE DOOR SWINGS
SHALL EXTEND 24" PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 18" PAST
THE STRIKE EDGE FOR INTERIOR DOORS.
G THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF
THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED NO GREATER
THAN 1:2.
H. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT SLIDING AND POCKET DOORS SHALL HAVE A
SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR
FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.
I. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS FOR EXTERIOR DOORS
AND 5 LBS FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT SHALL BE APPLIED AT RIGHT
ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS.
COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE
ABOVE STANDARDS. THE AUTHORITY HAVING JURISDICTION MAY INCREASE THE MAXIMUM
EFFORT TO OPERATE FIRE DOORS TO ACHIEVE POSITIVE LATCHING, BUT NOT TO EXCEED 15
LBS MAX.
J. EXIT DOORS MUST OPEN FROM THE INSIDE WITHOUT A KEY, OR ANY SPECIAL KNOWLEDGE
OR EFFORT. EXIT DOORS FROM BUILDINGS OR ROOMS SERVING 10 OR FEWER OCCUPANTS
MAY HAVE A NIGHT LATCH, DEADBOLT OR SECURITY CHAIN, AS LONG AS THE DOORS CAN STILL
BE OPENED FROM THE INSIDE WITHOUT A KEY, SPECIAL KNOWLEDGE OR EFFORT. IN ADDITION,
THESE DEVICES ARE NOT MOUNTED MORE THAN 48" ABOVE THE FLOOR. MANUALLY OPERATED
EDGE BOLTS, SURFACE MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED. WHEN
EXIT DOORS ARE USED IN PAIRS AND AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF
WITH THE FLUSH BOLT MUST HAVE NO DOORKNOB OR SURFACE MOUNTED HARDWARE. THE
UNLATCHING OF ANY LEAF MUST NOT REQUIRE MORE THAN ONE OPERATION.
K. EVERY REQUIRED EXIT MUST BE LARGE ENOUGH TO PERMIT A DOOR AT LEAST 3'-0" WIDE BY
6'-8" HIGH. EXIT DOORS SHALL OPEN AT LEAST 90 DEGREES AND PROVIDE A CLEAR WIDTH OF
AT LEAST 32".
L. THRESHOLDS AT ALL EXTERIOR DOORS SHALL BE NO HIGHER THAN 1/2". SUCH THRESHOLDS
SHALL BE BEVELED NO GREATER THAN 1:2.
M. THE FLOOR LANDING IMMEDIATELY OUTSIDE THE ENTRY MAY BE SLOPED UP TO 1/8" PER
FOOT IN THE DIRECTION AWAY FROM THE PRIMARY ENTRANCE FOR DRAINAGE.
N. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A VESTIBULE, SERVING
OTHER THAN A REQUIRED EXIT STAIRWAY, MUST HAVE AT LEAST 48" OF CLEAR SPACE FROM
ANY DOOR OPENING INTO THE VESTIBULE WHEN THE DOOR IS OPEN 90 DEGREES FROM ITS
CLOSED POSITION. DOORS IN SERIES MUST SWING IN THE SAME DIRECTION OR AWAY FROM
THE SPACE BETWEEN THE DOORS.
4. STAIRWAYS
A. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. STAIRWAYS SHALL HAVE
INTERMEDIATE HANDRAILS WHERE REQUIRED SUCH THAT ALL PORTIONS OF THE STAIRWAY
WIDTH REQUIRED FOR EGRESS CAPACITY ARE WITHIN 30 INCHES OF A HANDRAIL.
INTERMEDIATE HANDRAILS SHALL BE SPACED AT EQUAL INTERVALS WITHIN THE WIDTH OF
THE STAIRWAY AND BE CONTINUOUS FOR THE ENTIRE LENGTH.
B. HANDRAILS MUST BE 34 TO 38 INCHES ABOVE THE NOSING OF THE TREADS AND MUST
EXTEND IN THE DIRECTION OF THE STAIR RUN FOR AT LEAST 12" BEYOND THE TOP NOSING
AND 12" PLUS THE TREAD WIDTH BEYOND THE BOTTOM NOSING.
C. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN A NEWEL POST OR SAFETY
TERMINAL.
D. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2-
INCH BETWEEN THE WALL AND THE HANDRAIL.
E. THE HANDGRIP PORTION OF HANDRAILS SHALL BE NOT LESS THAN 1-1/4-INCHES NOR
MORE THAN 1 1/2-INCHES IN CROSS-SECTIONAL DIMENSION OR THE SHAPE SHALL PROVIDE
AN EQUIVALENT GRIPPING SURFACE AND SHALL HAVE A SMOOTH SURFACE WITH NO SHARP
OR ABRASIVE CORNERS AND ALL EDGES MUST HAVE A MINIMUM 1/8" RADIUS.
F. THE UPPER APPROACH AND THE LOWER TREAD OF EACH INTERIOR STAIR SHALL BE
MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR THE FULL WIDTH OF THE TREAD AT
LEAST 2-INCHES WIDE PLACED PARALLEL TOAND NOT MORE THAN 1-INCH FROM THE NOSE OF
THE STEP OR LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIP SHALL BE OF A
MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR.
G. NOT USED
H. ALL TREAD SURFACES SHALL BE SLIP RESISTANT.
I. TREADS SHALL HAVE A SMOOTH, ROUNDED OR CHAMFERED EXPOSED EDGES, AND NO
ABRUPT EDGES AT THE NOSING (LOWER FRONT EDGE).
J. NOT USED
K. STAIR RISERS SHALL BE SOLID PER CBC 11B-504.
5. SANITARY FACILITIES
A. WHEELCHAIR ACCESSIBLE WATER CLOSET COMPARTMENTS SHALL BE EQUIPPED WITH A
DOOR THAT HAS AN AUTOMATIC CLOSING DEVICE, AND SHALL HAVE A CLEAR
UNOBSTRUCTED OPENING WIDTH OF 32-INCHES WHEN LOCATED AT THE END AND 34-INCHES
WHEN LOCATED AT THE SIDE WITH THE DOOR POSITION AT AN ANGLE OF 90 DEGREES FROM
ITS CLOSED POSITION.
B. TOILET FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE
TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. CONTROLS FOR FLUSH VALVES
SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREAS, NO MORE THAN 44-INCHES
ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER
THAN 5 POUNDS PER FOOT.
C. WHERE URINALS ARE PROVIDED AT LEAST ONE WITH A RIM PROJECTING A MINIMUM OF 14-
INCHES FROM THE WALL AND AT A MAXIMUM OF 17-INCHES ABOVE THE FLOOR SHALL BE
PROVIDED.
D. URINAL FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT
REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND SHALL BE MOUNTED
NO MORE THAN 44" ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS
SHALL BE NO GREATER THAN 5 POUNDS PER FOOT.
E. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE
COVERED.
F. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND
AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE
FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS PER
FOOT. LEVER OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE
EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET
REMAINS OPEN FOR AT LEAST 10 SECONDS.
G. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM GLASS EDGE NOT MORE THAN 40-
INCHES ABOVE THE FLOOR.
H. LOCATE TOWEL, SANITARY NAPKIN, AND WASTE RECEPTACLES WITH ALL OPERABLE
PARTS NOT MORE THAN 40-INCHES FROM THE FLOOR.
I. TOILET TISSUE DISPENSERS SHALL BE LOCATED ON THE WALL OR PARTITION WITHIN 7" TO
9" TO CENTERLINE FROM THE FRONT EDGE OF THE TOILET SEAT, MOUTED BELOW THE GRAB
BAR, AT A MINIMUM HEIGHT OF 19 INCHES, AND 36 INCHES MAXIMUM TO THE FAR EDGE FROM
THE REAR WALL. DISPENSERS SHALL PERMIT CONTINUOUS FLOW AND NOT CONTROL
DELIVERY (CBC 11B-604.7).
J. GRAB BARS, TUB AND SHOWER SEATS, FASTENERS AND MOUNTING DEVICES SHALL BE
DESIGNED FOR 250 LB. PER CBC 1607A.8.2.
K. GRAB BARS:
1. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACE OF A GRAB BAR SHALL BE
1-1/4" TO 1-1/2" OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE.
2. IF THE GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN
THE WALL AND THE GRAB BARS SHALL BE 1-1/2".
3. A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT SHALL BE FREE OF
ANY SHARP OR ABRASIVE ELEMENTS.
4. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.
5. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8".
6. SWITCHES CONTROLS AND ELECTRICAL OUTLETS
A. RECEPTACLE OUTLETS SHALL BE 15" MIN ABOVE THE FINISHED FLOOR TO THE BOTTOM OF
THE BOX PER CBC 11B-308.1.2.
B. SWITCHES SHALL BE 48" MAX. ABOVE THE FINISHED FLOOR TO THE TOP OF THE BOX
(11B-308.1.1).
C. IF REACH IS OVER AN OBSTRUCTION ( FOR EXAMPLE, A BASE CABINET ) BETWEEN 20" AND
25" IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH, OR 46"
FOR SIDE APPROACH PROVIDED THE OBSTRUCTION IS NO MORE THAN 24" IN DEPTH. THE
OBSTRUCTION MAY NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH THE CONTROL.
D. THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48" ABOVE
THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE OR SIDEWALK.
E. IF EMERGENCY WARNING SYSTEMS ARE REQUIRED THEY SHALL ACTIVATE A MEANS OF
WARNINGTHE HEARING IMPAIRED. FLASHING VISUAL WARNING SHALL HAVE A FREQUENCY
OF NOT MORE THAN 60 FLASHES PER MINUTE.
1. THESE DOCUMENTS AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN
INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF SVA ARCHITECTS,
AND ARE NOT TO BE USED, IN WHOLE OR IN PART FOR ANOTHER PROJECT WITHOUT
THE WRITTEN AUTHORIZATION OF SVA ARCHITECTS.
2. THE WORK SHOWN ON THESE DRAWINGS AS EXISTING CONDITIONS WAS
PREPARED FROM INFORMATION FURNISHED BY THE OWNER. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, SVA ARCHITECTS INC. IS NOT
RESPONSIBLE FOR THE ACCURACY OR ADEQUACY OF ANY WORK SHOWN AS EXISTING
NOR IS SVA ARCHITECTS INC. RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT.
3. EACH BIDDER SHALL POSSESS AT THE TIME OF BID A CLASS B OR THE
APPROPRIATE CLASS C CONTRACTOR'S LICENSE PURSUANT TO PUBLIC CONTRACT
CODE SECTION 3300 AND BUSINESS AND PROFESSIONS CODE SECTION 7028.15. THE
SUCCESSFUL BIDDER MUST MAINTAIN THE LICENSE THROUGHOUT THE DURATION OF
THIS CONTRACT.
4. FIRE SAFETY DURING CONSTRUCTION AND THE DURATION OF THIS CONTRACT:
A. GENERAL: FIRE SAFETY DURING CONSTRUCTION SHALL COMPLY WITH 2016
CALIFORNIA FIRE CODE TITLE 24, PART 9, CHAPTER 33.
B. ACCESS ROADS: FIRE DEPARTMENT ACCESS ROADS SHALL BE ESTABLISHED AND
MAINTAINED IN ACCORDANCE WITH SECTION 1410.
C. WATER SUPPLY: WATER MAINS AND HYDRANTS SHALL BE OPERATIONAL IN
ACCORDANCE WITH SECTION 1412.
D. BUILDING ACCESS: ACCESS TO BUILDINGS FOR THE PURPOSE OF FIREFIGHTING
SHALL BE PROVIDED. CONSTRUCTION MATERIAL SHALL NOT BLOCK ACCESS TO
BUILDINGS, HYDRANTS OR FIRE APPLIANCES.
E. ALTERATIONS OF BUILDINGS: SHALL COMPLY WITH APPLICABLE PROVISIONS OF
SECTIONS 1405, 1411, 1413, AND 1415.
G. FIRE WATCH: MAINTAIN FIRE WATCH WHEN REQUIRED BY THE BUILDING OFFICIAL
AND WHEN EXISTING FIRE PROTECTION SYSTEMS ARE SHUT DOWN FOR ALTERATIONS.
FIRE WATCH SHALL REMAIN IN EFFECT UNTIL EXISTING FIRE PROTECTION SYSTEMS
ARE RETURNED TO SERVICE OR AS ALLOWED BY THE BUILDING OFFICIAL.
5. PENETRATIONS TO FIRE RATED MATERIALS OR ASSEMBLIES SHALL BE RESTORED
TO EQUAL RATING. FIRE STOP SYSTEMS AS LISTED BY UNDERWRITERS LABORATORIES
SHALL BE INSTALLED PER FIRE RESISTANCE DIRECTORY. FIRE STOP SYSTEMS SHALL
BE AS SPECIFIED.
6. STATEMENT (TITLE 24, PART 6): NONRESIDENTIAL ENERGY STANDARDS
COMPLIANCE: THE DESIGN INDICATED HEREIN COMPLIES WITH THE REQUIREMENTS OF
THE ENERGY CONSERVATION STANDARDS OF TITLE 24, PART 6, CALIFORNIA CODE OF
REGULATIONS. THE PROPOSED BUILDING(S) WILL BE IN COMPLIANCE WITH THE
ENERGY CONSERVATION STANDARDS PROVIDED IT (THEY) IS (ARE) BUILT ACCORDING
TO THESE DRAWINGS AND SPECIFICATIONS AND PROVIDED ANY FUTURE
IMPROVEMENTS ARE COMPLETED ACCORDING TO THE REQUIREMENTS OF TITLE 24,
PART 6, CALIFORNIA CODE OF REGULATIONS. THESE PLANS AND SPECIFICATIONS HAVE
BEEN PREPARED TO INCLUDE ALL SIGNIFICANT ENERGY CONSERVATION FEATURES
REQUIRED FOR COMPLIANCE WITH THE STANDARDS. BUILDING AREAS THAT ARE
UNCONDITIONED AND/OR NOT SUBJECT TO THE STANDARDS ARE INDICATED ON THE
PLANS.
ENVELOPE MANDATORY MEASURES:
A. INSTALLED INSULATING MATERIALS SHALL HAVE BEEN CERTIFIED BY THE
MANUFACTURER TO COMPLY WITH THE CALIFORNIA QUALITY STANDARDS FOR
INSULATING MATERIAL.
B. ALL INSULATING MATERIALS SHALL BE INSTALLED IN COMPLIANCE WITH THE FLAME
SPREAD RATING AND SMOKE DENSITY REQUIREMENTS OF [TITLE 24, PART 2,
CALIFORNIA BUILDING CODE, SECTIONS 719 AND 2603.]
C. ALL EXTERIOR JOINTS AND OPENINGS IN THE BUILDING ENVELOPE THAT ARE
POTENTIAL AND OBSERVABLE SOURCES OF AIR LEAKAGE SHALL BE CAULKED,
GASKETED, WEATHERSTRIPPED OR OTHERWISE SEALED.
D. SITE CONSTRUCTED DOORS, AND WINDOWS SHALL BE CAULKED BETWEEN THE UNIT
AND THE BUILDING, AND SHALL BE WEATHERSTRIPPED (EXCEPT FOR UNFRAMED
GLASS DOORS AND FIRE DOORS).
E. MANUFACTURED DOORS AND WINDOWS INSTALLED SHALL HAVE AIR INFILTRATION
RATES CERTIFIED BY THE MANUFACTURER IN ACCORDANCE WITH TITLE 24, PART 6,
CALIFORNIA CODE OF REGULATIONS, SECTION 116(a)1.
F. MANUFACTURED FENESTRATION PRODUCTS IN THE ENVELOPE OF THE BUILDING,
INCLUDING, BUT NOT LIMITED TO, WINDOWS, SLIDING GLASS DOORS, FRENCH DOORS,
SKYLIGHTS, CURTAIN WALLS, AND GARDEN WINDOWS MUST BE LABELED FOR U-VALUE
IN ACCORDANCE WITH THE (NFRC) NATIONAL FENESTRATION RATING COUNCIL'S
INTERIM U-VALUE RATING PROCEDURE.
G. DEMISING WALL INSULATION SHALL BE INSTALLED IN ALL OPAQUE PORTIONS OF
FRAMED WALLS (EXCEPT DOORS).
7. NOT USED
8. ALL WORK SHOWN ON THESE DRAWINGS SHALL COMPLY WITH THE REQUIREMENTS
OF TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR).
9. NOT USED
10. GRADING PLANS, DRAINAGE IMPRPOVEMENTS, ROAD AND ACCESS REQUIREMENTS
AND ENVIROMENTAL HEALTH CONCIDERATIONS SHALL COMPLY WITH ALL LOCAL
ORDINANCES.
11. DRINKING WATER SHALL COMPLY WITH ALL LOCAL HEALTH DEPARTMENT
REQUIREMENTS.
12. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE
APPLICABLE CODES. ALL ENGINEERING SHALL COMFORM WITH ALL APPLICABLE
MUNICIPAL, STATE AND FEDERAL REGULATIONS HAVING JURISDICTION INCLUDING
ACCESSIBILITY STANDARDS AND ADA REQUIREMENTS.
13. DO NOT SCALE THE DRAWINGS. THE DRAWINGS ARE NOT NECESSARILY TO SCALE.
THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD
PRIOR TO BIDDING AND START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, THE
ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE COMMENCING WORK.
14. ALL DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF MASONRY UNITS,
CENTERLINE OF COLUMNS AND BEAMS, OR FACE OF STUDS, UNLESS OTHERWIS
NOTED. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB OR TOP OF
INTERIOR PAVING UNLESS NOTED OTHERWISE. CEILING HEIGHT DIMENSIONS ARE TO
FINISHED SURFACES UNLESS NOTED OTHERWISE.
15. THE CIVIL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS
ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH THE ARCHITECTURAL
DRAWINGS BEFORE PROCEEDING WITH INSTALLATION OF CIVIL, STRUCTURAL
MECHANICAL, PLUMBING, AND ELECTRICAL WORK. SHOULD THERE BE ANY
DISCREPANCIES BETWEEN THE ARCHITECT'S AND THE CONSULTING ENGINEER'S
DRAWINGS AND SPECIFICATIONS THAT WOULD CAUSE A CONFLICT, IT SHALL BE
BROUGHT TO THE ARCHITECTS ATTENTION FOR CLARIFICATION PRIOR TO
INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE
ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS
EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR ARCHITECT.
16. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO
BE CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING
ABBREVIATIONS OR THEIR EXACT MEANING, THE ARCHITECT SHALL BE NOTIFIED FOR
CLARIFICATION.
17. DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL SIMILAR CASES UNLES
SPECIFICALLY INDICATED OTHERWISE.
18. ALL RUBBISH AND DEBRIS RESULTING FROM DEMOLITION AND/OR NEW WORK SHALL BE
DISPOSED OF OFF-SITE AND SHALL NOT BE ALLOWED TO ACCUMULATE.
19. SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH DIVISION 1 OF SPECIFICATIONS AND AS
REQUIRED BY INDIVIDUAL SPECIFICATION SECTIONS.
20. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL. REQUEST FOR
SUBSTITUTION SHALL BE IN ACCORDANCE WITH DIVISION 1 OF SPECFICIATIONS.
21. ALL METAL FRAMING MEMBERS SHALL BE SO ARRANGED AND SPACED AS TO PERMIT
INSTALLATION OF PIPE CONDUITS AND DUCT-WORK WITH A MINIMUM OF CUTTING. SHAFT WALLS
SHALL BE PROVIDED WITH NECESSARY FRAMES, BRACING, AND SEALANT AROUND THE OPENING.
22. OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACE WILL BE FLUSH.
24. DOORS IN RATED WALLS SHALL CONSIST OF SELF-CLOSING, SELF-LATCHING ASSEMBLIES WITH
SMOKE AND DRAFT SEALS AT HEAD AND JAMBS. DOOR ASSEMBLY RATINGS SHALL BE AS INDICATED
ON DOOR AND ACTIVATED BY SMOKE DETECTORS.
25. INSTALL METAL CORNER BEADS AT ALL EXPOSED GYPSUM BOARD EDGES INSTALL CASING BEADS
WHEREVER GYPSUM BOARD, PLASTER, ETC. ABUTS DISSIMILAR FINISH MATERIAL AND PROVIDE
SEALANT AS REQUIRED.
26. GYPSUM BOARD SHALL EXTEND TO UNDERSIDE OF STRUCTURE ABOVE AT ALL COLUMNS AND
EXTERIOR PERIMETER WALLS UNLESS OTHERWISE NOTED. WELD FURRING CHANNELS TO STEEL
COLUMN PRIOR TO FIRE PROOFING WHEN REQUIRED.
27. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACK-UP PLATES, AND
SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, STAIR RAILINGS,
TOILET ROOM ACCESSORIES AND PARTITIONS, AND OF ALL WALL MOUNTED OR SUSPENDED
MECHANICAL, ELECTRICAL, OR MISCELLANEOUS EQUIPMENT.
28. ALL GLAZING SHALL COMPLY WITH THE CONSUMER PRODUCT SAFETY COMMISSION
REQUIREMENTS (C.P.S.C.), CFC, AND CBC.
29. CONTACT BETWEEN DISSIMILAR METAL SHALL BE INSULATED AND PROTECTED.
30. ALL DOOR SIZES SHOWN ON DOOR SCHEDULE ARE OPENING SIZES. ALLOWANCE FOR
THRESHOLDS, ETC. SHALL BE TAKEN OFF DOOR. ALL DOORS AND FRAME SHALL BE REINFORCED
WHERE REQUIRED FOR CLOSERS, STOPS, AND HARDWARE.
31. ROOFING SYSTEM SHALL COMPLY WITH PROVISIONS OF SPECIFICATIONS AND
DRAWINGS/DETAILS.
32. NOT USED
33. NOT USED
34. MINIMUM HEADROOM CLEARANCE AT STAIRS SHALL BE 6'-8" MEASURED VERTICALLY FROM A
PLANE PARALLEL AND TANGENT TO THE TREAD NOSING TO THE SOFFIT ABOVE AT ALL POINTS.
35. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY
SPECIAL KNOWLEGE. LOCKING DEVICES SHALL BE OF AN APPROVED TYPE.
36. EXIT SIGNS SHALL HAVE 6" MINIMUM HEIGHT LETTERS AND SHALL CONFORM TO SECTION 1013 OF
THE CALIFORNIA BUILDING CODE.
37. FURNISH AND INSTALL ACCESS DOORS, FIRE DAMPERS, ETC. IN CEILING AND WALL
CONSTRUCTION LOCATED AS REQUIRED BY INSTALLATION OF MECHANICAL PLUMBING, AND
ELECTRICAL WORK AND AS APPROVED BY THE ARCHITECT. PROVIDE RATED ASSEMBLIES IN RATED
WALLS AND CEILINGS AND SHALL BE APPROVED BY BUILDING INSPECTOR PRIOR TO INSTALLATION.
38. FURNISH AND INSTALL EMERGENCY LIGHTING AS SPECIFIED AND INDICATED BUT IN NO CASE
SHALL THE LIGHT VALUE BE LESS THAN ONE FOOT CANDLE AT FLOOR LEVEL IN ALL EXIT CORRIDORS
AND STAIR SHAFTS (CBC SECTION 1008).
39. THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5' OR MORE IN DEPTH INTO WHICH A PERSON IS
REQUIRED TO DECEND UNLESS A PERMIT IS OBTAINED FROM THE STATE OF CALIFORNIA DIVISION OF
INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF A BUILDING OR GRADING PERMIT.
40. THE CONSTRUCTION OR DEMOLITION OF ANY BUILDING, STRUCTURE, SCAFFOLDING OR
FALSEWORK MORE THAN 3 STORIES OR 36' IN HEIGHT REQUIRES A PERMIT FROM THE STATE OF
CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT.
41. GLASS DOORS, ADJACENT PANELS AND ALL GLAZED OPENINGS WITHIN 18" OF THE ADJACENT
FLOOR SHALL BE GLASS APPROVED FOR IMPACT HAZARD.
42. ALL LIGHT GAUGE METAL STUDS AND BRACING SHALL COMPLY WITH 2019 CALIFORNIA BUILDING
CODE.
43. INSTALLATION OF SHORING, UNDERPINNING, AND/OR SLOT CUTTING EXCAVATIONS SHALL BE
PERFORMED UNDER THE CONTINUOUS INSPECTION AND APPROVAL OF THE CONTRACTOR'S
GEOTECHNICAL ENGINEER.
44. ALL CONSTRUCTION SHALL PERFORMED IN ACCORDANCE WITH THE STATE CONSTRUCTION
SAFETY ORDERS ENFORCED BY THE STATE DIVISION OF INDUSTRIAL SAFETY.
45. DIMENSIONS AND CONDITIONS AT THE JOB SITE SHALL BE VERIFIED BY ALL CONTRACTORS. IT IS
THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE EXISTING CONDITIONS PRIOR TO
SUBMITTING BIDS TO THE OWNER SINCE PROPOSALS MUST TAKE INTO CONSIDERATION ALL SUCH
CONDITIONS THAT MAY AFFECT THE WORK. DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE
DRAWINGS AND ACTUAL FIELD CONDITION SHALL BE REPORTED TO THE ARCHITECT. REVISED
DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED BY THE OWNER PRIOR TO THE INSTALLATION OF ANY
WORK.
46. CONTRACTORS SHALL PROVIDE AND INSTALL ALL CONCRETE HOUSEKEEPING PADS FOR
MECHANICAL AND ELECTRICAL EQUIPMENT, AS REQUIRED.
47. ALL GYPSUM WALL BOARD TO BE 5/8" THICK TYPE 'X' UNLESS OTHERWISE NOTED OR REQUIRED
FOR SPECIFIC WALL CONSTRUCTION.
48. THERMAL INSULATION SHALL BE PROVIDED PER TYPICAL ASSEMBLIES NOTED ON DRAWINGS.
REFER TO SPECS FOR PRODUCT INFORMATION.
49. PROVIDE TEMPERED GLASS AT LOCATIONS REQUIRED BY CBC SECTION 2406 AND BY OTHER
APPLICABLE CODE.
50. ROOF DRAINS DISCHARGING WATER MUST BE CONDUCTED UNDER THE SIDEWALK
51. DOORS SHALL NOT PROJECT MORE THAN 7 INCHES INTO THE REQUIRED CORRIDOR WIDTH WHEN
FULLY OPENED OR MORE THAN ONE HALF INTO THE REQUIRED WIDTH WHEN IN ANY POSITION. (CBC
SECTION 1005.7.1)
52. PUBLIC HALLWAYS AND EXIT COURT PASSAGEWAYS TO HAVE 7'-0" CLEAR HEIGHT TO LOWEST
PROJECTION. (CBC SECTION 1005.3)
53. OCCUPANCY LOAD SIGNS SHALL BE POSTED IN EACH CLASSROOM, ASSEMBLY ROOM, OR SIMILAR
PURPOSE ROOM, HAVING AN OCCUPANT LOAD OF 50 OR MORE.
54. DUCT PENETRATIONS THROUGH PROTECTIVE ELEMENTS OF FIRE RATED CORRIDOR WALLS SHALL
BE PROTECTED WITH A COMBINATON FIRE SMOKE DAMPERS PER CBC SECTION 714.
55. NO CHANGES ARE TO BE MADE ON THESE PLANS WITHOUT THE KNOWLEDGE OR CONSENT OF
THE ARCHITECT/ENGINEER WHOSE SIGNATURE APPEARS HEREON.
56. THESE DRAWINGS DO NOT CONTAIN THE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY.
57. LOCATIONS OF ALL UTILITIES SHOWN ARE APPROXIMATE AND CONTRACTOR SHALL EXERCISE
EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THIS SITE TO AVOID INTERCEPTING EXISTING
PIPING OR CONDUITS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL
EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE
ARCHITECT IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES
WHETHER OR NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER CONTRACT. THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT SHOULD ANY UNIDENTIFIED CONDITIONS
BE DISCOVERED. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF
UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE
PROSECUTION OF THIS WORK.
58. THE PROJECT APPLICANT SHALL COMPLY WITH THE REQUIREMENTS OF THE ENGINEERING
DIVISION FOR ALL PUBLIC IMPROVEMENTS.
ACCESSIBILITY NOTES
DESCRIPTION DATE
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
231
2
GEN-3
4
GEN-3
2
GEN-3
3
GEN-3
2
GEN-3
8. ACCESSIBLE TOILET COMPARTMENTS:
A. SEE TOILET ROOM FLOOR PLAN FOR ACCESSIBLE TOILET STALL LOCATION.
B. VERIFY TOILET ACCESSORIES & TYPE OF PARTITION IN SPECS.
C. PROVIDE BACKING IN WALL & TOILET PARTITION FOR GRAB BAR ANCHORAGE.
D. COMPARTMENT DOOR TO PROVIDE MINIMUM 18" STRIKE-SIDE CLEARANCE (CBC
11B-604.8.1).
E. DOOR PULL AT ACCESSIBLE COMPARTMENT SHALL COMPLY WITH CBC SECTION
11B-404.2.7 AND NOT REQUIRE GRASPING OR TWISTING. DOORS. TOILET COMPARTMENT
DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLY WITH SECTION 11B-404 EXCEPT
THAT IF THE APPROACH IS FROM THE PUSH SIDE OF THE COMPARTMENT DOOR,
CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION
SHALL BE 48 INCHES (1219 MM) MINIMUM MEASURED PERPENDICULAR TO THE
COMPARTMENT DOOR IN ITS CLOSED POSITION. DOORS SHALL BE LOCATED IN THE
FRONT PARTITION OR IN THE SIDE WALL OR PARTITION FARTHEST FROM THE WATER
CLOSET. WHERE LOCATED IN THE FRONT PARTITION, THE DOOR OPENING SHALL BE 4
INCHES (102 MM) MAXIMUM FROM THE SIDE WALL OR PARTITION FARTHEST FROM THE
WATER CLOSET. WHERE LOCATED IN THE SIDE WALL OR PARTITION, THE DOOR
OPENING SHALL BE 4 INCHES (102 MM) MAXIMUM FROM THE FRONT PARTITION. THE
DOOR SHALL BE SELF-CLOSING. A DOOR PULL COMPLYING WITH SECTION 11B-404.2.7
SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. DOORS SHALL NOT
SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE.
DOORS MAY SWING INTO THAT PORTION OF MANEUVERING SPACE WHICH DOES NOT
OVERLAP THE CLEARANCE REQUIRED AT A WATER CLOSET.
F. OPENING HARDWARE IS CENTERED BETWEEN 34" AND 44" ABOVE FINISH FLOOR (CBC
11B-404.2.7).
G. TOILET PAPER DISPENSER SHALL PERMIT CONTINUOUS PAPER FLOW AND SHALL NOT
CONTROL DELIVERY (CBC 11B-604.9.6).
H. ACCESSIBLE COMPARTMENT DOOR EQUIPPED WITH AN AUTOMATIC CLOSING
DEVICES
(3 SECONDS MIN. SWEEP TIME FROM OPEN POSITION OF 70 DEGREES TO A POINT 3"
FROM THE LATCH).
I. SEE ACCESSIBILITY NOTES FOR ADDITIONAL REQUIREMENTS.
J. FLUSH CONTROL SHALL BE ON WIDE SIDE OF TOILET COMPARTMENT AT ALL
ACCESSIBLE STALLS, TYP.
K. WHERE ONLY ONE TYPE OF TOILET FIXTURE OR ACCESSORY IS USED, IT SHALL BE
POSITIONED FOR ACCESSIBILITY.
L.UNDERSIDE OF PARITION SHALL BE FREE OF SHARP EDGES OR ABRASIVE SURFACES
(CBC 11B-604.8.1.4)
7. ADDITIONAL COMPLIANCE REQUIREMENTS:
A. COUNTERTOPS AND WORK SURFACES SHALL BE ACCESSIBLE (HEIGHT BETWEEN 28"
AND 34" AFF) W/ ACCESSIBLE CLEAR SPACE BELOW PER CBC 11B-902.1.
B. WARNING SYSTEMS SHALL COMPLY WITH NFPA 72 AND 72G (AS AMENDED BY CHAPTER
35) AND SHALL PROVIDE VISUAL ALARMS (I.E. STROBES) IN RESTROOMS, CORRIDORS,
MULTI-PURPOSES ROOMS, LOBBIES, MEETING ROOMS, AND ANY OTHER COMMON USE
ROOMS (CBC 1007.12).
1. RAMPS AND STAIRWAYS
REFER TO ACCESSIBILITY NOTES ON SHEET GEN-2 AND ELSEWHERE IN THESE DRAWINGS
2. ENTRANCES AND DOORWAYS: (REFER TO DETAIL )
A. PRIMARY ENTRANCES TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO THE
PEOPLE WITH DISABILITIES.
B. RECESSED DOOR MATS SHALL BE ANCHORED TO PREVENT INTERFERENCE WITH
WHEELCHAIRS.
C. ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ONE SIGN (INTERNATIONAL
SYMBOL OF ACCESSIBILITY) AND WITH ADDITIONAL DIRECTIONAL SIGNS AS REQUIRED VISIBLE
FROM APPROACHING PEDESTRIAN WAYS.
D. THE FLOOR OR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR SHALL BE LEVEL
AND CLEAR. THE LEVEL AND CLEAR AREA SHALL BE A MINIMUM 60" SQUARE IN THE DIRECTION OF
THE DOOR SWING AND A MINIMUM 44" - AND 48" IF THE DOOR HAS A LATCH & CLOSER - SQUARE
OPPOSITE THE DIRECTION OF DOOR SWING. THE SQUARES SHALL BE MEASURED AT RIGHT
ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. SEE NOTE E BELOW FOR STRIKE
SIDE CLEARANCES.
E. THE WIDTH OF THE LEVEL AND CLEAR AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL
EXTEND 24" PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 18" PAST THE
STRIKE EDGE FOR INTERIOR DOORS.
F. THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE
DOORWAY. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED NO GREATER THAN 1:2.
G. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A VESTIBULE, SERVING OTHER
THAN A REQUIRED EXIT STAIRWAY, MUST HAVE AT LEAST 48" OF CLEAR SPACE FROM ANY DOOR
OPENING INTO THE VESTIBULE WHEN THE DOOR IS OPEN 90 DEGREES FROM ITS CLOSED
POSITION. DOOR IN SERIES MUST SWING IN THE SAME DIRECTION OR AWAY FROM THE SPACE
BETWEEN THE DOORS.
H. WHERE A PAIR OF DOORS, MANUALLY OR AUTOMATICALLY OPERATED, IS UTILIZED, AT LEAST
ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING 32" WIDE W/ THE LEAF
POSITIONED 90 DEGREES FROM ITS CLOSED POSITION.
I. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH,
UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO OPEN BY A WHEELCHAIR FOOTREST
WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE
USED A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH
WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATED A TRAP
OR HAZARDOUS CONDITION.
J. MAXIMUM EFFORT TO OPERATED DOORS SHALL NOT EXCEED 5 LB. SUCH PULL OR PUSH
EFFORT SHALL BE APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF
SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE
UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM
EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MAXIMUM ALLOWABLE BY THE
APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS.
3. SANITARY FACILITIES: (REFER TO DETAIL )
A. WATER CLOSET COMPARTMENTS SHALL BE EQUIPPED WITH A DOOR THAT HAS AN AUTOMATIC
CLOSING DEVICE, AND SHALL HAVE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32" INCHES
WHEN LOCATED AT THE END AND 34" INCHES WHEN LOCATED AT THE SIDE WITH THE DOOR
POSITION AT AN ANGLE OF 90 DEGREES AWAY FROM ITS CLOSED POSITION.
B. TOILET FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE
TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. CONTROLS FOR FLUSH VALVES SHALL
BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREAS, NO MORE THAN 44" INCHES ABOVE THE
FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS
PER FOOT.
C. WHERE URINALS ARE PROVIDED AT LEAST ONE WITH A RIM PROJECTING A MINIMUM OF 13-1/2"
(343 MM) INCHES DEEP MINIMUM MEASURED FROM THE OUTER FACE OF THE URINAL RIM TO THE
BACK OF THE FIXURE.
D. URINAL FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE
TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND SHALL BE MOUNTED NO MORE THAN
44" ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVE CONTROLS SHALL BE NO GREATER THAN
5 POUNDS PER FOOT.
E. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED
OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR
ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. (AS PER CBC 11B-606.5)
F. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND
SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE
REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS PER FOOT. LEVEL
OPERATED, PUSH-TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF
ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR
AT LEAST 10 SECONDS.
G. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF GLASS NOT MORE THAN 40 INCHES
ABOVE THE FLOOR.
H. LOCATE TOWEL, SANITARY NAPKIN, AND WASTE RECEPTACLES WITH ALL OPERABLE
PARTS NOT MORE THAN 40 INCHES FROM THE FLOOR.
I. LOCATE TOILET TISSUE DISPENSERS ON THE WALL OR PARTITION WITHIN 7" INCHES MIN.
AND 9" INCHES MAX. OF THE FRONT EDGE OF THE TOILET SEAT AT A MINIMUM HEIGHT OF 19
INCHES AND 36 INCHES MAXIMUM TO THE FAR EDGE FROM THE REAR WALL (CBC 11B-308.3.2)
J. GRAB BARS, TUB AND SHOWER SEATS, FASTENERS AND MOUNTING DEVICES SHALL BE
DESIGNED FOR 250 LB. PER LINEAR FOOT LOAD.
K. GRAB BARS (REFER DETAIL ):
1) THE DIAMETER OR WIDTH OF THE GRIPPING SURFACE OF A GRAB BAR SHALL BE
1-1/4" TO 1-1/2" OR THE SHAPE SHALL PROVIDE EQUIVALENT GRIPPING SURFACE.
2) IF THE GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN
THE WALL AND GRAB BARS SHALL BE 1-1/2".
3) A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT SHALL BE FREE OF
ANY SHARP OR ABRASIVE ELEMENTS.
4) GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.
5) EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8".
L. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES.
4. DRINKING FOUNTAINS: (REFER TO DETAIL )
A. ON ANY FLOOR WHERE DRINKING FOUNTAINS ARE PROVIDED, THERE SHALL BE A
DRINKING FOUNTAIN THAT IS ACCESSIBLE TO INDIVIDUALS WHO USE WHEELCHAIRS AND ONE
ACCESSIBLE TO THOSE WHO HAVE DIFFICULTY BENDING OR STOOPING ("HI-LO" FOUNTAIN)
PER CBC 11B-211.2) WHERE MORE THAN ONE IS PROVIDED ON A FLOOR, 50% SHALL COMPLY
WITH THESE REQUIREMENTS.(CBC 11B-211.3)
B. THE DRINKING FOUNTAIN SHALL BE A MINIMUM OF 18 INCHES AND A MAXIMUM OF 19
INCHES IN DEPTH AND THERE SHALL BE A CLEAR AND UNOBSTRUCTED KNEE SPACE UNDER
THE DRINKING FOUNTAIN NOT LESS THAN 27 INCHES IN HEIGHT, 30 INCHES IN WIDTH, AND 8
INCHES IN DEPTH, THE DEPTH MEASUREMENT BEING TAKEN FROM THE FRONT EDGE OF THE
FOUNTAIN. ADDITIONALLY THERE SHALL BE TOE CLEARANCE OF 9 INCHES IN HEIGHT ABOVE
THE FLOOR, AND 17 INCHES IN DEPTH FROM THE FRONT EDGE OF THE FOUNTAIN. A SIDE
APPROACH DRINKING FOUNTAIN IS NOT ACCEPTABLE.
C. THE BUBBLER SHALL BE ACTIVATED BY A CONTROL WHICH IS EASILY OPERATED BY A
PERSONS WITH DISABILITIES SUCH AS A HAND-OPERATED LEVER TYPE LOCATED WITHIN 6"
INCHES OF THE FRONT OF THE DRINKING FOUNTAIN, ETC. THE BUBBLER OUTLET ORIFICE
SHALL BE LOCATED WITHIN 5" INCHES OF THE FRONT OF THE DRINKING FOUNTAIN AND
SHALL BE WITHIN 36 INCHES OF THE FLOOR. THE WATER STREAM FROM THE BUBBLER SHALL
BE SUBSTANTIALLY PARALLEL TO THE FRONT EDGE OF THE DRINKING FOUNTAIN. THE SPOUT
SHALL PROVIDE A FLOW OF WATER THAT IS AT LEAST 4 INCHES HIGH SO AS TO ALLOW THE
INSERTION OF A CUP OR GLASS UNDER THE FLOW OF WATER. THE FORCE REQUIRED TO
ACTIVATE THE CONTROLS SHALL BE NO GREATER THAN 5 LB.
D. WATER FLOW. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4 INCHES (102 MM) HIGH
MINIMUM AND SHALL BE LOCATED 5 INCHES (127 MM) MAXIMUM FROM THE FRONT OF THE
UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY RELATIVE TO
THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 3 INCHES (76 MM)
OF THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES
MAXIMUM. WHERE SPOUTS ARE LOCATED BETWEEN 3 INCHES (76 MM) AND 5 INCHES (127
MM) MAXIMUM FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE
15 DEGREES MAXIMUM.
6. SWITCHES, CONTROLS AND ELECTRICAL OUTLETS:(REFER TO DETAIL )
A. ELECTRICAL AND COMMUNICATION SYSTEMS OUTLETS SHALL BE MOUNTED NOT LESS
THAN 15 INCHES ABOVE THE FLOOR OR WORKING PLATFORM. ELECTRICAL RECEPTACLES
OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM
RECEPTACLES SHALL COMPLY WITH SECTION 11B-308 EXCEPT THE LOW REACH SHALL BE
MEASURED TO THE BOTTOM THE OUTLET BOX AND THE HEIGHT REACH SHALL BE MEASURED
TO THE TOP OF THE OUTLET BOX. (AS PER 11B.308.1.2)
WHERE A FORWARD REACH IS UNOBSTRUCTED, THE HIGH FORWARD REACH SHALL BE 48
INCHES (1219 MM) MAXIMUM AND THE LOW FORWARD REACH SHALL BE 15 INCHES (381 MM)
MINIMUM ABOVE THE FINISH FLOOR OR GROUND. (AS PER 11B.308.1.1).
B. THE HIGHEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES AND
OTHER OPERABLE EQUIPMENT SHALL BE NOT LESS THAN 15 INCHES NOR MORE THAN 4 FEET
ABOVE THE FLOOR OR WORKING PLATFORM AT BOTH FORWARD AND PARALLEL APPROACH.
15" MIN TO TOP OF CONTROL BOX TO 48" MAX TO TOP OF SWITCH/CONTROL BOX.
C. IF REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, A BASE CABINET) BETWEEN 20" AND
25" IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH. FOR
SIDE APPROACH PROVIDED THE OBSTRUCTION IS NO MORE THAN 24" IN DEPTH, THE
MAXIMUM HEIGHT IS REDUCED TO 46". THE OBSTRUCTION MAY NOT EXTEND MORE THAN 24"
FROM THE WALL BENEATH THE CONTROL.
D. FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48" ABOVE THE LEVEL OF
THE FLOOR, WORKING PLATFORM, GROUND SURFACE, OR SIDEWALK.
E. IF EMERGENCY WARNING SYSTEMS ARE REQUIRED THEY AT EACH SIDE SHALL ACTIVATE A
MEANS OF WARNING THE HEARING IMPAIRED. FLASHING VISUAL WARNING SHALL HAVE A
FREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE.
9. SIGNAGE AND GRAPHICS:(REFER TO DETAIL )
A. DEPTH: IT SHALL BE 1/32 INCH (.8MM) MINIMUM ABOVE THEIR BACKGROUND AND
SHALL BE SANS SERIF UPPERCASE AND BE DUPLICATED IN BRAILLE.
B. HEIGHT: IT SHALL BE 5/8 INCH (15.9 MM) MINIMUM AND 2 INCHES (51 MM) MAXIMUM
BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I". CBC SECTION 11B-703.2.5
C.PROPORTIONS: IT SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE
UPPERCASE LETTER"O" IS 60% MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE
UPPER "I". STROKE THICKNESS OF THE UPPERCASE LETTER"I" SHALL BE 15% MAXIMUM OF
THE HEIGHT OF THE CHARACTER. CBC SECTIONS 11B-703-2.4 AND 11B.703.2.6
D. CHARACTER SPACING: CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO
CLOSETS POINTS OF ADJACENT RAISED CHARACTERS WITHIN A MESSAGE, EXCLUDING
WORD SPACES. WHERE CHARACTERS HAVE RECTANGULAR CROSS SECTIONS, SPACING
BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1/8 INCH (3.2 MM) MINIMUM AND 4
TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM. WHERE CHARACTERS HAVE
OTHER CROSS SECTIONS, SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE
1/16 INCH (1.6 MM) MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM
AT THE BASE OF THE CROSS SECTIONS, AND 1/8 INCH (3.2 MM) MINIMUM AND 4 TIMES THE
RAISED CHARACTER STROKE WIDTH MAXIMUM AT THE TOP OF THE CROSS SECTIONS.
CHARACTERS SHALL BE SEPARATED FROM RAISED BORDERS AND DECORATIVE ELEMENTS
3/8 INCH (9.5 MM) MINIMUM. AS PER CBC 11B-703.2.7
E. MOUNTING LOCATION: A TACTILE SIGN SHALL BE LOCATED PER CBC SECTION FIGURE
11B-703.4.2 AS FOLLOWS:
ALONGSIDE A SINGLE DOOR AT THE LATCH SIDE.
ON THE INACTIVE LEAF AT DOUBLE DOORS WITH ONE ACTIVE LEAF.
TO THE RIGHT OF THE RIGHT HAND DOOR AT DOUBLE DOORS WITH TWO ACTIVE
LEAFS.
ON THE NEAREST ADJACENT WALL WHERE THERE IS NOT WALL SPACE AT THE
LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS WITH
TWO ACTIVE LEAFS.
SO THAT A CLEAR FLOOR SPACE OF 18" X 18" MINIMUM, CENTERED ON THE TACTILE
CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE
CLOSED POSITION AND 45 DEGREE OPEN POSITION.
VISUAL CHARACTERS SHALL COMPLY WITH CBC SECTION 11B-703.5 AND SHALL BE 40"
MINIMUM ABOVE FINISH FLOOR OR GROUND.
F. FINISH AND CONTRAST. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-
GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER
LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT
BACKGROUND. CBC SECTION 11B-703.5.1
G. CASE.CHARACTERS SHALL BE UPPERCASE OR LOWERCASE OR A COMBINATION OF
BOTH. CBC SECTION 11B-703.5.3
H. STYLE.CHARACTERS SHALL BE CONVENTIONAL IN FORM. CHARACTERS SHALL NOT BE
ITALIC, OBLIQUE, SCRIPT, LIGHT LY DECORATIVE, OR OF OTHER UNUSUAL FORMS. CBC
SECTION 11B-703.5.3
I. CHARACTER PROPORTIONS.CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE
WIDTH OF THE UPPERCASE LETTER "O" IS 60 PERCENT MINIMUM AND 110 PERCENT
MAXIMUM OF THE HEIGHT OF THE UPPERCASE "I" CBC SECTION 11B-703.5.4
J. STROKE THICKNESS.STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 10
PERCENT MINIMUM AND 20 PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTER. CBC
SECTION 11B-703.5.7
K. CHARACTER HEIGHT.MINIMUM CHARACTER HEIGHT SHALL COMPLY WITH TABLE
11B-703.5.5. VIEWING DISTANCE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE
BETWEEN THE CHARACTER AND AN OBSTRUCTION PREVENTING FURTHER APPROACH
TOWARDS THE SIGN. L. CHARACTER HEIGHT SHALL BE BASED ON THE UPPERCASE LETTER
"I". CBC SECTION 11B-703.5.5
L. CHARACTER SPACING. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO
CLOSET POINTS OF ADJACENT CHARACTERS, EXCLUDING WORD SPACES. SPACING
BETWEEN INDIVIDUAL CHARACTERS SHALL BE 10 PERCENT MINIMUM AND 35 PERCENT
MAXIMUM OF CHARACTER HEIGHT. CBC. CBC SECTION 11B-703.5.9
M. LINE SPACING.SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF CHARACTERS
WITHIN A MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE
CHARACTER HEIGHT.
N. FORMAT.TEXT SHALL BE IN A HORIZONTAL FORMAT. CBC SECTION 11B-703.5.10
O. PICTOGRAMS SHALL COMPLY WITH CBC SECTION 11B-703.8
5
GEN-3
TOILET ROOM PLUMBING FIXTURE HEIGHTS/DIMENSIONS
8" MIN.
9"
17" MIN.8" MAX.
34
"
M
A
X
.
@
A
P
R
O
N
29
"
M
I
N
.
34
"
M
A
X
.
6"
27
"
M
I
N
.
INSULATED
PIPES
ELEVATIONSECTION
LAVATORY NOTES:
1. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER THE LAVATORY.
2. ALL WATER & DRAIN PIPES ACCESSIBLE UNDER LAVATORIES MUST BE INSULATED
OR OTHERWISE COVERED.
3. 11B-606.5 EXPOSED PIPES AND SURFACES. WATER SUPPLY AND DRAIN PIPES
UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED
TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE
SURFACES UNDER LAVATORIES AND SINKS.
BACKSPLASH
WHERE
OCCURS
PLAN GRAB BARS @ SIDE AND
BACK WALLS ABOVE W.C.
@ SIDE DOOR, MANEUVERING SPACE
60" MIN. CLR
RECESSED TOILET
ACCESSORIES,
SEE PLAN & ELEVATIONS
17
"
-
1
8
"
4'
-
3
3
/
4
"
SIDE DOOR
34" MIN. CLR
DRINKING
FOUNTAIN
27
"
M
I
N
.
@
A
P
R
O
N
29
"
M
I
N
.
4"
MIN. TO SIDEWALL OR
FIXTURE CLEAR SPACE.
MAX. PROJECTION
OF ACCESSORIES
(CBC 1133B.8.6.1)
FACE OF WALL
FO
F
FACE OF WALL
1' - 6"
BUBBLER
HIGH @ 43" A.F.F
LOW @ 38" A.F.F.
ALCOVE
ELEVATION
ALCOVE
SECTIONACCESSIBLESTD.
URINAL
1'
-
3
"
MA
X
.
1'
-
5
"
NON-WATER
URINAL PLACARD
32" MIN. CLR.
4'
-
0
"
MIN.
1' - 6"STRIKE SIDE CLEARANCE
42" CLEAR MIN.
3'
-
0
"
M
A
X
CL
E
A
R
27
"
M
I
N
.
18" - 19"
5" MAX.
CL
E
A
R
27
"
M
I
N
.
2'
-
0
"
SIDE
ELEVATION
FRONT
ELEVATION
33
"
-
3
6
"
24" MIN.
54" MIN.
GRAB BAR BACKING PLATE,
SEE DET.
FLUSH VALVE
@ WIDE SIDE
MAX
1' - 0"
GRAB BAR
3' - 6" MIN.
FOF
17" - 18"
T.O.S.
17
"
-
1
9
"
MIN.
1' - 0"
MIN.
2' - 0"
GRAB BAR
3' - 0" MIN.
13-1/2" MIN.
PROJECTION FROM
WALL (CBC 11B-605.2)
36" MIN. CLEAR
WHERE WALLS OR
PROJECTIONS
EXTEND MORE THAN
24" FROM FRONT OF
CLEAR SPACE
ALCOVE
18" MIN.
4" MAX.
END DOOR
32
"
M
I
N
.
C
L
R
36
"
M
I
N
.
6'
-
6
"
M
I
N
.
C
L
R
@ END DOOR
48" MIN. CLR
WALL-MOUNTED TOILET
56" MIN (INWARD SWING DOOR)
FEMININE NAPKIN
VENDOR
TO
C
O
I
N
S
L
O
T
O
R
OP
E
R
A
B
L
E
P
A
R
T
S
TOILET ROOM ACCESSORY MOUNTING HEIGHTS
PAPER TOWEL
DISPENSER & WASTE
SECTION -
FULLY RECESSED
ELEVATION SECTION -
SEMI-RECESSED
4"MAX.
3'
-
4
"
P.T.
DISP.
TOILET PARTITION OR WALL,
SEE PLANS FOR LAYOUTS
PARTITION OR WALL-MOUNTED
RECESSED DUAL-ROLL TISSUE
DISPENSER (& FEMININE NAPKIN
DISPOSAL IN WOMEN'S RESTROOMS)
1-1/2" DIA. GRAB BAR,
SEE DET. 5/GEN-3
FIN. FLOOR 1'
-
0
"
5'
-
0
"
33
"
-
3
6
"
2'
-
4
"
TOILET TISSUE DISPENSER
LOCATED WITHIN 7" - 9" OF THE
FRONT EDGE OF THE TOILET
SEAT
FACE OF WALL
1-
1
/
2
"
M
I
N
.
TOILET COMPARTMENT ACCESSORIES
INDIVIDUAL ITEMS
7" - 9"
36" MAX.
19
"
M
I
N
.
1'
-
0
"
60" MAX. AFF
58
"
M
I
N
.
A
F
F
DOOR & WALL-MOUNTED
SIGNAGE, SEE SHEET GEN-4
MIRROR SIZE PER
PLAN & SPECS
DOOR SIGNAGE
MIRROR
3'
-
4
"
FEMININE NAPKIN
VENDOR
3'
-
4
"
TO
C
O
I
N
S
L
O
T
O
R
OP
E
R
A
B
L
E
P
A
R
T
S
TO
B
O
T
T
O
M
O
F
RE
F
L
E
C
T
I
N
G
S
U
R
F
A
C
E
(C
B
C
1
1
B
6
0
3
.
3
)
MA
X
.
1' - 3"1' - 3"
30" WIDE MIN. CLEAR
SPACE CENTERED ON
LOW FOUNTAIN
CL
INSIDE SWING
36" MIN. CLR.
SMOOTH SURFACE
@ KNEE PLATE
38
"
M
I
N
.
A
.
F
.
F
.
43
"
M
A
X
.
A
.
F
.
F
.
38
"
M
I
N
.
A
.
F
.
F
.
43
"
M
A
X
.
A
.
F
.
F
.
SEE 6/GEN-3
FOR ACCESSIBLE
DRINKING FOUNTAIN
TO
O
P
E
R
A
B
L
E
P
A
R
T
48
"
M
A
X
.
BABY CHANGING
STATION
(CBC 11B-226.4)
4" MAX.
34
"
M
A
X
.
BABY
CHANGING
STATION IN
OPEN
POSITIONHANDLE BOTH
SIDE OF UNIT
15" MIN.
TO
B
A
S
EL
I
N
E
O
F
B
R
A
I
LL
E
48
"
M
I
N
.
A
F
F
45°
18
"
M
I
N
18" MIN
CL
CENTERED ON
TACTILE
CHARACTERS
LOCATION OF TACTILE SIGNS AT DOORS.
FIGURE 11B-703.4.2
CL
R
.
1
1
/
2
"
M
I
N
.
CL
R
.
1
1
/
2
"
M
I
N
.
5
GEN-3
TO
B
A
S
E
L
I
N
E
O
F
R
A
I
S
E
D
T
E
X
T
60
"
M
A
X
.
A
F
F
SIGNAGE HEIGHT
ABOVE FINISH FLOOR
PER CBC 11B-703.4.1
TY
P
I
C
A
L
L
A
N
D
I
N
G
5'
-
0
"
4' -
0
"
44
"
@
D
O
O
R
S
W
I
T
H
O
U
T
CL
O
S
E
R
&
L
A
T
C
H
48
"
@
D
O
O
R
S
W
I
T
H
CL
O
S
E
R
&
L
A
T
C
H
4' - 0"
MIN. CLR
2' - 10"
CLOSERS & LATCH
12" MIN. CLR AT DOORS W/
LEVEL LANDING AT BOTH SIDES OF
DOOR (@ EXTERIOR - 2% MAX SLOPE
ALLOWED IN EITHER DIRECTION) -
CLEARANCES PER CBC FIGURE
11B-404.2.4.1
24" MIN. CLR @ EXTERIOR DOORS
18" MIN. CLR @ INTERIOR DOORS
X"
<
8
"
X"
<
8
"
1' - 6"A. 20" TO 25"
A. 48" CLR MIN.
B. 36" CLR MIN.
B. 24" MAX.AISLE WIDTH
3' -
0
1
1
/
1
6
"
A. 44" MAX.
B. 46" MAX.
B. SIDE APPROACH OF ACCESSIBLE COUNTER HT.
REACH OVER OBSTRUCTION
TYP. WALL MOUNT DIMENSION
ELEVATION
3'
-
6
"
U
.
N
.
O
.
8" MIN.
ELEC.
SWITCH
T-STAT
TELE/CRT
POWER
1' - 0" MAX.
AND AREA SEPARATIONS
2' - 0" AT PARTY WALLS
OUTLETS SECTION
HORIZONTAL METAL
STRAP BETWEEN
STUDS
1' - 0" MAX.
TELE/DATA/POWER
J-BOXES4' - 0"
A. FORWARD APPROACH (KNEE TOE SPACE COMPLY
WITH CBC 11B-306.2 AND 11B.306.3 SIDE UNDER
COUNTER)
MIN.
1'
-
3
"
44
"
M
A
X
.
>20"-25" MAX.
48
"
M
A
X
.
20" MAX.
FIGURE 11B-308.2.2
OBSTRUCED HIGH FORWARD REACH
FO
R
W
A
R
D
R
E
A
C
H
48
"
M
A
X
.
WALL TYPE PER PLAN
NOTE: THE GRAB BAR SHALL BE CAPABLE OF
WITHSTANDING A SHEAR FORCE OF 250# WITHOUT
BENDING OR PULLING OUT OF THE WALL
1 1/2" Ø
1 1/2"
PROVIDE 4x BLOCKING ENTIRE
LENGTH OF GRAB BAR, SEE DET.
x/S-x.x FOR BLK'G DETAIL
5/8" TYPE 'X' GYP. BD.
(3) #14 SMS PER PLATE.
PROVIDE 5/16" METAL SLEEVE
SPACER AT FASTENERS
MEASUREMENT RANGE MINIMUM IN INCHES
MAXIMUM IN INCHES
DOT BASE DIAMETER 0.059 (1.5 MM)
TO
0.063 (1.6 MM)
DISTANCE BETWEEN TWO DOTS IN THE SAME CELL
DISTANCE BETWEEN CORRESPONDING
DOTS IN ADJACENT CELLS
DOT HEIGHT
DISTANCE BETWEEN CORRESPONDING DOTS
FROM ONE CELL DIRECTLY BELOW
1. MEASURED CENTER TO CENTER.
0.100 (2.5 MM)
0.300 (7.6 MM)
0.025 (0.6 MM)
TO
0.037 (0.9 MM)
0.395 (10 MM)
TO
0.400 (10.2 MM)
TABLE 11B-703.3.1
BRAILLE DIMENSIONS
"HI-LOW" DRINKING FOUNTAIN
NOTES:
A. LOCATED IN AN ALCOVE NOT LESS THAN 32" WIDE X 18" DEEP.
B. 18" MIN. DEPTH OF THE FOUNTAIN. 24" MAX OR COMPLY WITH CBC 11B.305.7.1
C. CLEAR AND UNOBSTRUCTED KNEE SPACE A MINIMUM OF 27" HIGH BY 8" DEEP UNDER
THE FOUNTAIN (MEASURED FROM EDGE).
D. TOE CLEARANCE A MINIMUM OF 9" HIGH BY 17" DEEP.
E. LEVER OF PUSH BAR TYPE CONTROL IS LOCATED 6" MAXIMUM FROM FRONT EDGE.
F. BUBBLER QUIET IS LOCATED 5" MAXIMUM FROM FRONT EDGE.
G. BUBBLER QUIET IS LOCATED 36" MAXIMUM HEIGHT FROM FLOOR.
H. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY RELATIVE
TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 3" OF THE
FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30° MAX. WHERE
SPOUTS ARE LOCATED BETWEEN 3" AND 5" MAX. FROM THE FRONT OF THE UNIT, THEN
ANGLE OF THE WATER STREAM SHALL BE 15° MAX.
I. STREAM FROM BUBBLER IS A MINIMUM OF 4" HIGH.
J. THE FORCE TO ACTIVATE CONTROLS DOES NOT EXCEED 5 LDF.
K. SEE ADDITIONAL NOTES ON DETAIL 1/GEN-3.
SPOUT HEIGHT AND KNEE
CLEARANCE FOR ADULTS
9"
M
I
N
27
"
M
I
N
.
SP
O
U
T
H
T
.
36
"
M
A
X
.
27
"
M
I
N
.
FIN. FLR.
36" IF WING WALL DEPTH IS > 24"
32" MIN. CLR.
H/C D.F.
48
"
C
L
R
.
FOUNTAIN MOUNTED
AT STANDARD HEIGHT
WATER FOUNTAIN ACTIVATION
ON FRONT OF FIXTURE
ACCESSIBLE FOUNTAIN
FOUNTAIN IN ALCOVE,
SEE PLAN
5"
MA
X
.
T
Y
P
.
30" X 48" CLR
8" MIN.
18" MIN.
6" MAX.
36
"
M
A
X
.
FOUNTAIN IN ALCOVE,
SEE PLAN
1 : 1 1COMMON AREA ACCESSIBILITY NOTES
3/8" = 1'-0"2TOILET ROOM ACCESSORY & PLUMBING FIXTURE HEIGHTS
3/8" = 1'-0"3DOOR LANDINGS
3/8" = 1'-0"4REACH RANGES AND MOUNTING HEIGHTS
3" = 1'-0"5GRAB BARS
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
GEN-3
ACCCESSIBILITY
COMPLIANCE
CRITERIA
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
BRAILLE DIMENSIONS
3/8" = 1'-0"6ACCESSIBLE DRINKING FOUNTAIN
DESCRIPTION DATE
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
232
60" MAX. AFF
58
"
M
I
N
.
A
F
F
F.F.
NOTE:
1. AT ALL DOUBLE DOORS, LOCATE
SIGNAGE ADJACENT TO JAMB OF
INACTIVE LEAF OF DOOR PAIR. PROVIDE
90 DEGREE INHIBITOR TYPE CLOSER ON
INACTIVE DOOR.
2. SEE DOOR SCHEDULES FOR TYPE OF
DOOR SIGNAGE AT ALL DOORS.
3. SEE REQUIRED ROOM SIGNAGE
DETAILS FOR REQUIRED HEIGHT.
RESTROOM SYMBOL @ ALL
RESTROOM DOORS, SEE DETAIL
CL
CL
REQUIRED ROOM OR ACCESSIBLE ENTRY
SIGNAGE PER DETAILS
9"
EQ EQ
CL
SEE PLANS AND DOOR SCHEDULES FOR
SIGNAGE TYPE AT EACH DOOR
2
GEN-4
3
GEN-4
5
GEN-4
6
GEN-4
7
GEN-4
8
GEN-4
12
GEN-4
1'
-
0
"
D
I
A
.
6"CLEAR ACRYLIC PLASTIC
OPAQUE COLORED ACRYLIC
PLASTIC BACKING
GRAPHIC PAINTED ON INTERIOR
FACE OF CLEAR PLASTIC
BACKGROUND COLOR SHALL CONTRAST
70% WITH DOOR COLOR. WHEN ISA IS USED,
COLOR TO BE BLUE IN COLOR EQUAL TO FS
15090 PER FEDERAL STD. 595C
INTERNATIONAL SYMBOL OF ACCESSIBILITY
(ISA) AT ALL RESTROOMS, WHITE IN COLOR
WOMEN
NOTE:
ATTACH SIGNS USING THREE FLATHEAD VANDAL
RESISTANT COUNTERSUNK SCREWS AND ADHESIVE.
SIGNS SHALL BE CENTERED ON THE DOOR AND MOUNTED
BEING A 4'-10" MINIMUM AND A 5'-0" MAXIMUM ABOVE
FINISH FLOOR LINE TO CENTER OF SIGN.
1/4"
1/4" OVERALL THIKNESS
GEOMETRIC DOOR SYMBOL SHALL HAVE
NO SHARP EDGES. 1/16" RADIUSED EDGE.
AS PER 11B-703.7.2.6.4
6"
1/4"
CLEAR ACRYLIC PLASTIC
OPAQUE COLORED ACRYLIC
PLASTIC BACKING
GRAPHIC PAINTED ON INTERIOR
FACE OF CLEAR PLASTIC
11 9/16"
12" EA. SIDE
RADIUS CORNER, 1/16 R.TYP.
BACKGROUND COLOR SHALL CONTRAST
70% WITH DOOR COLOR. WHEN ISA IS USED,
COLOR TO BE BLUE IN COLOR EQUAL TO FS
15090 PER FEDERAL STD. 595C
INTERNATIONAL SYMBOL OF ACCESSIBILITY
(ISA) AT ALL RESTROOMS, WHITE IN COLOR
MENS
NOTE:
ATTACH SIGNS USING THREE FLATHEAD VANDAL
RESISTANT COUNTERSUNK SCREWS AND ADHESIVE.
SIGNS SHALL BE CENTERED ON THE DOOR AND
MOUNTED BEING A 4'-10" MINIMUM AND A 5'-0" MAXIMUM
ABOVE FINISH FLOOR LINE TO CENTER OF SIGN.
1/4" OVERALL THICKNESS
GEOMETRIC DOOR SYMBOL TRIANGLE
SHALL HAVE NO SHARP CORNERS.
1/8"-1/4" RADIUSED VERTICES. AS PER
11B-703.7.2.6.4
5
1
1
/
1
6
"
1/4"1/4"
CLEAR ACRYLIC PLASTIC
OPAQUE COLORED ACRYLIC
PLASTIC BACKING
GRAPHIC PAINTED ON INTERIOR
FACE OF CLEAR PLASTIC
RADIUS CORNER, 1/16" R. TYP. AS
PER 11B-703.7.2.6.4
BACKGROUND COLOR SHALL CONTRAST
70% WITH DOOR COLOR.
WHITE DOORS ARE DARK STAINED.
COLOR OF CIRCLE SHALL BE WHITE TO CONTRAST
WITH BOTH THE TRIANGLE COLOR AND THE DOOR
COLOR
INTERNATIONAL SYMBOL OF ACCESSIBILITY
(ISA) AT ALL RESTROOMS, WHITE IN COLOR
PER 11B-703.7.2.1 CBC 2016GENDER NEUTRAL
NOTE:
ATTACH SIGNS USING THREE FLATHEAD VANDAL
RESISTANT COUNTERSUNK SCREWS AND ADHESIVE.
SIGNS SHALL BE CENTERED ON THE DOOR AND
MOUNTED BEING A 4'-10" MINIMUM AND A 5'-0" MAXIMUM
ABOVE FINISH FLOOR LINE TO CENTER OF SIGN.
11 3
1
/
3
2
"
12
"
D
I
A
.
1/4" THICK TRIANGLE MOUNTED
ON 1/4" THICK CIRCLE
TRIANGLE TO BE BLUE. THE COLOR BLUE
EQUAL TO FS 150990 IN FEDERAL
STANDARD 595C.
GEOMETRIC DOOR SYMBOL TRIANGLE
SHALL HAVE NO SHARP CORNERS. 1/8" - 1/4"
RADIUSED VERTICES AS PER 11B-703.7.2.4
CHARACTER PROPORTIONS STROKE PROPORTION
CALIFORNIA CONTRACTED GRADE 2 BRAILLE SHALL
BE USED WHEREVER BRAILLE IS REQUIRED.
INDIVIDUAL BRAILLE DOTS SHALL EACH BE DISTINCT
AND SEPARATE. EACH DOT SHALL BE ROUNDED OR
DOMED IN LIEU OF SQUARE SIDED AND FLAT
TOPPED. PER CBC TABLE 11B-703.3.1, DOT BASE
DIAMETER SHALL BE 0.059" TO 0.063", DISTANCE
BETWEN TWO DOTS IN THE SAME CELL SHALL BE
0.100", DISTANCE BETWEEN CORRESPONDING DOTS
IN ADJACENT CELLS SHALL BE 0.300", DOT HEIGHT
SHAL BE 0.025" TO 0.037", AND DISTANCE BETWEEN
CORRESPONDING DOTS FROM ONCE CELL
DIRECTLY BELOW SHALL BE 0.395" TO 0.400"
WIDTH TO HEIGHT PROPORTION TEMPLATE
BRAILLE SPACING TEMPLATE PER CALIFORNIA BUILDING CODE (CBC)
AND CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 24, PART 2.
RAISED CHARACTERS ON SIGNS SHALL BE
SELECTED FROM FONTS WHERE THE WIDTH
OF THE UPPERCASE LETTER "O" IS 60
PERCENT MINIMUM AND 110 PERCENT
MAXIMUM OF THE HEIGHT OF THE
UPPERCASE LETTER "I".
STROKE THICKNESS OF THE
UPPERCASE LETTER "I" SHALL BE
15% MAXIMUM OF THE HEIGHT OF
THE CHARACTER.
H
110% H - MAX.
60% H - MIN
H
15% H MAX.
5/16"
FIGURE 11B-703.3.1
BRAILLE MEASUREMENT
3/32"
3/3
2
"
13/
3
2
"
1/16
"
DISTANCE BETWEEN
CORRESPONDING DOTS
IN ADJACENT CELLS
DISTANCE
BETWEEN
DOTS IN THE
SAME CELL
DISTANCE
BETWEEN
CORRESPONDING
DOTS FROM ONE
CELL DIRECTLY
BELOW
SINGLE
BRAILLE CELL
BLANK CELL SPACE
BETWEEN WORDS
RAISED DOT
BASE DIAMETER
NO RAISED DOT
DISTANCE BETWEEN
DOTS IN THE SAME CELL
1. MEASURED CENTER TO CENTER.
FOR ADDITIONAL VISUAL CHARACTER REQUIREMENTS SEE 1/G-004
7"
9"
WOMEN
5"
31/
3
2
"
1/2" MAX
3/
8
"
M
I
N
48
"
M
I
N
A
F
F
5" HIGH PICTOGRAM & 1"
HIGH TACTILE LETTER,
WHITE, FONT: AVANT GARDE
(SANS SERIF)
1/4" THICK ACRYLIC SIGN PANEL
(CONSTRUCTION PER SPECS)
WOMEN
BACKGROUND COLOR:
TBD
BRAILLE: CALIFORNIA ROUNDED TOP
CONTRACTED GRADE 2 BRAILLE DOTS
1/
2
"
M
I
N
.
CL
60
"
M
A
X
A
F
F
9
GEN-4NOTE: SEE DETAIL
FOR TACTILE TEXT REQUIREMENTS
7"
9"
MEN
5"
31/3
2
"
1/2" MAX.
3/
8
"
M
I
N
1/
2
"
M
I
N
.
48
"
M
I
N
A
F
F
5" HIGH PICTOGRAM & 1"
HIGH TACTILE LETTER,
WHITE
1/4" THICK ACRYLIC SIGN PANEL
(CONSTRUCTION PER SPECS)
MEN
BACKGROUND COLOR:
TBD
BRAILLE: CALIFORNIA ROUNDED TOP
CONTRACTED GRADE 2 BRAILLE DOTS
CL
60
"
M
A
X
A
F
F
9
GEN-4NOTE: SEE DETAIL
FOR TACTILE TEXT REQUIREMENTS
RESTROOM
9"
1/
2
"
M
I
N
3/
8
"
M
I
N
1/
2
"
M
I
N
.
BRAILLE: CALIFORNIA ROUNDED
TOP CONTRACTED GRADE 2
BRAILLE DOTS
5" HIGH PICTOGRAM & 1" HIGH
TACTILE LETTER, WHITE
1/4" THICK ACRYLIC SIGN PANEL
(CONSTRUCTION PER SPECS)
BACKGROUND COLOR:
TBD
CL
48
"
M
I
N
A
F
F
9"
60
"
M
A
X
A
F
F
9
GEN-4NOTE: SEE DETAIL
FOR TACTILE TEXT REQUIREMENTS
12
"
.
7".
ELEVATOR
R
1"
INTERNATIONAL SYMBOL OF
ACCESSIBILITY W/ WHITE
SYMBOL & GRAPHICS
ARROW DIRECTION AS INDICATED
GRAPHICALLY ON PLAN
1" HIGH TEXT AS INDICATED
ON PLAN
6"
1/
4
"
5
1
/
2
"
1/
4
"
1/4"5 1/2"1/4"
6"
5'
-
0
"
A
.
F
.
F
.
CL
INTERNATIONAL SYMBOL
OF ACCESSIBILITY W/
WHITE SYMBOL GRAPHICS
BACKGROUND COLOR -
BLUE IN COLOR EQUAL TO
15090 PER FEDERAL STD. 595C
1/4" WHITE BORDER
1/2" CORNER RADIUS
NOTE: PROVIDE MECHANICAL
MOUNTING W/ VANDAL RESISTANT
FASTENERES. PROVIDE ADHESIVE
MOUNTING SYSTEM WHEN ATTACHED
TO GLAZING.
EXIT
ROUTE
60
"
M
A
X
.
A
.
F
.
F
.
6"
4 1/2"
TEXT: COLOR
"EXIT ROUTE", 1" HIGH LETTERS RAISED
MIN 1/32" ABOVE BACKGROUND
FONT: AVANT GARDE (SANS SERIF)
R
1/2
"
BRAILLE:
CALIFORNIA ROUNDED TOP
CONTRACTED GRADE 2 BRAILLE DOTS
SEE DTL. 9/-
NON-GLARE BACKGROUND OF 70%
CONTRASTING COLOR TO TEXT -
COLOR TBD
NOTE:
1. PROVIDE MECHANICAL MOUNTING
W/ VANDAL RESISTANT FASTENERES.
PROVIDE ADHESIVE MOUNTING
SYSTEM WHEN ATTACHED TO
GLAZING.
2. SEE DETAIL
FOR TACTILE TEXT REQUIREMENTS
A = RIGHT-HEADED ARROW
B = LEFT-HEADED ARROW
C = UP ARROW
(AS INDICATED ON PLAN)
48
"
M
I
N
.
A
.
F
.
F
.
1/
2
"
M
A
X
3/
8
"
M
I
N
1/
2
"
M
A
X
3/
8
"
M
I
N
9
GEN-4
45
%
S
U
B
.
LI
N
E
S
P
A
C
I
N
G
WHERE ATTACHED TO
GLAZING PROVIDE
BLANK SIGN PANEL ON
OPPOSITE SIDE OF
GLASS TO CONCEAL
VIEW OF ADHESIVE
EXIT1/
2
"
M
A
X
3/
8
"
M
I
N
60
"
M
A
X
.
A
.
F
.
F
.
6"
4 1/2"
TEXT:
"EXIT", 1" HIGH LETTERS RAISED MIN 1/32"
ABOVE BACKGROUND
FONT: AVANT GARDE (SANS SERIF)
R
1/2
"
BRAILLE:
CALIFORNIA ROUNDED TOP
CONTRACTED GRADE 2 BRAILLE DOTS
SEE DTL. 9/-
NON-GLARE BACKGROUND OF 70%
CONTRASTING COLOR TO TEXT -
COLOR TO BE SELECTED FROM
MANUFACTURER'S STANDARD
NOTE:
1. PROVIDE MECHANICAL MOUNTING
W/ VANDAL RESISTANT FASTENERES.
PROVIDE ADHESIVE MOUNTING
SYSTEM WHEN ATTACHED TO
GLAZING.
2. SEE DETAIL
FOR TACTILE TEXT REQUIREMENTS
48
"
M
I
N
.
A
.
F
.
F
.
MI
N
.
1/
2
"
9
GEN-4
WHERE ATTACHED TO
GLAZING PROVIDE
BLANK SIGN PANEL ON
OPPOSITE SIDE OF
GLASS TO CONCEAL
VIEW OF ADHESIVE
4"
8"
MAXIMUM
OCCUPANCY
XXX
1/4" THICK LAMINATED ACRYLIC
SIGN, CONSTRUCTION PER SPECS
TEXT: "MAXIMUM OCCUPANCY", 7/8"
HIGH LETTERING, NUMBER IN 1"
HIGH NUMERALS
FONT: AVANT GARDE (SANS SERIF)
70
"
M
A
X
A
F
F
40
"
M
I
N
A
F
F
NO SMOKING
1/
4
"
8
1
/
2
"
1/
4
"
9"
1/4"5 1/2"1/4"
6"
4
1
/
2
"
BRAILLE FONT:
CALIFORNIA ROUND TOP
CONTRACTED GRADE 2 BRAILLE
DOTS
TEXT: "NO SMOKING"
5/8" HIGH LETTERS,
FONT: AVANT GARDE (SANS SERIF)
NO-SMOKING SYMBOL
MI
N
.
3/
8
"
48
"
A
F
F
M
I
N
1/
2
M
A
X
3/
8
"
M
I
N
WHERE ATTACHED
TO GLAZING
PROVIDE BLANK
SIGN PANEL ON
OPPOSITE SIDE OF
GLASS TO
CONCEAL VIEW OF
ADHESIVE
NAME
1/4"VARIES 1/4"
1/
4
"
4
1
/
2
"
1/
4
"
5"
60
"
M
A
X
.
A
.
F
.
F
.
BRAILLE FONT:
CALIFORNIA ROUND TOP
CONTRACTED GRADE 2 BRAILLE
DOTS 1/10" O.C., 2/10" BETWEEN
CELLS, RAISED MIN. 1/40" ABOVE
BACKGROUND.
ROOM NAME AND NUMBER TEXT:
1" HIGH LETTERS, RAISED MIN 1/32"
ABOVE BACKGROUND; FONT: AVANT
GARDE (SANS SERIF, UPPER CASE),
WHITE
CENTER TEXT & BRAILLE ON SIGN
NOTE:
1. PROVIDE MECHANICAL
MOUNTING W/ VANDAL RESISTANT
FASTENERS. PROVIDE ADHESIVE
MOUNTING SYSTEM WHEN
ATTACHED TO GLAZING. WHERE
ATTACHED TO GLAZING PROVIDE
BLANK SIGN PANEL ON OPPOSITE
SIDE OF GLASS TO CONCEAL VIEW
OF ADHESIVE
2. PRIMARY ENTRANCES TO
RECEIVE ROOM IDENTIFICATION
SIGN, SECONDARY ENTRANCES TO
HAVE ROOM NUMBER U.N.O.,
REFER ACCESSIBILITY PLAN AND
DOOR SCHEDULE
3. SEE DETAIL 9/-
FOR TACTILE TEXT REQUIREMENTS
1"
MI
N
.
1/
2
"
#1"
1/
2
"
M
A
X
3/
8
"
M
I
N
BACKGROUND COLOR
TBD
48
"
M
I
N
.
A
.
F
.
F
.
FIRE SPRINKLER
RISER ROOM
6"
1' - 0"
1/4" THICK LAMINATED ACRYLIC
SIGN, BACKGROUND COLOR: RED
1" HIGH WHITE LETTERING,
FONT: AVANT GARDE (SANS SERIF)
70
"
M
A
X
A
F
F
40
"
M
I
N
A
F
F
1/4"
RED ACRYLIC
PLASTIC
WHITE VINYL
(1ST SURFACE)
RADIUS CORNER,
TYP.
FIRE ALARM
1'
-
3
3
/
4
"
2' - 2 1/4"
3
7
/
8
"
2"
1"
2"
1"
2"
3
7
/
8
"
CONTROL
INSIDE
TYP.
R 1/2"
60
"
M
A
X
.
A
.
F
.
F
.
48
"
M
I
N
.
A
.
F
.
F
.
GRADE
NOTE: BACKGROUND COLOR TO BE RED
VINYL LETTERING TO BE WHITE
TBD
6"
8
1
/
2
"
60
"
M
A
X
.
A
.
F
.
F
.
BRAILLE FONT:
CALIFORNIA ROUND TOP
CONTRACTED GRADE 2 BRAILLE
DOTS 1/10" O.C., 2/10" BETWEEN
CELLS, RAISED MIN. 1/40" ABOVE
BACKGROUND. SEE 9/-
ROOM NUMBER TEXT:
1" HIGH LETTERS, RAISED MIN 1/32"
ABOVE BACKGROUND; FONT: AVANT
GARDE (SANS SERIF, UPPER CASE),
WHITE
CENTER TEXT & BRAILLE ON SIGN
NOTE:
1. PROVIDE MECHANICAL MOUNTING
W/ VANDAL RESISTANT FASTENERS.
PROVIDE ADHESIVE MOUNTING
SYSTEM WHEN ATTACHED TO
GLAZING. WHERE ATTACHED TO
GLAZING PROVIDE BLANK SIGN PANEL
ON OPPOSITE SIDE OF GLASS TO
CONCEAL VIEW OF ADHESIVE.
2. PRIMARY ENTRANCES TO RECEIVE
ROOM IDENTIFICATION SIGN,
SECONDARY ENTRANCES TO HAVE
ROOM NUMBER U.N.O., REFER
ACCESSIBILITY PLAN AND DOOR
SCHEDULE
3. SEE DETAIL 5/-
FOR TACTILE TEXT REQUIREMENTS
MI
N
.
1/
2
"
1211"
1/
2
"
M
A
X
3/
8
"
M
I
N
BACKGROUND COLOR, TBD
48
"
M
I
N
.
A
.
F
.
F
.
3"3"
4 1/2"
2
3
/
4
"
3/
4
"
PANTONE , COLOR TBD
COLOR, TBD
A.
F
.
F
.
5'
-
0
"
(
N
T
S
)
1
4 1/2"
2
1
/
4
"
2
1
/
4
"
CL
TEXT: 2" HIGH WHITE LETTERS
RAISE 1/32" MIN. ABOVE
BACKGROUND
FONT: SANS SERIF
R
1
/
2
"PROVIDE STAR AT 1ST FLOOR
ONLY (RAISED 1/32"), WHITE IN
COLOR - ALL STAR POINTS
SHALL BE OF EQUAL LENGTH,
AND STAR SHALL BE SAME
HEIGHT AS FLOOR NUMBER (CBC
11B-504.8)
1/4" THICK NON-GLARE ACRYLIC
SIGN PANEL. BACKGROUND
COLOR: TBD
BRAILLE:
CALIFORNIA CONTRACTED
GRADE 2 BRAILLE DOTS 1/10"
O.C., 2/10" BETWEEN CELLS,
RAISE MIN. 1/40" ABOVE
BACKGROUND. BRAILLE DOTS
SHALL BE DOMED OR
ROUNDED.
3/
8
"
NOTE: PROVIDE MECHANICAL MOUNTING
W/ VANDAL RESISTANT FASTENERES.
PROVIDE ADHESIVE MOUNTING SYSTEM
WHEN ATTACHED TO GLAZING.
SIGNS TO BE CENTERED ON AN 18" X 18"
CLEAR FLOOR SPACE.
2
4 1/2"
2
1
/
4
"
2
1
/
4
"
CL
R
1
/
2
"
3/
8
"
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
GEN-4
PROJECT
SIGNAGE
COMPLIANCE
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
1/2" = 1'-0"1TYPICAL RESTROOM DOOR SIGNAGE
1 1/2" = 1'-0"2TOILET ROOM DOOR SIGNAGE -WOMEN
1 1/2" = 1'-0"3TOILET ROOM DOOR SIGNAGE -MEN
1 1/2" = 1'-0"5TOILET ROOM DOOR SIGNAGE -G/N1 : 1 9TACTILE SIGNAGE TEMPLATES, TYPICAL
3" = 1'-0"6RESTROOM SIGN -WOMEN
3" = 1'-0"7RESTROOM SIGN -MENS
3" = 1'-0"8RESTROOM SIGN -G/N
1 1/2" = 1'-0"10DIRECTIONAL ACCESS SIGN
3" = 1'-0"11ACCESSIBLE ENTRY SIGN
3" = 1'-0"13TACTILE EXIT ROUTE SIGN
3" = 1'-0"14TACTILE EXIT SIGN
3" = 1'-0"17OCCUPANT LOAD SIGN
3" = 1'-0"18NO SMOKING SIGNAGE
3" = 1'-0"12ROOM DESIGNATION SIGN
3" = 1'-0"15FIRE SPRINKLER ROOM SIGN
1 1/2" = 1'-0"16DOOR SIGNAGE -FAVP3" = 1'-0"20ROOM DESIGNATION SIGN 3" = 1'-0"4TACTILE FLOOR ID SIGN
DESCRIPTION DATE
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
233
A A
A
V A
S1
S1
S1
S2
S5
85
2
s
.
f
.
PROPERTY LINE
CURB
SCIENCE DRIVE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
EASEMENT
BOUNDARY
generator
S6
S6S6
S11
EX
I
S
T
I
N
G
I
N
D
U
S
T
R
I
A
L
/
O
F
F
I
C
E
BU
I
L
D
I
N
G
,
A
D
J
A
C
E
N
T
EX
I
S
T
I
N
G
I
N
D
U
S
T
R
I
A
L
/
CO
M
M
E
R
C
I
A
L
B
U
I
L
D
I
N
G
,
AD
J
A
C
E
N
T
8' EASEMENT SCE
12' EASEMENT SANITARY SEWER
SCE EASEMENT
PROPOSED CITY HALL TENANT IMPROVEMENT
2 STORY
B AND A-3 OCCUPANCY
22,464 S.F.
(E) CHAIN LINK FENCE TO REMAIN
S8
18
9
.
0
3
'
293.19'
19
6
.
3
0
'
284.5'
4 m.c.
parking
8 compact
parking
S1
S3
S1
S9 A1.2
13
A1.2
7
A1.2
7
A1.2
6
A1.2
6
S4
A1.2
6
A1.1
3
/----
S12
S12
S12
S12
S12
A1.2
12
5'
-
6
"
S13
6' - 1"
NOTE:
SEE CIVIL DRAWINGS FOR MORE
INFOMATION OF SITE DEMOLITION AND
UTILITY PLANS
V.I.F
10' - 0"
AL
I
G
N
32' - 6"
2'
-
0
"
R
3
0
'
-
0
"
AL
I
G
N
2'
-
2
"
12' - 2"12' - 2"
EQ EQ
1'
-
6
"
S1
S2 EMERGENCY GENERATOR WITH 6'-0" TALL MASONRY FENCE AND STEEL GATE.
REFER TO ELECTRICAL PLAN FOR MORE INFORMATION.
S3 EXPAND TRASH ENCLOSURE WITH 6'-0" TALL CMU WALLS, WITH LATH AND 2
COAT PLASTER FINSH, AND STEEL GATES
S4 APPLY LATH AND 2 COAT PLASTER TO EXISTING CONCRETE
WALLS, MATCH PLASTER FINISH OF NEW WALLS.
S5 MONUMENT SIGN UNDER SEPARATE CONTRACT.
CONCRETE FLATWORK PAVING. INCL. CURB RAMPS FOR ACCESS
COMPLIANCE. REFER TO CIVIL
S6 (E) ASPHALT PAVING, PROVIDE SLURRY SEAL AND RESTRIPE AS ADD ALTERNATIVES,
REFER TO CIVIL.
S7 (E) EDISON VAULT REFER TO CIVIL
S8 (E) MANHOLE REFER TO CIVIL
S9 (E) CONC. PAVING TO REMAIN.
S10 NOT USED
S11 (2) 20' TALL FLAG POLES AND (1) 30' TALL FLAGPOLE, SEE LANDSCAPE
DRAWINGS FOR MORE INFOMATION
S12 WAYFINDING SIGN PER DETAIL 5/-
S13 (E) PLANTER TO REMAIN
LANDSCAPE AREA
NEW OR REPLACED CONCRETE PAVING
EXISTING CONCRETE PAVING
ASPHALT PAVING
(E) POLE TOP LIGHT FIXTURE. (N) LED LUMINAIRE.
SEE ELECTRICAL
(E) FIRE HYDRANT
(E) V.I.F.
10' - 0"
16
'
-
0
"
7' - 0 1/4"
RE
F
E
R
T
O
E
L
E
C
T
R
I
C
A
L
4'
-
6
"
REFER TO ELECTRICAL
17' - 6"
29' - 4"
(E
)
V
.
I
.
F
.
7'
-
6
"
A61.5
3
EXISTING
2
A61.5
2' - 0"2' - 0"
3' - 5 1/4"
2'
-
0
"
3'
-
0
1
/
4
"
2'
-
0
"
36
"
M
I
N
.
C
L
R
3' - 1 1/2"
EMERGENCY GENERATOR
+6"
HOUSE-KEEPING PAD
A61.5
8
PANIC
HARDWARE
REQ.
CMU WALL WITH
PAINT EXTERIOR
SIDE
CMU WALL WITH PAINT
EXTERIOR SIDE, SEE
16/S-1.1 FOR MORE INFO.
24' - 0"
4' - 8"
A61.5
8
A61.5
8
7'
-
6
3
/
8
"
4 ' - 4 "
2' - 2"
4' - 8 1/4"9' - 0"
PANIC
HARDWARE
REQ.
A61.5
8
6" X 6" CONCRETE CURB
AT PERIMETER
YG1
YG2
YG3
YG4
A61.5
17Sim
A61.5
15Sim
A61.5
15Sim
A61.5
15Sim
SITE
ASSESSOR'S PARCEL NUMBER: 512-0-240-115
SITE AREA:56,010 S.F. (1.29 ACRES)
BUILDING AREA
GROUND LEVEL 11,232 S.F.
SECOND LEVEL 11,232 S.F.
TOTAL AREA 22,464 S.F.
PARKING PROVIDED
68 STANDARD STALLS
8 COMPACT STALLS
4 MOTORCYCLE
4 ACCESSIBLE
4 ACC. PARKING, 1 OF WHICH SHALL BE VAN
TYPE
LOT
BUILDING
BUILDING FOOTPRINT
PARKING
MISC. PAVED
TOTAL IMPERVIOUS
S.F.
56,010
22,464
11,232
30,723
2,664
44,619
ACRES
1.29
1.02
% OF LOT
100%
40%
20%
55%
5%
80%
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
A1.1
SITE PLAN &
DETAILS
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
1/16" = 1'-0"1SITE -IMPROVEMENT PLAN
SITE PLAN IMPROVEMENT NOTES
SITE LEGEND
1/4" = 1'-0"3EMERGENCY GENERATOR & TRASH ENCLOSURE
DESCRIPTION DATE
SITE DATA
PARKING
3/1000 S.F. REQUIRED: 68 STALLS REQUIRED, 68 STALLS PROVIDED FOR
BUSINESS HOURS.
1,116 S.F. FOR COUNCIL ASSEMLY ALLOWS 4 CARS FOR COUNCIL
ASSEMBLY PARKING DURING BUSINESS HOURS.
COUNCIL ASSEMBLY FULL OCCUPANCY AT 1 PARKING SPOT PER 1.5
OCCUPANTS THEREFORE 63 PARKING STALLS.
ASSEMBLY OCCUPANCY SHALL BE LIMITED DURING BUSINESS HOURS.
OFFICE OCCUPANCY SHALL BE LIMITED DURING ASSEMBLY EVENTS.
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
234
1. GENERAL:
RAMPS, STAIRWAYS, ENTRANCES/DOORWAYS, PUBLIC/COMMON AREAS, ELEVATORS/LIFTS,
DOORS/HARDWARE, FINISHES, SIGNAGE AND INTERIORS:
(REFER TO INTERIOR ACCESSIBILITY NOTES ELSEWHERE IN THESE DRAWINGS)
2. SITE DEVELOPMENT:
A. GRADE AND DEVELOP SITE SUCH THAT ALL PRIMARY BUILDING ENTRANCES ARE ACCESSIBLE
FROM ACCESSIBLE PARKING PROVIDED.
B. NOT USED
C. IF AN ACCESSIBLE ROUTE HAS A CHANGE IN LEVEL GREATER THAN 1/2", THEN A CURB RAMP,
RAMP, ELEVATOR, OR PLATFORM LIFT SHALL BE PROVIDED.
E. ALL WALKS, HALLS, CORRIDORS, AISLES, AND OTHER SPACES THAT ARE PART OF AN
ACCESSIBLE ROUTE SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 48 INCHES AND A MINIMUM
CLEAR HEIGHT OF 80 INCHES.
3. PARKING:
A. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES SHALL NOT EXCEED 1/4-INCH PER FOOT
IN ANY DIRECTION.
B. NOT USED
C. ONE IN EVERY 6 ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE SERVED BY AN
ACCESS AISLE 96 INCHES WIDE MINIMUM AND SHALL BE DESIGNATED VAN ACCESSIBLE WITH A
SIGN AS DETAILED ON THIS SHEET STATING "VAN ACCESSIBLE" MOUNTED BELOW THE SYMBOL
OF ACCESSIBILITY. (CBC11B.208.2.4.)
D. EACH ACCESSIBLE PARKING SPACE SHALL BE IDENTIFIED BY A SIGN AS DETAILED ON THIS
SHEET WITH "PARKING ONLY" WRITTEN BELOW THE SYMBOL OF ACCESSIBILITY.
E. A SIGN SHALL ALSO BE POSTED IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO OFF-
STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL.
THE SIGN SHALL BE NOT LESS THAN 17 BY 22 INCHES IN SIZE WITH LETTERING NOT LESS THAN 1"
IN HEIGHT THAT STATES THE FOLLOWING: "UNAUTHORIZED VEHICLES PARKING IN DESIGNATED
ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES
ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED
VEHICLES MAY BE RECLAIMED AT A "CONFIRM PHONE NUMBER WITH UCI PARKING CONTROL"
AND BE INCLUDED AS PERMANENT FABRICATION OF SIGN.
F. IN ADDITION TO THE ABOVE SIGNAGE REQUIREMENTS, THE SURFACE OF EACH ACCESSIBLE
PARKING STALL SHALL HAVE A SURFACE IDENTIFICATION DUPLICATING THE FOLLOWING
SCHEME: OUTLINE A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON A BLUE
BACKGROUND. THE PROFILE VIEW SHALL BE LOCATED SO THAT IT IS VISIBLE TO A TRAFFIC
OFFICER WHEN A VEHICLE IS PROPERLY PARKED AND SHALL BE 36 INCHES SQUARE.
4. WALKS AND SIDWALKS:
A. WALKS AND SIDWALKS SUBJECT TO THESE REGULATIONS SHALL HAVE A CONTINUOUS
COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ARUPT CHANGES IN LEVEL EXCEEDING
1/2", AND SHALL BE A MINIMUM OF 48 INCHES IN WIDTH.
B. SURFACES WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHALL BE A SLIP-RESISTANT
AS THAT DESCRIBED AS A MEDIUM SALTED FINISH.
C. SURFACES WITH A SLOPE OF 6 PERCENT GRADIENT OR GREATER SHALL BE SLIP-RESISTANT.
D. SURFACE CROSS SLOPE SHALL NOT EXCEED 1/4 INCH PER FOOT.
E. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATINGS WHENEVER
POSSIBLE. GRID OPENINGS IN GRATINGS LOCATED IN THE SURFACE OF THESE AREAS SHALL BE
LIMITED TO 1/2" IN THE DIRECTION OF TRAFFIC FLOW.
F. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2". WHEN
CHANGES DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 EXCEPT
THAT LEVELS NOT EXCEEDING 1/4" MAY BE VERTICAL.
G. WHEN CHANGES IN LEVELS GREATER THAN 1/2" ARE NECESSARY THEY SHALL COMPLY WITH
THE REQUIREMENTS FOR CURB RAMPS.
H. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60" SQUARE AT A DOOR OR
GATE THAT SWINGS TOWARD THE USER, AND NOT LESS THAN 48" WIDE BY 44" AT A DOOR OR
GATE THAT SWINGS AWAY FROM THE USER. 24" MINIMUM STRIKE SIDE CLEARANCE SHALL BE
PROVIDED AT EXTERIOR DOORS & 18" MINIMUM STRIKE SIDE CLEARANCE PROVIDED AT
INTERIOR DOORS.
I. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALKS EXCEEDS 5%, IT MUST
COMPLY WITH THE PROVISIONS FOR PEDESTRIAN RAMPS.
J. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST 5 FEET IN
LENGTH AT INTERVALS NOT EXCEEDING 400 FEET.
NOTES:
1. USE ONLY APPROVED DSA/AC DETECTABLE WARNING PRODUCTS THAT COMPLY WITH CBC
SECTION CBC11B.705.1
2. IF A WALK CROSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT
SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND
THE VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A
CONTINUOUS DETECTABLE WARNING WHICH IS A MINIMUM OF 3'-0" WIDE.
3. DSA WILL PROVISIONALLY ACCEPT A WRITTEN FIVE (5) YEAR PRODUCT WARRANTY PROVIDED
BY THE MANUFACTURER OF DETECTABLE WARNINGS AND DIRECTIONAL SURFACE PRODUCTS AS
EQUIVALENT TO THE EVALUATION AND PRODUCT APPROVAL PROGRAM. SUCH WARRANTY SHALL
INDICATE COMPLIANCE WITH ARCHITECTURAL STANDARDS AS PUBLISHED IN THE CURRENT
EDITION OF THE CALIFORNIA BUILDING STANDARDS CODE, AND ALSO INCLUDE DURABILITY
CRITERIA WHICH INDICATES THAT THE SHAPE, COLOR FASTNESS, CONFIRMATION, SOUND-ON-
CANE ACOUSTIC QUALITY, RESILIENCE AND ATTACHMENT WILL NOT DEGRADE SIGNIFICANTLY
FOR AT LEAST FIVE (5) YEARS AFTER INITIAL INSTALLATION.
4. COLOR. DETECTABLE WARNING SURFACES SHALL BE YELLOW CONFORMING TO FS 33538 OF
FEDERAL STANDARD 595C. CBC 11B-70S.1.1.5.
TYPICAL PLAN
A. PLAN (TYP.)
B. SECTION (TYP.)
0.
9
0
"
-
0
.
9
2
"
0.
4
5
"
-
0
.
4
7
"
AT
T
O
P
3/8
"0.20" HT.
AT
B
A
S
E
TAPERED EDGES
WHERE
EXPOSED
2'
-
0
"
6'
-
8
"
M
I
N
.
2'
-
0
"
3"
TY
P
I
C
A
L
16 GA. GALV. STL. SIGN PAINTED
FED. STD. 595C BLUE INCL. FASTENERS
9 1/2" HIGH ISA SYMBOL AND
2 1/4" HIGH "VAN ACCESSIBLE" AND
"$250 MINIMUM FINE" PAINTED W/
WHITE REFLECTORIZED PAINT
1" R., TYP.
1/2" WIDE BORDER PAINTED W/ WHITE
REFLECTORIZED PAINT
FINISH GRADE OR SLAB, REF. PLAN
2" x 2" GALV. STEEL PIPE POST
12" DIA. CONC. FOOTING
VAN
ACCESSIBLE
1' - 0"
MINIMUM
FINE $250
(E) POST TO REMAIN
(N) SIGNAGE TO BE PROVIDED
2'
-
0
"
6'
-
8
"
M
I
N
.
2'
-
0
"
3"
TY
P
I
C
A
L
16 GA. GALV. STL. SIGN PAINTED
FED. STD. 595C BLUE INCL. FASTENERS
9 1/2" HIGH ISA SYMBOL AND
2 1/4" HIGH "PARKING ONLY" AND
"MINIMUM FINE $250" PAINTED W/
WHITE REFLECTORIZED PAINT
1" R., TYP.
1/2" WIDE BORDER PAINTED W/ WHITE
REFLECTORIZED PAINT
FINISH GRADE OR SLAB, REF. PLAN
2" x 2" GALV. STEEL PIPE POST
12" DIA. CONC. FOOTING
PARKING
ONLY
MINIMUM
FINE $250
(E) POST TO REMAIN
(N) SIGNAGE TO BE PROVIDED
6'-0" LONG PRECAST
CONCRETE WHEEL STOP
(2) #3 BARS
A.C. PAVING OR SLAB,
SEE PLAN
#4 X 24" GALV. BARS
@ 24" O.C., MINIMUM 3
3"
2
1
/
2
"
2 1/2"2 1/2"2 1/2"
7 1/2"
5
1
/
2
"
9' - 0"5' - 0"
MIN.
NO PARKING
3'
-
0
"
3' - 0"18
'
-
0
"
EQ EQ
45.00°
ACCESSIBLE PARKING
SIGNAGE ON POST, SEE
DETAIL
CONCRETE WHEEL STOP,
REF. DETAIL
ISA PARKING SYMBOL,
SEE DETAIL
4" WIDE PAINT STRIPES, TYP.
(BLUE COLOR) EQUAL TO
10590 PER FED. STD 595C
4" WIDE PAINT STRIPES @ 36"
O.C. AT 45 DEGREE ANGLE AT
LOADING ZONE - COLOR TO
CONTRAST W/ GROUND
SURFACE COLOR
"NO PARKING" IN 12 INCH HIGH
WHITE LETTERS AT EACH
ACCESS AREA
8
A1.2
5
A1.2
11
A1.2
NOTE:
1. SLOPE: MAXIMUM SLOPE OF FINISHED SURFACE SHALL NOT EXCEED 2% IN ANY DIRECTION.
2. MARKING: ACCESS AISLES SHALL BE MARKED WITH A BLUE PAINTED BORDERLINE AROUND THEIR
PERIMETER. THE AREA WITHIN THE BLUE BORDERLINES SHALL BE MARKED WITH HATCHED LINES A
MAXIMUM OF 36 INCHES (914 MM) ON CENTER IN A COLOR CONTRASTING WITH THAT OF THE AISLE
SURFACE, PREFERABLY BLUE OR WHITE. THE WORDS "NO PARKING" SHALL BE PAINTED ON THE
SURFACE WITHIN EACH ACCESS AISLE IN WHITE LETTERS A MINIMUM OF 12 INCHES IN HEIGHT AND
LOCATED TO BE VISIBLE FROM THE ADJACENT VEHICULAR WAY.
ACCESS AISLE MARKINGS MAY EXTEND BEYOND THE MINIMUM REQUIRED LENGTH. CBC 11B-502.3.3
BLUE PAINTED
BORDERLINE
SEE NOTE #2
SIGN SHALL MEET THE REQUIREMENTS OF
11B-703.7.2.1
2"
3'
-
0
"
2"
2"3' - 0"2"
WHITE TRAFFIC PAINT
SYMBOL & BORDER
BLUE BACKGROUND COLOR EQUAL
TO 10590 PER FED. STD 595C
ACCESSIBILITY SYMBOL
PER CBC SECTION 11B-502.6.4
3' - 4"
3'
-
4
"
9' - 0"MIN.
NO PARKING
3'
-
0
"
CONCRETE WHEEL STOP,
REF. DETAIL
18
'
-
0
"
ISA PARKING SYMBOL,
SEE DETAIL
EQ EQ
4" WIDE PAINT STRIPES,
TYP. (BLUE IN COLOR)
EQUAL TO 10590 PER FED.
STD 595C
4" WIDE WHITE PAINT STRIPES
@ 36" O.C. AT 45 DEGREE
ANGLE AT LOADING ZONE
VAN ACCESSIBLE PARKING
SIGNAGE ON POST
SEE DETAIL
NOTE:
1. SLOPE: MAXIMUM SLOPE OF FINISHED SURFACE SHALL NOT EXCEED 2% IN ANY DIRECTION.
2. MARKING: ACCESS AISLES SHALL BE MARKED WITH A BLUE PAINTED BORDERLINE AROUND THEIR
PERIMETER. THE AREA WITHIN THE BLUE BORDERLINES SHALL BE MARKED WITH HATCHED LINES A
MAXIMUM OF 36 INCHES (914 MM) ON CENTER IN A COLOR CONTRASTING WITH THAT OF THE AISLE
SURFACE, PREFERABLY BLUE OR WHITE. THE WORDS "NO PARKING" SHALL BE PAINTED ON THE
SURFACE WITHIN EACH ACCESS AISLE IN WHITE LETTERS A MINIMUM OF 12 INCHES IN HEIGHT AND
LOCATED TO BE VISIBLE FROM THE ADJACENT VEHICULAR WAY.
ACCESS AISLE MARKINGS MAY EXTEND BEYOND THE MINIMUM REQUIRED LENGTH. CBC 11B-502.3.33' - 0"45.00°
"NO PARKING" IN 12 INCH
HIGH WHITE LETTERS AT
EACH ACCESS AREA
CONNECTION TO P.O.T.,
SEE SITE PLAN
EQ.
8' - 0"9' - 0"
EQ.
3'
-
0
"
8
A1.2
9
A1.2
11
A1.2
BLUE PAINTED
BORDERLINE
SEE NOTE #2
MIN.
2'
-
0
"
3'
-
0
"
2'
-
0
"
4"
3"
16 GA. GALV. STL. SIGN PAINTED
FED. STD. 595C BLUE, INCL. FASTENERS
1" HIGH WHITE REFLECTORIZED PAINTED
GRAPHICS AS FOLLOWS:
UNAUTHORIZED VEHICLES PARKED IN
DESIGNATED ACCESSIBLE SPACES NOT
DISPLAYING DISTINGUISHING PLACARDS OR
SPECIAL LICENSE PLATES ISSUED FOR
PERSONS WILL DIABILITIES WILL BE TOWED
AWAY AT OWNER'S EXPENSE. TOWED VEHICLES
WILL BE RECLAIMED AT (805) XXX-????
[CONTRACTOR TO CONFIRM CONTACT PHONE
NUMBER WITH OWNER'S PARKING CONTROL
PRIOR TO SIGN FABRICATION]
1" R., TYP.
FINISH GRADE LANDSCAPE OR
HARDSCAPE
REF. PLAN
2" x 2" GALV. STEEL PIPE POST
12" DIA. CONC. FOOTING
1' - 6"
80
"
M
I
N
.
AL
O
N
G
W
A
L
K
S
1/
4
"
1/4"
APPROX. 3/4", EXCEPT APPROX.
1-1/2" ON SLOPING PORTION
OF RAMP.
.
NOTES:
WIDTH OF CURB RAMPS. CURB RAMPS SHALL BE A MINIMUM OF 48 INCHES IN WIDTH.
DIAGONAL CURB RAMPS. IF DIAGONAL CURB RAMPS HAVE RETURNED CURBS OR
OTHER WELL-DEFINED EDGES, SUCH EDGES SHALL BE PARALLEL TO THE DIRECTION
OF PEDESTRIAN FLOW. THE BOTTOM OF DIAGONAL CURB RAMPS SHALL HAVE A 48-
INCH MINIMUM CLEAR SPACE THE 48-INCH CLEAR SPACE SHALL BE WITHIN THE
MARKINGS. IF DIAGONAL CURB RAMPS HAVE FLARED SIDES, THEY SHALL ALSO
HAVE AT LEAST A 24-INCH-IONG SEGMENT OF STRAIGHT CURB LOCATED ON EACH
SIDE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING.
SLOPE OF CURB RAMPS. THE SLOPE OF CURB RAMPS SHALL NOT EXCEED 1 UNIT
VERTICAL TO 12 UNITS HORIZONTAL (8.33-PERCENT SLOPE) AND SHALL LIE,
GENERALLY, IN A SINGLE SLOPED PLANE. TRANSITIONS FROM RAMPS TO WALKS,
GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. MAXIMUM
SLOPES OF ADJOINING GUTTERS, ROAD SUIFACE IMMEDIATELY ADJACENT TO THE
CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1 UNIT VERTICAL TO 20 UNITS
HORIZONTAL (5-PERCENT SLOPE) WITHIN 4 FEET OF THE TOP AND BOTTOM OF THE
CURB RAMP. IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS
THE RAMP, THEN IT SHALL HAVE FLARED SIDES; THE MAXIMUM SLOPE OF THE FLARE
SHALL BE 1 UNIT VERTICAL IN 10 UNITS HORIZONTAL (LO-PERCENT SLOPE). CURB
RAMPS WITH RETURNED CURBS MAY BE USED WHERE PEDESTRIANS WOULD NOT
NORMALLY WALK ACROSS THE RAMP.
LEVEL LANDING. A LEVEL LANDING 48 INCHES DEEP SHALL BE PROVIDED AT THE
UPPER END OF EACH CURB RAMP OVER ITS FULL WIDTH TO PERMIT SAFE EGRESS
FROM THE RAMP SURFACE,
OR THE SLOPE OF THE FANNED OR FLARED SIDES OF THE CURB RAMP, SHALL NOT
EXCEED 1 UNIT VERTICAL TO 12 UNITS HORIZONTAL (8. 33-PERCENT SLOPE).
FINISH. THE SUIFACE OF EACH CURB RAMP AND ITS FLARED SIDES SHALL BE STABLE,
FIRM AND SLIP-RESISTANT AND SHALL BE OF CONTRASTING FINISH FROM THAT OF THE
ADJACENT SIDEWALK.
BORDER. ALL CURB RAMPS SHALL HAVE A GROOVED BORDER 12 INCHES WIDE AT THE
LEVEL SUIFACE OF THE SIDEWALK ALONG THE TOP AND EACH SIDE APPROXIMATELY
3/4 INCH ON CENTER.
COMPLY WITH CBC 11B-406.5.1, 11B-406.5.2 & 11B-406.2.
.
.
APART
2.35"
AP
A
R
T
2.
3
5
"
3' - 0"
5'
-
0
"
2'
-
0
"
3'
-
0
"
1'
-
1
"
4"
3"
16 GA. GALV. STL. SIGN PAINTED
COLOR TBD, INCL. FASTENERS
1/2" R., TYP.
FINISH GRADE LANDSCAPE OR
HARDSCAPE
REF. PLAN
2" x 2" GALV. STEEL PIPE POST
12" DIA. CONC. FOOTING
1' - 6"
80
"
M
I
N
.
AL
O
N
G
W
A
L
K
S
MOORPARK
CITY HALL
PUBLIC
ENTRANCE
NON-GLARE BACKGROUND OF 70%
CONTRASTING COLOR TO TEXT -
TBD
TEXT:
"MOORPARK CITY HALL PUBLIC
ENTRANCE", 1.5" HIGH LETTERS
PAINT TBD
FONT: AVANT GARDE (SANS-
SERIF)
1
1
/
2
"
NOTE:
SIGNAGE TO VERIFY WITH
CITY PRIOR TO START
WORKING ON FOND/ TEXT SIZE
1 : 1 1SITE ACCESSIBILITY NOTES
3" = 1'-0"6DETECTABLE WARNING DOMES
1/2" = 1'-0"9VAN ACCESSIBLE PARKING SIGNAGE 1/2" = 1'-0"5ACCESSIBLE PARKING SIGNAGE
3" = 1'-0"11CONCRETE WHEEL STOP 1/8" = 1'-0"7ACCESSIBLE PARKING STALL
1/2" = 1'-0"8PARKING SYMBOL
1/8" = 1'-0"13MULTIPLE ACCESSIBLE PARKING STALLS
1/2" = 1'-0"12PARKING ENTRY SIGN
3/8" = 1'-0"3GROOVING DETAIL
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
A1.2
SITE &
ACCESSIBILITY
COMPLIANCE
DETAILS
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
DESCRIPTION DATE
1/2" = 1'-0"14ENTRY SIGN
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
235
UP
UP
UP
UP
UP
NEW METAL STUD WALL PER SHEET A61.1
EXISTING METAL STUD WALL
EXISTING CONCRETE WALL
NEW CONCRETE WALL PER SHEET A61.1
2-HR RATED WALL
1-HR RATED WALL
EXITING TAG SHOWING NUMBER OF
OCCUPANTS & EXIT DIRECTION
EXIT
XX
B OCCUPANCY AREAS
ASSEMBLY OCCUPANCY AREAS (ACCESSORY TO B)
EXIT ACCESS
A-3 ASSEMBLY OCCUPANCY AREAS
1122 SF
COUNCIL DAIS
131
2087 SF
OPEN OFFICE
112
STORAGE
130C
G/N
RESTROOM
130A
350 SF
(E) BREAK ROOM
107
ELEC.
RM
105
(E) MRR
104
(E) WRR
102
ELEV.
EQUIP
110A
LOBBY
100
CORRIDOR
106
CD
OFFICE
113
CONF.
111
PUBLIC
COUNTER
110
CD
OFFICE
114
MPOE
112A
FS
RISER
112B
CD
OFFICE
115
CD
OFFICE
116
CD
OFFICE
117
CITY
ENGINEER
PW
118
CD
OFFICE
119
CEPW
OFFICE
120
CEPW
OFFICE
121
JAN
103
350 SF
COUNCIL LOBBY
130
AUDIO
VISUAL
132
BROADCAST
CONTROL
133
302 SF
CONFERENCE
ROOM
134
163 SF
VAULT
140
239 SF
STORAGE
141
1000 SF
COUNCIL
CHAMBER
PUBLIC
131
17
SEATS
17
OCC.
A-3
560 S.F.
1/7 = 80
occ.
1/15
20 occ.
1/5 = 73
occ.
3,666 s.f.
1/150 = 25
occ.
11'
20'
26'
STAIRWAY NOT
REQUIRED TO BE
ENCLOSED/ RATED
CBC 1019.3.1
CORRIDOR RATING
NOT REQUIRED CBC
1020
EXIT
80
EXIT
40
EXIT
13
EXIT
50
EXIT
50
EXIT
123
EXIT
40
EXIT
51
EXIT
13
400 s.f.
1/15 = 27
occ.
EXIT
35
EXIT
139
EXIT
45
15
'
7
'
153.5'
FROM 2ND
FLR.
EXIT ACCESS:
175.5' TOTAL
CBC 1017.2
COMPLIANT
COUNCIL
CHAMBER TOTAL
CAPACITY SHALL
BE LIMITED TO 98.
EXIT ACCESS:
175.5' TOTAL
CBC 1017.2
COMPLIANT
(E) WRR
202
(E) MRR
204
497 SF
(E) BREAK RM.
207
(E)
CONF.
RM
206
PARKS/REC.
COMM.
222
CONF.
201
LACTATION
207A
FINANCE
210
JAN
203
(E)
STAIR
208
EXIT ACCESS 88'
EXIT ACCESS 153.5'
27'9'
12'12'
7.5'
201 SF
IT SERVER RM.
217
CITY MANAGER
SUITE
230
362 SF
COLLAB LOUNGE
220
EXIT
45
EXIT
35
EXIT
13
EXIT
13
EXIT
9
EXIT
8
2,525 s.f.
/ 150 gross
= 17 occ.
2,017 s.f.
/ 150 gross
= 14 occ.
EXIT
22
3,900 s.f.
/ 150 gross
= 26 occ.
343 s.f.
/ 15 gross
= 23 occ.12'8.3'
32'
16
.
7
'
17'26.5'
15
'
15'
11
'
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
A02.1
CODE
COMPLIANCE
PLANS
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
EXITING PLAN LEGEND1/8" = 1'-0"1Level 1 -Code
1/8" = 1'-0"2Level 2 -Code
TYPE III B
SPRINKLERED MULTI STORY
B AND A-3 OCCUPANCY
NON-SEPARATED OCCUPANCY PER 508.3 IF SPRINKLERS PER CHAPTER 9 COVER
WHOLE BUILDING THE SAME AS A-3.
A-3 OCCUPANCY IS LIMITING
2 STORIES ALLOWED
28,500 S.F. PER FLOOR ALLOWED: CBC 506.2: A-3, TPE IIIB
NON-SEPARATED OCCUPANCY PER 508.3 IF SPRINKLERS PER CHAPTER 9 COVER
WHOLE BUILDING THE SAME AS A-3.
DESCRIPTION DATE
NOTE:
FOR MORE INFOMATION REGARDING WALL TYPE AND
SIGNAGE, SEE IMPROVEMENT PLANS AND WALL TYPES
DETAILS SHEET A11.1, A11.2 AND A61.2
NOTE:
FOR MORE INFOMATION REGARDING SIGNAGE AND WALL TYPE, SEE IMPROVEMENT PLANS
AND WALL TYPES DETAILS SHEET A11.1, A11.2 AND A61.2
PLUMBING FIXTURE CALCULATION1
PLUMBING FIXTURE CALCULATION2
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
236
96
'
-
0
"
5' - 10"
3' - 0"
10' - 1 1/2"
13
'
-
1
1
1
/
8
"
7
4
6
7
7 7
5
7
122(D)121(D)
E104
D14(D)
120(D)
118(D)117(D)
116(D)
111(D)
119(D)
E133
106.1(D)108(D)
150(D)
111.1(D)
132(D)
4
4
A10.1
3
8
22
23
25
25
25
25
25
25
25
25 25 22
22
22
22
27
27
26
28
5
27
7
7
25
28
34(D)
E107.1
E1
0
7
11
5
(
D
)
27
26
26
7
4
4
105(D)
E141.1
2'
-
0
"
18' - 0"
4
33 33
33
41
44
43
41
42
44
NOTE:
DEMOLISH ENTIRE (E) HVAC EQUIPMENT AND RELATED ITEMS,
SEE ALSO MECHANICAL FOR MORE INFO.
42
41
41
41
41 41
41
41
41
41
41
47
47
47
48
1 REMOVE PARTITION MOUNTED TOILET ACCESSORIES, STORE FOR REINSTALLATION
2 REMOVE PLASTIC LAMINATE. REMOVE LAVATORIES AND FINISH PLUMBING, STORE
FOR RE-USE. REMOVE MIRROR AND STORE FOR RE-INSTALLATION. DEMO VANITY
LIGHT FIXTURES. PREPARE COUNTER TOP SUB TOP FOR ALTERATION TO RELOCATE
RIGHT HAND SINK.
3 PATCHING/REPAIR OF WALL AND FLOOR TILES DUE TO DEMO AND ROUGH PLUMBING WORK
AS NEEDED
4 SAWCUT AND REMOVE CONCRETE SLAB, COORDINATE WITH IMPROVEMENT PLANS
FOR EXTENTS OF SAWCUT.
5 DEMOLISH STOREFRONT GLAZING
6 DEMOLISH OVERHEAD COILING DOOR.
7 DEMOLISH WALL TO EXTENTS INDICATED.
8 DEMOLISH MIRROR.
9 CUT FLOOR FOR HVAC SHAFT. SEE STRUCTURAL AND MECHANICAL.
10 DEMOLISH GRAB BARS, PROTECT EXISTING TO REMAIN TILE FINISH.
11 PROTECT IN PLACE (E) ACCESSORY
12 REMOVE PLASTIC LAMINATE. REMOVE LAVATORIES AND FINISH PLUMBING, STORE
FOR RE-USE. REMOVE MIRROR. DEMO VANITY LIGHT FIXTURES. PREPARE
COUNTER TOP SUB TOP FOR ALTERATION TO RELOCATE RIGHT HAND SINK.
13 DEMOLISH TOILET PARTITION OR URINAL SCREEN
14 REMOVE TOILET, PROTECT AND STORE FOR REINSTALLATION. MODIFY FLOOR
ROUGH IN AS REQUIRED TO ADJUST TOILET 1/2" TO CREATE MINIMUM 17" CLEAR
CENTERLINE DIMENSION FROM WALL.
15 REMOVE URINAL, PROTECT AND STORE FOR RE-INSTALLATION. ADJUST ROUGH
PLUMBING FOR COMPLIANT INSTALLATION. REMOVE WALL TILE AS REQUIRED FOR
WORK.
16 ADJUST ROUGH PLUMBING AS REQUIRED TO RELOCATE SINK AN PROVIDE
COMPLIANT INSTALLATION.
17 DEMOLISH TOILET ACCESSORIES
18 ALTER FLOOR AS NEEDED TO ADJUST ROUGH IN FOR TOILET OUTLET.
19 DEMOLISH LIGHT FIXTURE.
20 DEMOLISH WINDOW.
21 REMOVE GYPSUM BOARD IN PREPARATION FOR RETROFIT OF WALL
TO 2-HR RATED PER IMPROVEMENT PLANS.
22 DEMOLISH MILLWORK.
23 (E) MILLWORK TO REMAIN, PROTECT IN PLACE.
24 DEMOLISH LAV COUNTER LAVS. PROTECT ROUGH IN PLUMBING.
25 DEMOLISH ALL CARPET AND RUBBER WALL BASE.
26 PROTECT IN PLACE EXISTING TILE FLOORING.
27 DEMOLISH FLOORING AND WALL BASE
28 PROTECT IN PLACE EXISTING FINISHES.
29 DEMOLISH SINK AND FINISH PLUMBING. CAP SEWER AND WATER
SUPPLY IN WALL. PATCH WALL.
30 DEMOLISH WALL TILE.
31 DEMOLISH FLOOR AREA SHEATHING FOR ACCESS TO
REINFORCE STRUCURE BELOW, SEE STRUCTURAL
32 REMOVE DECK COATING, PREP FOR NEW DECK COATING,
SEE SPECS.
33 REMOVE GYPSUM BOARD FROM FRAMING, AT WINDOW SILL
AND FOR 12" BELOW SILL. FRAMING TO REMAIN.
41 DEMOLISH LAY IN TILE GRID CEILING IN AREAS INDICATED.
ADDITIONAL AREAS AS REQUIRED TO COMPLETE WORK AS INDICATED
ON IMPROVEMENT PLANS.
DEMOLISH 2X4 AND 2X2 LAY IN FLUORESCENT FIXTURES, SEE ALSO ELECTRICAL42
DEMOLISH SUSPENDED STRIP LIGHTS, SEE ALSO ELECTRICAL
43
DEMOLISH (E) HVAC EQUIPMENT, SEE ALSO MECHANICAL
44
45
DEMOLISH CAN LIGHT FIXTURES, SEE ALSO ELECTRICAL
CREATE CEILING OPENING FOR ACCESS TO TOILET ROUGH IN ABOVE.46
(E) GYP. BD CEILING / OPENING REFER TO IMPROVEMENT RCP.47
REMOVE METAL CEILING AS REQUIRED TO REPLACE LIGHT FIXTURES,
STORE METAL PANELS FOR REINSTALLATION.
48
A) DEMOLISH WALLS, DOORS, FINISHES, FIXTURES AS INDICATED ON DEMOLITION
PLAN BY NOTES AND OR DASHED LINES AND OR AS REQUIRED BY IMPROVEMENTS
INDICATED ON IMPROVEMENT AND FINISH PLANS AND OR AS INDICATED ON
MECHANICAL, ELECTRICAL, AND PLUMBING PLANS.
B) IF THE EXTENT OF DEMOLITION IS UNCLEAR PLEASE REQUEST CLARIFICATION
FROM THE ARCHITECT PRIOR TO PROCEEDING.
C) IF UNDOCUMENTED SHEAR WALLS, COLUMNS, OR OTHER STRUCTURAL
ELEMENTS ARE ENCOUNTERED DURING THE COURSE OF DEMOLITION, REQUEST
CLARIFICATION FROM THE ARCHITECT PRIOR TO PROCEEDING.
D) REMOVE ALL WALL MOUNTED AND CEILING HUNG SIGNS U.N.O.
E) REMOVE ALL CARPET.
F) REMOVE EXISTING LIGHT FIXTURES FOR RETROFIT INSTALLATION PER
ELECTRICAL IMPROVMENT PLANS.
G) REMOVE EXISTING CEILING TILE AND GRID RUNNERS AS NEEDED FOR ACCESS
TO ABOVE CEILING EQUIPMENT FOR REMOVAL. DEMOLISH WATER STAINED
CEILING TILES. ADDITIONAL CEILING TILES MAY BE IDENTIFIED BY THE OWNER AND
OR ARCHITECT FOR REMOVAL.
H) SALVAGE ALL EXISTING DOORS AND FRAMES INDICATED FOR DEMOLITION OR
RE-INSTALLATION. PROTECT AND STORE FOR RE-INSTALLATION PER
IMPROVEMENT PLANS. DOORS/FRAMES NOT RE-USED SHALL BE DISCARDED
FOLOWING CONFIRMATION THAT THE NEEDS OF THE IMPROVEMENT ARE MET.
I) REMOVE ALL EXISTING DAMAGED WALL COVERING. IDENTIFY ANY DAMAGED
DRYWALL AND NOTIFY THE ARCHITECT. DAMAGED DRYWALL TO BE REMOVED AND
REPLACED. PATCH/ TOUCH-UP AS NECESSARY, PAINT TO MATCH ADJACENT.
J) DIMENSIONS ON SLAB CUTS ARE FOR BIDDING PURPOSES. CONTRACTOR
SHALL COORDINATE AMONG TRADES AND ACCOUNT FOR CONDUIT SWEEPS,
PLUMBING LAYOUT, ETC. CONTRACTOR SHALL ACCOUNT FOR THIS POTENTIAL
ADDITIONAL AREA OF REMOVAL AND REPLACEMENT IN THE BID.
(E) WRR
102
(E) MRR
104
13
13
10
10
14
4
17
3
30
30
17
16
24
12
19
19
24
11
11
27
27
A. DEMOLISH ALL CEILING TILE.
B. REMOVE SUSPENDED CEILING GRID AS REQURED FOR
OVERHEAD AND IMPROVEMENT WORK ACCESS. RE-INSTALL
OR INSTALL NEW TO MATCH
C. REMOVE ALL CEILING GRID AS REQURED FOR OVERHEAD AND
IMPROVEMENT WORK ACCESS. RE-INSTALL OR INSTALL NEW
TO MATCH
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
A10.1
LEVEL 1
DEMOLITION
FLOOR AND
REFLECTED
CEILING PLANS
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
1/8" = 1'-0"2Level 1 -FLOOR PLAN Demolition
1/8" = 1'-0"1Level 1 -RCP Demolition
FLOOR PLAN DEMO KEYNOTES
RCP DEMO NOTES
DEMOLITION GENERAL NOTES
1/4" = 1'-0"3Level 1 -ENLARGED RESTROOM PRECISION DEMO PLAN
DESCRIPTION DATE
RCP GENERAL NOTES
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
237
DN
UP
T
T
T
T
T
T
TT
T T
T
T
TT
T
T T
T
T
T
T
T
7
7
E233 E232
E234
E236
E237
242(D)
225(D)
7
9
7
A10.2
3
20
21
21
21
10
8
22
23
23
26
25
25
25
25 25
25
22
25
25
25
25
25 25
25
25 25
25
25
25
25
2525
25
25
29
200B(D)
28
28
28
25
26
27
27
31
77
32
33
33
33
33
33 33 33
33
33 33 33 33
33
33
33
33
33
41
41
42
42
43
20
A62.1
46
41
41
41
41
41
41
41
24' - 8 3/8"13' - 6"
48
42
42
41 DEMOLISH LAY IN TILE GRID CEILING IN AREAS INDICATED.
ADDITIONAL AREAS AS REQUIRED TO COMPLETE WORK AS INDICATED
ON IMPROVEMENT PLANS.
DEMOLISH 2X4 AND 2X2 LAY IN FLUORESCENT FIXTURES, SEE ALSO ELECTRICAL42
DEMOLISH SUSPENDED STRIP LIGHTS, SEE ALSO ELECTRICAL
43
DEMOLISH (E) HVAC EQUIPMENT, SEE ALSO MECHANICAL
44
45
DEMOLISH CAN LIGHT FIXTURES, SEE ALSO ELECTRICAL
CREATE CEILING OPENING FOR ACCESS TO TOILET ROUGH IN ABOVE.46
(E) GYP. BD CEILING / OPENING REFER TO IMPROVEMENT RCP.47
REMOVE METAL CEILING AS REQUIRED TO REPLACE LIGHT FIXTURES,
STORE METAL PANELS FOR REINSTALLATION.
48
1 REMOVE PARTITION MOUNTED TOILET ACCESSORIES, STORE FOR REINSTALLATION
2 REMOVE PLASTIC LAMINATE. REMOVE LAVATORIES AND FINISH PLUMBING, STORE
FOR RE-USE. REMOVE MIRROR AND STORE FOR RE-INSTALLATION. DEMO VANITY
LIGHT FIXTURES. PREPARE COUNTER TOP SUB TOP FOR ALTERATION TO RELOCATE
RIGHT HAND SINK.
3 PATCHING/REPAIR OF WALL AND FLOOR TILES DUE TO DEMO AND ROUGH PLUMBING WORK
AS NEEDED
4 SAWCUT AND REMOVE CONCRETE SLAB, COORDINATE WITH IMPROVEMENT PLANS
FOR EXTENTS OF SAWCUT.
5 DEMOLISH STOREFRONT GLAZING
6 DEMOLISH OVERHEAD COILING DOOR.
7 DEMOLISH WALL TO EXTENTS INDICATED.
8 DEMOLISH MIRROR.
9 CUT FLOOR FOR HVAC SHAFT. SEE STRUCTURAL AND MECHANICAL.
10 DEMOLISH GRAB BARS, PROTECT EXISTING TO REMAIN TILE FINISH.
11 PROTECT IN PLACE (E) ACCESSORY
12 REMOVE PLASTIC LAMINATE. REMOVE LAVATORIES AND FINISH PLUMBING, STORE
FOR RE-USE. REMOVE MIRROR. DEMO VANITY LIGHT FIXTURES. PREPARE
COUNTER TOP SUB TOP FOR ALTERATION TO RELOCATE RIGHT HAND SINK.
13 DEMOLISH TOILET PARTITION OR URINAL SCREEN
14 REMOVE TOILET, PROTECT AND STORE FOR REINSTALLATION. MODIFY FLOOR
ROUGH IN AS REQUIRED TO ADJUST TOILET 1/2" TO CREATE MINIMUM 17" CLEAR
CENTERLINE DIMENSION FROM WALL.
15 REMOVE URINAL, PROTECT AND STORE FOR RE-INSTALLATION. ADJUST ROUGH
PLUMBING FOR COMPLIANT INSTALLATION. REMOVE WALL TILE AS REQUIRED FOR
WORK.
16 ADJUST ROUGH PLUMBING AS REQUIRED TO RELOCATE SINK AN PROVIDE
COMPLIANT INSTALLATION.
17 DEMOLISH TOILET ACCESSORIES
18 ALTER FLOOR AS NEEDED TO ADJUST ROUGH IN FOR TOILET OUTLET.
19 DEMOLISH LIGHT FIXTURE.
20 DEMOLISH WINDOW.
21 REMOVE GYPSUM BOARD IN PREPARATION FOR RETROFIT OF WALL
TO 2-HR RATED PER IMPROVEMENT PLANS.
22 DEMOLISH MILLWORK.
23 (E) MILLWORK TO REMAIN, PROTECT IN PLACE.
24 DEMOLISH LAV COUNTER LAVS. PROTECT ROUGH IN PLUMBING.
25 DEMOLISH ALL CARPET AND RUBBER WALL BASE.
26 PROTECT IN PLACE EXISTING TILE FLOORING.
27 DEMOLISH FLOORING AND WALL BASE
28 PROTECT IN PLACE EXISTING FINISHES.
29 DEMOLISH SINK AND FINISH PLUMBING. CAP SEWER AND WATER
SUPPLY IN WALL. PATCH WALL.
30 DEMOLISH WALL TILE.
31 DEMOLISH FLOOR AREA SHEATHING FOR ACCESS TO
REINFORCE STRUCURE BELOW, SEE STRUCTURAL
32 REMOVE DECK COATING, PREP FOR NEW DECK COATING,
SEE SPECS.
33 REMOVE GYPSUM BOARD FROM FRAMING, AT WINDOW SILL
AND FOR 12" BELOW SILL. FRAMING TO REMAIN.
A) DEMOLISH WALLS, DOORS, FINISHES, FIXTURES AS INDICATED ON DEMOLITION
PLAN BY NOTES AND OR DASHED LINES AND OR AS REQUIRED BY IMPROVEMENTS
INDICATED ON IMPROVEMENT AND FINISH PLANS AND OR AS INDICATED ON
MECHANICAL, ELECTRICAL, AND PLUMBING PLANS.
B) IF THE EXTENT OF DEMOLITION IS UNCLEAR PLEASE REQUEST CLARIFICATION
FROM THE ARCHITECT PRIOR TO PROCEEDING.
C) IF UNDOCUMENTED SHEAR WALLS, COLUMNS, OR OTHER STRUCTURAL
ELEMENTS ARE ENCOUNTERED DURING THE COURSE OF DEMOLITION, REQUEST
CLARIFICATION FROM THE ARCHITECT PRIOR TO PROCEEDING.
D) REMOVE ALL WALL MOUNTED AND CEILING HUNG SIGNS U.N.O.
E) REMOVE ALL CARPET.
F) REMOVE EXISTING LIGHT FIXTURES FOR RETROFIT INSTALLATION PER
ELECTRICAL IMPROVMENT PLANS.
G) REMOVE EXISTING CEILING TILE AND GRID RUNNERS AS NEEDED FOR ACCESS
TO ABOVE CEILING EQUIPMENT FOR REMOVAL. DEMOLISH WATER STAINED
CEILING TILES. ADDITIONAL CEILING TILES MAY BE IDENTIFIED BY THE OWNER AND
OR ARCHITECT FOR REMOVAL.
H) SALVAGE ALL EXISTING DOORS AND FRAMES INDICATED FOR DEMOLITION OR
RE-INSTALLATION. PROTECT AND STORE FOR RE-INSTALLATION PER
IMPROVEMENT PLANS. DOORS/FRAMES NOT RE-USED SHALL BE DISCARDED
FOLOWING CONFIRMATION THAT THE NEEDS OF THE IMPROVEMENT ARE MET.
I) REMOVE ALL EXISTING DAMAGED WALL COVERING. IDENTIFY ANY DAMAGED
DRYWALL AND NOTIFY THE ARCHITECT. DAMAGED DRYWALL TO BE REMOVED AND
REPLACED. PATCH/ TOUCH-UP AS NECESSARY, PAINT TO MATCH ADJACENT.
J) DIMENSIONS ON SLAB CUTS ARE FOR BIDDING PURPOSES. CONTRACTOR
SHALL COORDINATE AMONG TRADES AND ACCOUNT FOR CONDUIT SWEEPS,
PLUMBING LAYOUT, ETC. CONTRACTOR SHALL ACCOUNT FOR THIS POTENTIAL
ADDITIONAL AREA OF REMOVAL AND REPLACEMENT IN THE BID.
(E) WRR
202
(E) MRR
204
14
10
10
18
13
13
17
16
24
12
3
19
19
24
11
11
27
27 30
30
A. DEMOLISH ALL CEILING TILE.
B. REMOVE SUSPENDED CEILING GRID AS REQURED FOR
OVERHEAD AND IMPROVEMENT WORK ACCESS. RE-INSTALL
OR INSTALL NEW TO MATCH
C. REMOVE ALL CEILING GRID AS REQURED FOR OVERHEAD AND
IMPROVEMENT WORK ACCESS. RE-INSTALL OR INSTALL NEW
TO MATCH
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
A10.2
LEVEL 2
DEMOLITION
FLOOR AND
REFLECTED
CEILING PLANS
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
1/8" = 1'-0"2Level 2 -Demolition
1/8" = 1'-0"1Level 2 -Demolition
RCP DEMO NOTES
FLOOR PLAN DEMO KEYNOTES
DEMOLITION GENERAL NOTES
1/4" = 1'-0"3Level 2 -ENLARGED RESTROOMS PRECISION DEMOLITION PLAN
DESCRIPTION DATE
RCP GENERAL NOTES
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
238
UP
UP
UP
4
A31.1
3
A31.1
1
A31.1
2
A31.1
1 2 3 4 5 6
A
B
C
D
E
130' - 0"
1122 SF
COUNCIL DAIS
131
2087 SF
OPEN OFFICE
112
STORAGE
130C
G/N
RESTROOM
130A
350 SF
(E) BREAK ROOM
107
ELEC.
RM
105
190 SF
(E) MRR
104
170 SF
(E) WRR
102
ELEV.
EQUIP
110A
LOBBY
100
CORRIDOR
106
96
'
-
0
"
CD
OFFICE
113
CONF.
111
PUBLIC
COUNTER
110
CD
OFFICE
114
MPOE
112A
FS
RISER
112B
CD
OFFICE
115
109 SF
CD OFFICE
116
103 SF
CD OFFICE
117
CITY
ENGINEER
PW
118
CD
OFFICE
119
CEPW
OFFICE
120
CEPW
OFFICE
121
JAN
103
350 SF
COUNCIL LOBBY
130
AUDIO
VISUAL
132
BROADCAST
CONTROL
133
302 SF
CONFERENCE
ROOM
134
163 SF
VAULT
140
239 SF
STORAGE
141
3.1 5.1
1000 SF
COUNCIL
CHAMBER
PUBLIC
131
1
A14.4
1
M3.4
M9.4
M9.4
M9.4
M1.6
M3.4
M3.4
M3.4A
M10
M10
2
130A
13
0
.
1
13
0
C
134
140
14
1
R1
3
2
E107
E107.1
R121 R120 R119
R118
R117
116
115
112B
114
113
R111
R111.1
E110A
112A
131.2
131.1
131.3
M3.4
M3.4 M3.4 M3.4
M3.4
M3.4
M3.4
M3.4
M3.4
M3.4
M3.4
M3.4
M3.4A M3.6A
M3.4
M3.4
UP
A14.4
10
1'
-
5
3
/
4
"
1'
-
5
3
/
4
"
4A
A31.1
A14.2
2
A14.1
1
A41.1
7
8
96
A14.2
1
A14.4
3
R1
0
8
STAIR #2
108
10
6
R106.1
E1
4
1
.
1
E110
E1
0
0
130.2
M3.4
M7.3
M8.4M8.4
M8.4M8.4
6
M3.4
M3.4
M4.4
M3.4
5
A31.1
11' - 9 1/8"
M1.6
10
5
A
10
6
B
MG1
MG2
O
O
G
G
N
G
G
G
F
G
FG
G
G
G
B
G
A
L L L
L
L
L
L
L
G
G
N
M
H
G
C
G
KF
K
G
G
E100.5
F
P
P
F
J
EP
F
F
F
G
Q
R
S
10
A61.2
F
G
H
G
GH
G
L
E1
0
2
E1
0
4
E1
0
3
E133
14
'
-
0
"
16
'
-
6
1
/
4
"
8'
-
9
"
V.I.F
19' - 4 1/2"5' - 6 7/8"
(E) EXTERIOR TILT-UP CONC. WALL, TYP.
(E) STL COL., TYP.
(E) STL COL., TYP.
(E) STL COL.
(E) STL COL.
14' - 5"9' - 7"
9' - 6"9' - 7"9' - 3"12' - 4 7/8"
9"
10
'
-
9
3
/
4
"
TYP.
1' - 8"
12' - 4 7/8"
9' - 4"
4' - 0"
9' - 5"
9' - 6"
9' - 4"
16' - 3"
16' - 7"
4 3/4"
1' - 7"
1' - 1 3/4"
9 3/4"
8"6 1/2"1' - 2"
1' - 8"
1' - 6 1/2"
10' - 9 3/4"
11' - 11 3/8" V.I.F
V.I.F
6' - 5 7/8"
V.I.F
2' - 4 1/4"
2' - 9 1/2"
5' - 10 3/4"
9' - 1"
16' - 6 1/4"
100.4
16"
10
5
P.H.
P.H.
M8.4
M8.4
M8.4
M3.4
M3.4
G
M8.4
M8.4
M8.4
M8.4
M8.4
G
G
3
36"
18 3/8"
M8.4 M8.4
M8.4
M8.4
FURR OUT,
FLOOR TO
CEILING TO ALIGN
+32"
+32"+32"
+32"
M3.4A
M3.4A
1X SOLID
MAPLE
SILL
CAP,
STAINED
ALIGN
115
3' - 0"
MG
3
CLR.
18" MIN.
F.
E
.
F.
E
.
F.
E
.
F.E.
G
M7.3
M7.3
10
'
-
0
"
M3.4
M3.4A
11
11
M3.4
M3.4A
14
START
14
START
15
15
15
15
1 LAMINATE CLAD MILLWORK WITH SOLID SURFACE COUTERTOP
2 ELEVATED FRAMED FLOOR, 12" ABOVE SLAB, WITH FRAMED STAIRS AND RAMP. FILL
CAVITY WITH UNFACED BATT INSULTATION.
3 EXISTING TO REMAIN AND PROTECT IN PLACE
4 WATERPROOF FLOOR TOPPING ON BALCONY
5 CONVERT EXISTING PARTITION INTO 1-HR RATED ASSEMBLY. EXTEND FRAMING TO
ASSEMBLY ABOVE.
6 WRAP DRAIN AND SUPPLY PIPES UNDER LAVATORIES AND SINKS.
7 RETROFIT EXISTING WALLS FOR NOMINAL 2-HR CONSTRUCTION PER WALL ASSEMBLY M9.
INSTALL NEW TYPE X GYPSUM BOARD, TAPE, ETC. FOR RATED ASSEMBLY. EXTEND
STUDS TO STRUCTURE ABOVE FOR CONT. GYP BD UP TO STRUCT. DECK. WHERE
EXISTING ACCESSIBLE CLEARANCES RESTRICT APPLICATION OF ADDITIONAL GYPSUM
BOARD, APPY 3 LAYERS TO IT ROOM SIDE OF WALL.
8 INSTALL WOOD CAP ON TOP OF EXISTING WOOD CAP TO ACHIEVE 42" GUARD HEIGHT.
WOOD CAP SHALL BE STAIN GRADE MAPLE, STAINED TO MATCH EXISTING.
9 INSTALL GYP CRETE FLOOR OVER SHEATING TO MATCH EXISTING ADJACENT.
10 FULL HEIGHT FRAMING AND GYPSUM BOARD, BOTH SIDES, FOR ACOUSTICAL
SEPARATION.
11 DOOR AUTO OPERATOR BOLLARD
12 DOOR AUTO WALL MTD. PUSH BUTTON
13 NEW BASE CABINET DOORS, MATCH EXISTING, PL-1
14 ADD (1) ADDITIONAL LAYER OF GYPSUM BOARD, COUNCIL CHAMBER SIDE OF WALL, FULL
HEIGHT.
15 INSTALL GYPSUM BOARD TO LOW WALL AND SILL WHERE DEMOLISHED.
NEW METAL STUD WALL PER SHEET A61.2
EXISTING METAL STUD WALL
EXISTING CONCRETE WALL
WALL TYPE ANNOTATIONS, SEE SHEET
A61.2 FOR DETAILS
101 NUMBER INDICATES DOOR PER SCHEDULE,
REFER TO SHEET A52.1
FIRE EXTINGUISHER CABINET PER DET. 2/A68.1
1i
60" MIN. ACCESSIBLE WHEELCHAIR
CLEAR TURNING SPACE
C L R . 6 0 " M I N .
30"X48" MIN. ACCESSIBLE WHEELCHAIR
CLEAR FLOOR SPACE
30"X48"
CLR.
24" WIDE X HEIGHT OF DOOR SIDELITE
1. ALL PARTITION WALLS SHALL BE TYPE M3.4 PER A61.2 UNLESS NOTED OTHERWISE.
2. ALL PARTITION WALLS ARE FULL HEIGHT UNLESS NOTED OTHERWISE.
3. STAIR NOSINGS PROJECTION IS NOT ALTERED AS PART OF THIS PROJECT PER CBC
11B-504.5 EXCEPTION FOR EXISTING BUILDINGS.
4. FINISHES PER FINISH PLAN.
5. ALL DIMENSIONS ARE TO THE FACE OF STUDS, U.N.O.
6. UNLESS NOTED OTHERWISE, ALL WALLS ARE FULL HEIGHT.
7. REFER TO SHEET GEN-4 FOR TYPICAL ACCESSIBILTY REQUIREMENTS AND DIMENSIONS.
8. REFER TO ENLARGED PLANS FOR DIMENSIONS AND CALLOUTS NOT SHOWN HERE.
9. REPAIR/RESTORE GYPSUM BOARD AND FINISH AT LOCATIONS OPENED UP FOR
MECHANICAL, PLUMBING, ELECTRICAL, AND TELECOM WORK.
10. PROVIDE 16 GAUGE BACKING AT CITY SEAL SIGN LOCATION.
A
B
RESTROOM SIGNAGE - WOMEN 6/GEN-4
RESTROOM SIGNAGE - MEN 7/GEN-4
C RESTROOM SIGNAGE - UNISEX 8/GEN-4
D
E
F
RESTROOM SIGN - TYPICAL 1/GEN-4
G
H
J
FIRE ALARM SIGN 16/GEN-4
K
TACTILE EXIT ROUTE SIGN 13/GEN-4
L
ROOM IDENTIFICATION SIGN 12/GEN-4
M
ACCESSIBLE ENTRY SIGN 11/GEN-4
N
SPRINKLER RISER ROOM SIGN 15/GEN-4
TACTILE EXIT SIGN 14/GEN-4
OFFICE RM. IDENTIFICATION SIGN 20/GEN-4
DIRECTIONAL ACCESS SIGN 10/GEN-4
DESCRIPTION SHT.NO.
TACTILE STAIR LEVEL/ FLOOR ID SIGN 4/GEN-4
O OCCUPANT LOAD SIGN 17/GEN-4
P NO SMOKING SIGN 18/GEN-4
Q TOILET ROOM DOOR SIGNAGE - WOMEN 2/GEN-4
R TOILET ROOM DOOR SIGNAGE - MEN 3/GEN-4
S TOILET ROOM DOOR SIGNAGE - G/N 5/GEN-4
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
A11.1
LEVEL 1
IMPROVEMENT
FLOOR PLAN
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
3/16" = 1'-0"1Level 1 -Improvement
FLOOR PLAN IMPROVEMENT NOTES
FLOOR PLAN LEGEND
IMPROVEMENT GENERAL NOTES
SIGNAGE LEGEND
DESCRIPTION DATE
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
239
15A3
RW
15A 3
RW
15A 3
RW
15A1
RW
15A2
RW
15A 1
RW
15A1
RW
15A 3
RW
15A2
RW
15
A
1 RW
15A 2
RW
15
A
2RW
15A1
RW
15A 2
RW
15A 2
RW
15
A
2RW
15A 3
RW
15A3
RW
15
A
1RW
15
A
2 RW
15
A
2RW
15A 3
RW
15
A
3 RW
15
A
3 RW
15A 3
RW
15
A
1RW
15
A
2 RW
15A1
RW
15A 2
RW
15A3
RW
15A 1
RW
15A3
RW
H3
15
A
1RW
3 15A 1
RW
15
A
1 RW
15
A
2 RW
15
A
2RW
copier
plottercopier
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
3/16" = 1'-0"
12-12-2022
A11.1.1
LEVEL 1
FURNITURE
COORDINATION
PLAN (FOR
REFERENCE)
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
3/16" = 1'-0"1 Level 1 - Furniture
DESCRIPTION DATE
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
240
7
8
PL
1
PL
1
9
10
AS
1
PL
3
PL
3
PL
3
WD
1
WD
1
WD
1
PL
2
11
11
AS
1
12
AS
1
AS
1
WD
1
1
3
5
5
4
4
4
4
4
4
6
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1 C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
V
1
B
1
P
1
V
2
B
1
P
2
P
1
E
1
B
1
E
1
B
1
P
1
P
1
P
1
P
1
P
1
P
1
P
1
P
1
C
1
B
1
P
1
T
2
B
2
P
1
T
3
T
1
B
P
1
P
1
C
1
B
1
6
6
6
WC
1
C
1
B
1
B
1
WC
2
WC
2
P
1
V
1
B
1
3
T
1
B
3
P
1
T
3
T
1
B
3
4
4
P
1
C
1
B
1
P
2
WC
1
WC
1 T
2
B
2
T
3
T
2
B
2
T
3
P
1
7
8
9
10
11
12
1. UNLESS NOTED OTHERWISE, ALL WALLS, PARTITIONS, AND COLUMNS TO BE PAINTED P-1
EGGSHELL FINISH, SEMI-GLOSS AT WET WALLS, PAINTED WOOD AND METAL
4. ALL PRODUCTS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS & RECOMMENDATIONS
6. ALL (E) RESTROOM WALL AND FLOOR TILE TO BE RETAINED, PATCHED, REPAIRED AND CLEANED.
PAINT WALLS AND CEILING P-1, SEMI-GLOSS
GENERAL NOTES:
PLAN NOTES:
1
2
FLOORING:
V-1 VCT FLOORING: TARKETT, VCT II, STEELWORKS CG #522, 12" X 12"
T-1 FLOOR TILE: DALTILE, LINDEN POINT, LP21, GRIGIO, INSTALLED IN A RUNNING BOND PATTERN
12" x 24" WITH 1/16" GROUT JOINTS USING LATICRETE GROUT, STERLING SILVER;
WALL SURFACES:
P-1 GENERAL AREA WALL PAINT: DUNN EDWARDS, COLOR TO BE MILK GLASS DEW358, EGGSHELL
FINISH, SEMI-GLOSS FINISH AT WET AREAS, PAINTED WOOD AND METAL
P-2 ACCENT WALL PAINT: DUNN EDWARDS, COLOR TO BE FROZEN TUNDRA DE5793, EGGSHELL FINISH
T-3 WALL TILE: DALTILE, COLOR STORY WALL, BALANCE 0014, 3" X 6" INSTALLED IN A
RUNNING BOND PATTERN TO A HEIGHT OF 48" MINIMUM USING FULL TILES ONLY WITH 1/16" GROUT:
B-1 GENERAL AREA WALL BASE: TARKETT, 4", COLOR TO BE BEDROCK CG, TA6
MILLWORK:
PL-1 PLASTIC LAMINATE: WILSONART, TAILORED LINEN 4992-38, TEXTURED
3
FINISHES LEGEND & NOTES
V-2 STATIC DISSIPATIVE FLOORING: TARKETT COMMERCIAL FLOORING, STATIC DISSIPATIVE TILE
C-1 CARPET TILE: TO BE BENTLEY CARPET MILLS, ROOT, 410432 GURE,
2. UNLESS NOTED OTHERWISE, ALL WALL BASE TO BE B-1, STRAIGHT BASE AT CARPET,
COVED BASE AT HARD SURFACE FLOORING USING ROLL GOODS ONLY
7. SEE ELEVATIONS FOR INSTALLATION OF BUILT-IN COUNTERS AND CABINETS
3. PROVIDE CONTINUOUS BASE SKIRTING AT LOBBY STAIRS TO MATCH BASE B-1
E-1 EXPOSED AND SEALED EXISTING CONCRETE FLOORING
4
5
BROADLOOM CARPET VERSION OF CARPET TILE C-1
REMOVE EXISTING TILE FLOOR, WALL BASE AND WALLCOVERING. PATCH & REPAIR WALLS TO RECEIVE
NEW STAINED WOOD PANEL WD-1 - SEE ELEVATIONS
SEE ELEVATIONS FOR DESK AND GATE INFORMATION
EXISTING FLOORING AND WALL BASE TO REMAIN. REPAINT WALLS P-1.
SEE ELEVATIONS FOR DESK AND GATE INFORMATION
6 INSTALL CARPET C-2 AT STEPS
LATICRETE GROUT #0100 WHITE. INSTALL COORDINATING COVED BASE TILE B-2 TO MATCH
INSTALL WALLCOVERING ON ALL WALLS OF ROOM, UNLESS NOTED OTHERWISE
VINYL WALLCOVERING: INNOVATIONS IN WALLCOVERING, SAIGON, SAI-014 LIGHT SILVER, 54" WIDE
NEW PAINT. RETAIN FINISH ON EXISTING FREESTANDING COLUMN AND EXISTING WALL SCONCE LIGHTS.
8. EXISTING WINDOWCOVERING TO REMAIN. CLEAN, PATCH AND REPAIR, AS REQUIRED
EXISTING CABINETRY TO REMAIN; CLEAN, PATCH & REPAIR, AS REQUIRED
DEMO ALL EXISTING WALLCOVERING. PATCH & REPAIR WALLS AS
REQUIRED TO RECEIVING NEW WALLCOVERING OR PAINT, AS INDICATED ON DRAWINGS
9.
CLEAN EXISTING ELEVATOR DOORS AND FRAMES AND PAINT P-4.10.
INTERIOR WALL PANELS TO REMAIN
DEMOLISH EXISTING WALL & FLOOR FINISHES, EXCEPT AS INDICATED BY PLAN NOTES. PREPARE FLOOR,5.
AND WALLS, AS REQUIRED, TO RECEIVE NEW FINISHES, AS SPECIFIED
C-2
WC-1
18" X 36", INSTALLED IN A BRICK PATTERN
B-2 RESTROOM WALL BASE: DALTILE, COLOR STORY WALL, BALANCE 0014, 3" X 6" COVED
INSTALLED USING LATICRETE GROUT #0100 WHITE.
ALL PAINTED DOORS AND FRAMES TO BE PAINTED TO MATCH ADJACENT WALL IN A SEMI-GLOSS FINISH11.
GYP. BD. CEILINGS AND SOFFITS TO BE PAINTED P-1, FLAT FINISH
IQ GRANIT SD, 0948 GRANIT GREY, 12" X 12"
FABRIC WRAPPED ACOUSTICAL PANELS FROM 36" AFF TO TOP OF DOOR FRAME. SEE SPECIFICATIONSWC-2
AND ELEVATIONS. FABRIC TO BE GUILFORD OF MAINE, FR-701, COLOR: TO BE SILVER PAPIER 538
PATCH & REPAIR EXISTING ELEVATOR DOOR & FRAME FINISH TO REMAIN; REPAINT TO MATCH (E) IF REQUIRED
B-3 4" WOOD BASE WITH SQUARE PROFILE AND EASED EDGE PAINTED P-1, SEMI-GLOSS
INSTALL TILE PATTERN AS DIAGRAMMED ON PLAN, CENTERING A FULL TILE ON ENTRY DOORS
LINE SHOWN ON PLAN IS APPROXIMATE LOCATION. TRANSITION FROM TILE TO CARPET TO OCCUR AT THE
END OF A FULL TILE
PL-2 PLASTIC LAMINATE: WILSONART, LANDMARK WOOD 7981K-12, SOFTGRAIN FINISH
WD-1 PLAIN SLICED AMERICAN MAPLE VENEER, STAINED TO MATCH ARCHITECT"S SAMPLE
PL-3 PLASTIC LAMINATE: NEVAMAR, COCOA BEAN S2115-T, TEXTURED FINISH
AS-1 COUNTER TO BE FORMICA, EVERFORM, MIRAGE 733. PROVIDE MATCHING 4" SPLASH AT RESTROOMS
DOOR TO RECEIVE SPLIT FINISH. SIDE FACING COUNCIL CHAMBERS TO BE WD-1. SIDE FACING LOBBY TO
MATCH EXISTING PROJECT DOORS TO REMAIN
EXTEND WALLCOVERING WC-1 ABOVE AND BELOW WALLCOVERING WC-2
T-2 FLOOR TILE TO MATCH T-1 EXCEPT CHANGE TILE SIZE TO 12" X 12"
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
A11.1.2
LEVEL 1
FINISHES PLAN
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
3/16" = 1'-0"1Level 1 -Finishes FINISHES LEGEND
DESCRIPTION DATE
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
241
DN
UP
4
A31.1
3
A31.1
2
A31.1
1 2 3 4 5 6
A
B
C
D
E
(E) WRR
202
(E) MRR
204
317 SF
CITY MANAGER
231
139 SF
ASSISTANT TO
THE CITY
MANAGER
232
MINI
SUITE 1
244
MINI
SUITE 2
245 497 SF
(E) BREAK RM.
207
(E)
CONF.
RM
206
331 SF
PARKS/REC.
COMM.
222
PRC
OFFICE
223
PRC
OFFICE
224
CONF.
201
FINANCE
OFFICE
213
FINANCE
OFFICE
214
STOR.
215
FINANCE
OFFICE
211
FINANCE
OFFICE
212
SR.
INFO.
SYS.
ADM.
219
PRC
OFFICE
225
JAN
203
(E)
STAIR
208
MAYOR'S
OFFICE
241
CITY
CLERK
RM
234
EXEC
WASHROOM
231A
STORAGE
231B
3.1 5.1
FILE RM
216
MINI
SUITE
OPEN
OFFICE
243
CORRIDOR
A
200A
COLLAB
LOUNGE
220
A14.4
2
E231
242
E200B.1
E208
E243 E244
E206 220
E216
E210.1
R222
R225 224
E223
E219
E213
E214
E215
E211 E212
E201
E200A
E204
E202
E207
E206A
E231A
E231B
E210
4
E200A.1
M3.4
M3.4
M3.4
M3.4
M3.4M3.4
M3.4 M3.4M3.4M3.4
M9.4
M3.4
E203
M3.4
M3.4
130 SF
ASSISTANT CITY
MANAGER
233
160 SF
CITY CLERK
FILES
235
119 SF
COPY/ MAIL
238
107 SF
COUNCIL OFFICE
242
201 SF
IT SERVER RM.
217
1240 SF
FINANCE
210
94 SF
LACTATION
207A
1356 SF
CITY MANAGER
SUITE
230
457 SF
OPEN AREA
240
111 SF
IT WORK ROOM
218
218
M9.4
FM 200 FIRE
PROTECTION IN
THIS ROOM
241
23
5
E233 E232
E234
E237
E234
A14.4
17
A41.112
6
M9.4
7
7
7
M3.4
M3.4
M8.6
M8.4
M8.4M8.4
M8.6M8.6M8.6
M3.4
8
A
B
N
L
C
L
LL
LG
GGG
G
G
G
G
G
L L
L
L
L
G
LL
L
L
L
G
L L
L
G
N
G
G
F
F
F
F
F
Q
R
1' - 0 1/2"
1' - 0 1/2"
1' - 0 1/2"
S
F
G
10' - 10"15' - 8 3/4"
8' - 6"
9' - 10"
9' - 10"
8' - 6 3/8"
12' - 3 3/4"
8' - 5 5/8"20' - 6 1/8"4' - 5 5/8"
13' - 10 5/8"6' - 7 1/2"
217
MECH
SHAFT
8
M F
R236
HR FILES
236
HR MGR.
237
M3.4
M3.4
M3.4
9
MIN. CLR
1' - 6"
13' - 11"
F.E.
F.
E
.
F.
E
.
F.E.
F.E.
3'
-
6
"
CLR.
12
'
-
2
"
10
10
10
5'
-
9
9
/
1
6
"
13
15
15
15
15 15 15
15 15
15
15
15
15
1515151515
1515
15
15
15
15
1 LAMINATE CLAD MILLWORK WITH SOLID SURFACE COUTERTOP
2 ELEVATED FRAMED FLOOR, 12" ABOVE SLAB, WITH FRAMED STAIRS AND RAMP. FILL
CAVITY WITH UNFACED BATT INSULTATION.
3 EXISTING TO REMAIN AND PROTECT IN PLACE
4 WATERPROOF FLOOR TOPPING ON BALCONY
5 CONVERT EXISTING PARTITION INTO 1-HR RATED ASSEMBLY. EXTEND FRAMING TO
ASSEMBLY ABOVE.
6 WRAP DRAIN AND SUPPLY PIPES UNDER LAVATORIES AND SINKS.
7 RETROFIT EXISTING WALLS FOR NOMINAL 2-HR CONSTRUCTION PER WALL ASSEMBLY M9.
INSTALL NEW TYPE X GYPSUM BOARD, TAPE, ETC. FOR RATED ASSEMBLY. EXTEND
STUDS TO STRUCTURE ABOVE FOR CONT. GYP BD UP TO STRUCT. DECK. WHERE
EXISTING ACCESSIBLE CLEARANCES RESTRICT APPLICATION OF ADDITIONAL GYPSUM
BOARD, APPY 3 LAYERS TO IT ROOM SIDE OF WALL.
8 INSTALL WOOD CAP ON TOP OF EXISTING WOOD CAP TO ACHIEVE 42" GUARD HEIGHT.
WOOD CAP SHALL BE STAIN GRADE MAPLE, STAINED TO MATCH EXISTING.
9 INSTALL GYP CRETE FLOOR OVER SHEATING TO MATCH EXISTING ADJACENT.
10 FULL HEIGHT FRAMING AND GYPSUM BOARD, BOTH SIDES, FOR ACOUSTICAL
SEPARATION.
11 DOOR AUTO OPERATOR BOLLARD
12 DOOR AUTO WALL MTD. PUSH BUTTON
13 NEW BASE CABINET DOORS, MATCH EXISTING, PL-1
14 ADD (1) ADDITIONAL LAYER OF GYPSUM BOARD, COUNCIL CHAMBER SIDE OF WALL, FULL
HEIGHT.
15 INSTALL GYPSUM BOARD TO LOW WALL AND SILL WHERE DEMOLISHED.
NEW METAL STUD WALL PER SHEET A61.2
EXISTING METAL STUD WALL
EXISTING CONCRETE WALL
WALL TYPE ANNOTATIONS, SEE SHEET
A61.2 FOR DETAILS
101 NUMBER INDICATES DOOR PER SCHEDULE,
REFER TO SHEET A52.1
FIRE EXTINGUISHER CABINET PER DET. 2/A68.1
1i
60" MIN. ACCESSIBLE WHEELCHAIR
CLEAR TURNING SPACE
C L R . 6 0 " M I N .
30"X48" MIN. ACCESSIBLE WHEELCHAIR
CLEAR FLOOR SPACE
30"X48"
CLR.
24" WIDE X HEIGHT OF DOOR SIDELITE
1. ALL PARTITION WALLS SHALL BE TYPE M3.4 PER A61.2 UNLESS NOTED OTHERWISE.
2. ALL PARTITION WALLS ARE FULL HEIGHT UNLESS NOTED OTHERWISE.
3. STAIR NOSINGS PROJECTION IS NOT ALTERED AS PART OF THIS PROJECT PER CBC
11B-504.5 EXCEPTION FOR EXISTING BUILDINGS.
4. FINISHES PER FINISH PLAN.
5. ALL DIMENSIONS ARE TO THE FACE OF STUDS, U.N.O.
6. UNLESS NOTED OTHERWISE, ALL WALLS ARE FULL HEIGHT.
7. REFER TO SHEET GEN-4 FOR TYPICAL ACCESSIBILTY REQUIREMENTS AND DIMENSIONS.
8. REFER TO ENLARGED PLANS FOR DIMENSIONS AND CALLOUTS NOT SHOWN HERE.
9. REPAIR/RESTORE GYPSUM BOARD AND FINISH AT LOCATIONS OPENED UP FOR
MECHANICAL, PLUMBING, ELECTRICAL, AND TELECOM WORK.
10. PROVIDE 16 GAUGE BACKING AT CITY SEAL SIGN LOCATION.
A
B
RESTROOM SIGNAGE - WOMEN 6/GEN-4
RESTROOM SIGNAGE - MEN 7/GEN-4
C RESTROOM SIGNAGE - UNISEX 8/GEN-4
D
E
F
RESTROOM SIGN - TYPICAL 1/GEN-4
G
H
J
FIRE ALARM SIGN 16/GEN-4
K
TACTILE EXIT ROUTE SIGN 13/GEN-4
L
ROOM IDENTIFICATION SIGN 12/GEN-4
M
ACCESSIBLE ENTRY SIGN 11/GEN-4
N
SPRINKLER RISER ROOM SIGN 15/GEN-4
TACTILE EXIT SIGN 14/GEN-4
OFFICE RM. IDENTIFICATION SIGN 20/GEN-4
DIRECTIONAL ACCESS SIGN 10/GEN-4
DESCRIPTION SHT.NO.
TACTILE STAIR LEVEL/ FLOOR ID SIGN 4/GEN-4
O OCCUPANT LOAD SIGN 17/GEN-4
P NO SMOKING SIGN 18/GEN-4
Q TOILET ROOM DOOR SIGNAGE - WOMEN 2/GEN-4
R TOILET ROOM DOOR SIGNAGE - MEN 3/GEN-4
S TOILET ROOM DOOR SIGNAGE - G/N 5/GEN-4
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
A11.2
LEVEL 2
IMPROVEMENT
FLOOR PLAN
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
3/16" = 1'-0"1Level 2 -Improvement
FLOOR PLAN IMPROVEMENT NOTES
FLOOR PLAN LEGEND
IMPROVEMENT GENERAL NOTES
SIGNAGE LEGEND
DESCRIPTION DATE
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
242
1'
copier
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
3/16" = 1'-0"
12-12-2022
A11.2.1
LEVEL 2
FURNITURE
COORDINATION
PLAN (FOR
REFERENCE)
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
3/16" = 1'-0"1 Level 2 - Furniture
DESCRIPTION DATE
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
243
8
8
9
PL
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
C
1
B
1
P
1
V
1
B
1 P
1
P
1
V
1
B
1
P
1
P
1
P
1
V
2
B
1
P
1
V
2
B
1
4
6
P
1
V
1
B
1
4
P
2
P
2
P
1
C
1
B
1
P
1
4
4
P
14
P
1
4
P
1
V
1
B
1
AS
1
AS
1
P
1
P
1
T
2
B
2
T
3
T
2
B
2
T
3
7
8
9
10
11
12
1. UNLESS NOTED OTHERWISE, ALL WALLS, PARTITIONS, AND COLUMNS TO BE PAINTED P-1
EGGSHELL FINISH, SEMI-GLOSS AT WET WALLS, PAINTED WOOD AND METAL
4. ALL PRODUCTS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS & RECOMMENDATIONS
6. ALL (E) RESTROOM WALL AND FLOOR TILE TO BE RETAINED, PATCHED, REPAIRED AND CLEANED.
PAINT WALLS AND CEILING P-1, SEMI-GLOSS
GENERAL NOTES:
PLAN NOTES:
1
2
FLOORING:
V-1 VCT FLOORING: TARKETT, VCT II, STEELWORKS CG #522, 12" X 12"
T-1 FLOOR TILE: DALTILE, LINDEN POINT, LP21, GRIGIO, INSTALLED IN A RUNNING BOND PATTERN
12" x 24" WITH 1/16" GROUT JOINTS USING LATICRETE GROUT, STERLING SILVER;
WALL SURFACES:
P-1 GENERAL AREA WALL PAINT: DUNN EDWARDS, COLOR TO BE MILK GLASS DEW358, EGGSHELL
FINISH, SEMI-GLOSS FINISH AT WET AREAS, PAINTED WOOD AND METAL
P-2 ACCENT WALL PAINT: DUNN EDWARDS, COLOR TO BE FROZEN TUNDRA DE5793, EGGSHELL FINISH
T-3 WALL TILE: DALTILE, COLOR STORY WALL, BALANCE 0014, 3" X 6" INSTALLED IN A
RUNNING BOND PATTERN TO A HEIGHT OF 48" MINIMUM USING FULL TILES ONLY WITH 1/16" GROUT:
B-1 GENERAL AREA WALL BASE: TARKETT, 4", COLOR TO BE BEDROCK CG, TA6
MILLWORK:
PL-1 PLASTIC LAMINATE: WILSONART, TAILORED LINEN 4992-38, TEXTURED
3
FINISHES LEGEND & NOTES
V-2 STATIC DISSIPATIVE FLOORING: TARKETT COMMERCIAL FLOORING, STATIC DISSIPATIVE TILE
C-1 CARPET TILE: TO BE BENTLEY CARPET MILLS, ROOT, 410432 GURE,
2. UNLESS NOTED OTHERWISE, ALL WALL BASE TO BE B-1, STRAIGHT BASE AT CARPET,
COVED BASE AT HARD SURFACE FLOORING USING ROLL GOODS ONLY
7. SEE ELEVATIONS FOR INSTALLATION OF BUILT-IN COUNTERS AND CABINETS
3. PROVIDE CONTINUOUS BASE SKIRTING AT LOBBY STAIRS TO MATCH BASE B-1
E-1 EXPOSED AND SEALED EXISTING CONCRETE FLOORING
4
5
BROADLOOM CARPET VERSION OF CARPET TILE C-1
REMOVE EXISTING TILE FLOOR, WALL BASE AND WALLCOVERING. PATCH & REPAIR WALLS TO RECEIVE
NEW STAINED WOOD PANEL WD-1 - SEE ELEVATIONS
SEE ELEVATIONS FOR DESK AND GATE INFORMATION
EXISTING FLOORING AND WALL BASE TO REMAIN. REPAINT WALLS P-1.
SEE ELEVATIONS FOR DESK AND GATE INFORMATION
6 INSTALL CARPET C-2 AT STEPS
LATICRETE GROUT #0100 WHITE. INSTALL COORDINATING COVED BASE TILE B-2 TO MATCH
INSTALL WALLCOVERING ON ALL WALLS OF ROOM, UNLESS NOTED OTHERWISE
VINYL WALLCOVERING: INNOVATIONS IN WALLCOVERING, SAIGON, SAI-014 LIGHT SILVER, 54" WIDE
NEW PAINT. RETAIN FINISH ON EXISTING FREESTANDING COLUMN AND EXISTING WALL SCONCE LIGHTS.
8. EXISTING WINDOWCOVERING TO REMAIN. CLEAN, PATCH AND REPAIR, AS REQUIRED
EXISTING CABINETRY TO REMAIN; CLEAN, PATCH & REPAIR, AS REQUIRED
DEMO ALL EXISTING WALLCOVERING. PATCH & REPAIR WALLS AS
REQUIRED TO RECEIVING NEW WALLCOVERING OR PAINT, AS INDICATED ON DRAWINGS
9.
CLEAN EXISTING ELEVATOR DOORS AND FRAMES AND PAINT P-4.10.
INTERIOR WALL PANELS TO REMAIN
DEMOLISH EXISTING WALL & FLOOR FINISHES, EXCEPT AS INDICATED BY PLAN NOTES. PREPARE FLOOR,5.
AND WALLS, AS REQUIRED, TO RECEIVE NEW FINISHES, AS SPECIFIED
C-2
WC-1
18" X 36", INSTALLED IN A BRICK PATTERN
B-2 RESTROOM WALL BASE: DALTILE, COLOR STORY WALL, BALANCE 0014, 3" X 6" COVED
INSTALLED USING LATICRETE GROUT #0100 WHITE.
ALL PAINTED DOORS AND FRAMES TO BE PAINTED TO MATCH ADJACENT WALL IN A SEMI-GLOSS FINISH11.
GYP. BD. CEILINGS AND SOFFITS TO BE PAINTED P-1, FLAT FINISH
IQ GRANIT SD, 0948 GRANIT GREY, 12" X 12"
FABRIC WRAPPED ACOUSTICAL PANELS FROM 36" AFF TO TOP OF DOOR FRAME. SEE SPECIFICATIONSWC-2
AND ELEVATIONS. FABRIC TO BE GUILFORD OF MAINE, FR-701, COLOR: TO BE SILVER PAPIER 538
PATCH & REPAIR EXISTING ELEVATOR DOOR & FRAME FINISH TO REMAIN; REPAINT TO MATCH (E) IF REQUIRED
B-3 4" WOOD BASE WITH SQUARE PROFILE AND EASED EDGE PAINTED P-1, SEMI-GLOSS
INSTALL TILE PATTERN AS DIAGRAMMED ON PLAN, CENTERING A FULL TILE ON ENTRY DOORS
LINE SHOWN ON PLAN IS APPROXIMATE LOCATION. TRANSITION FROM TILE TO CARPET TO OCCUR AT THE
END OF A FULL TILE
PL-2 PLASTIC LAMINATE: WILSONART, LANDMARK WOOD 7981K-12, SOFTGRAIN FINISH
WD-1 PLAIN SLICED AMERICAN MAPLE VENEER, STAINED TO MATCH ARCHITECT"S SAMPLE
PL-3 PLASTIC LAMINATE: NEVAMAR, COCOA BEAN S2115-T, TEXTURED FINISH
AS-1 COUNTER TO BE FORMICA, EVERFORM, MIRAGE 733. PROVIDE MATCHING 4" SPLASH AT RESTROOMS
DOOR TO RECEIVE SPLIT FINISH. SIDE FACING COUNCIL CHAMBERS TO BE WD-1. SIDE FACING LOBBY TO
MATCH EXISTING PROJECT DOORS TO REMAIN
EXTEND WALLCOVERING WC-1 ABOVE AND BELOW WALLCOVERING WC-2
T-2 FLOOR TILE TO MATCH T-1 EXCEPT CHANGE TILE SIZE TO 12" X 12"
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
A11.2.2
LEVEL 2
FINISHES PLAN
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
3/16" = 1'-0"1Level 2 -Finishes FINISHES LEGEND
DESCRIPTION DATE
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
244
S S
1
2
2
2
2
1
3
TYP.
4 TYP.
5
REMOVE (E) KICKER
6
(E) KICKERS,
TYP.
20
21
21
21
21
20
22
MECHANICAL SHAFT TO
1ST FLOOR, PER FLOOR
PLAN SHEET A11.2
(N) KICKER TO
RESUPPORT (E)
SCREEN , SEE
1
A62.1
5
A62.1
2
A62.1
2
A62.1
2
A62.1
2
A62.1
2
A62.1
4
A62.1
4
A62.1
A62.1
12
TYP
A62.1
12
A62.1
12
TYP
TYP
TYP
TYP
23
TYP
(E) V.I.F.
EQ
(E) V.I.F.
EQ
(E) V.I.F.
EQ
(E) V.I.F.
EQ
EXISTING
EXISTING
V.I.F.
100"
20
A62.1
4
A62.1
(E ) S L O P E
2 %, V .I .F .
(E) SLOPE
2%, V.I.F.
(
E
)
S
L
O
P
E
5
%
,
V
.
I
.
F
.
(E) SLOPE
10%, V.I.F.
(E) SLOPE
3.8%, V.I.F.
(
E
)
S
L
O
P
E
4
.
5
%
,
V
.
I
.
F
.
(E) SLOPE
2%, V.I.F.
23
23
23
24
2424
25 TYP
1 DEMOLISH ROOFING
2 DEMOLISH ROOF DRAINS
3 REMOVE ROOFTOP HVAC EQUIPMENT AND CURBS. SEE MECHANICAL FOR
HVAC UNITS TO BE MODIFIED AND REINSTALLED.
4 EXISTING EQUIPMENT SCREEN TO REMAIN AND PROTECT IN PLACE, U.N.O.
5 EXISTING ROOF HATCH: REMOVE AND REINSTALL, U.N.O.
6 SEE STRUCTURAL FOR EXTENTS OF DECKING REMOVAL FOR ACCESS
TO REINFORCE EXISTING ROOF FRAMING.
20 INSTALL BUILT UP ROOFING, FLASHINGS, ETC. REFER TO SPECIFICATION AND DETAIL
21 INSTALL ROOF DRAINS, REFER TO DETAIL
AND PLUMBING
22 INSTALL ROOFTOP HVAC EQUIPMENT AND CURBS
PER DETAILS, MECHANICAL, AND STRUCTURAL.
23 PROVIDE PARAPET COPING ON EXISTING PARAPET PER DETAILS 4
A62.1
1
A62.1
5
A62.1
6
A62.1
24 EXISTING ROOF SCUPPER TO REMAIN AND PROTECT IN PLACE.
REPLACE SHEET METAL FLASHING AND TIE INTO NEW ROOFING.
25 NEW FLASHING BOOT AT ALL SCREEN BRACE AND POST BASES.
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
A11.8
ROOF -
DEMOLITION &
IMPROVEMENT
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
NORTH
1/8" = 1'-0"1ROOF Plan -Demolition
1/8" = 1'-0"2ROOF Plan -Improvement
ROOF DEMO NOTES
ROOF IMPROVEMENT NOTES
NORTH
DESCRIPTION DATE
NOTE:
CONTRACTOR TO NOTIFY ARCHITECT ANY DISCREPANCIES OR CONFLICT
REGARDING ROOF DRAIN INSTALLATION PRIOR TO START WORKING
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
245
8' - 6"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
OPEN OFFICE
112
10' - 2"
COUNCIL LOBBY
130
G/N RESTROOM
130A
STORAGE
130C
COUNCIL DAIS
131
LOBBY
100
CONFERENCE
ROOM
134
AUDIO VISUAL
132
BROADCAST
CONTROL
133
CORRIDOR
106
VAULT
140
STORAGE
141
(E) BREAK ROOM
107
ELEC. RM
105
CEPW OFFICE
120
CITY ENGINEER
PW
118
CD OFFICE
117
CD OFFICE
116
CD OFFICE
115
FS RISER
112B
CD OFFICE
114
CD OFFICE
113
MPOE
112A
ELEV. EQUIP
110A
CONF.
111
PUBLIC COUNTER
110
CEPW OFFICE
121
CD OFFICE
119
(E) WRR
102
(E) MRR
104
3
4
9' - 0"
9' - 0"
8' - 6"
8' - 6"
9' - 0"9' - 0"
9' - 6"
9' - 0"
9' - 0"
9' - 0"
6
A61.4
17
A62.0
17
A62.0
17
A62.0
2
A61.4
2
A61.4
9' - 0"
17
A62.0
17
A62.0
2
PARKS/REC.
COMM.
222
COLLAB LOUNGE
220
(E) MRR
204
(E) WRR
202
(E) CONF. RM
206(E) STAIR
208
(E) BREAK RM.
207
MINI SUITE OPEN
OFFICE
243
CITY MANAGER
231
FINANCE OFFICE
212CONF.
201
MAYOR'S OFFICE
241
MINI SUITE 1
244
MINI SUITE 2
245
CORRIDOR A
200A
CITY CLERK RM
234
FINANCE OFFICE
213
FINANCE OFFICE
214
STOR.
215
FILE RM
216
PRC OFFICE
225
PRC OFFICE
224
ASSISTANT TO
THE CITY
MANAGER
232
EXEC
WASHROOM
231A
STORAGE
231B
FINANCE OFFICE
211
5
TYP.
9' - 0" (E)
9' - 0"
9' - 0" (E)
9' - 0" (E)
9' - 0" (E)
COUNCIL OFFICE
242
CITY CLERK
FILES
235
COPY/ MAIL
238
MECH.
SHAFT
LACTATION
207A
ASSISTANT CITY
MANAGER
233
SR. INFO. SYS.
ADM.
219
FINANCE
210
IT SERVER RM.
217
PRC OFFICE
223
20
A62.1
10' - 0"
3
A61.4
66
9' - 0"
2
NOTES:
1. GYPSUM BOARD CEILINGS SHALL BE FRAMED WITH METAL STUD JOISTS, U.N.O. SEE SHEET A62.0 FOR
MORE INFORMATION.
2. FOR SUSPENDED ACOUSTICAL CEILING, REFER TO SHEET A62.0 FOR ASSEMBLY DETAILS.
3. FOR SOFFIT DETAILS, SEE SHEET A62.0 FOR ASSEMBLY DETAILS.
4. AT ALL ROOMS WITHOUT CEILINGS (LABELLED AS "EXP" ON PLAN AND/OR ON THE FINISH SCHEDULE),
ALL EXPOSED SURFACES AND ELEMENTS SHALL BE PAINTED, INCLUDING STRUCTURE, DECK ABOVE, AND
ALL UTILITIES INCLUDING PIPING, CONDUITS, DUCTWORK, ETC.
5. PLUMBING, ELECTRICAL, MECHANICAL AND FIRE PROTECTION COMPONENTS
ARE SHOWN FOR REFERNECE AND COORDINATION PURPOSES. REFER TO
PLUMBING, ELECTRICAL, MECHANICAL AND FIRE PROTECTION DRAWINGS
FOR COMPONENT AND SYSTEM QUANTITIES, TYPES AND REQUIREMENTS
6. CENTER LIGHTING FIXTURES BETWEEN OPPOSITE WALLS, U.N.O.
7. ALL DIMENSIONS, NOTES, KEYNOTES AND DETAILS CALLOUTS ARE TYPICAL, U.N.O.
8. SEE SHEET A11.2.1 AND A12.2.2 FOR INTERIOR FINISH LEGEND
9. AT EXPOSED CEILINGS, ALL DUCTS, PIPES AND CONDUITS SHALL RUN PARALLEL OR PERPENDICULAR
TO WALL, AND AS CLOSE TO THE DECK ABOVE AS POSSIBLE.
PROVIDE ESCUTCHEONS FOR CONDUIT/PIPES AT WALLS WHERE EXPOSED.
* REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS OF EMERGENCY LIGHTING.
2' X 4' SUSPENDED CEILING SYSTEM, REFER TO NOTE 2
RECESSED SUPPLY AIR GRILL, SEE MECH. DRAWINGS
RECESSED RETURN AIR GRILL, SEE MECH. DRAWINGS
2X2 LUMINAIRE, SEE ELEC. DRAWINGS*
RECESSED COMPACT FLUORESCENT DOWNLIGHT, SEE ELEC. DRAWINGS*
S S
SPEAKERS, SEE ELECTRICAL DRAWINGS
EXIT SIGNAGE, SEE ELECTRICAL DRAWINGS
SUSPENDED STRIP FLUORESCENT, SEE ELEC. DRAWINGS*
SUSPENDED FLUORESCENT FIXTURE, SEE ELEC. DRAWINGS*
RECESSED EXHAUST AIR GRILL, SEE MECH.
DRAWINGS
2X4 LUMINAIRE, SEE ELEC. DRAWINGS*
GYP. BOARD CEILING, REFER TO NOTE 1
ROOF HATCH ABOVE, REFER TO DET. 7/A62.1
SURFACE MOUNTED FLUORESCENT FIXTURE, SEE ELEC. DRAWINGS*
WALL MOUNTED FLUORESCENT LIGHT FIXTURE, SEE ELEC. DRAWINGS*
WALL MOUNTED FLUORESCENT DOWNLIGHT, SEE ELEC. DRAWINGS*
WALL MOUNTED TO BE 8' - 0" TYP.
WALL MOUNTED FIXTURE AT STAIR, SEE ELEC. DRAWINGS*
DECORATIVE PENDANT MOUNTED FIXTURE, SEE ELEC. DRAWINGS*
2' X 2' SUSPENDED CEILING SYSTEM, REFER TO NOTE 2
TILE AND GRID PER SPECS.
TILE AND GRID PER SPECS.
SUSPENDED CEILING SYSTEMS INSTALLED PER ICC ESR 1222 FOR USG
(BASIS OF DESIGN) - OR APPROVED EQUAL
1 NEW CEILING TILE AT ALL SPACES, BOTH LEVELS. TYPICAL. TILE TYPE PER
SPECS.
2 REMOVE AND REINSTALL METAL CEILING SYSTEM AS REQUIRED FOR LIGHT
FIXTURE REPLACEMENT.
3 AT AREA INDICATED, PROVIDE 2 HOUR CEILING ASSEMBLY CONSISTING OF 4
LAYERS OF GYPSUM BOARD ON BOTTOM SIDE, METAL CHANNEL JOISTS AND 2
LAYERS OF GYPSUM BOARD ON TOP SIDE.
4 AREA OF SPECIAL ACOUSTICAL PERFORMANCE: USE USG GEOMETRIX 2X2
PROFILED DIFFUSION TILE.
5 EXISTING MINI BLINDS TO REMAIN, PROTECT IN PLACE
6 SOLATUBE SKYLIGHT FIXTURE.
A. DEMOLISH ALL CEILING TILE.
B. REMOVE SUSPENDED CEILING GRID AS REQURED FOR
OVERHEAD AND IMPROVEMENT WORK ACCESS. RE-INSTALL
OR INSTALL NEW TO MATCH
C. REMOVE ALL CEILING GRID AS REQURED FOR OVERHEAD AND
IMPROVEMENT WORK ACCESS. RE-INSTALL OR INSTALL NEW
TO MATCH
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
A12.1
LEVEL 1 & 2
IMPROVEMENT
RCP
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
1/8" = 1'-0"1Level 1 -Improvement RCP
1/8" = 1'-0"2Level 2 -Improvement RCP
RCP LEGEND
RCP IMPROVEMENT NOTES
DESCRIPTION DATE
RCP GENERAL NOTES
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
246
UP
UP
UP
B
C
A14.12
3
4
A14.1
5
A14.1
6
5
A61.4
11"
4' - 1 3/8"
11"
2' - 9 1/8"
2' - 6"
13' - 9 1/8"
4"
2' - 6"
2' - 2"
5' - 1 1/2"
4' - 0 1/2"
4' - 1 1/8"
CL
CL
11' - 3 7/8"
11' - 3 7/8"
13' - 11"
13' - 11"
1
A68.2
4' - 2 3/4"
2
A68.2
2
A68.2
2
A68.2
13
A68.2
1' - 5 3/4"
1' - 4 3/8" TYP.
1' - 4 3/8"
TYP.
1' - 5 3/4"
3' - 0"
12' - 4 1/2"8' - 6 7/8"
1' - 0"
3' - 2 3/4"
15
A68.2
15
A68.2
Sim
14
A68.2
M7M7M7M7
M7M7M7M7
M10
M10
M3.4
(E) STL COL.
(E) STL COL.
MG2
MG1
131.1
1' - 11"
5' - 7 7/8"
1' - 0"1' - 0"
20' - 6"
Align
Align
A14.1
7
16' - 11"3' - 6"
5' - 4 1/2"
R 2 0 ' - 0 1 /8 "
A14.1
6 Sim
M10
SEE 15
A41.1
15
A41.1SEE
TYP.
(E) TO
REMAIN,
TYP.
13' - 9 1 /2 "
2 ' - 4 3/8 "
93.00°
KEVLAR SHEATHED WALL AREA PER 1/A61.3
10' - 6 3/8"
3' - 7"
KEVLAR SHEATHED WALL AREA PER 1/A61.3
20' - 5"
3' - 7"
KEVLAR SHEATHED WALL AREA PER 1/A61.3
9' - 6"
WC
1
WC 1
OH
WC 1
14
A61.4
MAX SLOPE 1:12
Level 1
0"
BC
BO Structure
10' -10"
CONT. FRY
REGLET
CORNER
KEY, TYP
DARK
BRONZE
CONT. FRY
REGLET 1/2"
REVEAL
DARK BRONZE
1
A68.2
15
A68.2
CITY SEAL,
ARTWORK AND
SIZE TBD.
CONTRACTOR
TO PROVIDE
BACKING
EQ EQ
7' - 2"
WOOD VENEER,
SEE FINISH
PLAN A11.1.2
FOR MORE
INFO., TYP.
2' - 10"
2' - 10"4' - 4"
SEE RCP
8' - 6"
R 1' - 6"
WD
1
WD
1
PL
3
PL
3
PL
3
SEE FINISH PLAN A11.1.2
FOR MORE INFO., TYP.
PL
3
Level 1
0"
5
A61.4
CITY SEAL, ARTWORK
AND SIZE TBD.
CONTRACTOR TO
PROVIDE BACKING
1' - 0"
PLATFORM BY G.C.
2
A68.2
2' - 10"4' - 4"
3' - 4"
2' - 10"
1
A68.2
PL
3
WD
1
Level 1
0"
2
A68.2 A68.2
1
4' - 4"
3' - 4"
1
A68.2
FLATFORM BY GC
1' - 0"
PL
3
WD
1
Level 1
0"
13
A68.2
2
A68.2
A68.2
15
A68.2
202' - 10"
2' - 10"
3' - 2 3/4"
4' - 4"
WD
1
WD
1
Level 1
0"
2
A68.2
2' - 10"4' - 4"
SEE PLAN
13
A68.2
PL
3
SEE DETAIL 7/-
WC
1
AS
1
20
A68.2
3' HGT GATE PER
SCHEDULE
2X4 WD STUD
2 1/4 X 2 1/4
HSS POST
4' - 5 1/4"
2' - 7"
2 1/4 X 2 1/4
HSS POST
2 1/4 X 2 1/4
HSS POST
WD
1
WD
1
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
A14.1
ENLARGED
PLANS &
ELEVATIONS
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
3/8" = 1'-0"1ENLARGED PLAN -COUNCIL AREA
3/8" = 1'-0"2DAIS FRONT3/8" = 1'-0"3DAIS SIDE
3/8" = 1'-0"4DAIS SIDE 2
3/8" = 1'-0"51 -a
3/8" = 1'-0"62 -a 3/4" = 1'-0"7DETAIL PLAN -PONY WALL AND GATE
DESCRIPTION DATE
NOTE:
SEE FINISH PLAN A11.1.2 FOR MORE INFORMATION
NOTE:
SEE FINISH PLAN A11.1.2 FOR MORE INFORMATION
NOTE:
SEE FINISH PLAN A11.1.2 FOR MORE INFORMATION
NOTE:
SEE FINISH PLAN A11.1.2 FOR MORE INFORMATION
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
247
A14.2
8
131 SF
BROADCAST
CONTROL
133
123 SF
AUDIO VISUAL
132
M3.4
M3.4
3' - 0"
10' - 0"
E133
R132
12
A68.1
10' - 0 5/8"
12' - 9"13' - 6"
12' - 9"
1' - 0"
1' - 0"
3' - 0"
3' - 2 1/4"
3" SQ. TUBE STEEL
POST, W/ STEEL
ANGLE, SEE /12 A68.1
O.F.O.I DESK
A14.2 3
A14.24
A14.2
6
5
A14.2
7
A68.2
8
A68.2
7
12
A68.2
468 SF
PUBLIC COUNTER
110
65 SF
ELEV. EQUIP
110A
119 SF
CONF.
111
780 SF
LOBBY
100
A14.1
7 SIM
11' - 7 3/4"
PL
2
AS
1
20
'
-
1
0
1
9
/
3
2
"
5' - 2"
7"
3' - 0"3'
-
1
1
/
2
"
2' - 0"
6'
-
1
1
"
Level 1
0"
7
A68.2
OPEN OFFICE
112
PUBLIC COUNTER
110
3 1/2"
PL
2
AS
1
Level 1
0"
7
A68.2
OPEN OFFICE
112
3' - 4"
PL
2
AS
1
WI100
4' - 0"
WI253
2' - 0"
WI223
2' - 0"
WI100
4' - 0"
WI224
4' - 0"
WI100
4' - 0"
Level 1
0"
8
A68.2
PUBLIC COUNTER
110
3' - 4"
2' - 10"
A14.1
7 SIMPL
2
AS
1
Level 1
0"
3' - 4"
2' - 10"
7
A68.2
OPEN OFFICE
112
8
A68.2
AS
1
PL
2
3' - 5 7/8"
Level 1
0"
12
A68.1
2' - 6"
13
A68.1
BROADCAST
CONTROL
133
PL
1
P
1
Level 1
0"
12
A68.2
PUBLIC COUNTER
110
WATERFALL EDGE
PL
1
AS
1
NEW METAL STUD WALL PER SHEET A61.2
EXISTING METAL STUD WALL
EXISTING CONCRETE WALL
WALL TYPE ANNOTATIONS, SEE SHEET
A61.2 FOR DETAILS
101 NUMBER INDICATES DOOR PER SCHEDULE,
REFER TO SHEET A52.1
FIRE EXTINGUISHER CABINET PER DET. 2/A68.1
1i
60" MIN. ACCESSIBLE WHEELCHAIR
CLEAR TURNING SPACE
C L R . 6 0 " M I N .
30"X48" MIN. ACCESSIBLE WHEELCHAIR
CLEAR FLOOR SPACE
30"X48"
CLR.
24" WIDE X HEIGHT OF DOOR SIDELITE
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
A14.2
ENLARGED
PLANS &
ELEVATIONS
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
3/8" = 1'-0"1ENLARGED PLANS-AUDIO VISUAL -BROADCAST CONTROL
3/8" = 1'-0"2ENLARGED PLAN-PUBLIC COUNTY
3/8" = 1'-0"3PUBLIC COUNTER FRONT
3/8" = 1'-0"4PUBLIC COUNTER BACK
3/8" = 1'-0"5PUBLIC COUNTER SIDE
3/8" = 1'-0"6PUBLIC COUNTER SIDE BACK
3/8" = 1'-0"8CONTROL ROOM 3/8" = 1'-0"7PUBLIC WORK COUNTER
FLOOR PLAN LEGEND
DESCRIPTION DATE
NOTE:
SEE FINISH PLAN A11.1.2
FOR MORE INFORMATION
NOTE:
SEE FINISH PLAN A11.1.2
FOR MORE INFORMATION
NOTE:
SEE FINISH PLAN A11.1.2 FOR MORE INFORMATION
NOTE:
SEE FINISH PLAN A11.1.2 FOR MORE INFORMATION
NOTE:
SEE FINISH PLAN A11.1.2
FOR MORE INFORMATION
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
248
C3
C3
UP
NEW METAL STUD WALL PER SHEET A61.2
EXISTING METAL STUD WALL
EXISTING CONCRETE WALL
WALL TYPE ANNOTATIONS, SEE SHEET
A61.2 FOR DETAILS
101 NUMBER INDICATES DOOR PER SCHEDULE,
REFER TO SHEET A52.1
FIRE EXTINGUISHER CABINET PER DET. 2/A68.1
1i
60" MIN. ACCESSIBLE WHEELCHAIR
CLEAR TURNING SPACE
C L R . 6 0 " M I N .
30"X48" MIN. ACCESSIBLE WHEELCHAIR
CLEAR FLOOR SPACE
30"X48"
CLR.
24" WIDE X HEIGHT OF DOOR SIDELITE
1 PHENOLIC TOILET PARTITIONS
2 COUNTER TOP WITH UNDERMOUNT SINK BASINS. SEE PLUMBING AND FINISH PLANS.
3 HIGH / LOW DRINKING FOUNTAIN WITH BOTTLE FILLER, SEE 6/GEN-3
4 ADJUST ROUGH IN PLUMBING TO CREATE COMPLIAINT INSTALLATION.
5 INSTALL ROUGH IN PLUMBING TO CREATE COMPLIANT INSTALLATION.
6 WRAP SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS.
7 FRAMELESS MIRROR, WIDTH OF COUNTER, FROM TOP OF COUNTER TO SOFFIT
(APPROX. 48" TALL, VIF. CUT HOLES FOR SCONCE LIGHT FIXTURES.
8 INSTALL FLOOR TILE PER FINISH PLANS
9 INSTALL WALL TILE TO 48" AFF ELEVATION, ALL WALLS. INSTALL TILE "PICTURE
FRAME" AROUND TOP OF (E) RECESSED PAPER TOWEL/TRASH UNIT.
ACCESSORY NOTES LEGEND:
1. INSTALL WASHROOM ACCESSORIES PER COMPLIANCE DETAILS PROVIDED ON SHEET GEN-3
2. REFER TO SPEC. SECTION 10 28 00 FOR ADDITIONAL INFORMATION.
A BOBRICK B-221: SEAT COVER DISPENSER
B BOBRICK B-2888: TOILET PAPER DISPENSER
C BOBRICK B-254: FEMININE PRODUCT DISPOSAL
D KOALA KB200-01SS
E BOBRICK B-5806 SERIES GRAB BARS.
F BOBRICK B-165 MIRROR
G NOT USED
K BRADLEY AUTO ROLL TOWEL DISP. SURACE MTD. GRAY 2494-000000
L ALPINE INDUST. AUTO SURFACE MTD . SOAP DISP. 421-GRY 33 oz
M GLOBAL INDUSTRIAL 23 GAL. SLIM TRASH CAN, GRAY
N BOBRICK B-3944 RECESSED PAPER TOWEL AND WASTE
P BOBRICK B-211 SOAP DISP.
265000 LIGHT FIXTURES, SEE ELECTRICAL
15
A68.1
15
A68.1
CLR.
5' - 0"3' - 0"2' - 6"2' - 7"
17"- 18"
1' - 5"
(E) WRR
102
(E) MRR
104
1
2
E
E
1
B
4
557
7
9
9
C
A
B
C
B
B
A
2
1' - 6"
CL
CL
CL
CL
15
A68.1
1
2
3' - 0"
CLR.
5' - 0"2' - 6"2' - 10 1/8"5' - 6 7/8"
E
E
1
B
4
55
(E) WRR
202
(E) MRR
204
7
7
15
A68.1
9
9
C
A
B
C
B
B
A
2
1' - 6"1' - 6"
7' - 6"
8' - 3"
5' - 7 1/4"
1' - 10 3/4"
A14.4
9
8
3
A
B
C
E
F
M3.4A
M3.4
M3.4
M3.4
M3.4A
COUNCIL LOBBY
130
STORAGE
130C
M6.4
M6.4
+36"
+36"
2' - 0 3/4"
130A
Level 1
0"
4' - 0"
8' - 6"
F A BE
9
A68.1
Level 1
0"
4' - 0"
8' - 6"
B CE
E
6
A41.1 3
A41.1
4
A41.15
5' - 5"
2' - 3"
14' - 0 3/4"
STAIR SECURITY ENCLOSURE WITH
STOREFRONT SYSTEM FROM FLOOR
TO CEILING. DOOR WITH
ELECTRONIC ACCESS CONTROL
(E) ELEVATOR
(E) STAIR
10
0
.
4
A61.4
8
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
A14.4
ENLARGED
PLANS &
ELEVATIONS
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
FLOOR PLAN LEGEND
RESTROOM IMPROVEMENT NOTES
RESTROOM ACCESSORIES
1/4" = 1'-0"1Level 1 -ENLARGED PLAN RESTROOMS IMPROVEMENT
1/4" = 1'-0"2Level 2 -ENLARGED PLAN RESTROOMS IMPROVEMENT
1/4" = 1'-0"10Level 1 -ENLARGED G/N RESTROOM1/4" = 1'-0"9G/N RESTROOM
1/4" = 1'-0"8G/N RESTROOM
3/8" = 1'-0"17LEVEL 2 EXEC. WASHROOM
3/8" = 1'-0"3Level 1 -Improvement -STAIR & ELEV
DESCRIPTION DATE
NOTE:
SEE SHEET GEN-3 FOR ACCESSIBILITY COMPLIANCE CRITERIA
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
249
Level 1
0"
16
A61.4
D
B
A
C
A
A
A
A TYP.
C
E
1010
TYP TYP
24' - 3"
A31.1
4A
4' - 0"
Level 1
0"
Level 2
13' -0"
1
29' - 0"
4' - 0"
A
D
16
A61.4
16
A61.4
D
A
B
A
C
A
C
C
B
(E)
(E)(E)
(E)(E)
(E)
10
TYP
10
TYP
10
2' - 8 1/2"
8
12' - 3 3/4"
8
5' - 0"
(E)(E)(E)
A31.1
5
BBEYOND
Level 1
0"
4
9
A
B
C
D
A
A
D
A
10
TYP
9
105A106B
9
4
Level 1
0"
1
7
6
20
A62.1
C
A
B
D
A
10 TYP
6' - 0"
1 POWER WASH EXTERIOR WALLS, PATCH/ TOUCH-UP AS NEEDED, PREPARE FOR PAINT.
2 REMOVE EXISTING SEALANT, RE-SEAL ALL STOREFRONT WINDOWS
3 REMOVE EXISTING SEALANT, RE-SEAL ALL STOREFRONT WINDOWS
4 INFILL OPENING WITH FRAMED WALL AND SMOOTH CEMENT PLASTER FINISH TO MATCH
EXISTING ADJACENT CONCRETE, PAINT TO MATCH ADJACENT. SEE PLAN FOR MORE INFOMATION
5 STOREFRONT DOOR IN STOREFRONT WALL. MATERIAL AND COLOR MUST BE
MATCH WITH EXISTING STOREFRONT
6 TRASH ENCLOSURE, PAINT TO MATCH BUILDING, COLOR TBD
7 EMERGENCY GENERATOR, EXTERIOR CONC.& CMU WALL TO BE PAINT TO MATCH BUILDING,
COLOR TBD
A PROTECT EXISTING EXPOSED AGGREGATE FINISH
B PAINT BAND COLOR : TBD
C PAINT BAND COLOR : TBD
D PAINT BAND COLOR : TBD
E PAINT STEEL TRELLIS BEAMS COLOR : TBD, SANDED, PREPPED AND DETECT
REPAIRED PRIOR TO PAINTING
8 24" TALL ALUMINUM SIGN LETTERS
9 PLASTER CONTROL JOINTS.
F PAINT STEEL RAILS, DOORS AND MISC. METAL: COLOR : TBD
SANDED, PREPPED AND DETECT REPAIRED AS NECCESSARY
10 TYPICAL ALL BUILDING ENVELOPE GLAZING: A) REMOVE PERIMETER
POLYURETHANE SEALANT AROUND THE STOREFRONT WINDOW PERIMETERS.
(ALUMINUM TO CONCRETE JOINTS). CLEAN SURFACES AND PREP. PER MANUF.
REQUIREMENTS. APPLY DOW CORNING 790 SILICONCE SEALANT, CONT. TYP.
B) CUT BACK EXITING GLAZING GASKETS FLUSH TO ALUMINUM STOREFRONT
FRAMES; WET SEAL WITH DOW CORNING 795 SILICONE.
Level 1
0"
5
B
C
(E)(E)
10TYP
9' - 0" (E) V.I.F.
(E)
2' - 6"
SEE DOOR SCHEDULE
V.I.F.
1' - 10"
(E) V.I.F.
5' - 10 7/8"
(E)
Level 1
0"
T.O. (E)SCREEN
33' -0"
A
A
B
C
C
D
E
(E)(E)(E)
(E)
(E)
(E)
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
A31.1
BUILDING
ELEVATIONS
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
1/8" = 1'-0"4SOUTH 1
1/8" = 1'-0"1EAST
1/8" = 1'-0"3WEST
1/8" = 1'-0"2NORTH
ELEVATION NOTES
1/4" = 1'-0"4ASOUTH INSET
1/8" = 1'-0"5COURTYARD INSET
DESCRIPTION DATE
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
250
STOREFRONT
SYSTEM
2' - 8"11' - 4 3/4"
V.I.F.
9' - 0"
TEMPERED GLASS
2' - 7 1/4"
14' - 0 3/4"
(E) STAIR
GUARDRAIL
FRAMED
WALL TO FILL
SPACE
STOREFRONT
SYSTEM FROM
FLOOR TO CEILING.
DOOR WITH
ELECTRONIC
ACCESS CONTROL
11
A41.1
7' - 0"
9' - 0"
TEMPERED GLASS, TYP.7'
-
0
"
7'
-
0
"
KEVLAR SHEATHED WALL AREA PER 1/A61.3
WD
1
WD
1
CITY SEAL, ARTWORK AND SIZE TBD.
CONTRACTOR TO PROVIDE BACKING
SEE RCP
1' - 0"
FLATFORM BY GC
2' - 10"
1' - 11"
15
A41.1
MONITOR REFER
TO DETAIL 14
A68.1
M8.4 M8.4
3'
-
4
"
3'
-
4
"
1X SOLID MAPLE
SILL CAP, STAINED
1X SOLID MAPLE
SILL CAP, STAINED
15
A41.1
14
A68.1MONITOR, REFER TO DETAIL
M8.4
3'
-
4
"
1X SOLID
MAPLE SILL
CAP, STAINED
COUNCIL
CHAMBER
PUBLIC
131
50"
36"
ACOUSTICAL PANEL
4" WIDE X 3" DEEP SOLID
MAPLE CHAIR RAIL, STAIN
TO MATCH MILLWORK
2' - 6"
1' - 8"
2' - 10"
4"
WI 310
EQ.
2' - 10"
WI 341
EQ
2' - 10"
2'
-
3
"
KNEE SPACE
2' - 6 1/2"
WI101
2' - 0"FP
WI 310
EQ.
2' - 10"
WI 106
4' - 0"FP
FP FP
CONT. SEALANT
FILLET
VERTICAL MULLION
BEYOND
HEADER, SEE
STRUCT'L FOR MORE
INFO., SHEET S-1.3
ALUM. STROREFRONT
HEAD
GLASS PER
ELEVATION
INTERIOREXTERIOR
(E) SUSPENDED
CEILING
PROVIDE #12 GA
VERTICAL HANGERS
ON BOTH SIDES OF
HEADER AS REQ.MAX.
3"
SHIM AS REQ.
B
A
1 1/4" DIA. STANDARD PIPE HANDRAIL,
WELD TO ATTACHMENT BRACKET, PAINT.
RAILING ATTACHMENT BRACKET -PROVIDE @ MAX. 4'-0"
O.C.:
3" DIA. X 1/4" THICK STEEL MOUNTING PLATE W/ 1/2" DIA.
STEEL ROD W/ 2" LONG QUARTER PIPE SHELF, ALL WELDED
CONSTRUCTION, PAINT
(2) 1/4" X 3" LAG BOLTS INTO BLOCKING @ EA.
ATTACHMENT BRACKET
RETURN RAIL ENDS TO WALL
FOR WALL CONSTRUCTION, SEE PLAN
RAILING ATTACHMENT BRACKET, SEE BELOW
1 1/2" CLEAR
1/4" CLEAR
RETURN RAIL ENDS TO WALL
R 2 3 /4 "
6
"
SEE SHEET A61.2 FOR RATED
WALL TYPE INFORMATION
ONE LAYER 5/8" TYPE 'X'
DRYWALL. SEAL AIR TIGHT.
CONSTRUCT OPENING PRIOR
TO INSTALLATION OF FIXTURE
UNFACED INSULATION
ALL AROUND
ACOUSTICAL SEALANT
ALL AROUND PERIMETER
NOTES:
1.RECESSED BOX OVER 4'-4" X 5'-11"
IN DRYWALL
PROVIDE BLOCKINGS AS REQ.
3 5/8"
SEE PLAN
EXISTING STAIR
GUARDRAIL
SEALANT BOTH
SIDES
ALUM. STOREFRONT
SILL, COLOR TBD
(E) 3 5/8" METAL
STUD AT 16"
O.C., V.I.F.
5/8" GYP BD.
SE
E
E
L
E
V
A
T
I
O
N
DE
T
.
3
/
A
4
1
.
1
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
A41.1
INTERIOR
ELEVATIONS
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
13D View 1 -STAIR VESTIBULE
23D View 2 -STAIR VESTIBULE
1/4" = 1'-0"3STAIR SECURITY ENCLOSURE
1/4" = 1'-0"4STAIR SECURITY ENCLOSURE DOOR
1/4" = 1'-0"5Elevation 3 -a
1/4" = 1'-0"6COUNCIL NORTH WALL
1/4" = 1'-0"7COUNCIL EAST WALL
1/4" = 1'-0"8COUNCIL WEST WALL
1/4" = 1'-0"9COUNCIL SOUTH WALL
1/4" = 1'-0"12238 COPY NORTH
3" = 1'-0"11STOREFRONT HEAD AT INTERIOR3" = 1'-0"15TYPICAL HANDRAIL @ WALL
3" = 1'-0"14RECESS DETAIL AT COUNCIL AREA
DESCRIPTION DATE
TEMPERED GLASS
NOTE:
SEE FINISH PLAN A11.1.2
FOR MORE INFORMATION
3" = 1'-0"13STOREFRONT SILL AT (E) GUARDRAIL
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
251
F FLUSH
HE
I
G
H
T
P
E
R
S
C
H
E
D
U
L
E
WIDTH PER SCHED.
PAIR WHERE
OCCURS -
NOTED IN
SCHEDULE
WITH DOUBLE
TAG, I.E. 'G-G''
FG FULL GLASS
HE
I
G
H
T
P
E
R
S
C
H
E
D
U
L
E
WIDTH PER SCHED.
PAIR WHERE
OCCURS - NOTED
IN SCHEDULE
WITH DOUBLE
TAG, I.E. 'FG-FG''
TEMPERED
GLASS
@ RATED DOORS
54
"
M
A
X
.
1'
-
0
"
2' - 0"6"
L LOUVER
HE
I
G
H
T
P
E
R
S
C
H
E
D
U
L
E
WIDTH PER SCHED.
PAIR WHERE
OCCURS - NOTED
IN SCHEDULE
WITH DOUBLE
TAG, I.E. 'L-L'
1'
-
0
"
DOOR LOUVER,
SEE
MECHANICAL
FOR SIZES
G HALF GLASS
WIDTH PER SCHED.
HEIGHT PER SCHEDULE
PAIR WHERE
OCCURS - NOTED
IN SCHEDULE
WITH DOUBLE
TAG, I.E. 'G-G''
6"
3'
-
0
"
2' - 0"6"
43
"
M
A
X
WIDTH PER SCHED.
HE
I
G
H
T
P
E
R
S
C
H
E
D
U
L
E
N NARROW LITE PAIR WHERE
OCCURS - NOTED
IN SCHEDULE
WITH DOUBLE
TAG, I.E.'N-N'
DO
O
R
OP
E
N
I
N
G
1/2" TYP.
1/2" MIN.
5/8"
2"
V.I.F VARIES V.I.F.
(E) WALL
(E) JAMB/HEAD FRAMING
HOLLOW METAL OR
ALUMINUM FRAME, SEE
SCHEDULE
ACOUSTICAL SEAL AS
REQ'D. - REFER TO DOOR
SCHED. AND SPECS.
NEW/ RELOCATED DOOR
PER SCHEDULE, U.N.O
WALL TYPE
VARIES PER
SNAP IN STEEL
ANCHOR AT JAMB
(E) ACOUSTICAL INSULATION
AT INT. WALLS, TYP.
D
SET IN MASTIC
AT EXTERIOR
ALUMINIUM THRESHOLD
REFER TO HARDWARE
SCHEDULE
A
EXTERIOR FLOOR FINISH,
1/4"
VCT / CONC. WHERE OCCURS
PER FINISH SCHEDULE
ROPPE TILE CARPET REDUCER,
SLOPE 2:1 MAX.
CARPET WHERE OCCURS
E
VCT WHERE OCCURS
PER FINISH SCHEDULE
ROPPE TRANSITION STRIP
VCT / CONC. WHERE OCCURS
PER FINISH SCHEDULE
1/2" MAX.
1/4"
BEVELED 2:1,
MAX., TYP.
BOTH SIDES 1/4"
1/2" MAX.
C
RESILIENT FLOORING
PER FINISH SCHEDULE
ROPPE REDUCER STRIP AS
REQUIRED TO ACCOMODATE
FLOORING THICKNESS
CONCRETE/VCT
1/4"
3/8"
FINISH FLOOR
BEVELED 2:1
MAX., TYP.
G
VCT / CONC. WHERE OCCURS,
PER FINISH SCHEDULE
CERAMIC TILE
FINISH FLOOR
SCHLUTER-SCHIENE
AE-100 OR AS REQUIRED
TO ACCOMODATE TILE
THICKNESSWHERE OCCURS
(E)
TILE REDUCER,
SLOPE 2:1 MAX.
3/8"
H
CARPET WHERE OCCURS
PER FINISH SCHEDULE
ROPPE TRANSITION STRIP
SLOPE 2:1 MAX.
CARPET WHERE OCCURS
1/2" MAX.
1/4"
J
CERAMIC TILE
CERAMIC TILE
FINISH FLOOR
WHERE OCCURS
(E)
3/8"
SCHLUTER-SCHIENE
AE-100 OR AS REQUIRED
TO ACCOMODATE TILE
THICKNESS
EXISTING TILT-UP
CONC. PANEL
NEW/ RELOCATED DOOR
PER SCHEDULE AND
PLANS, U.N.O
NOTES:
SEE SHEETS
GEN-4 FOR
REQUIRED
DISABLED
ACCESS
DOOR
CLEARANCES
INTERIOREXTERIOR
DO
O
R
O
P
E
N
I
N
G
CONT. SEALANT AND
BACKER ROD, TYP.
SHIM AS REQUIRED
SEALANT
COLOR COATED
SHEET MTL. DRIP
FLASHING
EXISTING TILT-UP
CONC. PANEL
NEW/ RELOCATED DOOR
PER SCHEDULE AND
PLANS, U.N.O
NOTES:
SEE SHEETS
GEN-4 FOR
REQUIRED
DISABLED
ACCESS
DOOR
CLEARANCES
INTERIOREXTERIOR
DO
O
R
O
P
E
N
I
N
G
CONT. SEALANT AND
BACKER ROD, TYP.
SHIM WHERE
OCCURS
SEALANT
EXISTING SHEET MTL.
DRIP FLASHING
1 15/16" VARIES 1 15/16"
FRAME AND TRIM BEYOND
DOOR PER
SCHEDULE
ALUMINUM DOOR DRIP WITH WEATHERSTRIP
ALUMINUM DOOR THRESHOLD FASTENED
WITH EXPANDING METAL ANCHORS, SET IN
TWO CONTINUOUS BEDS OF NEOGARD
URETHANE SEALANT
24 GA. STAINLESS STEEL SILL PAN, FULLY SOLDERED
WATERTIGHT AND SET IN FULL BED OF SEALANT
(E) SLAB ON GRADE, V.I.F, SEE
CIVIL FOR MORE INFO. (FLUSH
WITH F.F. AT ENTRY DOORS)
FINISH FLOOR
SET
THRESHOLD IN
SEALANT
SEAL DOOR
JAMB &
THRESHOLD TO
BACK DAM
FLOOR
FINISH PER
PLAN
INSTALL SILL PAN IN A
CONTINUOUS BED OF SEALANT
OVER FFSAM. DRILL AND PUMP
ANCHOR WITH SEALANT INTO
(E) SLAB.
(E) PLANTER TO BE
REMOVED AND
PROVIDE CONC. SLAB
LANDING AS REQ.
SLOPE 2%
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
A52.1
DOOR
SCHEDULE &
DETAILS
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
DOOR SCHEDULE
NUMBER WIDTH HEIGHT
DOOR FRAME DETAILS HARDWARE
FIRE RATING REMARKSTYPE MATERIAL FINISH MATERIAL FINISH HEAD DETAIL
TRANS
OM JAMB 1 JAMB 2 THRESHOLD GROUP PH
Level 1
100.4 3' - 0" 7' - 0" FG AL/GL AL AL AL 8/A61.4 8/A61.4 N/A 04
105 3' - 0" 7' - 0" F 07
105A 3' - 0" 7' - 0" F HM PT HM PT 4/A52.1 5/A52.1 03
106 3' - 0" 7' - 0" F SCW STA AL AC 2/A52.1 2/A52.1 2/A52.1 05 7
106B 3' - 0" 7' - 0" N HM PT HM PT 4/A52.1 5/A52.1 02 7
112A 3' - 0" 7' - 0" F SCW STA AL AC 2/A52.1 2/A52.1 2/A52.1 06 7
112B 3' - 0" 7' - 0" F SCW STA AL AC 2/A52.1 2/A52.1 2/A52.1 08
113 3' - 0" 7' - 0" F SCW STA AL AC 2/A52.1 2/A52.1 2/A52.1 14
114 3' - 0" 7' - 0" F SCW STA AL AC 2/A52.1 2/A52.1 SIDELITE 14
115 3' - 0" 7' - 0" F 2/A52.1 2/A52.1 23
116 3' - 0" 7' - 0" F SCW STA AL AC 2/A52.1 2/A52.1 SIDELITE 14
130.1 6' - 0" 7' - 0" F-F SCW STA AL PT 2/A52.1 2/A52.1 2/A52.1 17
130.2 3' - 0" 7' - 0" FG AL/GL PT AL PT 3/A52.1 5/A52.1 01 7
130A 3' - 0" 7' - 0" F SCW STA AL AC 2/A52.1 2/A52.1 2/A52.1 18
130C 3' - 0" 7' - 0" F SCW PT AL AC 2/A52.1 2/A52.1 2/A52.1 09
131.1 3' - 0" 7' - 0" F SCW STA AL AC 2/A52.1 2/A52.1 2/A52.1 05 7
131.2 3' - 0" 7' - 0" F SCW STA AL AC 2/A52.1 2/A52.1 2/A52.1 16
131.3 3' - 0" 7' - 0" F SCW STA AL AC 2/A52.1 2/A52.1 2/A52.1 05 7
134 3' - 0" 7' - 0" F SCW STA AL AC 2/A52.1 2/A52.1 2/A52.1 14
140 3' - 0" 7' - 0" F SCW STA HM PT 2/A52.1 2/A52.1 2/A52.1 11 90
141 3' - 0" 7' - 0" F SCW STA HM PT 2/A52.1 2/A52.1 2/A52.1 12 45
E100 6' - 0" 7' - 0" FG-FG 5/A52.1 20 2, 5, 6
E100.5 3' - 0" 7' - 0" F 26 2, 5
E102 3' - 0" 7' - 0" F 1/A52.1 30 (E) TO REMAIN
E103 3' - 0" 7' - 0" F 30 8
E104 3' - 0" 7' - 0" F 30
E107 3' - 0" 7' - 0" F 30 (E) TO REMAIN
E107.1 3' - 0" 7' - 0" F 30 (E) TO REMAIN
E110 6' - 0" 7' - 0" F-F 24 2, 5, 6
E110A 3' - 0" 7' - 0" F 30 (E) TO REMAIN
E133 3' - 0" 7' - 0" F 30 (E) TO REMAIN
E141.1 3' - 0" 7' - 0" F 5/A52.1 21 (E) TO REMAIN
EG1 9' - 4" 6' - 0" GATE N/A EXISTING TRASH YARD GATE
MG1 3' - 0" 3' - 4" F SCW STA WD STAIN N/A 7/A14.1 7/A14.1 N/A 19 MILLWORK GATE
MG2 3' - 0" 3' - 4" F SCW STA WD STAIN N/A 7/A14.1 7/A14.1 19 MILLWORK GATE
MG3 3' - 0" 3' - 4" N SCW STA WD STAIN N/A 7/A14.1 SIM 7/A14.1 SIM 32 MILLWORK GATE, 7
R106.1 3' - 0" 7' - 0" N 2/A52.1 28 3,4,5 (E) TO BE REMOVED /RELOCATED PER PLAN
R108 3' - 0" 7' - 0" F 2/A52.1 25 3, 5 (E) TO BE REMOVED /RELOCATED PER PLAN
R111 3' - 0" 7' - 0" F 2/A52.1 2/A52.1 22 3, 4, 5, 7 (E) TO BE REMOVED /RELOCATED PER PLAN
R111.1 3' - 0" 7' - 0" F 2/A52.1 2/A52.1 2/A52.1 27 3, 5 (E) TO BE REMOVED /RELOCATED PER PLAN
R117 3' - 0" 7' - 0" F 2/A52.1 2/A52.1 30 3 (E) TO BE REMOVED /RELOCATED PER PLAN
R118 3' - 0" 7' - 0" F 2/A52.1 2/A52.1 2/A52.1 30 3 (E) TO BE REMOVED /RELOCATED PER PLAN
R119 3' - 0" 7' - 0" F 2/A52.1 2/A52.1 30 3 (E) TO BE REMOVED /RELOCATED PER PLAN
R120 3' - 0" 7' - 0" F 2/A52.1 2/A52.1 30 3, 4 (E) TO BE REMOVED /RELOCATED PER PLAN
R121 3' - 0" 7' - 0" F 2/A52.1 2/A52.1 30 3 (E) TO BE REMOVED /RELOCATED PER PLAN
R132 3' - 0" 7' - 0" F 2/A52.1 2/A52.1 2/A52.1 22 3, 5, 7 (E) TO BE REMOVED /RELOCATED PER PLAN
YG1 4' - 0" 5' - 8" GATE STEEL GALV STEEL GALV 8/A61.5 33 TRASH YARD EXPANSION GATE
YG2 4' - 0" 5' - 8" GATE STEEL GALV STEEL GALV 8/A61.5 33 YARD SINGLE GATE
YG3 4' - 0" 5' - 8" GATE STEEL GALV STEEL GALV 8/A61.5 33 YARD SINGLE GATE
YG4 6' - 0" 6' - 0" GATE STEEL GALV STEEL GALV 8/A61.5 PER DETAIL TRASH YARD EXPANSION GATE
Level 2
217 3' - 0" 7' - 0" F 13
218 3' - 0" 7' - 0" F SCW STA AL AC 2/A52.1 2/A52.1 14
220 3' - 0" 7' - 0" F 2/A52.1 2/A52.1 2/A52.1 30 3
224 3' - 0" 7' - 0" F 2/A52.1 2/A52.1 2/A52.1 30 3
235 3' - 0" 7' - 0" F SCW STA AL AC 2/A52.1 2/A52.1 2/A52.1 10
241 3' - 0" 7' - 0" F SCW STA AL AC 2/A52.1 2/A52.1 2/A52.1 14
242 3' - 0" 7' - 0" F SCW STA AL AC 2/A52.1 2/A52.1 2/A52.1 30 3
E200A 3' - 0" 8' - 0" N-S 1/A52.1 30 (E) TO REMAIN
E200A.1 3' - 0" 7' - 0" J 30 (E) TO REMAIN
E200B.1 3' - 0" 7' - 0" N 30 (E) TO REMAIN
E201 6' - 0" 7' - 0" F-F 31 (E) TO REMAIN
E202 3' - 0" 7' - 0" F 30 (E) TO REMAIN
E203 3' - 0" 7' - 0" F 30 (E) TO REMAIN, 8
E204 3' - 0" 7' - 0" F 30 (E) TO REMAIN
E206 3' - 0" 7' - 0" F 30 (E) TO REMAIN
E206A 3' - 0" 7' - 0" F 29 CHANGE TO PRIVACY LOCK
E207 6' - 0" 7' - 0" F-F 31 (E) TO REMAIN
E208 3' - 0" 7' - 0" F 30 (E) TO REMAIN
E210 6' - 0" 7' - 0" FG-FG 31 (E) TO REMAIN
E210.1 3' - 0" 7' - 0" F 30 (E) TO REMAIN
E211 3' - 0" 7' - 0" F 30 (E) TO REMAIN
E212 3' - 0" 7' - 0" F 22 5, 7
E213 3' - 0" 8' - 0" N-S 30 (E) TO REMAIN
E214 3' - 0" 8' - 0" N-S 30 (E) TO REMAIN
E215 3' - 0" 7' - 0" F 30 (E) TO REMAIN
E216 3' - 0" 7' - 0" F 30 (E) TO REMAIN
E219 3' - 0" 7' - 0" F 30 (E) TO REMAIN
E223 3' - 0" 7' - 0" F 30 (E) TO REMAIN
E231 3' - 0" 8' - 0" N-S 30 (E) TO REMAIN
E231A 3' - 0" 7' - 0" F 30 (E) TO REMAIN
E231B 3' - 0" 7' - 0" F 30 (E) TO BE REMOVED /RELOCATED PER PLAN
E232 3' - 0" 7' - 0" F 2/A52.1 30
E233 3' - 0" 7' - 0" F 2/A52.1 30
E234 3' - 0" 7' - 0" F 2/A52.1 30
E236 3' - 0" 7' - 0" F 2/A52.1 30
E237 3' - 0" 7' - 0" F 2/A52.1 30
E243 3' - 0" 7' - 0" F 30 (E) TO REMAIN
E244 3' - 0" 7' - 0" F 30 (E) TO REMAIN
R222 3' - 0" 7' - 0" F SCW STA AL AC 2/A52.1 2/A52.1 SIDELITE 30
R225 3' - 0" 7' - 0" F 2/A52.1 2/A52.1 2/A52.1 30 3
R236 3' - 0" 7' - 0" F 2/A52.1 30
DOOR LEGEND
AL - ALUMINUM
AC - ANODIZED CLEAR
BZ - ANODIZED BRONZE
CC - CONCEALED CLOSER
CLR - CLEAR
FC - FLOOR CLOSER
FF - FACTORY FINISH
FLFD - FUSIBLE LINK FIRE DAMPER
FP - FIELD PAINT
FPFP - FACTORY PRIMED, FIELD PAINTED
FRA - FIRE RATED ASSEMBLY
FS - FIELD STAINED
GA - GALVANIZED
GL - GLASS OR GLAZING
GS - GALVANIZED STEEL
HM - HOLLOW METAL
KY - FLUOROPOLYMER FINISH (SEE SPECS)
LVR - LOUVER
MF - MILL FINISH
MR - MIRRORED GLASS
MAG - MAGNETIC HOLD OPEN
P - PAINTED (FOR EXISTING FRAMES - PAINT SHALL INCLUDE
PREP AND REPAIR OF EXISTING FRAME, TYPICAL)A\
PG - PAINT GRADE
PH - PANIC HARDWARE
PR - PAIR
SCW - SOLID CORE WOOD, STAIN GRADE
STA - TRANSARENT STAINED COATING
SMC - SURFACE MOUNTED CLOSER
ST - STEEL
SS - STAINLESS STEEL
TEMP - TEMPERED
1. LETTER "P" FOLLOWING DOOR TYPE LETTER IN SCHEDULE INDICATES A PAIR OF DOORS.
SCHEDULED DIMENSION IS TOTAL FRAME OPENING. BOTH DOOR LEAVES ARE THE SAME SIZE
UNLESS OTHERWISE NOTED.
2. LETTER "X" FOLLOWING DOOR TYPE LETTER IN SCHEDULE INDICATES A FIXED PANEL
ABOVE DOOR LEAF. DOOR LEAF IS TO BE 7'-0" HIGH. SCHEDULED DIMENSION IS HEIGHT OF
ACTIVE DOOR LEAF PLUS FIXED PANEL. FIXED PANEL SHALL BE OF SAME MATERIAL,
CONSTRUCTION, THICKNESS, AS FINISH AS ACTIVE DOOR AND PROVIDED BY THE SAME
MANUFACTURER AS DOOR.
3. LOUVERS IN FIRE-RATED DOOR ASSEMBLIES TO BE FLFD (FUSIBLE LINK FIRE DAMPER),
LOUVERS IN EXTERIOR DOORS TO BE VANDAL-PROOF SECURITY TYPE.
4. GLAZING, ALL GLAZING PANELS IN FIRE-RATED DOOR ASSEMBLIES TO BE RATED GLASS.
ALL OTHER GLAZING PANELS IN DOORS TO BE TEMPERED GLASS UNLESS OTHERWISE NOTED.
5. ALL DOORS NOTED AS 1-HOUR, AND 1 1/2-HOUR FIRE-RATED ASSEMBLIES SHALL MEET THE
ADDITIONAL REQUIREMENTS OF MAXIMUM 450 F TEMPERATURE RISE ABOVE AMBIENT AFTER
30 MINUTES OF THE FIRE TEST. (CBC SEC. 1005.3.3.5 AND 1005.3.4.4).
6. THICKNESS: ALL DOORS TO BE 1 3/4" THICK UNLESS OTHERWISE NOTED.
7. ALL EXTERIOR DOORS TO HAVE WEATHERSTRIPPING ALL SIDES PER TITLE 24, SECTION
T20-1451-1542.
8. ALL WOOD DOORS TO BE SOLID-CORE TYPE.
9. EXIT DOORS SERVING 50 OR MORE OCCUPANTS SHALL OPEN IN THE DIRECTION OF EXIT.
10. EVERY EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR
ANY SPECIAL KNOWLEDGE OR EFFORT. ANY SPECIAL LOCKING DEVICES SHALL BE OF THE
APPROVED TYPE. CBC CHAPTER 33 AND UFC SECTION 12,104(B).
11. DOOR HARDWARE SHALL COMPLY WITH THE FOLLOWING PER CBC 11B-404.2.7
1. OPERABLE BY A SIMPLE EFFORT, NOT GRASPING WRIST MOVEMENT (LEVERS, PANIC
DEVICES, OR PULLS).
2. 5-LB CLOSURE PRESSURE AT INTERIOR DOORS.
3. 5-LB CLOSURE PRESSURE AT EXTERIOR DOORS.
4. 5-LB CLOSURE PRESSURE AT FIRE DOORS.
5. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR
MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE
AUTHORITY, NOT TO EXCEED 15 POUNDS.
12. ALL DOORS INDICATED AS FIRE-RATED ASSEMBLIES TO HAVE CLOSURES AND SMOKE
SEALS.
13. ON DOORS IN ALUMINUM FRAMES, PROVIDE ARMORED STRIKE ON JAMB OF ALUMINUM
FRAME.
14. EXIT DOORS SHALL HAVE A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE
DOOR STATING, "THIS DOOR TO REMAINED UNLOCKED DURING BUSINESS HOURS." THE SIGN
SHALL HAVE 1" HIGH LETTERS ON A CONTRASTING BACKGROUND. THE LOCKING DEVICE
MUST BE OF A TYPE THAT WILL BE READILY DISTINGUISHABLE AS LOCKED.
15. DOORS SHALL BE A MINUMUM OF 36" WIDE X 80" HIGH WITH NO SINGLE LEAF EXCEEDING
4'-0" IN WIDTH.
16. BOTTOM 10" OF DOOR TO HAVE SMOOTH UNINTERUPTED SURFACE FOR OPENING BY
WHEELCHAIR FOOT REST.
17. CENTER OF HARDWARE TO BE 30" TO 40" ABOVE FLOOR. LATCHING AND LOCKING DOOR
TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER OR PUSH-PULL TYPE HARDWARE.
18. PROVIDE DOOR SYMBOLS ON DOORWAYS LEADING TO SANITARY FACILITIES (SEE TOILET
ROOM DOOR SIGNAGE). CENTER SYMBOLS ON DOORS AT 60" HEIGHT, AND FINISH IN COLOR
CONTRASTING TO THAT OF THE DOOR.
19. THRESHOLDS SHALL BE 1/2" HIGH MAXIMUM WITH A 2:1 DEGREE BEVELED EDGE.
20. THRESHOLD HEIGHT BETWEEN 1/4" AND 1/2" SHALL BE BEVELED AT MAZIMUM 50% SLOPE.
21. ALL EXTERIOR DOOR SHALL HAVE PERIMETER DOOR SOUND SEAL/GASKET.
22. EACH DOOR IN A MEANS OF EGRESS FROM A GROUP A, OR ASSEMBLY AREA NOT
CLASSIFIED AS AN ASSEMBLY OCCUPANCY, HAVING AN OCCUPANT LOAD OF 50 OR MORE
SHALL NOT BE PROVIDED WITH A LATCH OR LOCK UNLESS IT IS PANIC HARDWARE OR FIRE
EXIT HARDWARE. BUILDING CODE 1008.1.10 FIRE CODE 1008.1.10
DOOR GENERAL NOTES
DOOR NOTES LEGEND
COMMENTS:
DOOR COMMENTS LEGEND
1. PROVIDE ELECTRONIC HOLD-OPENS FOR EACH LEAF W/ CONNECTION TO FIRE ALARM.
2. EXISTING DOOR TO REMAIN. PROTECT IN PLACE.
3. RELOCATED DOOR. DOOR LEAF, HARDWARE, AND FRAME/SIDELITE.
4. NEW FRAME WITH 24" SIDELITE
5. RECEIVES NEW LOCK HARDWARE
6. RECEIVES NEW PANIC PUSH BAR HARDWARE
7. CARD READER ELECTRONIC ACCESS CONTROL
8. NEW LOCK CYLINDER FOR NEW KEYING SYSTEM
3" = 1'-0"2H.M. FRAME HEAD & JAMB AT INT.3" = 1'-0"1TYPICAL THRESHOLD DETAILS3" = 1'-0"3EXTERIOR STOREFRONT HEAD/ JAMB3" = 1'-0"4EXTERIOR DOOR HEAD/ JAMB
3" = 1'-0"5DOOR THRESHOLD AT (E) SLAB ON GRADE
DESCRIPTION DATE
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
252
INTERIOR FINISH PER FINISH SCHEDULE
STUD
SIZE
OVERALL
WALL
SIZE
DIM. POINT ON
PLANS (U.N.O.)
ACOUSTICAL BATT INSULATION, TYP.
(1) LAYER 5/8" TYPE "X" GYP. BD. EACH SIDE
WHERE INDICATED WITH 'A' SUFFIX PROVIDE
QUIET ROCK 530 GYPSUM BOARD, BOTH SIDES.
UTILIZE QUIET ROCK SEALANTS.
SEE 09 21 00 2.2_E_11
METAL STUDS - SIZE PER WALL TYPE
REFER TO THE FOLLOWING
CONFORM WITH REQUIREMENTS
1. 2019 CBC TABLE NO. 721.1,ITEM 15.2.3
2. UL DES U465
3. PENETRATIONS TO CONFORM TO UL
SYSTEM NOS. WL, WWS & WWD SERIES AS
APPLICABLE.
INTERIOR FINISH PER FINISH SCHEDULE
STUD
SIZE
OVERALL
WALL SIZE
DIM. POINT ON
PLANS (U.N.O.)
ACOUSTICAL BATT INSULATION AT
INTERIOR ALL WALLS, TYPICAL
THROUGH -WALL PENETRATIONS
SEE NOTE BELOW.
(1) LAYER 5/8" TYPE "X" GYP. BD. EACH SIDE,
OR
(1) LAYER 5/8" CEMENTITIOUS BACKER BOARD
WHERE TILE OCCURS PER FINISH SCHEDULE &
INTERIOR ELEVATIONS
STUD
SIZE
OVERALL
WALL
THICKNESS
DIM. POINT
ON PLANS
(U.N.O.)
LATEX PORTLAND CEMENT
MORTAR BOND COAT
PAPERLESS GYPSUM
BOARD TILE BACKER
CERAMIC WALL TILE
ACOUSTICAL BATT INSULATION
5/8" TYPE X GYP BD.
TYPE "B":
BACKERBOARD & TILE
BOTH SIDES
METAL STUDS - SIZE PER WALL TYPE
5/8" TYPE "X" EXTERIOR GYPSUM SHEATHING
THERMAL BATT INSULATION - TYP. R-19
EXTERIOR SIDE
WEATHER BARRIER, SEE SPECS
STUD
SIZE
OVERALL
WALL SIZE
DIM. POINT
ON PLANS
(U.N.O.)
ADDITIONAL INTERIOR FINISH (IF ANY)
SEE FINISH SCHEDULE
PORTLAND CEMENT PLASTER
SELF-FURRING PAPER BACKED LATHE O/ WEATHER
BARRIER (LATHE ATTACHED DIRECTLY TO STUDS
BEHIND)
REFER TO THE FOLLOWING and CONFORM WITH
REQUIREMENTS:
1. 2019 CBC TABLE 721.1, ITEM 15-2.3
2. USG PLASTER SYSTEMS REFERENCE SA920,SA700 and
SPECIFICATIONS.
5/8" TYPE "X" GYPSUM BOARD
(OR TILE BACKER BOARD WHERE TILE OCCURS)
DIM. POINT ON
PLANS (U.N.O.)
(1) LAYER 5/8" TYPE "X" GYPSUM BOARD U.N.O. IN
WALL TPYE COMMENTS
INTERIOR FINISH PER FINISH
PLAN/ SCHEDULE
C.H. STUDS, 2 1/2" WIDE x 1 1/2" DEEP, 25 GA
@ 24" O.C.
ACOUSTICAL BATT INSULATION
1" GYPSUM SHAFT LINER. VERTICAL EDGES INSERTED IN
"H" SHAPED SECTION OF C-H STUDS. FREE EDGE OF
END PANELS ATTACHED TO LONG LEG OF "J" RUNNERS
W/ 1 5/8" LONG TYPE 'S' HEAD SCREWS SPACED NOT
GREATER THAN 12" O.C.
SHAFT SIDE
WALL DESIGN CRITERIA & TEST DATA:
REFER TO THE FOLLOWING & COMPLY W/
REQUIREMENTS OR PROVIDE EQUIVALENT
TEST ASSEMBLY FIRE RATING
UL U415 ONE HOUR
UL U469 ONE HOUR
SIZE
STUD
THICKNESS
WALL
ACOUSTICAL BATT INSULATION
2-1/2" X 25 GA. MET STUD
BRACING (HORIZ. AND
DIAGONAL) @ EACH STUD
AT 48"O.C. MAX.
VERTICALLY.
LATEX PORTLAND CEMENT
MORTAR BOND COAT
CERAMIC WALL TILE
PAPERLESS GYPSUM BOARD
TILE BACKER
5/8" TYPE "X" GYPSUM BOARD
OVERALL
WALL SIZE
STUD SIZE STUD SIZEVARIES
INTERIOR FINISH PER FINISH PLAN/
SCHEDULE
PRIMARY WALL (SHOWN DASHED)
SEE PLANS
CLG. PER PLAN
6"
AIR GAP
1/2" MIN.
(1) LAYER 5/8" TYPE "X" GYP. BD. EACH
SIDE, OR AS NOTED IN WALL TYPE
COMMENTS.
STUD
SIZE
OVERALL
WALL
SIZE
DIM. POINT ON
PLANS (U.N.O.)
SEE PLAN
FOR WALL
TYPE.
PRIMARY
WALL
TOP TRACK CONNECTION
BRIDGING @ 4'-0" O.C. VERTICALLY
2.1F-PH
NUMBER INDICATES WALL TYPE SEE SCHEDULE ABOVE
("W" INDICATES WOOD STUDS, "M" INDICATES METAL STUDS)
"F" INDICATES FINISH SIDE ONLY.
"PH" INDICATES PARTIAL HEIGHT WALL
(ALL WALLS FULL HEIGHT UNLESS NOTED AS "PH")
REFER TO THE FOLLOWING
CONFORM WITH REQUIREMENTS
1. 2019 CBC TABLE NO. 721.1,ITEM 15.2.4
2. GA DESIGN WP 1616 OR EQUIVALENT
3. PENETRATIONS TO CONFORM TO UL
SYSTEM NOS. WL, WWS & WWD SERIES AS
APPLICABLE.
INTERIOR FINISH PER FINISH SCHEDULE
STUD
SIZE
OVERALL
WALL SIZE
DIM. POINT ON
PLANS (U.N.O.)
ACOUSTICAL BATT INSULATION AT
INTERIOR ALL WALLS, TYPICAL
THROUGH -WALL PENETRATIONS
SEE NOTE BELOW.
(2) LAYER 5/8" TYPE "X" GYP. BD. EACH SIDE,
INTERIOR FINISH PER FINISH SCHEDULE
STUD
SIZE
OVERALL
WALL
SIZE
DIM. POINT ON
PLANS (U.N.O.)
ACOUSTICAL BATT INSULATION, TYP. U.N.O.
(1) LAYER 5/8" TYPE "X" GYP. BD. EACH SIDE,
METAL STUDS - SIZE PER WALL TYPE
KEVLAR PANEL
FLOOR TO 8'-0" AFF UNLESS NOTED
OTHERWISE
LEVEL 3 PROTECTION, 7/16" THICK
5
A61.4BALLISTIC RESISTANT WALL, SEE DETAIL
FOR ELEVATION OF WALL
@ PAVING
2" MIN.
(E) CONC. SLAB
(N) 8"W x 6" H CURB
6" BOTTOM TRACK
SEE STRUCT'L FOR
TYPE OF CONNECTION
METAL STUD INFILL WALL
SEE PLAN AND A61.2 FOR
TYPE OF WALL
EXT. SHEATHING
7/8" STUCCO O/
PAPER BACKED
METAL LATH, O/
WEATHER
MEMBRANE. COLOR
FINISH COAT. PAINT
TO MATCH ADJACENT.
STUCCO WEEP
SCREED
DRILL AND EPOXY
REBAR DOWEL
SOIL
4" MIN.
(N) CONT. REBAR
INTERIOR FINISH PER
FINISH SCHEDULE
STUD
SIZE
OVERALL
WALL
SIZE
DIM. POINT ON
PLANS (U.N.O.)
ACOUSTICAL BATT
INSULATION, TYP. U.N.O.
(1) LAYER 5/8" TYPE "X"
GYP. BD.
METAL STUDS - SIZE
PER WALL TYPE
KEVLAR PANEL
FLOOR TO 8'-0" AFF UNLESS
NOTED OTHERWISE LEVEL 3
PROTECTION, 7/16" THICK
7/8" HAT CHANNEL
FURRING 20 GA.AT 16"
O.C., SHOT PIN TO (E)
CONC. AT 16" O.C. AT
EXT. WALL
(1) LAYER 5/8" TYPE "X"
GYP. BD. WHERE NOT
PART OF A FURRING
WALL
(1) LAYER 1/2" GYP BD
AT PORTIONS OF WALL
WHERE KEVLAR DOES
NOT OCCUR.
3" = 1'-0"3INTERIOR WALL (M3)
3" = 1'-0"41-HR WALL (M4)
3" = 1'-0"5TILE WALL (M5)
3" = 1'-0"1EXT. PLASTER WALL (M1)
3" = 1'-0"8SHAFT WALL (M8)
3" = 1'-0"6PLUMBING WALL (M6)
3" = 1'-0"7FURRING WALL (M7)
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
A61.2
DETAILS - WALL
TYPES
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
WALL TYPE GENERAL NOTES
WALL TYPE SCHEDULE
M1.6 6"16" O.C. 8 1/4" 1 / -
M4.4
M4.6
3 5/8"
6"
16" O.C. 4 7/8" 4 / -
16" O.C. 7 1/4" 4 / -
M6.6 3 5/8"6 / -
M3.4 3 5/8" 16" O.C. 4 7/8" 3 / -
16" O.C.1' - 7"
M3.6 6"16" O.C. 7 1//4" 3 / -
M5.4B 16" O.C. 5 7/8" 5 / -
M5.6 16" O.C. 7 3/4" 5 / -
TILE BOTH SIDES
M5.4 16" O.C. 5 3/8" 5 / -
M5.6B 16" O.C. 8 1/4" 5 / -TILE BOTH SIDES
M6.6B 6"6 / -16" O.C. 1' - 8"TILE BOTH SIDES
WALL
TYPE
STUD
SIZE
STUD
SPACING
OVERALL
WALL THK DETAIL COMMENTS
M1 EXTERIOR WALL - PLASTER
WALL
TYPE
STUD
SIZE
STUD
SPACING
OVERALL
WALL THK DETAIL COMMENTS
M3 INTERIOR PARTITION
WALL
TYPE
STUD
SIZE
STUD
SPACING
OVERALL
WALL THK DETAIL COMMENTS
M4 1-HR WALL
WALL
TYPE
STUD
SIZE
STUD
SPACING
OVERALL
WALL THK DETAIL COMMENTS
M5 TILE WALL
WALL
TYPE
STUD
SIZE
STUD
SPACING
OVERALL
WALL THK DETAIL COMMENTS
M6 PLUMBING WALL
3 5/8"
6"
6"
3 5/8"
M7.4 3 5/8"7 / -16" O.C.4 1/4"
M7.6 6"7 / -16" O.C. 6 5/8"TILE BOTH SIDES
WALL
TYPE
STUD
SIZE
STUD
SPACING
OVERALL
WALL THK DETAIL COMMENTS
M7 FURRING WALL
M8.6 6" CH 8 / -24" O.C. 6 5/8"
WALL
TYPE
STUD
SIZE
STUD
SPACING
OVERALL
WALL THK DETAIL COMMENTS
M8 SHAFT WALL
WALL TYPE SYMBOL LEGEND
M4.9 3 5/8" 16" O.C. 6 5/8" 4 / -
WALL
TYPE
STUD
SIZE
STUD
SPACING
OVERALL
WALL THK DETAIL COMMENTS
M9 2-HR WALL
M9.4 3 5/8" 16" O.C. 6 5/8" 9 / -
3" = 1'-0"92-HR WALL (M9)
3" = 1'-0"2INTERIOR WALL (M10)
WALL
TYPE
STUD
SIZE
STUD
SPACING
OVERALL
WALL THK DETAIL COMMENTS
M10 BALLISTIC RESISTANT WALL
M10.4 3 5/8" 16" O.C. 6 5/8"
M7.3 2 1/2"7 / -16" O.C.3 1/8"
1) AT CONTRACTOR'S DISCRETION, NON-TYPE X GYPSUM BOARD
(STANDARD) MAY BE USED AT NON-RATED WALL CONDITIONS.
2) REFER TO PENETRATION FIRE STOP AND OTHER RELATED DETAILS ON
SHEET A61.4
3) PUTTY PADS SHALL BE PROVIDED AT ALL BACK BOXES, SEE DETAIL
19/A61.4.
DESCRIPTION DATE
1 1/2" = 1'-0"10TYPICAL CURB DET. AT EXT. INFILL WALL
12 / -
A SUFFIX INDICATES ACOUST.
GYP. BD
3" = 1'-0"12M10
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
253
ACOUSTICAL CEILING PER RCP
PER RCP
SEE A12.1
5/8" GYP. BD PER RCP
MTL STUD HANGER W/5/8" GYP BRD;
ANCHOR STUD TO CEILING JST & STL
DECK PER 12/S1.7 AND BRACE AT 32" MAX.
O.C.
REFER TO
6" x 16 GA. METAL STUD
6" x 16 GA. CONT. TRACK
W/ (2) #10 SMS EACH
FLANGE EACH STUD
CONT 16 GA TRACK W/ (2) #
10 x 1" SMS EA FLANGE EA
STUD, AND (2) #10 x 1" SMS
@ 16" TO JOISTS BELOW
6"
12 GA.HANGER
WIRE, SEE
NOTES #1, 2 & 16
16 GA PRE-COAT WHITE
BREAK METAL CONTINUOUS
W/SHOT PIN TO (E)
CONCRETE @ 24" O.C.
LAY-IN CEILING PANEL
WHERE OCCURS, REFER TO
CEILING PLAN
MAIN RUNNER- POP RIVET TO
PERIMETER ANGLE AT
STARTER WALL ONLY; COLOR
TO MATCH GRID
6" MAX
EXISTING TILT-UP
CONC. PANEL
OR 1/4 OF LENGTH
OF RUNNER
( WHICHEVER IS
LESS)
(E) STOREFRONT
3"
12 GA.HANGER
WIRE, SEE
NOTES #1, 2 & 16
16 GA. MIN. CONTINUOUS PRE-COAT
WHITE BREAK METAL SHOT PIN TO
(E) CONCRETE @ 24" O.C.
LAY-IN CEILING PANEL
REFER TO CEILING PLAN
MAIN RUNNER- POP RIVET TO
PERIMETER ANGLE AT
STARTER WALL ONLY; COLOR
TO MATCH GRID
3/4"
8"
EXISTING TILT-UP
CONC. PANEL
OR 1/4 OF LENGTH
OF RUNNER
( WHICHEVER IS
LESS)
MAX.
2"
3/4"
(E) STOREFRONT
FIN. CLG.
PER PLANS
WALL TYPE PER
PLAN
16 GA. BACKING
CHANNEL, TYP
#10 AT 12" O.C.
FIN. CLG.
PER PLANS
WALL TYPE PER
PLAN
16 GA. BACKING
CHANNEL, TYP
#10 AT 12" O.C.
CONT. FIRE SEALANT
3 LAYERS 5/8" TYPE "X" GYP BD
2 LAYERS 5/8" TYPE "X" GYP BD
6" METAL STUD JOISTS AT 16" O.C., SEE
STRUCTURAL FOR MORE INFO
TO EXISTING STRUCTURE, PROVIDE
BLOCKING AS NECESSARY, V.I.F.
Level 1
0"
BC
KEVLAR SHEATHED
WALL AREAS
20' - 5"
7' - 0"
2' - 0"
9' - 6"10' - 6 1/2"
6' - 6"
10' - 2"
8' - 6"
3' - 7"3' - 7"
6' - 6"
2' - 0"
1' - 0"
FLATFORM BY GC
14
A61.4
ALUMINUM DOOR
W/ WIDE STILE
SEALANT AND
BACKER ROD
ALUMINUM CURTAIN
WALL MULLION
(2.5"x5.0")
TYP. CONT BREAK
METAL BACKER
1/8" THICK ALUMINUM
COLUMN COVER
#10 x 1 1/4" SMS @ 16"
O.C. INTO 3 5/8"
DOUBLE METAL STUD,
SEE STRUCT'L FOR
MORE INFO., S-1.3
5"
5"
TYP. CONT.
NEOPRENE GASKET
AT MULLION
METAL STUD WALL
PER PLAN
(E) STOREFRONT
MULLION
CORNER BEAD
1/4"
1/4" ALUMINUM LETTERS WITH 1"
STANDOFFS, MAX. WEIGHT
20 LBS MAX., SEE ELEVATION FOR
LETTERS MOUNTING HEIGHT.
FOND AND COLOR TBD.
THREADED STUDS THROUGH
PRE-DRILLED WALL HOLES -
SECURE WITH
CONSTRUCTION GRADE
ADHESIVE FOR METAL, PER
SIGNAGE MANUF.
(4) 3/8" DIA. x 6" PIN
MOUNTING HARDWARE PER
LETTER
LETTER HEIGHT
2' - 0".
SEAL ALL PENETRATIONS
WITH SILICONE SEALANT,
TYP.
NOTE:
DO NOT PENETRATE JOINERY.
LOCATE PENETRATIONS
ACCORDINGLY
CONCRETE WALL
EXISTING TILT-UP
CONC. PANEL
(E) WINDOW
INTERIOREXTERIOR
INTERIOR FINISH PER
FINISH SCHEDULE
STUD
SIZE
OVERALL
WALL
SIZE
DIM. POINT ON
PLANS (U.N.O.)
ACOUSTICAL BATT
INSULATION, TYP. U.N.O.
(1) LAYER 5/8" TYPE "X"
GYP. BD.
METAL STUDS - SIZE
PER WALL TYPE
KEVLAR PANEL
FLOOR TO 8'-0" AFF UNLESS
NOTED OTHERWISE LEVEL 3
PROTECTION, 7/16" THICK
5
A61.4
BALLISTIC RESISTANT
WALL, SEE DETAIL
FOR ELEVATION OF
WALL
ACRYLIC ENAMEL PAINT
ON THE INSIDE OF (E)
GLAZING, COLOR TBD
SEE SPEC.
7/8" HAT CHANNEL
FURRING 20 GA.AT 16"
O.C., SHOT PIN TO (E)
CONC. AT 16" O.C.
6"
EXISTING TILT-UP
CONC. PANEL
INTERIOREXTERIOR
REMOVE (E)
SEALANT AND
PROVDE (N) PER
NOTE 10/A31.1
(E) ALUM.
STOREFRONT SILL
V.I.F.
2'- 6" FROM (E) F.F.
BULLNOSE MOLDING
3 5/8" METAL
STUD AT 16" O.C.
5/8" GYP BD.
BOTTOM TRACK W/
HILTI 0.157"Ø
X-U SHOT PIN AT 24"
O.C. W/ 2" EMBED
FILL AROUND SLEEVE WITH
DRYWALL FIRECODE COMPOUND
TAPE AND SAND TO FORM A
COMPLETE SEAL TO DRYWALL
METAL SLEEVE PER UL LISTING,
PROVIDED BY TRADE OF PENETRATING
ITEM
PROVIDE SEALANT AS REQUIRED .
SEALANT SHALL NOT DIMINISH FIRE
SAFING EFFECT FOR RATING
REQUIRED.
FILL ANNULAR JOINT WITH FIRE SAFING
PER UL LISTING / MANUFACTURER'S
REQUIREMENTS FOR FIRE RATING
REQUIRED PER PLANS. FIRE SAFING
SHALL BE COMPATIBLE WITH
SURROUNDING AND PENETRATING
MATERIALS.
INSULATION AS REQUIREDNOTES:
1. PROVIDE BLOCKING AS REQUIRED PER PENETRATIONS.
2. INTERRUPT INSULATION OUTSIDE PIPES AND DUCTS AT PENETRATIONS.
3. AS FAR AS POSSIBLE, SEPARATE PIPES, DUCTS, AND CONDUITS SO THEY
CAN BE TREATED INDIVIDUALLY AS ABOVE.
4. 1- HOUR WALL GRAPHICALLY SHOWN, 2-HOUR SIMILAR BUT WITH WALL
TYPE PER UL 2 HR ASSEMBLIES
ALL RESILIENTLY-SUPPORTED PIPES, DUCTS OR CONDUITS
AND RIGIDLY-SUPPORTED PIPES, DUCTS OR CONDUITS OVER 2
INCHES IN DIAMETER THRU DRYWALL WALLS
VE
R
I
F
Y
W
/
U
L
L
I
S
T
I
N
G
/
M
A
N
U
F
.
1/
2
"
M
I
N
,
1
"
M
A
X
.
UL W-L-1056 OR APPROVED EQUAL
HILTI PUTTY PAD OR
EQUAL WRAPPED OVER
OUTLET
GYPSUM WALL BOARD
METAL STUD, PER PLAN
PUTTY PAD TESTED IN ACCORDANCE
WITH UL 263 AND CLASSIFIED FOR UP TO
2-HOUR WALL OPENING PROTECTIVE
MATERIAL FOR USE WITH BOTH METALLIC
AND NONMETALLIC OUTLET OR SWITCH
BOXES.
THRU GYPSUM BOARD OR CONCRETE CONSTRUCTION
NOTES:
1. PROVIDE BLOCKING OR LINTEL AS REQUIRED ABOVE PENETRATIONS.
2. INTERRUPT INSULATION OUTSIDE PIPES AND DUCT AT PENETRATIONS.
3. DUCTS NOT TO BE GROUPED.
MULTIPLE PIPES OR CONDUITS THRU DRYWALL OR PLASTER,
CONCRETE, FLOOR SIMILAR.
PROVIDE ACOUSTICAL SEALANT
AS REQUIRED PER PLANS.
SEALANT SHALL NOT DIMINISH
FIRE SAFING EFFECT FOR RATING
REQUIRED.
FILL AROUND PENETRATING ITEM WITH
DRYWALL FIRECODE COMPOUND TAPE
AND SAND TO FORM A COMPLETE SEAL
TO DRYWALL
PENETRATING ELEMENTS SEPARATED
PER MANUFACTURER'S
REQUIREMENTSMI
N
I
M
I
Z
E
METAL SLEEVE PROVIDED BY
TRADE OF PENETRATING ITEM
GROUT ALL AROUND SLEEVE TO
FORM A COMPLETE SEAL TO
MASONRY
FILL ANNULAR JOINT WITH FIRE
SAFING PER MANUFACTURE'S
REQUIREMENTS FOR FIRE RATING
REQUIRED PER PLANS. FIRE SAFING
SHALL BE COMPATIBLE WITH
SURROUNDING AND PENETRATING
MATERIALS.
NOTES:
1. PROVIDE BLOCKING AS REQUIRED ABOVE PENETRATIONS.
2. INTERRUPT INSULATION OUTSIDE PIPES AND DUCT AT PENETRATIONS.
3. AS FAR AS POSSIBLE, SEPARATE PIPES, DUCTS, AND CONDUITS SO THEY
CAN BE TREATED INDIVIDUALLY AS ABOVE.
4. 1-HOUR WALL GRAPHICALLY SHOWN, 2-HOUR SIMILAR BUT WITH 2 HR UL
LISTED WALL ASSEMBLY WALL
RIGIDLY-SUPPORTED PIPE OR CONDUIT 2 INCHES OR LESS IN
DIAMETER THRU DRYWALL OR PLASTER WALLS, FLOORS SIMILAR
INSULATION AS REQUIRED
SEALANT PER UL LISTING
W-L-1054 W-L-1001 OR
APPROVED EQUAL
PENETRANT PER UL LISTING
RATED WALL ASSEMBLY PER PLAN
AND UL LISTING OR C.B.C. 720
UTILIZE ACOUSTICAL
ASSEMBLY DETAIL AT
DEMISING WALL
GYP CRETE O/ PLYWOOD, NON-
RATED ASSEMBLY
FIRE STOP SYSTEM PER UL LISTING
METALLIC THROUGH PENETRANT
FOR ACOUSTIC SEPARATION
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
A61.4
DETAILS
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
3" = 1'-0"2CEILING SOFFIT-LAY IN ACT
DESCRIPTION DATE
3" = 1'-0"3CEILING AT (E) CONC. WALL
3" = 1'-0"4CEILING PERIMETER AT CONC. WALL
3" = 1'-0"6VAULT CEILING
3/8" = 1'-0"5BALLISTIC RESISTANT WALL BEHIND DAIS
3" = 1'-0"8ALUMINUM COVER AT INTERIOR COLUMN1 1/2" = 1'-0"12TYPICAL WALL AT STOREFRONT3" = 1'-0"16WALL MOUNTED SIGN
3" = 1'-0"14EXT. WINDOW AT KEVLAR PANEL
3" = 1'-0"1(E) SILL AT FURRED WALL
3" = 1'-0"20THROUGH PENETRATION ACOUSTICAL
1 1/2" = 1'-0"19PUTTY PAD
3" = 1'-0"18MULTIPLE PIPE PENETRATON THRU
3" = 1'-0"17THROUGH PENETRATION (2" MAX.)
3" = 1'-0"11TYPICAL THROUGH PENETRATION FLOOR
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
254
4"x4"x3/8" TUBE STEEL POSTS @
EA. JAMB W/ 1/2" THICK STEEL
PLATE @ TOP
ANGLE 1/4"x4"x4"- 4" @ 24" O.C.
VERT. DRILL AND EPOXY W/ 1/2"
DIA. ALL THREADED ROD
SIMPSON SET XP IAPMO ER 0265
4 1/2" EMBED
STL. HINGES WELDED TO JAMB
GORILLA HINGE
DARTS 14-14X1 1/2 SELF
DRILLING SCREWS W/
NEOPRENE WASHERS
(ESR 1408) @ MIN 12" O.C.
TYP. @ GATE FRAME
CORRUGATED METAL EQUAL TO.
AEP HR-36 ROOFING WITH ZINC
GRAY COLOR FINISH
3x3x3/ 16 ANGLE, CONT.
FULLY WELDED FRAME
TUBE STEEL - 3"X3"X3/8"
PLAN VIEWNOTE: ALL GATE MATERIALS AND
POSTS SHALL BE SHOP GALVANIZED
AND PAINTED.
EDGE OF METAL ROOF DECK TO
ALIGN W/ OUTSIDE EDGE OF 3X3
TUBE TYP.
EXISTING
8
A61.5
8
A61.5
PAINT STEEL CANOPY, AND
COLUMNS , COLOR TBD
6' - 0"
PAINT PLASTER
MATCH BUILDING,
COLOR TBD
DEMO EXISING AND
INSTALL NEW GUTTER
AND DOWNSPOUT
NEW GUTTER AND
DOWNSPOUT
6' - 4"
2 1/4"2"6' - 8"
6"x6" CONC. CURB
BELOW
TS 4X4X1/4 POST
PER STRUCT'L
STEEL ROOF
DECK ABOVE
4" CONC. SLAB W/
#4 AT 18" E.W.,
BELOW
STEEL BEAM PER
STRUCT'L
(E) WALL
SHEET METAL
GUTTER WITH
DOWNSPOUT,
COLOR TBD
L3X3X1/4
TYP
GORILLA HINGE, 1,000
LB RATED
HSS4X4X3/8
5/8" SLIDE BOLT WITH
PADLOCK HASP
HSS4X4X3/8
5/8" CANE BOLT
3/4" STD PIPE SLEEVE
2'
-
0
"
2'
-
0
"
2'
-
0
"
SET IN 16" DIA X 48"
FOOTING AT JAMB ADJ. TO
EXISTING
TYP ANCHORSTYP ANCHORS
METAL DECKING
METAL DECKING
HSS 3X2X3/16"
HSS 10X2 3/16
HSS 3X2X3/16"
GORILLA HINGE
KEADEX BOX
L3X3X1/4
TYP
2'
-
0
"
2'
-
0
"
2'
-
0
"
TYP ANCHORS
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
A61.5
DETAILS
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
DESCRIPTION DATE
1 1/2" = 1'-0"8STEEL GATE
1/4" = 1'-0"2ENCLOSURE ELEVATION
1/2" = 1'-0"3GENERATOR & TRASH ENCL. FRAMING
3/4" = 1'-0"17GATE-DOUBLE ELEV
3/4" = 1'-0"15GATE-SINGLE
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
255
CEILING SUSPENSION GRID
#12 GA VERTICAL
HANGER WIRE @ 4'-0"
O.C. CONNECTION TO
STRUCTURE PER
DETAIL
AIR DIFFUSER
DUCT WORK ABOVE
CEILING. DO NOT ATTACH
TO CEILING OR CEILING TO
DUCTWORK.
AIR DIFFUSER W/ (2) 12 GA
HANGER WIRES @
ALTERNATE CORNERS TO
THE STRUCTURE ABOVE.
FIXTURE 56# OR LESS -
(2) SLACK 12GA. @
ALTERNATE CORNERS
TO THE STRUCTURE
ABOVE.
FIXTURES 75# OR
MORE - (4) TAUT 12 GA.
WIRES
4'4 FIXTURES - (4) 12 GA
SLACK WIRES
PROVIDE 4-
ATTACHMENTS PER
FIXTURE TO CEILING GRID
(#8SMS, MINIMUM)
9
A62.0
SUSPENDED LAY-IN CEILING NOTES:
PER ICC ESR 1222 FOR USG (BASIS OF DESIGN) - OR APPROVED EQUAL
(FOR CEILING SYSTEMS WHOSE TOTAL WEIGHT, INCLUDING AIR CONDITIONING/HEATING GRILLS
AND LIGHT FIXTURES, DOES NOT EXCEED 4 PSF)
1. #12 GA. (MIN.) HANGER WIRES SHALL BE 0.106 INCHES IN DIAMETER CONFORMING TO ASTM
A641. #12 GAGE WIRE SHALL BE SOFT ANNEALED, GALVANIZED STEEL WIRE WITH CLASS 1
COATING.
2. #12 GAGE HANGER WIRES MAY BE USED FOR UP TO AND INCLUDING 4'-0" X 4'-0" GRID SPACING
AND SHALL BE ATTACHED TO MAIN RUNNERS.
3. PROVIDE 12 GA. HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN 8"
FROM THE SUPPORT OR WITHIN 1/4 OF THE LENGTH OF THE END TEE, WHICHEVER IS LEAST, FOR
THE PERIMETER OF THE CEILING AREA. PERIMETER WIRES ARE NOT REQUIRED WHEN THE
LENGTH OF THE END TEE IS EIGHT (8) INCHES OR LESS.
4. PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO
TYPICAL HANGER SPACING. PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REQUIRED
AT ALL CEILING BREAKS, SOFFITS, OR DISCONTINUOUS AREAS. HANGER WIRES THAT ARE MORE
THAN 1 (HORIZONTAL) IN 6 (VERTICAL) OUT OF PLUMB ARE TO HAVE COUNTER-SLOPING WIRES.
5. CEILING GRID MEMBERS SHALL BE ATTACHED TO TWO (2) ADJACENT WALLS PER ASTM E580
SECTION 5.2.3. CEILING GRID MEMBERS SHALL BE AT LEAST 3/4" CLEAR OF OTHER WALLS. IF
WALLS RUN DIAGONALLY TO CEILING GRID MEMBERS, ONE END OF MAIN AND CROSS RUNNERS
SHALL BE FREE, AND A MINIMUM OF 3/4" CLEAR OF WALL.
6. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2
INCHES.
7. AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT
CONNECTED TO THE ADJACENT WALL, PROVIDE INTERCONNECTION BETWEEN RUNNERS AT THE
FREE END TO PREVENT LATERAL SPREADING. A METAL STRUT OR A 16 GA WIRE WITH A POSITIVE
MECHANICAL CONNECTION TO THE RUNNER MAY BE USED. WHERE THE PERPENDICULAR
DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER IS 8" OR LESS, THIS INTERLOCK IS
NOT REQUIRED.
8. EXPANSION JOINTS SHALL BE PROVIDED IN THE CEILING AT INTERSECTIONS OF CORRIDORS
AND AT JUNCTIONS OF CORRIDORS WITH LOBBIES OR OTHER SIMILAR AREAS.
9. PROVIDE BRACING ASSEMBLIES CONSISTING OF A COMPRESSION STRUCT AND FOUR (4) #12
GA. SPLAYED BRACING WIRES ORIENTED 90° FROM EACH OTHER.
10. THE SPACING OF THE BRACING ASSEMBLIES SHALL BE AT 12'-0" X 12'-0" ON CENTER (PER DSA
REQUIREMENTS FOR SCHOOL BUILDINGS PER IR 25-2.13). PROVIDE BRACING ASSEMBLIES AT
LOCATIONS NOT MORE THAN 6'-0" FROM EACH PERIMETER WALL AND AT THE EDGE OF VERTICAL
CEILING OFFSETS. THE MAXIMUM SLENDERNESS RATIO (kL/R) OF THE COMPRESSION STRUT IS 200
OR LESS.
LATERAL FOCE BRACING ASSEMBLIES SHALL BE SPACED PER TABLE 1 FOR ALL VALUES OF THE
COMPONENT IMPORTANCE FACTOR (IP) OF THE CEILING (PER DSA REQUIREMENTS FOR SCHOOL
BUILDINGS PER IR 25-2.13). WHERE, AS DEFINED IN ASCE 7-10, SEC.13.3.1:
z= HEIGHT IN STRUCTURE OF POINT ATTACHMENT OF CEILING WITH RESPECT TO THE BASE.
h= AVERAGE ROOF HEIGHT OF THE STRUCTURE WITH RESPECT TO THE BASE.
PROVIDE BRACING ASSEMBLIES AT LOCATIONS NOT MORE THAN 6'-0" FROM EACH PERIMETER
WALL AND AT THE EDGE OF VERTICAL CEILING OFFSETS. THE MAXIMUM SLENDERNESS RATIO
(kL/R) OF THE COMPRESSION STRUT IS 200 OR LESS.
11. THE SLOPE OF BRACING WIRES SHALL NOT EXCEED 45 DEGREES FROM THE PLANE OF THE
CEILING AND WIRES SHALL BE TAUT. SPLICES IN WIRES ARE NOT PERMITTED WITHOUT SPECIAL
DSA APPROVAL.
12. COMPRESSION STRUTS SHALL NOT BE MORE THAN 1 (HORIZONTAL) IN 6 (VERTICAL) OUT OF
PLUMB.
13. SUSPENDED ACOUSICTAL CEILING SYSTEMS WITH A CEILING AREA OF 144 SQUARE FEET OR
LESS, AND FIRE RATED SUSPENDED ACOUSTICAL CEILING SYSTEMS WITH A CEILING AREA OF 96
SQUARE FEET OR LESS, SURROUNDED BY WALLS WHICH CONNECT DIRECTLY TO THE STRUCTURE
ABOVE OR WALLS INDEPENDENTLY BRACED ABOVE CEILING TO STRUCTURE ABOVE, DO NOT
REQUIRE BRACING ASSEMBLIES WHEN ATTACHED TO TWO ADJACENT WALLS.
14. FOR CEILING AREAS EXCEEDING 2500 SQUARE FEET A SEISMIC SEPARATION JOINT SHALL BE
PROVIDED TO DIVIDE THE CEILING INTO AREAS NOT EXCEEDING 2500 SQUARE FEET.
15. PENETRATIONS THROUGH THE CEILING FOR SPRINKLER HEADS AND OTHER SIMILAR DEVICES
THAT ARE NOT INTEGRALLY TIRED TO THE CEILING SYSTEM IN THE LATERAL DIRECTION SHALL
HAVE A (2) INCH OVERSIZED RING, SLEEVE OR ADAPTER TO ALLOW FREE MOVEMENT OF (1) INCH
IN ALL HORIZONTAL DIRECTIONS.
16. FASTEN #12 HANGER WIRES WITH NOT LESS THAN THREE (3) TIGHT TURNS. FASTEN #12
BRACING WIRES WITH FOUR (4) TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF
1-1/2 INCHES. HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE SHOULD BE INSTALLED
IN SUCH A MANNER THAT THE DIRECTION OF THE ANCHOR ALIGNS AS CLOSELY AS POSSIBLE WITH
THE DIRECTION OF THE WIRE.
NOTE: WIRE TURNS MADE BY MACHINE WHERE BOTH STRANDS HAVE BEEN DEFORMED OR BENT
IN WRAPPING CAN WAIVE THE 1-1/2" REQUIREMENT, BUT THE NUMBER OF TURNS SHOULD BE
MAINTAINED, AND BE AS TIGHT AS POSSIBLE.
17. SEPARATE ALL CEILING HANGING AND BRACING WIRES AT LEAST SIX (6) INCHES FROM ALL
UNBRACED DUCTS, PIPES, CONDUIT, ETC.
18. WHEN DRILL-IN CONCRETE ANCHORS OR SHOT-IN ANCHORS ARE USED IN REINFORCED
CONCRETE FOR HANGER WIRES, 1 OUT OF 10 MUST BE FIELD TESTED FOR 200 POUNDS OF
TENSION. WHEN DRILLED-IN CONCRETE ANCHORS ARE USED FOR BRACING WIRES, 1 OUT OF 2
MUST BE FIELD TESTED FOR 440 LBS. OF TENSION. SHOT-IN ANCHORS IN CONCRETE ARE NOT
PERMITTED FOR BRACING WIRES.
NOTE: DRILLED-IN OR SHOT-IN ANCHORS REQUIRE SPECIAL DSA APPROVAL PRIOR TO USE IN
PRESTRESSED CONCRETE.
19. ATTACH ALL LIGHT FIXTURES AND CEILING MOUNTED AIR TERMINALS TO THE CEILING GRID
RUNNERS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES. SCREWS
OR APPROVED FASTENERS ARE REQUIRED (USE TWO #8 SELF-TAPPING TEK SCREWS AT EACH
END, OR APPROVED EQUAL).
20. FLUSH OR RECESSED LIGHT FIXTURES, WEIGHT LESS THAN 56 LBS, AND MECHANICAL
TERMINALS AND SERVICES WIEGHT LESS THAN 20 LBS., MAY BE SUPPORTED DIRECTLY ON THE
RUNNERS OF A HEAVY DUTY GRID SYSTEM BUT, IN ADDITION, THEY MUST HAVE A MINIMUM OF
TWO (2) #12 GA. SLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND
ANCHORED TO THE STRUCTURE ABOVE. ALL 4'-0" X 4'-0" LIGHT FIXTURES MUST HAVE SLACK
SAFETY WIRES AT EACH CORNER.
ALL FLUSH OR RECESSED LIGHT FIXTURES WEIGHING 56 LBS. OR MORE AND MECHANICAL
TERMINALS AND SERVICES, WEIGHING 20 LBS. ORE MORE, MUST BE INDEPENDENTLY SUPPORTED
BY NOT LESS THAN FOUR (4) TAUT #12 GA. WIRES EACH ATTACHED TO THE FIXTURE AND TO THE
STRUCTURE ABOVE. THESE WIRES, INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE,
MUST BE CAPABLE OF SUPPORTING FOUR (4) TIMES THE WEIGHT OF THE UNIT.
21. SUPPORT SURFACE-MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES WHICH
SURROUND THE CIELING RUNNER AND WHICH ARE SUPPORTED FROM THE STRUCTURE ABOVE BY
A #12 GAGE WIRE. SPRING CLIPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOT
ACCEPTABLE. PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE 8 FT OR LONGER.
MAXIMUM SPACING BETWEEN SUPPORTS SHALL NOT EXCEED 8 FT.
22. N/A
23. THE CEILING GRID SYSTEM MUST BE RATED AS HEAVY DUTY AS DEFINED BY ASTM C635.
MANUF. CLASS. MAIN RUNNER CROSS RUNNER RUNNER SPLICE
ARMSTRONG HD PRELUDE 15/16" (7301) XL7340/XL7328 INTEGRAL TO 7301
CERTAINTEED HD 15/16" CLASSIC (CS1212-20) CS2-12-12/CS4-12-12 DWSC-200
USG HD DX (DX26) DX (DX216/DX424) INTEGRAL TO DX
M
A
X
45° TYP.
MAIN RUNNER
CROSS RUNNER
2"
1 1/2" MAX
1/4" MACHINE BOLT
COMPRESSION POST SEE
TABLE AND DETAIL 2.
LATERAL FORCING BRACING #12
GA WIRE IN (4) DIRECTIONS
SECURED TO MAIN RUNNER PER
NOTES #6 & 7 AND CONNECTION
TO STRUCTURE PER DETAIL
#12 GA VERTICAL HANGER
WIRE @ 4'-0" O.C. EA. WAY
7
A62.0
9
A62.0
1/4" DIA. CLOSED SCREW EYE
WITH 1-1/2" MIN. PENETRATION
AT BOTTOM FLANGE
PE
N
E
T
R
A
T
I
O
N
1-
1
/
2
"
M
I
N
.
1" MINIMUM.
NOTE:
(1) WHEN FIRE RATED GYP. BOARD IS
INSTALLED ON THE BOTTOM FLANGES, USE
SCREW EYES W/ SUFFICIENT LENGTH TO
AVOID DAMAGING THE FIRE RATED GYP.
BOARD AND MEET MIN. PENETRATION.
1/4" DIA. SCREW EYE
WITH 1-1/2" MIN.
PENETRATION. ALIGN
WITH BRACE WIRE
BRACE WIRE
WITH 4 TIGHT
TURNS
NOTE:
(1) DO NOT INSERT SCREW EYES
PARALLEL TO LAMANATIONS.
(2) WHEN FIRE RATED GYP. BOARD
IS INSTALLED ON THE BOTTOM
FLANGES, USE SCREW EYES
w/ SUFFICIENT LENGTH TO
AVOID DAMAGING THE FIRE
RATED GYP. BOARD AND MEET
MINIMUM PENETRATION.
PLYWOOD FLOOR/ROOF
SHEATHING
CEILING BRACING BLOCKING
ATTACHED TO JOIST BOTTOM
FLANGE.
WOOD
I-JOIST
FULL DEPTH
JOIST BLOCKING
15/-
SEE DETAIL 13/-
SEE NAILING
SCHEDULE ON S-0.2
AND DET. 2/S-1.2
1/4" DIA. CLOSED
SCREW EYE
WITH 1-1/2" MIN.
PENETRATION. ALIGN
WITH BRACE WIRE
BRACE WIRE
WITH 4 TIGHT
TURNS
NOTE:
(1) DO NOT INSERT SCREW EYES
PARALLEL TO LAMINATIONS.
(2) WHEN FIRE RATED GYP. BOARD
IS INSTALLED ON THE BOTTOM
FLANGES, USE SCREW EYES
w/ SUFFICIENT LENGTH TO
AVOID DAMAGING THE FIRE
RATED GYP. BOARD AND MEET
MIN. PENETRATION.
1" CLR.
BRIDGING OR FULL DEPTH JOIST
BLOCKING WITHIN 24" OF BRACING
WIRE CONNECTION.
PLYWOOD FLOOR/ROOF
SHEATHING
CEILING BRACING WIRE
ATTACHED TO JOIST BOTTOM
FLANGE. SEE BELOW
WOOD
I-JOIST
ADD 2-1/2" X 20 GA. STUD* w/ (1) #10 X 1"
WOOD SCREW TO EACH OF 3 JOISTS.
PLACE STUD FLAT AND WITHIN 6" OF
BRACING WIRE.
*ALTERNATE:
2 X 4 FLAT w/ 1-10d OR 1-#10 X 3" SCREW
TO EACH OF 3 TRUSS BOTTOM FLANGES 15/A-62.0
SEE DETAIL 13/A-62.0
HANGER OR BRACING
WIRE W/ MIN. OF 4
TIGHT TURNS IN 1 1/2"
1/4" HOLE PER
STRUCTURAL
JOISTS PER STRUCTURAL
2X WOOD BLOCKING
JOISTS
NOTE: SEE NAILING SCHEDULE ON SHEET S-0.2
2"
M
I
N
.
6"
OV
E
R
L
A
P
1'
-
0
"
5"
COMPRESSION
STRUT. SEE TABLE
BELOW
SECURE SPLICE
SECTIONS TOGETHER
WITH (2) #8 X 1" SELF
TAPPING SHT. MTL.
SCREWS (S.T.S.M.S.)
CRIMP BOTTOM FLAT
AND ATTACH TO MAIN
RUNNER WITH 1/4"
DIAM. MACHINE BOLT
MAIN RUNNER
COMPRESSION POST TABLE
FOR TUBING & METAL STUD:
1. USE 1/2" DIAM. EMT FOR MAXIMUM
LEGNTH UP TO 2'-6"
2. USE 3/4" DIAM. EMT FOR MAXIMUM
LENGTH UP TO 4'-0"
3. USE 1" DIAM. EMT FOR MAXIMUM
LENGTH UP TO 5'-6"
4. USE 1 1/2" DIA EMT FOR MAXIMUM
LENGTH UP TO 8'-6"
5. USE 1 5/8" x 25 GA METAL STUDS FOR
MAXIMUM LENGTH UP TO 7'-2"
6. USE DOUBLE 1 5/8" x 25 GA METAL
STUDS FOR MAX. LENGTH UP TO 16'-0"
7. USE DOUBLE 2 1/2" x 25 GA METAL
STUDS FOR MAX. LENGTH UP TO 17'-0"
8. USE DOUBLE 3 5/8" x 25 GA METAL
STUDS FOR MAX. LENGTH UP TO 22'-8"
C SHAPED METAL STUDS
#6 S.T.S.M.S. @ 12" O.C.
NOTES:
1. COMPRESSION STRUTS SHALL NOT
REPLACE HANGER WIRES.
2. CEILING NOT SHOWN FOR CLARITY
CRIMP TOP OF
TUBING FLAT &
ATTACH WITH (2)
FHWS
WOOD BLOCKING
BETWEEN JOISTS ABOVE
PER STRUCTURAL
5/8" GYPSUM BOARD
SPACIN
G
16" O.C. MAX
6" SJ METAL JOISTS @
16" O.C. W/ SIMPSON
A35 HANGARS FROM
WALL FRAMING EACH
SIDE
C-STUD. BLOCKING @
4'-0" O.C. FULL SPAN
NOTE: WALL-TO-
WALL SUSPENDED
CEILING SYSTEM
APPLICABLE
FOR SHORT SPANS
UP TO 14FT. PER
MANUF.
"V" STRUT
OPPOSITE FREE WALLS.
SEE NOTES 19 & 20 FOR
FIXTURE SUPPORTS
ON CEILING NOTES
(LAY-IN PANEL)
PROVIDE VERTICAL
HANGER WIRES @ 48"
O.C. ON MAIN RUNNERS
PROVIDE COMPRESSION
POST AND (4) #12 GA
SPLAYED BRACING
WIRES @ MAX 12'-0" O.C.
ON MAIN RUNNERS AND
6'-0" MAX FROM WALL.
PERIMETER STARTER
WALLS (SEE NOTE 5) ON
CEILING NOTES (LAY-IN
PANEL)
LAY-IN PANEL, SEE
FINISH SCHEDULE
FOR TYPE.
PANEL SUSPENSION
GRID (SEE NOTE 23)
FIXED
FIXED
16
A62.0
16
A62.0
15
A62.0
15
A62.0
12 GA.HANGER WIRE,
SEE NOTES #1, 2 & 16
1" x 2" x 25 GA. MIN. CONTINUOUS ANGLE
WITH (1) #10 SMS INTO 20 GA. MIN. WALL
STUD @ 24" O.C.
LAY-IN CEILING PANEL
MAIN RUNNER- POP RIVET TO
PERIMETER ANGLE AT STARTER WALL
ONLY; COLOR TO MATCH GRID
3/4"
8"SLOTTED ANGLE "V" STRUT SPACER W/
HORIZ. 6d RING SHANK NAIL THROUGH
SLOTS @ RUNNER WHERE OCCURS
SEE NOTE #5
FACE OF WALL
OR 1/4 OF LENGTH
OF RUNNER
( WHICHEVER IS
LESS)
MAX.
2"
1"
5/8"
STEEL POP RIVET
@ 4'-0" OC MAX
1"x 2" x 25 GA. MIN. CONTINUOUS ANGLE WITH (1) #10 SMS INTO 20
GA. MIN. WALL STUD @ 24" O.C.
TYP. HANGER
WIRE @ 4'-0" O.C.
ATTACHED JOINT
MAIN RUNNER
CROSS RUNNER
STRUT AND (4) BRACE
WIRES PER 2.35,
SPACING PER 2.31
HANGER AT 4'-0" O.C.
EA. WAY AT MAIN
RUNNER
0° TO 45°
TYP
TYP
8" MAX
FROM ATTACHED JOINT
8'-0" MAX
TYP
1/2" MIN
(SEE NOTE 1
BELOW)
NOTE: PROVIDE #12 GAGE HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS
WITHIN EIGHT (8) INCHES OF THE SUPPORT OR WITHIN ONE-FOURTH (1/4) OF THE LENGTH
OF THE END TEE, WHICH EVER IS LESS, FOR THE PERIMETER OF THE CEILING AREA.
PERIMETER WIRES ARE NOT REQUIRED WHEN THE LENGTH OF THE END TEE IS EIGHT (8)
INCHES OR LESS.
1"
2"
METAL STUD WALL AS
SCHEDULED
1 LAYER OF GYP. BD., MAX.
600S137-54 SPAN (2) WALL
STUDS MINIMUM USING
(4) #10 x 1-1/4" SMS AT EA
STUD,
(ONLY (2) #10 SMS REQUIRED
WHERE CLIP ATTACHES
DIRECTLY TO WALL STUD)
1-1/2"x1-1/2"x12GAx1" CLIP ANGLE
W/ (2) #10x1-1/4" SMS
1/
2
"
M
A
X
#12 GA VERTICAL HANGER WIRE @ 4'-0"
METAL STUD CEILING SPAN TABLE
JOISTED HARD LID TO LAY IN ACT
ACOUSTICAL CEILING
PER RCP WHEN OCCURS
5/8" GYP. BD PER RCP
PER RCP
PER RCP
MTL STUD HANGER W/5/8" GYP
BRD; ANCHOR STUD TO CEILING
JST & DECK
METAL STUD CEILING
JOIST
6" x 16 GA. METAL
STUD
6" x 16 GA. CONT. TRACK
W/ (2) #10 SMS EACH
FLANGE EACH STUD
REFER TO
MAX.
8"
CONT 16 GA TRACK W/
(2) #10 x 1" SMS EA
FLANGE EA STUD, AND
(2) #10 x 1" SMS @ 16"
TO JOISTS BELOW
1 1/2" = 1'-0"5CEILING FIXTURE BRACING DETAIL1
1 1/2" = 1'-0"1CEILING NOTES (LAY-IN PANEL)3
1 1/2" = 1'-0"6CEILING SPAY WIRE BRACING DETAIL
1 1/2" = 1'-0"14HANGER WIRE CONN. TO WOOD I-JOIST
1 1/2" = 1'-0"13BRACE WIRE CONN. TO WOOD JOIST
1/2" = 1'-0"10BRACE WIRE CONN. TO WOOD I-JOIST
1 1/2" = 1'-0"12BRACE WIRE CONN. TO WOOD I-JOIST
1/2" = 1'-0"11BRACE WIRE CONN. TO WOOD JOIST
3" = 1'-0"9HANGER/BRACING WIRE @ ROOF1
3" = 1'-0"7COMPRESSION STRUT DETAIL @ ACT1 1/2" = 1'-0"20GYPSUM BOARD CEILING1
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
A62.0
DETAILS -
SUSPENDED
CEILING
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
1 1/2" = 1'-0"2CEILING PLAN, TYP
3" = 1'-0"16CEILING PERIMETER AT FREE WALL
3" = 1'-0"15CEILING PERIMETER AT ATTACHED JOINT2
3" = 1'-0"19BRACING WIRE CONNECTION TO STUD
1 : 80 18STUD SPAN TABLE
3" = 1'-0"17CEILING SOFFIT-HARD LID TO LAY IN ACT
DESCRIPTION DATE
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
256
EXISTING OR NEW ROOF FRAMING
EXISTING PLYWOOD ROOF SHEATHING
NEW BATT INSULATION (R-30),
SEE SPECS
BUILT-UP MODIFIED BITUMEN ROOFING,
SEE SPECS
RIGID INSULATION ROOF UNDERLAYMENT
INTERPLY ADHESIVE
NOTES:
1. STEEL CLAMPING RINGS MUST BE USED ON ALL ROOF & OVERFLOW DRAINS.
2. REPLACE OR REPAIR ANY AND ALL MISSING, BROKEN OR DAMAGED DRAIN PARTS TO RESULT IN A
FUNCTIONING ASSEMBLY.
3. AFTER COMPLETE INSTALLATION OF THE ROOFING SYSTEM, CONTRACTOR SHALL INSPECT AND TEST
ALL ROOF DRAINS TO ASSURE THAT NO CLOGGING OF THE DRAINAGE SYSTEM IS PRESENT. THE ROOF
DRAIN LEADER SHOULD BE IN SUCH CONDITION THAT THE FULL DIAMETER OF THE DRAIN LEADER IS
CLEAR.
4. MEMBRANE PLIES, METAL FLASHING AND FLASHING PLIES SHALL EXTEND UNDER CLAMPING RING.
5. CONTRACTOR SHALL VERIFY DRAIN SIZE TO BE USED AND INCREASE SUMP SIZE TO PROVIDE
MINIMUM CLEARANCES.
1'
-
0
"
1'
-
0
"
2'
-
0
"
1' - 0"2' - 0"1' - 0"
4' - 0"
ROOF DRAIN ASSEMBLY
OVERFLOW DRAIN ASSEMBLY1
A62.1
TYPICAL
ROOFING
ASSEMBLY, SEE
DET.
2"
DEPRESSED ROOF AREA
@ DRAIN
JOISTS PER
STRUCTURAL
WOOD BLOCKING PER
STRUCTURAL
UNDERDECK CLAMP
INSULATE ALL ROOF DRAIN
PIPING THROUGH INTERIOR
SPACES
BASE FLASHING PLY
CLAMPING RING
LEAD FLASHING 30" SQ. MIN
SET IN MASTIC, WRAPPED
DOWN 2" MIN. INTO DRAIN
HPR MODIFIED
MEMBRANE MIN. 48"
MECHANICAL UNIT
METAL CURB FURNISHED WITH
MECHANICAL UNIT
GALVANIZED COUNTERFLASHING
LAG BOLT INTO WOOD BLOCKING,
SEE STRUCTURAL
BASE FLASHING 6" MIN. ON FIELD
3" FIBER CANT STRIP
(E) PLYWOOD SHEATHING
U.N.O
(E) STRUCTURAL FRAMING
8"
M
I
N
.
4"
RIGID INSULATION ROOF
UNDERLAYMENT
INTERPLY ADHESIVE
HPR MODIFIED MEMBRANE
HPR MODIFIED MEMBRANE FLASHING
PLY 9" MIN. ON FIELD
(E) ROOF HATCH TO
REINSTALL, U.N.O
INSULATED CURB BY
ROOF HATCH MANUF.
W/ DRIP EDGE
ROOFING
MEMBRANE
4" FIBER CANT STRIP
(E)
PLYWOOD
SHEATHING
, U.N.O
(E) JOISTS
LATCH/ LOCK
EXISTING, V.I.F
36" X 30" OPENING
ATTACHMENT PER
STRUCTURAL
(E) ACCESS
LADDER
FLASHING
MEMBRANES, SEE DET.
FOR SIM.
6
A62.1
SAFETY RAIL SYSTEM BY
MANUF.
"GREEN" INTERPLY
ADHESIVE
PLYWOOD SHEATHING PER
STRUCTURAL
24 GA. G.I. CAP FLASHING
SHAPED WOOD NAILER
1"
4"
4"
RIGID INSULATION ROOF
UNDERLAYMENT
HPR MODIFIED MEMBRANE
BASE FLASHING 6" MIN. ON
FIELD
HPR MODIFIED MEMBRANE
FLASHING PLY 9" MIN. ON
FIELD
3" FIBER CANT STRIP
CONTINUOUS CLEAT
FASTENED 6" O.C.
FASTENERS @ 24" O.C. W/
NEOPRENE WASHERS
THROUGH PRE-PUNCHED
ELONGATED HOLES
EXISTING CONC. WALL
6
"
4 "
6 "
6 "
1/
2
"
T
O
3
/
4
"
2
3
/
4
"
3/
4
"
T
O
1
"
6
"
3
3
/
4
"
T
O
4
1
/
4
"
3" 3"
ROOF CEMENT SHALL BE INSTALLED BETWEEN THE ENDS AT ALL JOINTS, SIX INCHES EACH SIDE
OF JOINT. EACH JOINT SHALL BE NAILED WITH A MINIMUM OF FOUR NAILS, TWO ON SIDE OF THE
JOINT. ALL JOINTS AND MITERS SHALL BE OVERLAPPED A MINIMUM OF FOUR INCHES.
EDGE FLASHING JOINT
NOTES:
INSIDE EDGE FLASHING CAP
CUT HEM
TO
INTERLOCK
AT JOINTS
OUTSIDE EDGE FLASHING CAP
PREFABRICATED EDGE FLASHING
CAP WITH FULLY SOLDERED SEAMS
FLANGE NAILING PATTERN
ENLARGED DETAIL
NOTCH
COUNTERFLASHING LAP JOINT
PREFABRICATED INSIDE
4 " M I N .4" MIN.
MIN.
1"
COUNTERFLASHING LAP JOINT
COUNTERFLASHING LAP JOINT
PREFABRICATED OUTSIDE
3 " M I N .
4" MIN.4 " M I N .1"
MIN.
LARGE HEAD ROOFING NAILS 6" O.C.
FIRE TREATED PLYWOOD
4" FIBER CANT STRIP
HPR MODIFIED MEMBRANE
ANCHOR WITH NEOPNENE WASHER
SPACED 12" O.C.
SHEET METAL FLASHING WITH INTERLOCKING SIDE
LAPS AND PREFABRICATED CORNER PIECES WITH
WIND CLIPS AT 36" O.C.
2-SIDED BUTYL TAPE, TYP.
BASE FLASHING PLY 6" MIN. ON FIELD
"GREEN" INTERPLY
ADHESIVE
METAL SCREED LAP OVER METAL FLASHING
PLYWOOD SHEATHING, SEE STRUCTURAL
10
"
1
1
/
2
"
RIGID INSULATION ROOF UNDERLAYMENT
6"4"
HPR MODIFIED MEMBRANE FLASHING PLY
9" MIN. ON FIELD
2"
4"
M
I
N
.
PIPE OR CONDUIT PENETRATION SEE ELECTRICAL
AND PLUMBING PLANS FIELD MEASURE PIPE
LOCATIONS AND SIZES
STAINLESS STEEL SCREW CLAMP
AT EACH PIPE OR CONDUIT
ELASTOMERIC SEALANT ALL AROUND
NOTE:
1. FOR USE AT MULTIPLE PIPES CLOSER
THEN 6" TO 1" APART. USE SINGLE FLANGE
FIELD SOLDERED FLASHING.
2.FOR ADDITIONAL INFORMATION,
SEE
MIN.
12"
6"
MIN.
6"
MIN.
ROOFING INTERPLY
SET
IN ADHESIVE
ROOFING BASE
SHEET,
SET IN ADHESIVE
ACRYLIC COATING OVER ROOFING
CAP SHEET W/ MINERAL
GRANULAR
SURFACE SET INTO ADHESIVE.
FIRST LAYER OF BASE FLASHING
SHEET
SET IN ROOF CEMENT
4 LB TWO PIECE LEAD FLASHING SLEEVE
WITH CONTINUOUS LEAD SOLDER AT SEAMS.
SET PRIMED FLANGES INTO ASPHALT ROOF
CEMENT OVER ROOFING PLY SHEET
SECOND LAYER OF BASE
FLASHING
SHEET SET IN ROOF CEMENT
10
A62.1
MECHANICAL DUCT
METAL CURB
FURNISHED WITH
MECHANICAL UNIT
GALVANIZED
COUNTERFLASHING
(E) WOOD BLOCKING
WHERE OCCURS
BUILT UP ROOFING
MEMBRANE
3" FIBER CANT STRIP
(E) PLYWOOD
SHEATHING, U.N.O
(E) JOISTS TO
REMAIN AND
PROTECT IN PLACE
4"6"4"6"
10
"
A62.1
9
24 GA. G.I. CAP FLASHING
SHAPED WOOD NAILER
1"
4"
6"
SELF-ADHERED FLASHING
CONTINUOUS CLEAT
FASTENED 6" O.C.
FASTENERS @ 24" O.C. W/
NEOPRENE WASHERS
THROUGH PRE-PUNCHED
ELONGATED HOLES
EXISTING STOREFRONT
SYSTEM, WHERE
OCCURS
EXISTING CONC. WALL
20 GA GALVANIZED SHEET
METAL ENCLOSURE
GALVANIZED COUNTERFLASHING
WOOD BLOCKING PER STRUCTURAL
BASE FLASHING 6" MIN. ON FIELD
3" FIBER CANT STRIP
(E) PLYWOOD SHEATHING
(E) STRUCTURAL FRAMING
8"
M
I
N
.
4"
RIGID INSULATION ROOF
UNDERLAYMENT
"GREEN" INTERPLY ADHESIVE
HPR MODIFIED MEMBRANE
HPR MODIFIED MEMBRANE FLASHING
PLY 9" MIN. ON FIELD
ALL SEAMS TO BE LEAD
SOLDERED
PLUMBING VENT STACK
ROLL DOWN LEAD
FLASHING 1" MIN.
DOWN PIPE (USE
PREFAB LEAD CAP
WHERE POSSIBLE)
RUBBERIZED ASPHALT
SEALANT
HPR MODIFIED
MEMBRANE FLASHING
PLY 12" MIN. ON FIELD
BASE FLASHING PLY 8"
MIN. ON FIELD
"GREEN" INTERPLY
ADHESIVE
HPR MODIFIED
MEMBRANE
PLYWOOD
SHEATHING PER
STRUCTURAL
SET LEAD FLANGE IN
MASTIC, PRIME
FLANGE BEFORE
STRIPPING
RIGID INSULATION
ROOF
UNDERLAYMENT
MIN.
4"
12
"
M
I
N
.
(E) OR NEW STRUCT
BRACE OR POST
RUBBERIZED ASPHALT
SEALANT
HPR MODIFIED MEMBRANE
FLASHING PLY 12" MIN. ON
FIELD
BASE FLASHING PLY 8" MIN. ON
FIELD
INTERPLY ADHESIVE
HPR MODIFIED
MEMBRANE
(E) PLYWOOD
SHEATHING
SET FLANGE IN
MASTIC, PRIME
FLANGE BEFORE
STRIPPING
RIGID INSULATION
ROOF
UNDERLAYMENT
MIN.
4"
FLASHING COLLAR PER
MANUF. REQUIREMENTS
9"
∅15 7/8"
∅14 1/2"
OPENING
∅
∅
3"
5/8"
A
C
(E) ROOF RAFTER
TUBE SCREW
SUSPENDED CEILING
FLASHING
EXTENSION TUBE
LIGHT TRACKER
REFLECTOR
TOP TUBE ANGLE
ADAPTER 0-30°
NEW ACOUSTICAL
PANEL WHERE
OCCURS
EXPANSION
JOINT SEAL
BOTTOM TUBE ANGLE
ADAPTER 0-30°
SOLATUBE 290 DS
(14 IN)
CURB CAP
ICC 500/ NSSA
INSIDE, MIN.
27"
OPENING
14 3/4"
17 1/2"
FASTENER
DOME RING
DOME
TUBE CLIP
SPACER
DOME
RING SEAL
FLASHING
FASTENER
SEALANT
CURB
FASTENING
CLAMP
CEILING
EFFECT LENS
CEILING RING
FASTENER
DRESS RING
ROOFING
INNER
DOME
DETAIL A
DETAIL CLENS FASTENER
TEMPERED GLASS
LENS
T.O. (E)SCREEN
33' -0"
V.I.F.
54"
(E) SPANDREL PANEL
SCREEN AND SUPPORT
FRAME NEW SYSTEM TO
RESUPPORT GREEN
SCREEN PER STRUCT'L
DETAIL 2/S-3.2, WHERE
OCCURS
MECHANICAL
EQUIPMENT SEE
MECH. PLANS
V.I.F.
49"(E) ROOF STRUCTURE
(E) ROOF
SHEATHING
NOTE:
SEE ROOF PLAN ON SHEET A11.8 FOR MORE INFORMATION
(N) ROOFING
BOOT FLASHING
OVER STEEL
POST AND
BRACE BASE
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
A62.1
DETAILS -
ROOFING
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
3" = 1'-0"1TYPICAL ROOFING ASSEMBLY1" = 1'-0"5ROOF DRAIN FLASHING
3" = 1'-0"6MECHANICAL UNIT FLASHING
1 1/2" = 1'-0"7ROOF HATCH
3" = 1'-0"2TYPICAL PARAPET FLASHING
1 1/2" = 1'-0"15EDGE FLASHING DETAILS1 1/2" = 1'-0"19TYP. SURF. MTD. COUNTER FLASHING 3" = 1'-0"3TYPICAL BASE FLASHING
1 1/2" = 1'-0"11MULTIPLE PIPE PENETRATIONS
1 1/2" = 1'-0"8DUCT PENETRATION AT ROOF 3" = 1'-0"4METAL COPING
3" = 1'-0"9BASE FLASHING @ MECHANICAL DUCT
3" = 1'-0"10PLUMBING PIPE PENETRATION AT ROOF3" = 1'-0"12MISC. PENETRATION AT ROOF
DESCRIPTION DATE
1 1/2" = 1'-0"14SKYLIGHT DET. AT SUPPENDED CEILING
1/2" = 1'-0"20MECHANICAL ROOF SREEN -RESUPPORT
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
257
1. CABINETS AND MILLWORK SHALL COMPLY W/ THE REQUIREMENTS OF THE WOODWORK
INSTITUTE.
2. ALL CABINET DIMENSIONS INDICATED ARE NOMINAL OUTSIDE DIMENSIONS.
3. FILLER STRIPS ARE REQUIRED AT ENDS OF CABINETS WHERE CABINETS ARE ADJACENT TO
WALLS.
4. ALL FILLER STRIPS AT TALL AND WALL CABINETS TO HAVE TOP AND BOTTOM RETURNS.
5. ALL PLAN DIMENSIONS OF MILLWORK ARE CABINET DIMENSIONS ONLY AND DO NOT INCLUDE
TOPS.
6. PROVIDE FINISHED END PANELS FOR SUPPORT OF COUNTERTOPS AT UNDERCOUNTER
EQUIPMENT OR KNEE SPACES WHERE THERE IS NO ADJACENT WALL OR CABINET THAT CAN BE
USE FOR SUPPORT.
7. FINISH ALL EXPOSED PORTIONS OF CABINETS, MILLWORK AND COUNTERTOPS.
8. ALL UNITS, INCLUDING OPEN UNITS, SHALL HAVE CASEWORK MANUFACTURER'S STANDARD
CABINET LINER UNLESS OTHERWISE NOTED.
9. ALL TOE SPACES SHALL BE 4" IN HEIGHT AND 3" IN DEPTH AND SHALL RETURN TO WALL WHERE
ENDS OF CABINETS ARE EXPOSED.
10. ALL SHELVING SHALL BE ADJUSTABLE UNLESS OTHERWISE NOTED.
11. ALL COUNTERTOPS SHALL BE OF MAXIMUM PRACTICAL LENGTHS REQUIRED TO CONFORM TO
OVERALL BASE CABINET DIMENIONS.
12. PROVIDE BACKSPLASH COUNTERTOP RETURN AT ENDS OF COUNTERTOPS WHERE ADJACENT
TO WALL OR OTHER FULL HEIGHT CASEWORK.
13. ALL SINKS, SINK TRIM & ELECTRICAL ITEMS SHALL BE FURNISHED BY OTHER THAN THE
CASEWORK MANUFACTURER UNLESS OTHERWISE NOTED.
14. ALL MILLWORK AND CASEWORK IN THIS PROJECT SHALL BE EXTERIOR GRADE PLYWOOD
CONSTRUCTION WITH LAMINATE FINISH. SEE SPECIFICATIONS.
15. ALL COUNTERTOPS IN THIS PROJECT SHALL CONSIST OF A 3/4" EXTERIOR GRADE PLYWOOD
SUB TOP AND COUNTER TOP FINISH AS SCHEDULED.
16. ALL W.I. CASEWORK TO BE FACE FRAME MODEL.
A
A SIM.
B
C D
A REFER DET.
B REFER DET.
C REFER DET.
D REFER DET.
8
A68.1
7
A68.1
6
A68.1
4
A68.1
@ STUD WALL
@ STUD WALL
@ STUD WALL
NOT APPLICABLE @ ACCESSIBLE CASEWORK.
D
TYP AT KITCHEN INCL. INSIDE KNEE SPACE SINK CABS.
2X4 P.T. CROSS MEMBERS @ 24" O.C.
2X4 CONT. P.T. FIRE TREATED WOOD SPACER
WASHER
SCHEDULED BASE
TYP. 3/4" EXTERIOR GRADE PLYWOOD CORE WITH
LAMINATE FINISH
2X CONT. P.T. FIRE TREATED LUMBER
10D @ 12" O.C.
#10 X 2 1/4" F.H. SCREWS AT 16" O.C. AT 4"
FROM ENDS.
3/8" DIA. HILTI KB-TZ W/ 2" MIN. EMBED PER ESR 1917
@ 24" O.C. (4" MAX FROM ENDS)
FINISH FLOOR
* FIRE TRATED WOOD REQUIRES PER CBC
603 FOR WOOD CONNECTIONS TYP. AT
KITCHEN
FIRE EXTINGUISHER CABINET,
SECURE PER MANUFACTURER'S
SPECIFICATIONS
PER MANUFACTURER
RO
U
G
H
O
P
E
N
I
N
G
4" MAX.PROJECTION FROM WALL
5/8" TYPE 'X' GYPSUM BOARD, TYP.
SEE WALL TYPES FOR MORE
INFORMATION
WHERE WIDTH OF RECESS
EXCEEDS CLEAR DIMENSION BETWEEN
STUDS, PROVIDE BOXED HEADER
FRAMING AND DOUBLE JAMB STUDS
OPERABLE PART
40" MAX. A.F.F.
NOTE:
1. A CLEAR FLOOR SPACE OF 30" X 48" MIN. SHALL BE PROVIDED FOR
EITHER FORWARD OT PARALLEL APPROACH TO THE ELEMENT.
2. OPERABLE PART SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT
REQUIRE TIGHT GRASPING , PINCHING, OR TWISTING OF THE WRIST. THE
FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS
MAX.
WALL , SEE TYPE PER FLOOR PLAN
WALL CONSTRUCTION PER WALL TYPE
TYP. 3/4" EXTERIOR GRADE PLYWOOD CORE WITH
LAMINATE FINISH
* FIRE TRATED WOOD REQUIRES PER CBC
603 FOR WOOD CONNECTIONS
CONT. LENGTH OF
CASEWORK. 2X WOOD BLOCKING
#14 X 3" WS @ 16" O.C., 2" MAX. FROM EA. END,
MIN. 2 PER CABINET
1X4 CONT. WOOD SPACER
WALL CONSTRUCTION PER WALL TYPE
TYP. 3/4" EXTERIOR GRADE PLYWOOD CORE
WITH LAMINATE FINISH
FINISH FLOOR
CONT. LENGTH OF
CASEWORK. 16 GAUGE BACKING
#14 X 3" SMS @ 16" O.C., 2" MAX. FROM EA. END,
MIN. 2 PER CABINET
1X4 CONT. WOOD SPACER
WALL CONSTRUCTION PER WALL TYPE
CONT. LENGTH OF
CASEWORK. 16 GA. BACKING
#14 X 3" SMS @ 16" O.C., 2" MAX. FROM EA. END,
MIN. 2 PER CABINET
COUNTER TOP AND BACK SPLASH PER SCHEDULE
1X4 CONT. WOOD SPACER
* FIRE TRATED WOOD WHERE REQUIRED
PER CBC 603 FOR WOOD CONNECTIONS
TYP. 3/4" EXTERIOR GRADE PLYWOOD CORE WITH
LAMINATE FINISH
METAL STUDS PER PLAN
TV MOUNT BRACKET
(4) #10 SMS (1 EA CORNER MIN)
BACKING PER TYPICAL
BACKING DETAILS
8"
M
I
N
IF TV IS GREATER THAN 27" AFF
4" MAX.
TV (200 LBS. MAX.
INCLUDING BRACKET)
O.F.C.I
NOTES:
11B-307.2 PROTRUSION LIMITS. OBJECTS WITH LEADING EDGES
MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES
ABOVE THE FINISH FLOOR OR GROUND SHALL NOT PROTRUDE MORE THAN 4
INCHES HORIZONTALLY INTO THE CIRCULATION PATH.
11B-307.3 POST-MOUNTED OBJECTS. FREE-STANDING OBJECTS
MOUNTED ON POSTS OR PYLONS SHALL OVERHANG CIRCULATION PATHS
12 INCHES (305 MM) MAXIMUM WHEN LOCATED 27 INCHES MINIMUM AND 80
INCHES (2032 MM) MAXIMUM ABOVE
THE FINISH FLOOR OR GROUND. WHERE A SIGN OR OTHER OBSTRUCTION
IS MOUNTED BETWEEN POSTS OR PYLONS AND THE CLEAR DISTANCE
BETWEEN THE POSTS OR PYLONS IS GREATER THAN 12 INCHES , THE LOWEST
EDGE OF SUCH SIGN OR OBSTRUCTION SHALL BE 27
INCHES MAXIMUM OR 80 INCHES MINIMUM ABOVE THE FINISH FLOOR OR
GROUND.
11B-307.3.1 EDGES AND CORNERS. WHERE SIGNS OR OTHER OBJECTS ARE
MOUNTED ON POSTS OR PYLONS, AND THEIR BOTTOM
EDGES ARE LESS THAN 80 INCHES ABOVE THE FLOOR OR GROUND SW.I'ACE,
THE EDGES OF SUCH SIGNS AND OBJECTS
SHALL BE ROUNDED OR EASED AND THE CORNERS SHALL HAVE AMINIMUM
RADIUS OF 'IS INCH.
11B-307.4 VERTICAL CLEARANCE. VERTICAL CLEARANCE SHALL BE 80 INCHES
HIGH MINIMUM. GUARDRAILS OR OTHER BARRIERS
SHALL BE PROVIDED WHERE THE VERTICAL CLEARANCE IS LESS THAN 80
INCHES (2032 MM) HIGH. THE LEADING EDGE OF SUCH GUARDRAIL
OR BARRIER SHALL BE LOCATED 27 INCHES MAXIMUM ABOVE THE FINISH
FLOOR OR GROUND. WHERE A GUY SUPPORT IS USED
PARALLEL TO A CIRCULATION PATH, INCLUDING BUT NOT LIMITED TO
SIDEWALKS, A GUY BRACE, SIDEWALK GUY OR SIMILAR DEVICE SHALL
BE USED TO PREVENT AN OVERHANGING OBSTRUCTION.CONTRACTOR SHALL PROCURE
MONITOR SIZE FROM OWNER AND
COORDINATE BRACKET ELEVATION
AND DATA/POWER RECEPTACLE
LOCATION/ELEVATION. B.O. MONITOR
SHALL BE 70" UNLESS OTHERWISE
DIRECTED BY OWNER.
48" LONG X 30" WIDE CLEAR
FLOOR SPACE FOR FRONT
WHEELCHAIR APPROACH
MIN. 30" WIDE REQUIRED
CLEAR KNEE SPACE
(HATCHED AREA)
FINISHED FLOORING TO
EXTEND UNDER CABINET
INSULATE HOT WATER SUPPLY,
COLD WATER SUPPLY & DRAIN,
TYP. THERE SHALL BE NO SHARP
OR ABRASIVE SURFACES UNDER
SINK [2019 CBC 11B]
FAUCET AND SINK PER PLUMBING
COUNTERTOP AS SCHEDULED
CABINET WITH INSIDE FACE
FINISHED TO MATCH CABINET
FACE FINISH
KICK ATTACHED TO DOORMIN.
9"
MIN.
2' - 3"
MAX.
2' - 10"
1' - 5" MIN.
11" MIN.
MAX.
6"
SCREW TO BLOCKING IN SIDE
WALL
6 1/2" +/-
SIM.
3'
-
0
"
C
O
U
N
T
E
R
T
O
P
D
E
P
T
H
1' - 4"
OPENING PER PLAN,
RUBBER GROMMETS ALL SIDES
1-1/2" PLASTIC LAMINATE SUPPORTS W/
3/4" BACKER PLATES @ 3'-0" O.C.
(ACCESSIBLE KNEESPACE BETWEEN
SUPPORTS)
WALL
3/4" PLASTIC LAMINATE
BACKER PLATE
6" X 1 1/4" X 16GA TRACK
CONT. LENGTH OF COUNTER
PER STRUCTURAL
WALL CONSTRUCTION
PER WALL TYPE
2'
-
6
"
1 1/2"
4"
3' - 0" O.C.
2' - 0" SUPPORT DEPTH
3' - 0"
9 3/8"
6"
4
5
.
0
0
°
2' - 0"
5"
1' - 6"
#14 X 3" FHMS @ EA. SIDE OF
SUPPORT BRACKET2"4"
7"
3 3/4"
PLAN VIEW SECTION VIEW
3'
-
0
"
O
R
4
'
-
6
"
D
E
E
P
C
O
U
N
T
E
R
T
O
P
1' - 4"
OPENING PER PLAN,
RUBBER GROMMETS ALL SIDES
TUBE STEEL SUPPORTS &
STEEL ANGLE, SEE SECTION VIEW
WALL
3" SQ. TUBE STEEL POST
6" X 1 1/4" X 16GA TRACK CONT.
LENGTH OF COUNTER
[PROVIDE KB-3 PER ESR-1663 MASONRY
ANCHOR THROUGH STEEL BRACKET @
CMU WALLS]
WALL CONSTRUCTION PER WALL TYPE
2'
-
6
"
1 1/2"
4"
3' - 0" OR 4'-6", SEE PLAN
CONT. 1/4" STEEL SUPPORT BRACKET @
ANGLE
2' - 0"
1' - 6"@ 3' COUNTER
1' - 0"
1'-0" @ 3' COUNTER
2'-0" @ 4' COUNTER
2'-6" @ 4'-6" COUNTER3' - 0" O.C.
2" X 2" X 1/4" STEEL ANGLE, GRIND
EDGES SMOOTH
EXTENT OF ACCESSIBLE
KNEESPACE 1' - 7"
1/2" ANCHOR PLATE
SOLID HARDWOOD EDGE
U.N.O. ON ENLARGED PLAN
1/2" DIA. HILTI KB3, TYP. WITH 3
1/2" MIN. EMBED PER ESR 2302
#14 X 3" FHMS @ 16" O.C., 2" MAX. FROM
EA. END, MIN. 2 PER CABINET
(2) 1/2" DIA. MACHINE BOLTS THRU
EACH LEG AT BRACE
3/16" FILLET WELD
2' - 4 1/2"
#8 TEK SCREW AT EA. SUPPORT
#8 TEK SCREW AT EA. SUPPORT
3/4"
PLAN VIEW SECTION VIEW
CL
2' - 9"
FACE OF STUD1/2"
8" X 4" X 1/2" STEEL PLATE W/ (2) 1/2" DIA. REDHEADS INTO SLAB
1/2" STL. BASE PLATE
4" X 3" X 1/2" STEEL ANGLE AT EACH END
OF COUNTER CONCEALED IN WALL
3" X 2" X 5/16" PAINTED STEEL ANGLE
WELDED TO ANGLE AT EACH END
3/16"
1/8"
1/2" DIA. HILTI KB3, TYP. WITH 3 1/2" MIN. EMBED PER ESR 2302
STEEL ANGLE SUPPORT
36" O.C. +/-
METAL STUD SUPPORTS BELOW
FOR LAMINATE PANEL
A68.1
10
STOP LAMINATE SCREEN
PANEL 1/2" CLEAR OF FINISH
FACE OF WALL
1/2"
WALL TYPES PER PLAN
STEEL ANGLE SUPPORT
A68.1
10
SUPPORT OCCURS AT 3'-0" O.C.
3' - 0" +/-
2' - 1"
6"
4 1/2"
4 1/2" TO C/L OF STEEL
4"
2'-10" MAX. TO TOP OF RIM
2' - 9 1/2"
COUNTER TOP : SOLID SURFACE
SEE FINISH PLAN
5/8" EXT. GRADE PLYWOOD
STEEL SUPPORT SPAN ANGLE
REMOVABLE 1'-11 3/4" W X 3/4" THICK PLASTIC
LAMINATE PANEL, PL-1, ATTACHED WITH Z
CLIPS TO 1X AT WALLS AND AT INTEMEDIATE
SUPPORT LEG WHERE OCCURS.
PAINTED 16 GA. CONTINUOUS METAL STUD LEDGER
ATTACHED TO CONTINUOUS 16 GA. BACKING IN WALL.
OR 2X CONT. WOOD LEDGER AND BACKING
9"
6"
8"
SUPPORT IN WALL BEYOND, SEE DETAIL
#14 X 3" FHMS OR EQUIVALENT W.S. TO
CONT. BLOCKING @ 16" O.C., 2" MAX.
FROM EA. END, MIN. 2 PER CABINET
2' - 3"
2' - 5"
2X AT WALL - ATTACH TO WALL WITH #8 SCREWS
AT EACH STUD
16 GA. CLIPS X 2" WIDE ATTACH TO 2X WITH #8 SCREW AND
TO PANEL WITH CONCEALED HEAD MACHINE SCREW
FASTENER
5
1
.
8
4
°
11
A68.1
2' - 6 1/2"
2"
40
"
M
A
X
.
T
O
B
.
O
.
M
I
R
R
O
R
PL-1
MIRROR
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
A68.1
CABINETRY &
CASEWORK
DETAILS
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
1 : 1 1MILLWORK NOTES1
1/2" = 1'-0"3TYPICAL ANCHORAGE
3" = 1'-0"4BASE ANCHORAGE @ FRONT1
3" = 1'-0"2FIRE EXTINGUISHER CABINET1
3" = 1'-0"8ANCHORAGE typ. @ METAL STUD
3" = 1'-0"6ANCHORAGE (BASE) @ STUD WALL
3" = 1'-0"7ANCHORAGE (MID) @ STUD WALL
3" = 1'-0"14TV MOUNT
1 1/2" = 1'-0"9SINK COUNTER SECTION11 1/2" = 1'-0"13CONTROL BOOTH COUNTER
1 1/2" = 1'-0"12CONTROL ROOM COUNTER
DESCRIPTION DATE
1 1/2" = 1'-0"10LAV COUNTER SUPPORT
1" = 1'-0"11LAVATORY SUPPORT LAYOUT1 1/2" = 1'-0"15LAVATORY COUNTERTOP
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
258
5 1/2"
2' - 10"
1' - 0"
4' - 4"
1' - 7 1/2"
TB
D
3"
O
R
6
"
SEE STRUCTURAL
FOR PLATFORM
FRAMING
MONITOR WELL
LEVEL 3 BULLET RESISTANT
MATERIAL INCORPORATED
INTO WALL
1/2" BRUSHED
ALUMINUM
REVEALS, TYP.
24-IN X 1.54-IN X 24-IN AT 20"
O.C. HEAVY DUTY STEEL
COUNTERTOP SUPPORT
BRACKET, SEE SPEC.
2' - 0"
10"3/8" DIA. HILTI KB-TZ-2
W/ 2" MIN.
EFFECTIVE EMBED
PER ESR 4266 @ 24"
O.C. (4" MAX FROM
ENDS)
1 1/2"
STAINED WOOD EDGE
CAP WITH EASED EDGE,
STAINED TO MATCH DESK
SOLID SURFACE TOP
CAP 1 1/2" PER FINISH
PLAN, WITH AN EASED
EDGE
DUPLEX POWER/ USB
OUTLET, SEE
ELECTRICAL
GROMMET HOLE -
LOCATION AND SIZE TO
BE DETERMINED
PLASTIC LAMINATE
SURFACE, PER FINISH
PLAN
1/2"
11 1/2"
1/2"
11 1/2"
1/2"
11 1/2"
1/2"
11 1/2"
3 1/2"
HORIZONTAL GRAIN
VENEER O/ 1/2"
PLYWOOD, TYP.
1/2" PLYWOOD WITH PLASTIC
LAMINATE FINISH
5 1/2"
3' - 4"
2' - 2"
1/2" BRUSHED
ALUMINUM
REVEALS, TYP.
21-IN X 1.54-IN X 24-IN
AT 20" O.C. HEAVY
DUTY STEEL
COUNTERTOP
SUPPORT BRACKET
3/8" DIA. HILTI KB-TZ-2
W/ 2" MIN.
EFFECTIVE EMBED
PER ESR 4266 @ 24"
O.C. (4" MAX FROM
ENDS)
9 1/2"1' - 4 1/2"
2 3/4"
2' - 10"
HORIZONTAL
GRAIN VENEER O/
1/2 PLYWOOD
1/2"
11 1/2"
1/2"
11 1/2"
1/2"
11 1/2"
3 1/2"
PLASTIC
LAMINATE TOP,
PER FINISH PLANS PLASTIC LAMINATE TOP, SEE
FINISH PLAN
STAINED WOOD EDGE CAP
WITH EASED EDGE, STAINED
TO MATCH DESK
TYP. 3/4" EXTERIOR
GRADE PLYWOOD
CORE WITH
LAMINATE FINISH
4' - 4"
3' - 4"
PLATFORM BY G.C.
1' - 0"
2' - 10"
STEPS, BEYOND
SEE PLAN
PLASTIC LAMINATE TOP,
PER FINISH PLANS
LAMINATE OR
VENEER
FINISH, SEE
FINSH PLANS
2X4
BRACING
STEEL PIPE
HANDRAIL,
PAINTED.
PROVIDE
CONT.
BACKING /
BLOCKING
3' - 4"
3' - 0"
1/2" BRUSHED
ALUMINUM
REVEALS, TYP.
3/8" DIA. HILTI KB-TZ-2
W/ 2" MIN.
EFFECTIVE EMBED
PER ESR 4266 @ 24"
O.C. (4" MAX FROM
ENDS)
SOLID SURFACE,
PER FINISH PLAN
1/2" PLYWD ON 2x6 WD
STUD AT 16" O.C.
1/2" PLYWD, PAINT COLOR TBD
PLASTIC LAMINATE,
PER FINISH PLAN
2x6 PT BOTTOM PLATE
4"2' - 8"
7"2' - 1"
BLOCKING AS REQ.
3
1
/
2
"
CONT. SOLID MAPLE,
STAINED, TOE KICK
DRAWERS/SHELVES
PER ELEVATION
2' - 10"
8 1/2"2' - 5"
1/2" BRUSHED
ALUMINUM
REVEALS, TYP.
24-IN X 1.54-IN X 24-IN AT
20" O.C. HEAVY DUTY
STEEL COUNTERTOP
SUPPORT BRACKET, SEE
SPEC.
3/8" DIA. HILTI KB-TZ-2
W/ 2" MIN.
EFFECTIVE EMBED
PER ESR 4266 @ 24"
O.C. (4" MAX FROM
ENDS)
SOLID SURFACE, PER
FINISH PLAN
1/2" PLYWOOD ON 2x6
WD STUD
2x6 PT BOTTOM PLATE
PLASTIC
LAMINATE, PER
FINISH PLAN
1/2" MDF W/ WHITE
MELAMINE FINISH
3 1/2"
2 1/2"
1/2"
3' - 2"
2' - 10"
2' - 0"
10-in x 2-in x 22-in
STAINLESS STEEL
COUNTERTOP
SUPPORT BRACKET,
16" O.C., SEE SPEC.
METAL STUD
WALL, SEE PLAN
BLOCKING AS
REQ.,
10"
PLASTIC LAMINATE
SURFACE, COLOR TBD
WATERFALL EDGE BEYOND
3/8" DIA. HILTI KB-TZ-2
W/ 2" MIN. EFFECTIVE
EMBED PER ESR 4266
@ 24" O.C. (4" MAX
FROM ENDS)
2' - 10"1' - 11"
4' - 4"
1' - 0"
COUNCIL DAIS
131
STEEL PIPE
HANDRAIL,
BOTH SIDES
OF STAIR,
PAINTED.
HSS 2 1/4 X 2 1/4 X 3/16,
SEE STRUCT'L FOR
TYPE OF ATTACHMENT
TO (E) CONC. SLAB
3' - 4"
2X6 AT 12" O.C.
2X6 PT WD BOTTOM
PLATE, SEE STRUCT'L
FOR MORE INFO.
2x6 T.O.P
1/4" X 5" TAPCON, AT
12" O.C. INSTALL PER
ICC ESR 2202
5 1/2"
VENEER OR LAMINATE
FINISH, SEE FINISH PLANS
PLYWOOD OR MDF
Level 1
0"
8.33%
2' - 10"
TYP.
1' - 4 3/4"
MIN.
8' - 2"
2x12 PT WOOD RAMP
FLOOR JOISTS AT 16"
O.C., CUT TO SLOPE
11 1/4"
3 1/4"
2x PT WD BLOCKING TOP
CUT TO MATCH SLOPE, TYP.
PROVIDE HIGH STRENGTH
CONCRETE TOPPING TO
FEATHER END OF RAMP
1' - 0"
1' - 0"
STEEL PIPE
HANDRAIL,
BOTH SIDES
OF RAMP
PAINTED.
MAX.
SLOPE
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2023.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
A68.2
MILLWORK &
CARPENTRY
DETAILS
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
,
9
3
0
2
1
1 1/2" = 1'-0"1DAIS SECTION1 1/2" = 1'-0"2DEPT. HEADS DESK1" = 1'-0"13STAIR DIVIDER WALL SECTION
1 1/2" = 1'-0"7SERVICE COUNTER SECTION
1 1/2" = 1'-0"8SERVICE COUNTER SECTION ACC1 1/2" = 1'-0"12PUBLIC WORK COUNTER SECTION
3/4" = 1'-0"15STAIR AT DAIS
1 1/2" = 1'-0"20PONY WALL GATE JAMB
3/4" = 1'-0"14DAIS RAMP
DESCRIPTION DATE
Jan. 31, 2019Jan. 31, 2015Jan. 31, 2025
3-20-23
259
VICINITY MAP
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTSINC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OFEVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAYNOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED ORDISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVAARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-20-2022
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
DESCRIPTION DATE
S T R U C T U R A L
E N G I N E E R S I N C
QualityServiceCommitment
C I V I L
V C A
MBE DBE SBE
1041 S Garfield Ave Suite #210,
Alhambra, CA 91801
Tel. 323.729.6098 Fax. 323.729.6043
GENERAL NOTES:
SITE CONSTRUCTION LEGEND:
LEGENDS:
ALL WORK PERFORMED IN THIS CONTRACT SHALL CONFORM TO:
A. PROJECT SPECIFICATIONS.
B. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC) AND AMERICAN
PUBLIC WORKS ASSOCIATION (APWA) LATEST EDITION AND SUPPLEMENTS.
C. CITY OF MOORPARK PUBLIC WORK AND STANDARD PLANS.
D. 2019 CALIFORNIA BUILDING CODE (CBC).
ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE WORK SPECIFIED ON THE
DRAWINGS AND WITHIN THE VARIOUS NOTES SHOWN HEREIN.
THE EXISTING CONDITIONS SHOWN DIAGRAMMATICALLY ON THE PLANS ORIGINATED FROM AS
BUILT DRAWINGS AND FIELD SURVEY. ANY DISCREPANCY SHALL BE REPORTED IMMEDIATELY
TO THE DISTRICT USING THE PROPER REQUEST FOR INFORMATION FORMS PRIOR TO
SUBMITTING HIS BID FOR PROPER ACTION.
THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES IN THE AREA OF WORK WHICH
ARE NOT INCLUDED IN THIS CONSTRUCTION. ANY DAMAGE RESULTING FROM THIS WORK
SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO CITY OF MOORPARK.
UNDERGROUND SERVICE ALERT:
BEFORE COMMENCING ANY EXCAVATION, THE CONTRACTOR SHALL OBTAIN AN UNDERGROUND
SERVICE ALERT INQUIRY I.D. NUMBER BY CALLING 1-800-422-4133. TWO (2) WORKING
DAYS SHALL BE ALLOWED AFTER THE I.D. NUMBER IS OBTAINED AND BEFORE THE
EXCAVATION WORK IS STARTED SO THAT UTILITY OWNERS CAN BE NOTIFIED.
PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PUBLIC AND PRIVATE
PROPERTY ADJACENT TO THE WORK PER SECTION 7-9 OF THE STANDARD SPECIFICATIONS.
REMOVALS:
REFER TO CIVIL AND ARCHITECTURAL DRAWINGS FOR DEMOLITION AND REMOVAL OF EXISTING
STRUCTURES AND SUBSTRUCTURES, EXISTING FACILITIES WHICH ARE DISCOVERED DURING
CONSTRUCTION (INCLUDING WALLS, FOOTINGS AND FOUNDATIONS) SHALL BE REPORTED TO
AND COORDINATED WITH THE ARCHITECT AS TO THEIR REMOVAL.
ALL SITE PREPARATION AS INDICATED SHALL BE MADE UNDER THE CONTINUOUS INSPECTION
OF THE INSPECTOR OF RECORD (IOR). SECURE THE REQUIRED PERMIT FROM THE CALIFORNIA
DIVISION OF INDUSTRIAL SAFETY FOR THE CONSTRUCTION OF TRENCHES, SHORING OR
EXCAVATIONS WHICH ARE 5 FEET OR DEEPER OR WORK THAT MAY JEOPARDIZE THE
WORKERS. SHORING CALCULATIONS SHALL BE PROVIDED AS REQUIRED FOR APPROVAL AND
PERMITTING.
THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA SUFFICIENTLY DAMPENED TO
CONTROL DUST CAUSED BY WORK ACTIVITIES AS REQUIRED BY THE CONTRACT DOCUMENTS
AND JURISDICTIONAL AGENCY.
ALL FILL OR BACKFILL SHALL BE COMPACTED TO AT LEAST 90% COMPACTION PER ASTM
D-1557. FOR UTILITY TRENCH BACKFILL REFER TO DETAIL 5 ON SHEET C-5.0.
CONSTRUCTION STAKING AND ADJUSTMENTS FOR IMPROVEMENTS SHOWN ON THESE PLANS
SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR PAID FOR BY THE CONTRACTOR AND
INCLUDED IN THE CONTRACT.
VOIDS RESULTING FROM REMOVAL WORK SHALL BE FILLED WITH SUITABLE MATERIALS
APPROVED BY THE DISTRICT RETAINED GEOTECHNICAL ENGINEER AND COMPACTED TO AT
LEAST 95% OF COMPACTION REQUIREMENT PER ASTM D-1557.
UPON COMPLETION OF PROJECT, CONTRACTOR SHALL REMOVE EXISTING CONSTRUCTION
FENCING, APPURTENANCES AND OFFICE TRAILERS FROM THE SITE. PAVEMENT SHALL BE
PATCHED AND REPAIRED TO MATCH ADJACENT PAVEMENT AND APPROVED BY THE
INSPECTOR OF RECORD.
ANY ADDITIONAL SURVEYS OR TESTING AS A RESULT OF CONTRACTOR ERROR, OMISSION OR
MISINFORMATION WILL BE CHARGED TO THE CONTRACTOR.
CONSTRUCT STRAIGHT GRADES BETWEEN ELEVATIONS SHOWN ON PLAN UNLESS INTERRUPTED
BY A GRADE CHANGE LINE. ANY DEVIATION FROM THE GRADING PLAN MUST HAVE PRIOR
APPROVAL FROM THE ENGINEER OF RECORD AND ARCHITECT.
GRADE LAWN AND PLANTING AREA 1-1/2" BELOW DESIGN GRADES INDICATED.
WHERE A.C. PAVEMENT IS TO BE REMOVED ADJACENT TO A RELOCATABLE BUILDING OR
STORAGE CONTAINER, CUT 6" AWAY FROM THE BUILDING MUDSILL OR CONTAINER WITH A
CONCRETE CUTTING SAW BEFORE REMOVAL.
MAINTAIN A RECORD OF LOCATION OF UTILITY MARKERS ON THE AS-BUILT PLAN AND
REINSTALL THEM AFTER PAVING. REPLACE BENT OR UNUSABLE MARKERS FOR ALL UTILITY
LINES DISCOVERED WITHIN THE WORK AREA. INSTALL BRASS UTILITY MARKERS INDICATING
DIRECTIONS OF LINES AT ALL CHANGES IN DIRECTIONS AFTER PAVING. INFORM THE
SURVEYOR TO LOCATE AND RECORD ACTUAL LOCATIONS.
UNCLOG, CLEAN AND FLUSH THE WORK AREA DRAINAGE SYSTEM AFTER PAVING AND
IMMEDIATELY BEFORE A RAIN FORECAST.
ALL EXPORT OF MATERIAL FROM THE SITE MUST GO TO A PERMITTED SITE OR A LEGAL
DUMPSITE. RECEIPTS FOR ACCEPTANCE OF EXCESS MATERIAL BY A DUMPSITE ARE REQUIRED
AND MUST BE PROVIDED TO THE INSPECTOR OF RECORD.
A COPY OF THE APPROVED GRADING PLANS MUST BE IN THE POSSESSION OF A
RESPONSIBLE PERSON AND AVAILABLE AT THE SITE AT ALL TIMES.
SITE BOUNDARIES, EASEMENTS, DRAINAGE DEVICES, RESTRICTED USE AREAS SHALL BE
LOCATED PER CONSTRUCTION STAKING BY A LICENSED SURVEYOR. PRIOR TO GRADING, AS
REQUESTED BY THE INSPECTOR OF RECORD, ALL PROPERTY LINES, EASEMENTS, AND
RESTRICTED USE AREAS SHALL BE STAKED.
THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ADEQUATE DRAINAGE OF THE SITE,
DURING INTERIM CONDITIONS OF CONSTRUCTION.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE ARCHITECT WITH A
COMPLETE SET OF REPRODUCIBLE "AS-BUILT" DRAWINGS OF ALL WORK PERFORMED UNDER
THIS CONTRACT, AS SHOWN WITHIN THESE CONSTRUCTION DRAWINGS. ALL FIELD CHANGES
SHALL BE SHOWN IN DETAIL ON THE "AS-BUILT" DRAWINGS AND SHALL INCORPORATE AS A
MINIMUM, NEW ELEVATIONS, GRADES AND ALIGNMENT OF UNDERGROUND FACILITIES WITH
DIMENSIONAL TIES TO BUILDINGS OR OTHER VISIBLE IMPROVEMENTS.
THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE
CONDITIONS INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY, AND
SHALL NOT BE LIMITED TO NORMAL WORKING HOURS.
IF GRADING MATERIAL IS TO BE STORED ON SITE, CONTRACTOR TO COORDINATE LOCATION
WITH CITY OF MOORPARK.
CONTRACTOR TO COORDINATE WITH OWNER AUTHORIZED REPRESENTATIVE FOR PARKING,
STREET ACCESS, ALLEY ACCESS, IN-CAMPUS ACCESS, AND ADA PATH OF TRAVEL WHILE IN
CONTRACTOR TO VERIFY IN FIELD, THROUGH POTHOLE, THE POINT OF CONNECTION TO
EXISTING LINE FOR WATER, SEWER, AND ELECTRICAL LINES.
CONTRACTOR SHALL SURVEY AS-BUILT CONDITIONS.
PROVIDE FINAL SURVEY BY A LICENSED SURVEYOR AT THE COMPLETION OF THE PROJECT
FOR THE AS-BUILT DRAWINGS.
CONTRACTOR TO PERFORM SITE INVESTIGATION GPR NAD OTHER SITE INVESTIGATION PRIOR
TO START WORK, SUBMIT REPORTS AND FINDINGS FOR REVIEW BY A/E TEAM WITHIN TWO TO
THREE WEEKS OF NTP. CONTRACTOR TO COMPARE FINDINGS WITH SITE UTILITY PLANS
PROVIDED WITH CONSTRUCTION DOCUMENTS AND REPORT ANY CONFLICT PRIOR TO START
CONSTRUCTION.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
30.
31.
SHEET NO. DESCRIPTION
GENERAL NOTES, LEGENDS AND ABBREVIATIONS
SITE DEMOLITION PLAN
SITE DEMOLITION PLAN
C-1.0
CD-1.0
CD-1.1
C-2.0 SITE CONTROL, GRADING AND UTILITY PLAN
CENTER LINE
PROPERTY LINE
PROJECT
SITE
SC
I
E
N
C
E
D
R
NEW L
O
S
A
N
G
E
L
E
S
A
V
E
NEW L
O
S
A
N
G
E
L
E
S
A
V
E
NEW LOS
A
N
G
E
L
E
S
A
V
E
NEW LOS
A
N
G
E
L
E
S
A
V
E
M
I
L
L
E
R
P
K
W
Y
M
I
L
L
E
R
P
K
W
Y
GENERAL NOTES,
LEGENDS, AND
ABBREVIATIONS
C-1.0
SITE CONTROL, GRADING AND UTILITY PLANC-2.1
C-3.0 MISCELLANEOUS DETAILS
C-3.1 MISCELLANEOUS DETAILS
NEW 4" THICK AC SURFACING OVER 4" THICK
CRUSHED AGGREGATE BASE (CAB) TO MATCH
EXISTING THICKNESS PER DETAIL 1 ON SHEET C-3.0.
4" THICK CONCRETE PAVEMENT OVER 4" BASE PER
DETAIL 3 ON SHEET C-3.0.
GRIND AND OVERLAY 1.5" MINIMUM ASPHALT PER DETAIL 2 ON SHEET
3.0. CONTRACTOR TO ENSURE LESS THAN 1.80% CROSS SLOPE AND
4.8% DIRECTIONAL IN ACCESSIBILITY AREAS.
REMOVE EXISTING 4" THICK AC PAVEMENT AND 4" THICK BASE
MATERIAL, FULL DEPTH.
REMOVE EXISTING CONCRETE PAVEMENT
AND BASE MATERIAL, FULL DEPTH.
CLEAR, GRUB AND REMOVE EXISTING
TURF/PLANTER/SHRUBS/EXPOSED SUBGRADE AREA. REMOVE
EXISTING SHRUBS AND ROOTS IN THEIR ENTIRETY.
GRIND TOP 1.5" OF AC PAVEMENT.
LIMIT OF WORK
SHEET INDEX:
CONSTRUCTION.
INSTALL NEW PLANTING AREA PER LANDSCAPE
DRAWINGS.
LIMIT OF REMOVAL
3-20-23
260
(E) AC
(E) AC
(E) AC
PL
(E) AC
(E) CITY HALL TENANT IMPROVEMENT
2 STORY B AND A-3 OCCUPANCY
START
END
SCIENCE DRIVE
PL
CL
PL
PL
START
END
TYP.
START
END
REMOVAL NOTES:
REMOVE EXISTING 4" THICK AC PAVEMENT AND 4" THICK BASE MATERIAL,
FULL DEPTH.
REMOVE EXISTING CONCRETE SIDEWALK PAVEMENT AND BASE MATERIAL,
FULL DEPTH.
CLEAR, GRUB AND REMOVE EXISTING TURF/PLANTER/EXPOSED SUBGRADE
AREA. REMOVE EXISTING SHRUBS AND ROOTS.
1
2
3
PROTECT IN PLACE EXISTING CONCRETE PAVEMENT.
PROTECT-IN-PLACE NOTES:
20
PROTECT IN PLACE EXISTING CONCRETE CURB.
PROTECT IN PLACE AC PAVEMENT AND BASE MATERIAL, FULL DEPTH.
PROTECT IN PLACE EXISTING TREE WELL.
PROTECT IN PLACE EXISTING MOW STRIP.
PROTECT IN PLACE EXISTING STORMDRAIN CATCH BASIN.
PROTECT IN PLACE EXISTING CONCRETE GUTTER.
22
23
24
25
26
27
REMOVE EXISTING CURB IN ITS ENTIRETY.
REMOVE EXISTING CONCRETE CURB RAMP IN ITS ENTIRETY.
5
6
PROTECT IN PLACE EXISTING TRASH ENCLOSURE.
PROTECT IN PLACE EXISTING TREE.
38
39
PROTECT IN PLACE EXISTING LIGHT POLE. 29
PROTECT IN PLACE EXISTING TREES, SHRUBS, SOD, ETC. COORDINATE
WITH LANDSCAPE DRAWINGS.
PROTECT IN PLACE EXISTING SIGNAGE.
31
32
REMOVE EXISTING 4" THICK AC PAVEMENT AND
4" THICK BASE MATERIAL, FULL DEPTH.
REMOVE EXISTING CONCRETE SIDEWALK PAVEMENT
AND BASE MATERIAL, FULL DEPTH.
CLEAR, GRUB AND REMOVE EXISTING
TURF/PLANTER/SHRUBS/EXPOSED
SUBGRADE AREA. REMOVE EXISTING
SHRUBS AND ROOTS IN THEIR ENTIRETY.
REMOVAL LEGEND:
LIMIT OF REMOVAL
REMOVE AND REINSTALL EXISTING CURB DRAIN TO NEW GRADES.
REMOVE EXISTING CONCRETE V-GUTTER IN ITS ENTIRETY.
REMOVE EXISTING CONCRETE STOPPER.
REMOVE EXISTING RAILING IN ITS ENTIRETY.
REMOVE EXISTING TREE.
REMOVE EXISTING MOW STRIP.
REMOVE EXISTING CONCRETE RAMP IN ITS ENTIRETY.
7
8
9
10
11
12
13
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTSINC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OFEVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAYNOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED ORDISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVAARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-20-2022
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
DESCRIPTION DATE
S T R U C T U R A L
E N G I N E E R S I N C
QualityServiceCommitment
C I V I L
V C A
MBE DBE SBE
1041 S Garfield Ave Suite #210,
Alhambra, CA 91801
Tel. 323.729.6098 Fax. 323.729.6043
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
D
-
1
.
1
SITE DEMOLITION
PLAN
CD-1.0
KEYMAP
SITE DEMOLITION PLAN
CD-1.1CD-1.0
3-20-23
261
END
(E) AC
(E) AC
(E) AC
(E) CONC
(E) AC
(E) CITY HALL TENANT IMPROVEMENT
2 STORY B AND A-3 OCCUPANCY
(E) AC
SCIENCE DRIVECL
PL
PL
PL
START
START
END
TYP.
TYP.
ENDSTART
REMOVE EXISTING 4" THICK AC PAVEMENT AND
4" THICK BASE MATERIAL, FULL DEPTH.
REMOVE EXISTING CONCRETE SIDEWALK PAVEMENT
AND BASE MATERIAL, FULL DEPTH.
CLEAR, GRUB AND REMOVE EXISTING
TURF/PLANTER/SHRUBS/EXPOSED
SUBGRADE AREA. REMOVE EXISTING
SHRUBS AND ROOTS IN THEIR ENTIRETY.
REMOVAL LEGEND:
GRIND TOP 1.5" OF AC PAVEMENT.
LIMIT OF REMOVAL
REMOVAL NOTES:
REMOVE EXISTING 4" THICK AC PAVEMENT AND 4" THICK BASE MATERIAL,
FULL DEPTH.
REMOVE EXISTING CONCRETE SIDEWALK PAVEMENT AND BASE MATERIAL,
FULL DEPTH.
CLEAR, GRUB AND REMOVE EXISTING TURF/PLANTER/EXPOSED SUBGRADE
AREA. REMOVE EXISTING SHRUBS AND ROOTS.
GRIND TOP 1.5" OF AC PAVEMENT.
REMOVE EXISTING CURB IN ITS ENTIRETY.
REMOVE EXISTING CONCRETE CURB RAMP IN ITS ENTIRETY.
REMOVE AND REINSTALL EXISTING CURB DRAIN TO NEW GRADES.
REMOVE EXISTING CONCRETE V-GUTTER IN ITS ENTIRETY.
REMOVE EXISTING CONCRETE STOPPER.
1
2
3
4
5
6
7
8
9
PROTECT IN PLACE EXISTING CONCRETE PAVEMENT.
PROTECT IN PLACE EXISTING WALL.
PROTECT IN PLACE EXISTING CONCRETE CURB.
PROTECT IN PLACE AC PAVEMENT AND BASE MATERIAL, FULL DEPTH.
PROTECT IN PLACE EXISTING TREE WELL.
PROTECT IN PLACE EXISTING MOW STRIP.
PROTECT-IN-PLACE NOTES:
20
21
22
23
24
25
PROTECT IN PLACE EXISTING CONCRETE GUTTER.
PROTECT IN PLACE EXISTING FIRE HYDRANT.
PROTECT IN PLACE EXISTING LIGHT POLE.
PROTECT IN PLACE EXISTING MANHOLE.
PROTECT IN PLACE EXISTING TREES, SHRUBS, SOD, ETC. COORDINATE
WITH LANDSCAPE DRAWINGS.
PROTECT IN PLACE EXISTING SIGNAGE.
PROTECT IN PLACE EXISTING COLUMN AND ITS FOUNDATION.
PROTECT IN PLACE EXISTING IRRIGATION CONTROL VALVE.
PROTECT IN PLACE EXISTING FIRE RISER.
PROTECT IN PLACE EXISTING WATER VALVE.
PROTECT IN PLACE EXISTING SEWER UTILITY COMPONENT. ADJUST TO
NEW GRADE IF NECESSARY.
27
28
29
30
31
32
33
34
35
36
37
REMOVE EXISTING TREE.11
PROTECT IN PLACE EXISTING TREE. 39
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTSINC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OFEVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAYNOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED ORDISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVAARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-20-2022
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
DESCRIPTION DATE
S T R U C T U R A L
E N G I N E E R S I N C
QualityServiceCommitment
C I V I L
V C A
MBE DBE SBE
1041 S Garfield Ave Suite #210,
Alhambra, CA 91801
Tel. 323.729.6098 Fax. 323.729.6043
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
D
-
1
.
0
SITE DEMOLITION
PLAN
CD-1.1
KEYMAP
SITE DEMOLITION PLAN
CD-1.1CD-1.0
3-20-23
262
(E) AC
(E) AC
(E) CITY HALL TENANT IMPROVEMENT
2 STORY B AND A-3 OCCUPANCY
SCIENCE DRIVE
PL
CL
PL
PL
GENERATOR
START
END
START
LEGEND:
NEW 4" THICK AC SURFACING OVER 4" THICK CRUSHED
AGGREGATE BASE (CAB) TO MATCH EXISTING
THICKNESS PER DETAIL 1 ON SHEET C-3.0.
4" THICK CONCRETE PAVEMENT OVER 4" BASE PER
DETAIL 3 ON SHEET C-3.0.
GRIND AND OVERLAY 1.5" MINIMUM ASPHALT PER DETAIL 2 ON
SHEET 3.0. CONTRACTOR TO ENSURE LESS THAN 1.80%
CROSS SLOPE AND 4.8% DIRECTIONAL IN ACCESSIBILITY
AREAS.
INSTALL PLANTING AREA PER LANDSCAPE DRAWINGS.
LIMIT OF WORK
1
CONSTRUCTION NOTES:
CONSTRUCT 4" THICK CONCRETE SIDEWALK PAVEMENT OVER 4" BASE PER
DETAIL 3 ON SHEET C-3.0.
CONSTRUCT NEW 4" THICK AC SURFACING OVER 4" THICK CRUSHED
AGGREGATE BASE (CAB) TO MATCH EXISTING THICKNESS PER DETAIL 1 ON
SHEET C-3.0.
2
CONSTRUCT NEW 6" CONCRETE CURB PER DETAIL 7 ON SHEET C-3.0.
CONSTRUCT TRUNCATED DOME PER DETAIL 2 ON SHEET C-3.1.
4
5
INSTALL CORRUGATED, DUAL WALL, HDPE PIPE PER DETAIL 5 ON SHEET
C-3.1. SEE PLAN FOR SIZE. CONTRACTOR TO ENSURE 0.50% MINIMUM SLOPE
AND 18" MINIMUM COVER. VERIFY LOCATION AND INVERT AT POINT OF
CONNECTION PRIOR TO INSTALLATION OF PIPE.
CONNECT TO EXISTING ON-SITE STORMDRAIN LINE. CONTRACTOR TO
ENSURE 0.50% MINIMUM SLOPE AND 18" MINIMUM COVER. VERIFY LOCATION
AND INVERT AT POINT OF CONNECTION PRIOR TO INTSALLATION OF PIPE.
CONSTRUCT NEW CURB RAMP PER DETAIL 4 ON SHEET C-3.1.
INSTALL NEW TRASH ENCLOSURE PER ARCHITECTURAL DRAWINGS. 6" THICK
CONCRETE PAVEMENT OVER 4" THICK FOR TRASH ENCLOSURE PER DETAIL 3
ON SHEET C-3.0.
INSTALL 6'' WEEPHOLE FOR STORMWATER RUNOFF TO DALYIGHT.
CONSTRUCT NEW GRAVITY WALL PER DETAIL 8 ON SHEET C-3.0.
CONSTRUCT NEW THICKENED EDGE PER DETAIL 3A ON SHEET C-3.0.
RESTORE STRIPING TO MATCH EXISTING AFTER CONSTRUCTION OF THE
PAVEMENT.
CONSTRUCT CURB RAMP PER DETAIL 7 ON SHEET C-3.1.
INSTALL NEW PLANTING AREA PER LANDSCAPE DRAWINGS.
12
13
14
15
16
17
18
19
20
21
INSTALL NEW FLAG POLE PER LANDSCAPE DRAWINGS.
REINSTALL EXISTING CURB DRAIN IN KIND.
INSTALL NEW GENERATOR PER ELECTRICAL DRAWINGS AND
ENCLOSURE/CONCRETE SLAB PER STRUCTURAL DRAWINGS. CONTRACTOR
TO GRADE SLAB OF ENCLOSURE TO ALLOW STORMWATER RUNOFF TO
SHEETFLOW OUT OF THE ENCLOSURE.
CONSTRUCT NEW CONCRETE V-GUTTER PER DETAIL 1 ON SHEET C-3.1.
7
8
9
10
EXISTING ON-SITE STORMDRAIN LINE.23
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTSINC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OFEVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAYNOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED ORDISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVAARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-20-2022
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
DESCRIPTION DATE
S T R U C T U R A L
E N G I N E E R S I N C
QualityServiceCommitment
C I V I L
V C A
MBE DBE SBE
1041 S Garfield Ave Suite #210,
Alhambra, CA 91801
Tel. 323.729.6098 Fax. 323.729.6043
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
2
.
1
KEYMAP
C-2.1C-2.0
SITE CONTROL,
GRADING AND
UTILITY PLAN
C-2.0
SITE CONTROL, GRADING AND UTILITY PLAN
3-20-23
263
LEGEND:
NEW 4" THICK AC SURFACING OVER 4" THICK CRUSHED
AGGREGATE BASE (CAB) TO MATCH EXISTING
THICKNESS PER DETAIL 1 ON SHEET C-3.0.
4" THICK CONCRETE PAVEMENT OVER 4" BASE PER
DETAIL 3 ON SHEET C-3.0.
GRIND AND OVERLAY 1.5" MINIMUM ASPHALT PER DETAIL 2 ON
SHEET 3.0. CONTRACTOR TO ENSURE LESS THAN 1.80%
CROSS SLOPE AND 4.8% DIRECTIONAL IN ACCESSIBILITY
AREAS.
INSTALL PLANTING AREA PER LANDSCAPE DRAWINGS.
LIMIT OF WORK
(E) AC
(E) AC
(E) AC
(E) AC
(E) CITY HALL TENANT IMPROVEMENT
2 STORY B AND A-3 OCCUPANCY
CL
PL
PL
PL
(E)
CONC
START
ENDEND
SCIENCE DRIVE
1
CONSTRUCTION NOTES:
CONSTRUCT 4" THICK CONCRETE SIDEWALK PAVEMENT OVER 4" BASE PER
DETAIL 3 ON SHEET C-3.0.
CONSTRUCT NEW 4" THICK AC SURFACING OVER 4" THICK CRUSHED
AGGREGATE BASE (CAB) TO MATCH EXISTING THICKNESS PER DETAIL 1 ON
SHEET C-3.0.
GRIND AND OVERLAY 1.5" MINIMUM ASPHALT PER DETAIL 2 ON SHEET C-3.0.
CONTRACTOR TO ENSURE LESS THAN 2% CROSS SLOPE AND 4.8%
DIRECTIONAL IN ACCESSIBILITY AREAS.
CONSTRUCT NEW 6" CONCRETE CURB PER DETAIL 7 ON SHEET C-3.0.
CONSTRUCT TRUNCATED DOME PER DETAIL 2 ON SHEET C-3.1.
CONSTRUCT CURB RAMP PER DETAIL 3 ON SHEET C-3.1.
2
3
4
5
6
CONSTRUCT NEW CONCRETE V-GUTTER PER DETAIL 1 ON SHEET C-3.1.
INSTALL NEW AREA DRAIN PER DETAIL 6 ON SHEET C-3.1.
INSTALL CORRUGATED, DUAL WALL, HDPE PIPE PER DETAIL 5 ON SHEET
C-3.1. SEE PLAN FOR SIZE. CONTRACTOR TO ENSURE 0.50% MINIMUM SLOPE
AND 18" MINIMUM COVER. VERIFY LOCATION AND INVERT AT POINT OF
CONNECTION PRIOR TO INSTALLATION OF PIPE.
10
11
12
CONSTRUCT NEW GRAVITY WALL PER DETAIL 8 ON SHEET C-3.0.
CONSTRUCT NEW THICKENED EDGE PER DETAIL 3A ON SHEET C-3.0.
RESTORE STRIPING TO MATCH EXISTING AFTER CONSTRUCTION OF THE
PAVEMENT.
17
18
19
INSTALL NEW PLANTING AREA PER LANDSCAPE DRAWINGS.
INSTALL NEW ADA STRIPING PER ARCHITECTURAL DRAWINGS.
21
22
REINSTALL EXISTING CURB DRAIN IN KIND.8
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTSINC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OFEVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAYNOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED ORDISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVAARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-20-2022
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
DESCRIPTION DATE
S T R U C T U R A L
E N G I N E E R S I N C
QualityServiceCommitment
C I V I L
V C A
MBE DBE SBE
1041 S Garfield Ave Suite #210,
Alhambra, CA 91801
Tel. 323.729.6098 Fax. 323.729.6043
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
2
.
0
KEYMAP
C-2.1C-2.0
SITE CONTROL,
GRADING AND
UTILITY PLAN
C-2.1
SITE CONTROL, GRADING AND UTILITY PLAN
3-20-23
264
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTSINC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OFEVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAYNOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED ORDISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVAARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-20-2022
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
DESCRIPTION DATE
S T R U C T U R A L
E N G I N E E R S I N C
QualityServiceCommitment
C I V I L
V C A
MBE DBE SBE
1041 S Garfield Ave Suite #210,
Alhambra, CA 91801
Tel. 323.729.6098 Fax. 323.729.6043
MISCELLANEOUS
DETAILS
C-3.0
NOTE:
AC PAVEMENT SECTION AC OVERLAY DETAIL2 CONCRETE PAVEMENT SECTION DETAIL3
NOTES:
TABLE
3.
2.
NOTES:
1.
CONCRETE CURB DETAIL76AC PAVEMENT THICKNESS TRANSITIONPAVEMENT TRANSITION DETAIL5
NOTES:
A B
JOINT DETAIL4
LEGEND:
NOTES:
GRAVITY WALL DETAIL8
1
NOTES:
3-20-23
265
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTSINC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OFEVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAYNOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED ORDISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVAARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-20-2022
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
DESCRIPTION DATE
S T R U C T U R A L
E N G I N E E R S I N C
QualityServiceCommitment
C I V I L
V C A
MBE DBE SBE
1041 S Garfield Ave Suite #210,
Alhambra, CA 91801
Tel. 323.729.6098 Fax. 323.729.6043
MISCELLANEOUS
DETAILS
C-3.1
NOTE:
2.
1.
NOTES:
AREA DRAIN DETAIL6
CONCRETE V-GUTTER1
TRENCH SECTION5
NOTES:
TRUNCATED DOMES2
PLAN
SECTION A
CURB RAMP DETAIL3 CURB RAMP DETAIL4
CURB RAMP DETAIL7
1. PAVEMENT FINISH SURFACE SHALL BE A SMOOTH CONTINUATION OF ADJOINING PAVED SURFACE.
3-20-23
266
1. DETAILS OF CONSTRUCTION NOT SHOWN SHALL BE OF SAME NATURE AS
THOSE SHOWN FOR SIMILAR CONDITIONS. REFER TO THE TYPICAL DETAIL
SHEETS FOR TYPICAL DETAILS OF CONSTRUCTION. TYPICAL DETAILS APPLY TO
ALL CONSTRUCTION UNLESS SPECIFICALLY NOTED OR SHOWN OTHERWISE.
WHERE CONDITIONS REQUIRE MODIFICATIONS OF A TYPICAL DETAIL, THE
CONTRACTOR SHALL SUBMIT MODIFIED DETAIL FOR APPROVAL BY THE
ENGINEER OF RECORD PRIOR TO FABRICATION AND INSTALLATION. DETAILS
OF CONSTRUCTION NOT SHOWN SHALL BE OF SAME NATURE AS THOSE
SHOWN FOR SIMILAR CONSTRUCTION.
2. CONTRACTOR SHALL CONSIDER THE PROJECT SPECIFICATIONS A PART OF THE
CONTRACT DOCUMENTS. WHERE INFORMATION IS CONFLICTING, SPECIFIC
DETAILS SHALL GOVERN OVER TYPICAL DETAILS WHICH SHALL GOVERN OVER
THESE NOTES WHICH SHALL GOVERN OVER SPECIFICATIONS.
3. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST
ARCHITECTURAL DIMENSIONS. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE
OMITTED OR NOT CLEAR, CONTACT THE ARCHITECT (ARCH) OR STRUCTURAL
ENGINEER OF RECORD (SEOR). ALL DIMENSIONS RELATED TO EXISTING
CONDITIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. DIMENSIONS
ARE TO THE FACE OF STUDS, AND TO CENTERLINE OF COLUMNS UNO.
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY THE SEOR
OF ANY CONFLICTS BETWEEN THE STRUCTURAL DRAWINGS AND OTHER
DRAWINGS; OR EXISTING CONDITIONS NOT SHOWN OR DIFFERENT FROM
THOSE SHOWN ON DRAWINGS PRIOR TO COMMENCEMENT OF WORK. THE
CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF
THE BUILDING THAT IS IN CONFLICT UNTIL THE CONFLICT IS RESOLVED WITH
THE AFFECTED PARTIES.
5. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED
STRUCTURE. UNLESS OTHERWISE SHOWN THEY DO NOT INDICATE METHOD OF
CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES
NECESSARY TO PROTECT THE CONSTRUCTION AND ALL ADJACENT
PROPERTIES DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT
ARE NOT LIMITED TO BRACING, SHORING OF LOADS DUE TO CONSTRUCTION
EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT OR
SEOR SHALL NOT INCLUDE OBSERVATION OF THE ABOVE ITEMS.
6. SUBSTITUTION REQUESTS FOR MATERIALS SPECIFIED ON THE STRUCTURAL
DRAWINGS MAY BE CONSIDERED WITH MATERIALS HAVING EQUIVALENT OR
GREATER CAPACITY AND PERFORMANCE. CURRENT EVALUATION REPORTS
AND PRODUCT INFORMATION SHALL BE PROVIDED TO THE STRUCTURAL
ENGINEER DEMONSTRATING THE REQUIRED CAPACITY AND PERFORMANCE OF
THE MATERIAL TO BE SUBSTITUTED. WRITTEN APPROVAL FROM THE SEOR
SHALL BE OBTAINED PRIOR TO THE SUBSTITUTION OF ANY MATERIAL
SPECIFIED ON THE STRUCTURAL DOCUMENTS.
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT
SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE
OF CALIFORNIA, LATEST EDITION, AND ALL OSHA REQUIREMENTS AS THEY
APPLY TO THIS PROJECT. THE ARCHITECT, SEOR, AND THE OWNER DO NOT
ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY
WITH THESE REQUIREMENTS.
8. ALL WORK IS NEW (N) UNLESS INDICATED AS EXISTING (E).
9. CONSTRUCTION MATERIALS SHALL BE DISTRIBUTED WHEN PLACED ON THE
STRUCTURE SUCH THAT LOADS DO NOT EXCEED DESIGN LIVE LOADS OR
RESULT IN AN UNBALANCED CONDITION.
10.
GENERAL NOTES:
REFER TO THE PROJECT SPECIFICATIONS FOR SHOP DRAWING REQUIREMENTS
AND SUBMITTALS.
1. FIELD VERIFY ALL CONDITIONS & DIMENSIONS PRIOR TO SHOP DRAWING
PRODUCTION AND FABRICATION OF STRUCTURAL ELEMENTS.
2. WHERE ALL OTHER EXISTING CONDITIONS VARY SIGNIFICANTLY FROM THOSE
SHOWN ON THESE DRAWINGS, THE STRUCTURAL ENGINEER SHALL BE
NOTIFIED PRIOR TO CONTINUED CONSTRUCTION RELATED TO SUBJECT
CONDITIONS.
3. SHORE ALL EXISTING CONSTRUCTION AS REQUIRED.
4. ALL EXISTING (E) CONNECTIONS AT ELEMENTS TO BE REPLACED SHALL BE
REPLACED OR RE-ATTACHED TO MATCH EXISTING CONDITIONS.
5. VERIFY LOCATION OF EXISTING (E) REBAR BEFORE FABRICATION USING NON-
DESTRUCTIVE TESTING.
6. SPECIAL INSPECTION IS REQUIRED FOR ALL WORK.
7. SEE "AS BUILT" DRAWINGS FOR EXISTING BUILDING DESIGN FOR ITEMS NOT
SHOWN OR NOTED.
8. ALL EXISTING (E) WOOD ELEMENTS TO REMAIN SHALL BE FIELD INSPECTED
DURING CONSTRUCTION AND TREATED FOR DRYROT REMOVAL / CONTROL.
WHERE EXISTING GLB'S TO REMAIN ARE FOUND TO HAVE EXTENSIVE DRYROT
DEEPER THAN THE TOP TWO LAMINATIONS (3"), THE STRUCTURAL ENGINEER
SHALL BE NOTIFIED PRIOR TO CONTINUED CONSTRUCTION RELATED TO
SUBJECT GLB'S.
9. CORE DRILLS REQUIRED SHALL NOT CUT ANY REINFORCING. THE
CONTRACTOR IS TO COORDINATE WORK OF ALL TRADES TO ENSURE
COMPLIANCE. ALL CORE DRILLS ARE TO BE PRESENTED TO THE IOR FOR
VERIFICATION. THE IOR IS TO DOCUMENT CORES EXAMINED INDICATING AN
ABSENCE OF REINFORCING.
EXISTING CONDITIONS NOTES:
TYPICAL ABBREVIATIONS
A.B.ANCHOR BOLT
INT INTERIOR
ABV ABOVE
ADDT'L ADDITIONAL
KLF KIPS PER LINEAR FOOT
ADJ ADJACENT
KSL KIPS PER SQUARE FOOT
A.F.F.ABOVE FINISH FLOOR
KSI KIPS PER SQUARE INCH
ALT ALTERNATE
L ANGLE
ARCH ARCHITECT(URAL)LFRS LATERAL FORCE
BLDG BUILDING
RESISTING SYSTEM
BLK'G BLOCKING
LLH LONG LEG HORIZONTAL
BLW BELOW
LLV LONG LEG VERTICAL
BM BEAM LP LOW POINT
BN BOUNDARY NAILING LWC LIGHTWEIGHT CONCRETE
B.O.BOTTOM OF MAX MAXIMUM
BOT BOTTOM M.B.MACHINE BOLT
BRG BEARING MECH MECHANICAL
B.S.BOTH SIDES MFR MANUFACTURER
BTWN BETWEEN MIN MINIMUM
C CAMBER OR MTL METAL
C.I.P.CAST IN PLACE
(N)NEW
CJ CONTROL/NS NEAR SIDE OR NON-SHRINK
CONSTRUCTION JOINT NTS NOT TO SCALE
CL CENTERLINE NWC NORMAL WEIGHT CONCRETE
CLR CLEAR
O.C.ON CENTERCMUCONCRETE MASONRY UNIT
O.F.OUTSIDE FACECOLCOLUMN
OH OPPOSITE HANDCONCCONCRETE
OPM
OSHPD PRE APPROVAL OFCONN CONNECTION
PDF POWDER DRIVEN FASTENER
CONT CONTINUOUS
PJ PANEL JOIST
CP COMPLETE PENETRATION
PL PLATE
CSK COUNTERSINK
PLC(S) PLACE(S)
CTR(D) CENTER(ED)
PLF POUND PER LINEAR FOOT
DB BAR OR BOLT DIAMETER
PLYWD PLYWOOD
DBL DOUBLE
PREFAB PREFABRICATED
DC DEMAND CRITICAL
PSF POUND PER SQUARE FOOT
DEMO DEMOLITION
PSI POUND PER SQUARE INCH
DET DETAIL
PT PRESSURE TREATED OR
DIA DIAMETER
POST TENSION
DIAG DIAGONAL
QTY QUNATITY
DIM DIMENSION
RAD, R RADIUS
DO DITTO
REF REFERENCE
DWG DRAWING
REINF REINFORCING
(E) EXISITNG
REQ'D REQUIRED
EA EACH
SB SILL BOLT
E.F. EACH FACE
SC SAW CUT OR SLIP CRITICAL
EJ EXPANSION JOIST
SCHED SCHEDULE
EMBED EMBEDMENT
SEOR STRUCTURAL ENGINEER
ELEC ELECTRICAL
ON RECORD
ELEV ELEVATION
SHT'G SHEATHING
EN EDGE NAILING
SIM SIMILAR
E.O.EDGE OF
SLRS SEISMIC LOAD
EOR ENGINEER OF RECORD
RESISTING SYSTEM
EQ EQUAL
SMS SHEET METAL SCREW
EQUIP EQUIPMENT
SN SILL NAIL
E.S.EACH SIDE/ EDGE SCREW
S.O.G.SLAB ON GRADE
E.W.EACH WAY
SQ SQUARE
EXP EXPANSION
SS STAINLESS STEEL
EXT EXTERIOR
STD STANDARD
FIN FINISH
STAGG.STAGGERED
FLR FLOOR
SITFF STIFFENER
FN FIELD NAILING
STL STEEL
FND FOUNDATION
STRUCT STRUCTURAL
F.O. FACE OF
T&B TOP AND BOTTOM
FS FAR SIDE OR FIELD SCREW
THK THICK
FRM'G FRAMING
T.O. TOP OF
FT FOOT OR FEET
T.O.M.TOP OF MASONRY
FTG FOOTING
T.O.S.TOP OF STEEL
G GIRDER
TYP TYPICAL
GA GAUGE
U.N.O. UNLESS NOTED OTHERWISE
GALV GALVANIZED
VERT VERTICAL
H.A.B. HEADED ANCHOR BOLT
W/WITH
HD HOLDOWN
W/O WITHOUT
HDR HEADER
WF WIDE FLANGE/WALL FOOTING
HGR HANGER
WLD WELDED
HK HOOK
WO WHERE OCCURS
HORIZ HORIZONTAL
WP WORK POINT
HP HIGH POINT
WT WEIGHT
HS HIGH STRENGTH
WWF WELDED WIRE FABRIC
HSS HOLLOW STRUCTURAL
SECTION
REFERENCE ELEVATION OR
HT HEIGHT
WORK POINT
IN INCH
PENE PENETRATION
OPN'G OPENING
MANUFACTURER’S
CERTIFICATION
A.T.R. ALL THREADED ROD
LBS POUND
ø DIAMETER
WWM WELDED WIRE MESH
GB GRADE BEAM
LONG. LONGITUDINAL
SF SPREAD FOOTING
TRANS. TRANSVERSE
LLBB LONG LEG BACK TO BACK
JST JOIST
PERF PERFORATED
NOM. NOMINAL
R.O. ROUGH OPENING
OD OUTSIDE DIAMETER
RJ ROOF JOIST
FJ FLOOR JOIST
C-CHANNEL
DIST DISTANCE
W.S.WELDED STUD
FN HT FINISH HEIGHT
SHEET LIST
1. CODES:
ALL WORK SHALL BE IN CONFORMANCE WITH THE CALIFORNIA
BUILDING CODE (CBC) 2019 EDITION, INCLUDING ALL AMENDMENTS.
ALL STANDARDS USED SHALL BE THE LATEST VERSION APPROVED
BY THE CODE ENFORCEMENT AGENCY ON THE DATE OF THE PERMIT
ISSUANCE UNLESS SPECIFICALLY NOTED OTHERWISE.
2. DESIGN LIVE LOAD
3. WIND DESIGN INFORMATION
4. SEISMIC DESIGN INFORMATION
STRUCTURAL DESIGN CRITERIA:
RISK CATEGORY = II Kd =0.85 Kzt = 1.0
BASIC WIND SPEED Vfm = 115 MPH (3 SEC GUST) EXPOSURE = C
INTERNAL PRESSURE COEFF. = +/- 0.18
I = 1.0 RISK CATEGORY = II SITE CLASS = D (DEFAULT)
SS = 1.876 S1 = 0.690 SDS = 1.501 SD1 = 0.780
SEISMIC DESIGN CATEGORY = D
LOAD
ROOF
FLOOR
20 PSF
50 PSF
FOUNDATION NOTES (NO SOILS REPORT):
1. NO SOILS REPORT AVAILABLE; THEREFORE, MINIMUM VALUES USED PER 2019
CBC.
2. ALLOWABLE VERTICAL BEARING PRESSURE = 1500 PSF
ALLOWABLE LATERAL BEARING PRESSURE = 100 PSF PER FT OF DEPTH
3. THE CONTRACTOR SHALL CONFORM TO ALL RECOMMENDATIONS AND
CONDITIONS INDICATED IN THE 2019 CBC. A GEOTECHNICAL ENGINEER SHALL
OBSERVE ALL FOOTING EXCAVATIONS PRIOR TO PLACING CONCRETE.
4. SUBSURFACE SOIL PREPARATION:
A. ALL EXISTING UNDOCUMENTED FILL AND TOPSOILS SHALL BE REMOVED
AND RECOMPACTED. BACKFILL SHALL BE FREE OF ORGANIC MATERIAL,
CONSTRUCTION DEBRIS, COBBLE AND BOLDERS.
B. ALL EXPANSIVE SOIL SHALL BE REMOVED PER CBC 1808A.6.3
C. GEOTECHNICAL ENGINEER SHALL BE RETAINED DURING THE
OVEREXCAVATION PROCESS. THE ACTUAL DEPTH OF REMOVAL WILL BE
DETERMINED DURING GRADING OPERATIONS TO CONFIRM COMPETENT
NATIVE SOIL MATERIALS ARE ENCOUNTERED.
D. OFFSITE FILL MATERIAL SHALL BE APPROVED BY A GEOTECHNICAL
ENGINEER PRIOR TO PLACEMENT.
5. COMPACTED ENGINEERED FILL MATERIAL SHALL BE PLACED IN LOOSE LIFTS
OF 6 TO 8 INCHES AND SHALL HAVE AN IN-PLACE DRY DENSITY IS NOT LESS
THAN 90 PERCENT OF THE MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE
CONTENT DETERMINED IN ACCORDANCE WITH ASTM D1557. THE COMPACTION
SHALL BE VERIFIED BY SPECIAL INSPECTION.
6. SPREAD FOOTINGS ARE CENTERED UNDER WALLS AND COLUMNS, UNO.
7. FOOTING ELEVATIONS ARE NOTED ON THE PLANS AND DETAILS AND SHALL BE
USED FOR BIDDING. IN ANY CASE, FOOTINGS SHALL BEAR ON FIRM
UNDISTURBED SOIL OR ENGINEERED FILL, IN ACCORDANCE WITH THE 2019
CBC AND DETAILS SHOWN.
8. CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC. ENCOUNTERED
DURING EXCAVATION AND BACKFILLING.
9. ALL TRENCHES SHALL COMPLY WITH APPLICABLE OSHA REQUIREMENTS.
1. THE CONTRACTOR SHALL PROVIDE FOR THE DESIGN, APPROVALS, PERMITS,
INSTALLATION AND MONITORING OF ALL TEMPORARY SHORING AND BRACING
AS REQUIRED TO SUPPORT EXISTING FRAMING WHERE SUPPORT ELEMENTS
(BEAMS, COLUMNS, AND BEARING WALLS) ARE TO BE REMOVED.
2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION
OF THE CALIFORNIA CONSTRUCTION SAFETY ORDERS (CAL-OSHA).
3. TEMPORARY CUTS SHALL NOT EXCEED SLOPES RECOMMENDED IN THE SOIL
REPORT, NOR THOSE SHOWN ON THE SHORING DRAWINGS FOR
CONSTRUCTION OF FOUNDATIONS.
4. THE INSTALLATION OF SHORING AND EXCAVATIONS SHALL BE PERFORMED
UNDER THE CONTINUOUS INSPECTION AND APPROVAL OF THE GEOTECHNICAL
ENGINEER.
5. THE DESIGN OF THE SHORING SYSTEM SHALL BE BASED UPON
RECOMMENDATIONS CONTAINED IN THE SOIL REPORT. THE SHORING
CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL DATA THEREIN AND
SHALL KEEP A COPY OF THE REPORT AT THE JOB SITE AT ALL TIMES.
6. THE STRUCTURAL ENGINEER RESPONSIBLE FOR THE SHORING DESIGN
(HEREAFTER CALLED THE SHORING ENGINEER) SHALL MAKE PERIODIC VISITS
TO THE JOB SITE FOR THE PURPOSE OF OBSERVING THE INSTALLATION OF
THE SHORING SYSTEM. OBSERVATIONS SHALL INCLUDE, BUT SHALL NOT BE
LIMITED TO, THE FOLLOWING:
A. PRIOR TO THE START OF INSTALLATION, MEET WITH THE GEOTECHNICAL
ENGINEER AND SHORING CONTRACTOR TO REVIEW ALL ASPECTS OF THE
DESIGN AND INSTALLATION OF THE SHORING.
B. REVIEW OF CONDITIONS AT COMPLETION OF EXCAVATION. THE
CONTRACTOR SHALL NOTIFY THE SHORING ENGINEER AT LEAST
48 HOURS PRIOR TO EACH OF THE ABOVE REQUIRED OBSERVATIONS.
7. CONTROL POINTS SHALL BE ESTABLISHED BY A LICENSED SURVEYOR TO
MONITOR ANY HORIZONTAL AND VERTICAL MOVEMENTS OF THE SHORING.
INITIAL READINGS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL, AND
WEEKLY DATA SHALL BE SUBMITTED AS EXCAVATION PROGRESSES AND
THROUGHOUT THE CONSTRUCTION PERIOD. ADDITIONAL READINGS SHALL BE
OBTAINED WHEN REQUESTED BY THE BUILDING OFFICIAL, SHORING ENGINEER
OR GEOTECHNICAL ENGINEER. IF ANY HORIZONTAL OR VERTICAL MOVEMENT
OCCURS, THE GEOTECHNICAL ENGINEER, THE SHORING ENGINEER AND THE
STRUCTURAL ENGINEER SHALL EVALUATE SUCH MOVEMENT AND
RECOMMEND CORRECTIVE MEASURES, IF NECESSARY BEFORE EXCAVATION
IS CONTINUED.
SHORING AND EXCAVATIONS NOTES:
1. REINFORCING GRADES FOR CONCRETE OR MASONRY:
2. MAINTAIN MINIMUM CONCRETE COVER FROM FACE OF CONCRETE TO EDGE OF
ALL REINFORCEMENT AS FOLLOWS (U.N.O.):
(SEE PLAN/ SECTION FOR CONCRETE W/ FIRE RATING.)
PROVIDE THE LARGEST COVER REQUIRED FOR ALL APPLICABLE CONDITIONS.
WHERE #3 STIRRUPS OR TIES ARE USED, ENSURE THAT THE COVER FOR
LONGITUDINAL BARS IS ADEQUATE.
3. REINFORCEMENT SHALL BE PLACED IN ACCORDANCE WITH THE CONCRETE
REINFORCING STEEL INSTITUTE (CRSI) "MANUAL OF STANDARD PRACTICE".
EACH REINFORCING BAR SHALL BE WIRED TO A CROSS BAR AT A MAXIMUM
SPACING OF 24" O.C. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT
REINFORCING IN POSITIONS SHOWN ON THE PLANS.
4. SPLICES IN CONTINUOUS REINFORCEMENT AS USED IN WALLS, FOOTINGS,
SLABS, ETC., SHALL HAVE A CLASS "B" LAP (1' - 6" MIN) AND THE SPLICES IN
ADJACENT BARS SHALL BE NOT LESS THAN 5' - 0" APART. VERTICAL WALL BARS
SHALL BE SPLICED AT OR NEAR FLOOR LINES. BARS MAY BE WIRED
TOGETHER AT SPLICES OR LAPS EXCEPT FOR TOP REINFORCING OF BEAMS
AND SLABS OR WHERE SPECIFICALLY DETAILED TO BE SEPARATED. WELDED
WIRE FABRIC SHALL BE LAPPED 12" MINIMUM.
5. ALL DOWELS, ANCHOR BOLTS AND OTHER HARDWARE TO BE SET IN
CONCRETE SHALL BE TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE. NO
WET SETTING, STABBING, RODDING OR OTHER MOVEMENT OF EMBEDDED
ITEMS SHALL BE PERFORMED DURING PLACEMENT OF CONCRETE.
6. BEND REINFORCING BARS COLD.
7. STEEL SHALL BE KEPT CLEAN AND FREE OF RUST.
8. DOWELS BETWEEN FOOTING AND WALLS OR COLUMNS SHALL BE THE SAME
GRADE, SIZE AND SPACING AS THE MAIN REINFORCING U.N.O.
9. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN
THE FINAL IN PLACE INSPECTION IS MADE.
10. CHAIRS OR SPACERS FOR REINFORCING SHALL BE NON-FERROUS OR PLASTIC
COATED WHEN RESTING ON EXPOSED SURFACES.
REINFORCING STEEL NOTES:
ALL BARS EXCEPT THOSE TO BE WELDED
TIES AND STIRRUPS
WELDED WIRE FABRIC
ALL BARS TO BE WELDED
ALL BARS IN THE CONCRETE SHEARWALL
INDICATED ON WALL ELEVATION INCLUDING
SUPPORTING WALL FOOTING LONGITUDINAL
BARS (WF), AND ALL GRADE BEAMS (GB)
ASTM A615, GRADE 60
ASTM A615, GRADE 60
ASTM A1064
ASTM A706, GRADE 60
A706, GRADE 60
CONDITION
CONCRETE POURED AGAINST EARTH
CONCRETE POURED IN FORMS AND
EXPOSED TO WEATHER OR EARTH
-#6 BARS AND LARGER
-#5 BARS AND SMALLER
INTERIOR COLUMNS AND BEAMS
INTERIOR WALL FACES AND RAISED SLABS
STRUCTURAL SLABS ON GRADE
-FROM BOTTOM OF SLAB
-FROM TOP OF SLAB
OTHER CONCRETE NOT EXPOSED TO WEATHER OR
EARTH FOR #11 BARS AND SMALLER
COVER
3"
2"
1 1/2"
1"
1"
2"
1 1/2"
1 1/2"
1. CONCRETE SHALL BE MIXED, PLACED AND CURED IN ACCORDANCE WITH ACI
318, 2014 EDITION, AND PROJECT SPECIFICATIONS.
2. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL (AS IN
WALLS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES,
HOPPERS AND VERTICAL CHUTES OR TRUNKS SHALL BE USED. CHUTES OR
TRUNKS SHALL BE OF VARIABLE LENGTHS SO THAT FREE UNCONFINED FALL
OF CONCRETE SHALL NOT EXCEED SIX FEET. A SUFFICIENT NUMBER OF
CHUTES OR TRUNKS SHALL BE USED TO ENSURE THE CONCRETE IS KEPT
LEVEL AT ALL TIMES.
3. CONSTRUCTION JOINTS SHALL BE CLEANED AND ROUGHENED BY REMOVING
THE ENTIRE SURFACE TO EXPOSE CLEAN AGGREGATE SOLIDLY EMBEDDED IN
THE MORTAR MATRIX. SLUSH WITH A COAT OF NEAT CEMENT BEFORE
PLACING CONCRETE. SEE PLANS AND DETAILS FOR LOCATION AND TYPE OF
CONSTRUCTION JOINT. LOCATIONS OF ADDITIONAL CONSTRUCTION JOINTS
NOT SHOWN ON THESE PLANS SHALL BE SUBMITTED FOR APPROVAL BY THE
EOR PRIOR TO PLACING ANY CONCRETE.
4. STRUCTURAL CONCRETE SHALL MEET THE FOLLOWING DESIGN CRITERIA:
a. MAXIMUM DRY WEIGHT OF LIGHTWEIGHT CONCRETE SHALL BE
110 PCF .
b. SLUMP MEASURED PRIOR TO SUPERPLASTICIZER, WHERE OCCURS.
5. CONCRETE MIX DESIGN AND TESTING SHALL MEET THE REQUIREMENTS OF
THE BUILDING CODE, AND SPECIFICATIONS. ALL CONCRETE MIXES SHALL BE
DESIGNED BY A RECOGNIZED TESTING LAB STAMPED AND SEALED BY A
LICENSED CALIFORNIA CIVIL ENGINEER AND SUBMITTED TO THE SEOR FOR
REVIEW PRIOR TO CONCRETE PLACEMENT. STRUCTURAL CONCRETE MIXES
SHALL CONSIST OF 5 SACK MINIMUM U.N.O.
6. AGGREGATES IN NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C-33
(HARDROCK). AGGREGATES IN LIGHT WEIGHT CONCRETE SHALL CONFORM
TO ASTM C-330.
7. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE
BUILDING DEPARTMENT AND THE SEOR.
8. PORTLAND CEMENT SHALL BE AS NOTED ABOVE FOR ALL CONCRETE
CONFORMING TO ASTM C150, LOW ALKALI. MILL TESTS WITH CERTIFICATES
OF COMPLIANCE SHALL BE SUBMITTED.
9. FLY ASH OR OTHER POZZOLANS CONFORMING TO ASTM C618 CLASS N OR F
MAY BE USED AS A PARTIAL SUBSTITUTION FOR PORTLAND CEMENT UP TO A
MAXIMUM OF 15% TOTAL CEMENTITIOUS MATERIALS BY WEIGHT IF THE MIX
DESIGN IS PROPORTIONED PER ACI 318, SECTION 26.4.3.
10. CONCRETE MIXING OPERATIONS, ETC. SHALL CONFORM TO ASTM C94.
11. LEAN CONCRETE, WHERE SPECIFICALLY INDICATED, SHALL CONTAIN 2 SACKS
OF CEMENT PER CUBIC YARD OF CONCRETE.
12. DRYPACK OR NONSHRINK GROUT SHALL HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 2 TIMES THE SUPPORTING CONCRETE
STRENGTH, AND SHALL BE OF FIVE STAR GROUT, SIKA GROUT 212, OR
APPROVED EQUAL WITH VALID CODE REPORT (LARR,ICC,ESR,IAPMO ER).
FOR THICK GROUT LAYERS FOLLOW MANUFACTURER'S GUIDELINES TO
ATTAIN THE REQUIRED STRENGTH, WHICH MAY INCLUDE THE ADDITION OF
PEA GRAVEL.
13. DO NOT USE ANY CONCRETE OR GROUT CONTAINING CHLORIDES. WATER
USED IN MIX SHALL BE CLEAN AND POTABLE.
14. FOR INTERIOR SLABS-ON-GRADE AND ALL OTHER SLABS RECEIVING ADHERED
FLOORING FINISHES (I.E., GLUED, ETC.), THE MAXIMUM W/C RATIO SHALL NOT
EXCEED 0.45. CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECIEVE
FINISHES SHALL BE COMPATIBLE WITH TILE AND ADHESIVES OR GROUTS IN
ACCORDANCE WITH MANUFACTURER'S DATA AND BE APPROVED BEFORE
USE.
15. MAINTAIN CONCRETE ABOVE 50 DEGREES FAHRENHEIT AND IN A MOIST
CONDITION FOR A MINIMUM OF 7 DAYS AFTER PLACEMENT UNLESS
OTHERWISE ACCEPTED BY SEOR.
16. SEE ARCHITECTURAL DRAWINGS FOR WALL OPENINGS, WALL OFFSETS,
CHAMFERS, KERFS, DRIPS AND FOR EXTENT OF DEPRESSIONS, RAMPS, ETC.
PROVIDE SLEEVES FOR ALL PIPES THROUGH CONCRETE WALLS AND
FOOTINGS WHERE SHOWN ON THESE DRAWINGS. CORING IS NOT PERMITTED
WITHOUT PRIOR APPROVAL BY THE SEOR.
17. SEE ARCHITECT'S PLANS FOR LOCATIONS OF SLAB SLOPES, DEPRESSIONS,
CURBS, DRAINS, NON-STRUCTURAL PARTITIONS AND OTHER EMBEDDED
ITEMS NOT SHOWN ON THE STRUCTURAL PLANS.
18. EXPOSED CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC. SHALL BE
FORMED WITH 3/4" CHAMFER, U.N.O.
19. CONSTRUCTION JOINTS (CJ) AND SAWCUT (SC) JOINTS IN SLABS SHALL
OCCUR WHERE LOCATED ON PLANS AND DETAILS. CJ'S SHALL HAVE FORMED
POUR STOPS. CONSTRUCTION JOINTS IN WALLS AND FOOTINGS NEED NOT
OCCUR AT THE SAME LOCATION, U.N.O.
STRUCTURAL CONCRETE NOTES:
LOCATION
MIN 28-DAY
COMP
STRENGTH
FOUNDATIONS
STEM WALLS, PILASTER 4000 PSI NWC 1 1/2" 0.45 4" II / V
CONC
TYPEa
MAX
AGGR.
SIZE
MAX
W/C
RATIO
MAX
SLUMPb
CEMENT
TYPE
4000 PSI NWC 1" 0.50 6" II / V
ALL OTHER STRUCTURAL
CONCRETE NO NOTED..
1. DESIGN, FABRICATION AND ERECTION OF COLD-FORMED STEEL
FRAMING SHALL CONFORM TO THE SPECIFICATIONS AND STANDARD OF
THE AMERICAN IRON AND STEEL INSTITUTE (AISI), AS CONTAINED IN THE
"SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL
STRUCTURAL MEMBERS", LATEST EDITION, INCLUDING ALL APPLICABLE
AMENDMENTS.
2. ALL COLD-FORMED STEEL FRAMING SHALL BE ERECTED PLUMB AND
TRUE TO LINE. TEMPORARY BRACING SHALL BE INSTALLED AND LEFT IN
PLACE UNTIL OTHER MEANS IS PROVIDED TO ADEQUATELY BRACE THE
STRUCTURE.
3. COLD-FORMED STEEL GRADES:
A. 18 GA (43 MILS) OR THINNER .........ASTM A1003 GRADE 33 (FY = 33 KSI)
B. 16 GA (54 MILS) AND THICKER .......ASTM A1003 GRADE 50 (FY = 50 KSI)
4. ALL COLD-FORMED STEEL FRAMING SHALL BE BRACED AS REQUIRED BY
SECTION D3 OF THE AISI SPECIFICATION.
5. SUBMIT COLD-FORMED STEEL FRAMING SHOP DRAWINGS AND
SPECIFICATIONS TO THE SEOR FOR REVIEW PRIOR TO FABRICATION.
6. COLD-FORMED STEEL STUDS AND TRACKS ARE TO BE ATTACHED WITH
SHEET METAL SCREWS (SMS) WITH SIZES CALLED OUT ON THE DETAILS.
PENETRATION OF SCREWS THROUGH JOINED MATERIAL SHOULD NOT
BE LESS THAN 3 EXPOSED THREADS. SCREWS ARE TO BE INSTALLED
AND TIGHTENED IN ACCORDANCE WITH SCREW MANUFACTURER'S
RECOMMENDATIONS.
7. ALL HOLES FOR BOLTS SHOULD BE SHALL BE STANDARD HOLES.
8. GALVANIZED COATING SHALL COMPLY WITH ASTM A924.
9. COLD-FORMED STEEL FRAMING SHALL BE PER STEEL STUD
MANUFACTURER'S ASSOCIATION (SSMA), ICC ER-3064P.
COLD-FORMED STEEL FRAMING NOTES:
1. MASONRY UNITS SHALL DEVELOP THE FOLLOWING MINIMUM 28 DAY PRISM
COMPRESSIVE STRENGTHS IN ACCORDANCE WITH THE BUILDING CODE:
2. CONCRETE BLOCK SHALL CONFORM TO ASTM C90 MEDIUM WEIGHT. CLAY
BRICK LOCK SHALL CONFORM TO ASTM C652
3. PRISM TEST SHALL BE PERFORMED FOR MASONRY WITH f'm OVER 2000 PSI
FOR CBC 2105A.2
4. VERTICAL REINFORCING SHALL BE FULL HEIGHT OF WALL AND SHALL BE
BRACED AT 6' - 8" MAXIMUM TO PREVENT MOVEMENT WHILE GROUTING.
5. HORIZONTAL REINFORCING SHALL BE IN BOND BEAM UNITS AND TIED
SECURELY TO VERTICAL REINFORCING.
6. DOWELS, ANCHORS, AND OTHER EMBEDDED ITEMS SHALL BE TIED SECURELY
IN PLACE TO PREVENT MOVEMENT WHILE GROUTING. WET SETTING OR
STABBING IS NOT ALLOWED.
7. MAXIMUM GROUT LIFTS SHALL NOT EXCEED 8' - 0" AND CLEANOUTS AT THE
BOTTOM OF ALL CELLS SHALL BE USED UNLESS THE LIFT IS 4' - 0" OR LESS. THE
CLEANOUTS SHALL BE SEALED BEFORE GROUTING. GROUT FOR EACH POUR
SHALL BE STOPPED 1 1/2" BELOW THE TOP OF A BLOCK COURSE EXCEPT AT
THE FINAL COURSE. ALL GROUT SHALL BE THOROUGHLY CONSOLIDATED BY
VIBRATING IMMEDIATELY AFTER PLACING. SHAKING OR RODDING REBAR IS
NOT ALLOWED. FILL ALL CELLS WITH GROUT.
8. BLOCK SHALL BE PLACED IN RUNNING BOND AND SHALL BE 8"x8"x16" NOMINAL
UNITS, UNO. WHERE BLOCK IS REQUIRED TO BE PLACED IN STACK BOND (SEE
ARCH), OPEN-ENDED UNITS (I.E., "SPEED BLOCK") SHALL BE USED.
9. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE SAFETY OF LIFT
HEIGHT FOR OPEN ENDED OR FIELD MODIFIED BLOCKS.
10. LAYOUT OF MASONRY BLOCK UNITS SHALL BE RUNNING BOND, U.N.O. BLOCK
MODULES/MORTAR JOINTS SHOWN ON THESE DRAWINGS ARE FOR
PRESENTATION PURPOSES ONLY, AND NOT INTENDED TO SUPERSEDE
ARCHITECTURAL DESIGN REQUIREMENTS.
11. WALL REINFORCEMENT SEE PLANS & ELEVATIONS
12. PROVIDE VERTICAL CONTROL JOINTS IN CMU WALLS AS SHOWN ON PLAN.
UNLESS NOTED OTHERWISE VERTICAL CONTROL JOINTS SHALL OCCUR AT
25' - 0" O.C. MAXIMUM ALONG WALL LENGTH, AT FOUNDATION STEPS, FLOOR
OR ROOF JOINTS, WALL HEIGHT CHANGES, AND 24" MINIMUM PAST ONE SIDE
OF OPENINGS > 6' - 0" WIDE, U.N.O. ON PLANS
13. WHEN THE AMBIENT TEMPERATURE FALLS BELOW 40°F, OR EXCEEDS 100°F,
PROVSIONS OF TMS602 / ACI 530 / ASCE6. ARTICLE 1.8C OR ARTICLE 1.8D SHALL
BE IMPLEMENTED.
MASONRY NOTES:
MINIMUM 28 DAY COMPRESSIVE STRENGTH
LOCATION fm
TYPE S
MORTAR
PER ASTM C270
GROUT
PER CBC 2103A.3
ALL MASONRY U.N.O 2000 PSI 1800 PSI 2000 PSI
S-0.1 GENERAL NOTES
S-0.2 GENERAL NOTES
S-0.3 GENERAL NOTES
S-1.1 TYPICAL DETAIL - REBAR & S.O.G
S-1.2 TYPICAL DETAILS
S-1.3 TYPICAL DETAILS
S-1.4 TYPICAL DETAILS
S-2.1 FOUNDATION PLAN
S-3.1 SECOND FLOOR FRAMING PLAN
S-3.2 ROOF FRAMING PLAN
REGIST E R ED
P R O F E SS IONAL
EN
G
I
N
E
ERNo.
Exp.9/30/24
S4029
Y OUNG-K E UN
N
A
M
STATE OF CA L I F O R N I ASTRUCTURAL
E N G I N E E R S I N CV C A
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I717
C I V I L S T R U C T U R A L DBEMBE SBE
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
12" = 1'-0"
MAR 15, 2023
S-0.1
GENERAL NOTES
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
DESCRIPTION DATE
12/12/2022
267
1. ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED.
2. DOUGLAS FIR (DF) SHALL BE GRADED BY THE WESTERN WOOD PRODUCTS
ASSOCIATION GRADING RULES, AND ASTM D245.
3. REDWOOD SHALL BE GRADED BY THE CALIFORNIA REDWOOD ASSOCIATION,
REDWOOD INSPECTION SERVICE.
4. SILL PLATES SHALL BE PRESSURE-TREATED (PT) DOUGLAS FIR #1. REDWOOD
IS PERMITTED WITH SEOR APPROVAL.
5. TOP PLATES, SILL PLATES, STUDS SHALL BE....................................DF #1
JOISTS, RAFTERS, PURLINS, BEAMS & POSTS SHALL BE ................DF #1 (U.N.O.)
LOAD BEARING STUDS SHALL BE.........................................................DF #1
6. MOISTURE CONTENT OF SAWN LUMBER SHALL NOT EXCEED 18% WHEN
FRAMING STARTS OR SHEATHING IS APPLIED. ANY NONCOMPLIANT WORK
SHALL BE REJECTED AND REFRAMED WITH ACCEPTABLE LUMBER.
7. TIMBERS 4" NOMINAL IN THE LEAST DIMENSION SHALL NOT CONTAIN BOXED
HEART.
8. SILL PLATES SHALL BE PRESSURE-TREATED AND SHALL BE BOLTED TO
CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS AT 48" O.C. MAX, U.N.O. WITH A
BOLT BETWEEN 4" TO 12" FROM THE END OF EACH PIECE OF SILL (2 BOLTS MIN
EACH PIECE). PIECE OF SILL SHALL BE CONSIDERED ENDED WHERE PLATE IS
CUT OUT OVER ONE-THIRD OF CROSS-SECTION.
9. ANCHOR BOLTS FOR STRUCTURAL WALLS SHALL HAVE 12" EMBEDMENT
(U.N.O.)
MEASURED FROM TOP OF SLAB.
10. STUD BEARING WALLS AND PARTITIONS SHALL HAVE DOUBLE TOP PLATES
LAPPED AT WALL AND PARTITION INTERSECTIONS. JOINTS IN UPPER AND
LOWER MEMBERS OF DOUBLE TOP PLATES SHALL BE STAGGERED AT LEAST
4' - 0".
11. HOLES IN WOOD AND STEEL MEMBERS FOR BOLTS SHALL BE THE NOMINAL
BOLT DIAMETER PLUS 1/16".
12. ALL BOLTS IN WOOD SHALL BE ASTM A307 STANDARD BOLTS, U.N.O. BOLTS
AND SCREWS SHALL BE TIGHTENED AT TIME OF ERECTION AND RETIGHTENED
BEFORE CLOSING IN OR AT THE COMPLETION OF THE JOB.
13. HOLES IN WOOD FOR LAG SCREW SHANK SHALL BE BORED TO THE SAME
DIAMETER AND DEPTH AS THE SHANK, AND FOR THE THREADED PORTION
BORED WITH A BIT NOT LARGER THAN 40% TO 70% OF THE SHANK DIAMETER.
14. LAG SCREWS AND SCREWS SHALL BE SCREWED AND NOT DRIVEN INTO PLACE.
BOLT HOLES SHALL BE A MINIMUM OF 1/32" TO A MAXIMUM 1/16" LARGER THAN
THE BOLT DIAMETER. HOLES SHALL BE ACCURATELY ALIGNED IN MAIN
MEMBERS AND SIDE PLATES. BOLTS SHALL NOT BE FORCIBLY DRIVEN.
15. METAL FRAMING CONNECTORS SHALL BE MANUFACTURED BY SIMPSON
STRONG TIE COMPANY (CURRENT CATALOG), OR "USP" WITH EQUIVALENT ICC
PUBLISHED VALUES AND SHALL BE INSTALLED PER SPECIFICATIONS, NO
EXCEPTIONS.
16. INSTALL WINDOWS AND DOORS IN STUD WALLS AFTER DEAD LOADS ARE
APPLIED, AND PROVIDE A 1/2" SHIM SPACE AT THE HEAD CONDITION.
17. STEEL WASHERS SHALL BE PROVIDED UNDER HEADS AND NUTS OF ALL BOLTS
AND LAG SCREWS WHICH BEAR ON WOOD. STANDARD CUT WASHERS MAY BE
USED IN ALL CASES EXCEPT SILL PLATES AND WOOD LEDGERS AGAINST
CONCRETE OR MASONRY. NOTE, WASHERS UNDER CARRIAGE BOLT HEADS
SHALL BE LARGE ENOUGH TO ALLOW FOR SQUARE SHOULDERS.
18. ONLY LOAD BEARING AND/OR SHEAR WALLS ARE SHOWN
SEE ARCHITECTURAL DRAWINGS FOR ALL OTHER PARTITIONS.
19. ELEVATIONS SHOWN ON PLANS ARE FROM FINISHED FIRST FLOOR, DATUM
ELEVATION = 0' - 0".
20. ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS ARE 2x6 STUDS
@ 16" O.C. TYPICAL, U.N.O.
21. ALL EXTERIOR STUD WALLS SHALL BE COMPLETELY SHEATHED WITH 15/32"
APA RATED SHEATHING, EXPOSURE-1 (32/16).
22. INTERIOR STRUCTURAL SHEATHED WALLS ARE SHOWN ON PLANS AND SHALL
HAVE 15/32" APA RATED SHEATHING EXPOSURE-1, (32/16),TYPICAL U.N.O.
23. ALL STRUCTURAL WALL SHEATHING IS SPLICED ON 2" NOMINAL BLOCKING AT
HORIZONTAL JOINTS, U.N.O.
24. STRUCTURAL FLOOR AND ROOF SHEATHING SHALL BE AS ON PLAN AND SHALL
BE APA RATED SHEATHING (32/16).
NOTE: 1/8" GAP SHALL BE PROVIDED BETWEEN ADJACENT PANELS. PANELS
WITH GRADE STAMP INDICATION "SIZED FOR SPACING" MAY BE USED TO
FACILITATE THIS REQUIREMENT. SEE PLANS FOR REQUIRED BOUNDARY AND
EDGE NAILING NOT LISTED BELOW. FLOOR SHEATHING SHALL BE GLUED AND
NAILED PER PLAN.
( * - SHEATHING @ EXTERIOR DECKS SHALL BE EXTERIOR RATED PLYWOOD.)
BN = BOUNDARY NAILING
EN = EDGE NAILING
FN = FIELD NAILING
25. SEE PLANS FOR LOCATION OF NOMINAL 2X FLAT BLOCKING AT ROOF
SHEATHING PANEL JOINTS. SEE THIS SHEET FOR PLY CLIP REQUIREMENTS AT
UNBLOCKED ROOF PANEL JOINTS. T&G SHEATHING IS NOT REQUIRED WHERE
JOINTS ARE BLOCKED.
26. (S) INDICATES METAL FRAMING CONNECTORS MANUFACTURED BY SIMPSON
STRONG TIE COMPANY (CURRENT CATALOG) OR "USP" WITH EQUIVALENT ICC
PUBLISHED VALUES AND SHALL BE INSTALLED PER SPECIFICATIONS, NO
EXCEPTIONS.
27. FASTENERS, INCLUDING NAILS, NUTS AND WASHERS, IN CONTACT WITH
PRESERVATIVE - TREATED WOOD SHALL BE OF HOT-DIPPED ZINC COATED
GALVANIZED STEEL OR STAINLESS STEEL.
ROUGH CARPENTRY/ WOOD NOTES:
(UNLESS OTHERWISE NOTED ON PLANS)
NAIL SPACING TO BE NOT LESS THAN REQUIRED PENETRATION. EDGE AND END
DISTANCES SHALL BE NOT LESS THAN HALF THIS SPACING. ALL SPACING AND
EDGE AND END DISTANCES SHALL BE SUCH AS TO AVOID SPLITTING OF THE
WOOD. HOLES FOR NAILS, WHERE NECESSARY TO PREVENT SPLITTING, SHALL BE
BORED OF A DIAMETER SMALLER THAN THAT OF THE NAILS. COMMON NAILS
SHALL BE USED FOR NAILING AT TYPICAL CONNECTIONS NOTED BELOW (U.N.O.).
FOR ALL CONNECTIONS OTHERWISE NOTED OR DETAILED ON PLANS, COMMON
NAILS SHALL BE USED (SEE SCHEDULE BELOW).
NAILING SCHEDULE
SHORTENED 10d COMMON NAILS MAY BE USED TO FASTEN WOOD STRUCTURAL
PANELS UNO. USE THE FOLLOWING MINIMUM LENGTHS:
10d x 2 1/4" FOR 15/32" OR THINNER PANELS,
10d x 2 3/8" FOR 19/32" PANELS, AND FULL LENGTH FOR 5/8" OR THICKER PANELS.
NAIL TYPES
SIZE DIAMETER (IN)LENGTH (IN)
8d 0.131 2 1/2
10d 0.148 3
12d 0.148 3 1/4
16d 0.162 3 1/2
20d 0.192 4
TABLE 2304.10.1
FASTENING SCHEDULE
DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE
OF FASTENER SPACING AND LOCATION
ROOF
BLOCKING BETWEEN CEILING JOISTS, RAFTER OR TRUSSES TO TOP PLATE OR
OTHER FRAMING BELOW
BLOCKING BETWEEN RAFTERS OR TRUSS NOT AT THE WALL TOP PLATE, TO
RAFTER OR TRUSS
1
FLAT BLOCKING TO TRUSS AND WEB FILLER
(3)-8d EACH END, TOENAIL
(2)-8d EACH END, TOENAIL
(2)-16d END NAIL
16d 16" O.C. FACE NAIL
CEILING JOISTS TO TOP PLATE (3)-8d EACH JOIST, TOENAIL
CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS (NOT THRUST)
(SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1)(3)-16d FACE NAIL
2
3
CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL JOINT)
(SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1)PER TABLE 2308.7.3.1 FACE NAIL4
COLLAR TIE TO RAFTER (3)-10d FACE NAIL5
RAFTER OR ROOF TRUSS TO TOP PLATE (SEE SECTION 2308.7.5, TABLE 2308.7.5)(3)-10d TOENAILC6
ROOF RAFTER TO RIDGE VALLEY OR HIP RAFTERS; OR ROOF RAFTER TO 2-INCH RIDGE BEAM
(2)-16d END NAIL
(3)-10d TOENAIL
7
WALL
STUD TO STUD (NOT A BRACED WALL PANELS)16d 24" O.C. FACE NAIL
STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS (AT BRACED WALL PANELS)16d 16" O.C. FACE NAIL
BUILT-UP HEADER (2" TO 2" HEADER)16d 16" O.C. EACH EDGE, FACE NAIL
CONTINUOUS HEADER TO STUD (4)-8d TOENAIL
TOP PLATE TO TOP PLATE 16d 16" O.C. FACE NAIL
8
9
10
11
12
TOP PLATE TO TOP PLATE, AT END JOINT13 (8)-16d
EACH SIDE OF END JOINT, FACE NAIL
(MINIMUM 24" LAP SPLICE LENGTH
EACH SIDE OF END JOINT)
BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (NOT AT BRACED WALL PANELS)16" O.C. FACE NAIL1416d
BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING AT BRACED WALL PANELS 16" O.C. FACE NAIL15(2)-16d
STUD TO TOP OR BOTTOM PLATE16
(4)-8d TOENAIL
(2)-16d END NAIL
TOP OR BOTTOM PLATE TO STUD END NAIL17(2)-16d
TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS FACE NAIL18(2)-16d
1" BRACE TO EACH STUD AND PLATE FACE NAIL19(2)-8d
1"x6" SHEATHING TO EACH BEARING FACE NAIL20(2)-8d
1"x8" AND WIDER SHEATHING TO EACH BEARING FACE NAIL21(3)-8d
FLOOR
JOIST TO SILL, TOP PLATE, OR GIRDER TOENAIL22(3)-8d
RIM JOIST, BAND JOIST, OR BLOCKING TO TOP PLATE, SILL OR OTHER FRAMING BELOW 6" O.C., TOENAIL238d
1"x6" SUBFLOOR OR LESS TO EACH JOIST FACE NAIL24(2)-8d
2" SUBFLOOR TO JOIST OR GIRDER FACE NAIL25(2)-16d
2" PLANKS (PLANK & BEAM - FLOOR & ROOF)EACH BEARING, FACE NAIL26(2)-16d
BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS27
20d
32" O.C., FACE NAIL AT TOP AND
BOTTOM STAGGERED
ON OPPOSITE SIDES
AND: (2)-20d ENDS AND AT EACH SPLICE,
FACE NAIL
LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER, FACE NAIL28(3)-16d
JOIST TO BAND JOIST OR RIM JOIST END NAIL29(3)-16d
BRIDGING OR BLOCKING TO JOIST, RAFTER OR TRUSS EACH END, TOENAIL30(2)-8d
a. NAILS SPACED AT 6 INCHES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD
DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING
b. SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS.
PANEL SUPPORTS AT 16 INCHES (20 INCHES IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED).
c. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE AND THE CEILING JOIST IS FASTENED TO THE TOP PLATE
IN ACCORDANCE WITH THIS SCHEDULE, THE NUMBER OF TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAIL.
1. SIMPLE SPANS................................................ DF COMB. 24F-V4
CONTINUOUS OR CANTILEVER.................... DF COMB. 24F-V8
2. STRUCTURAL GLUED-LAMINATED (GLULAM) TIMBER OF SOFTWOOD SPECIES
SHALL BE IN CONFORMANCE WITH ANSI/AITC STANDARD A190.1 AND ASTM
D3737, OR OTHER CODE APPROVED DESIGN, MANUFACTURING AND/OR
QUALITY ASSURANCE PROCEDURES. MEMBERS SHALL BE MARKED WITH THE
ENGINEERED WOOD SYSTEM APA EWS TRADEMARK INDICATING
CONFORMANCE WITH THE MANUFACTURING, QUALITY ASSURANCE, AND
MARKING PROVISIONS OF ANSI/AITC STANDARD A190.1. THE MANUFACTURER
OR SELLER SHALL SUBMIT CERTIFICATES OF CONFORMANCE.
3. GLULAM TIMBERS SHALL BE MANUFACTURED TO MEET THE FOLLOWING
REQUIREMENTS.
• NDS 24F-V4 REQUIREMENTS: Fb=1850 PSI TOP AND 2400 PSI BOTTOM;
Fv=265 PSI ; E=1,800,000 PSI WITH 1600 FT RADIUS CAMBER UNLESS
OTHERWISE NOTED ON THE DRAWINGS.
• NDS 24F-V8 REQUIREMENTS: Fb=2400 PSI TOP AND BOTTOM: Fv=265 PSI;
E=1,800,000 PSI WITH 1600 FT RADIUS CAMBER UNLESS OTHERWISE
NOTED ON THE DRAWINGS.
• NO CAMBER AT CANTILEVER PORTION UNO ON PLANS.
4. OTHER GLULAM TIMBER COMBINATIONS AS SPECIFIED IN APA'S CODE REPORT
NER-486.
GLUED-LAMINATED FRAMING NOTES:
REGIST E R ED
P R O F E SS IONAL
EN
G
I
N
E
ERNo.
Exp.9/30/24
S4029
Y OUNG-K E UN
N
A
M
STATE OF CA L I F O R N I ASTRUCTURAL
E N G I N E E R S I N CV C A
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I717
C I V I L S T R U C T U R A L DBEMBE SBE
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
12" = 1'-0"
MAR 15, 2023
S-0.2
GENERAL NOTES
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
DESCRIPTION DATE
12/12/2022
268
1. THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE
INSPECTIONS DURING CONSTRUCTION. THE SPECIAL INSPECTOR SHALL BE A
QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE
SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR
TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION.
2. SPECIAL INSPECTIONS ARE NOT REQUIRED WHERE THE WORK IS DONE ON THE
PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH
WORK WITHOUT SPECIAL INSPECTION. APPROVED FABRICATORS MUST SUBMIT A
CERTIFICATE OF COMPLIANCE FOR OFFSITE FABRICATIONS SUCH AS STRUCTURAL
STEEL, PRECAST CONCRETE, GLUED LAMINATED TIMBER, ETC.
3. ALL INSPECTIONS SHALL BE PERFORMED BY INDEPENDENT SPECIAL INSPECTORS.
JOB SITE VISITS BY THE STRUCTURAL ENGINEER OR BUILDING OFFICIAL DO NOT
CONSTITUTE AND ARE NOT A SUBSTITUTE FOR INSPECTIONS BY A SPECIAL
INSPECTOR.
4. ALL INSPECTION REPORTS SHALL BE SUBMITTED TO BUILDING OFFICIAL AND SEOR.
THE FINAL REPORTS BY THE SPECIAL INSPECTOR(S) MUST CERTIFY THAT THE
ENTIRE STRUCTURAL SYSTEM COMPLIES WITH THE APPROVED PLANS AND
SPECIFICATIONS.
5. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT THESE
INSPECTIONS ARE PERFORMED.
6. WORK REQUIRING SPECIAL INSPECTION SHALL BE INSPECTED BY THE SPECIAL
INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS PERFORMED AND
AT THE COMPLETION OF WORK. CONTINUOUS INSPECTION CONSISTS OF FULL-TIME
INSPECTION; PERIODIC INSPECTION CONSISTS OF PART-TIME OR INTERMITTENT
INSPECTION.
7. THE FOLLOWING SPECIAL INSPECTIONS ARE IN ADDITION TO INSPECTIONS BY THE
BUILDING OFFICIAL. THIS LIST IS NOT INTENDED TO BE ALL INCLUSIVE.
FOR SI: 1 INCH = 25.4 MM
a. WHERE APPLICABLE, SEE ALSO SECTION 1705A.11, SPECIAL INSPECTIONS FOR
SEISMIC RESISTANCE.
b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTIONS SHALL BE INCLUDED IN
THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE
IN ACCORDANCE WITH ACI 355.2 OR SHALL BE APPROVED BY THE BUILDING
OFFICIAL PRIOR TO COMMENCEMENT OF THE WORK.
c. INSTALLATION OFF ALL ADHESIVE ANCHORS IN THE HORIZONTAL AND UPWARDS
INCLINED POSITIONS SHALL BE PERFORMED BY AN ACI/CRSI CERTIFIED
ANCHOR INSTALLER
STATEMENT OF SPECIAL INSPECTIONS:
TABLE 1705.3
REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
VERIFICATION AND INSPECTION CONTIN
UOUS
PERI
ODIC
REFERENCED
STANDARDa
CBC
REFERENCE
1. INSPECTION OF REINFORCING STEEL,
INCLUDING PRESTRESSING
TENDONS, AND PLACEMENT
- X
ACI 318: 3.5,
7.1-7.7 -
- --AWS D1.4;
ACI 318: 3.5.2
2. INSPECTION OF REINFORCING STEEL
WELDING IN ACCORDANCE
WITH TABLE 1705A.2.1, ITEM 5B.
3. INSPECTION OF ANCHORS TO BE
INSTALLED IN CONCRETE PRIOR TO
AND DURING PLACEMENT OF CONCRETE
WHERE ALLOWABLE LOADS
HAVE BEEN INCREASED OR WHERE
STRENGTH DESIGN IS USED.
X -ACI 318: 8.1.3,
21.2.8
1908.5,
1909.1
4. INSPECTION OF ANCHORS POST-
INSTALLED IN HARDENED CONCRETE.b -X
ACI 318: 3.8.6,
8.1.3,
21.2.8
1909.1
5. VERIFYING USE OF REQUIRED
DESIGN MIX.-X ACI 318: CH 4,
5.2-5.4
1904.2,
1910.2,
1910.3
6. AT THE TIME FRESH CONCRETE IS
SAMPLED TO FABRICATE SPECIMENS
FOR STRENGTH TESTS, PERFORM
SLUMP AND AIR CONTENT TESTS,
AND DETERMINE THE TEMPERATURE
OF THE CONCRETE
X -
ASTM C172
ASTM C31;
ACI 318: 5.6, 5.8
1910.10
7. INSPECTION OF CONCRETE AND
SHOTCRETE PLACEMENT FOR
PROPER APPLICATION TECHNIQUES.
X -ACI 318: 5.9,
5.10
1910.6,
1910.7,
1910.8
8. INSPECTION FOR MAINTENANCE OF
SPECIFIED CURING TEMPERATURE
AND TECHNIQUES
-X ACI 318:
5.11-5.13 1910.9
-X ACI 318: 6.1.1 -
9. INSPECT FORMWORK FOR SHAPE,
LOCATION AND DIMENSIONS OF
THE CONCRETE MEMBER BEING
FORMED.c
TABLE 1705.6
REQUIRED VERIFICATION AND INSPECTION OF SOILS
VERIFICATION AND INSPECTION TASK
CONTINUOUS
DURING
TASK LISTED
PERIODICALLY
DURING
TASK LISTED
- X
- X
- X
X -
- X
1. VERIFY MATERIALS BELOW SHALLOW
FOUNDATIONS ARE ADEQUATE TO
ACHIEVE THE DESIGN BEARING CAPACITY
2. VERIFY EXCAVATIONS ARE EXTENDED TO
PROPER DEPTH AND HAVE REACHED
PROPER MATERIAL.
3. PERFORM CLASSIFICATION AND TESTING
OF COMPACTED FILL MATERIALS.
4. VERIFY USE OF PROPER MATERIALS,
DENSITIES AND LIFT THICKNESSES DURING
PLACEMENT AND COMPACTION OF
COMPACTED FILL.
5. PRIOR TO PLACEMENT OF COMPACTED
FILL, OBSERVE SUBGRADE AND VERIFY
THAT SITE HAS BEE N PREPARED
PROPERLY.
TABLE 1705.2.1
REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION
VERIFICATION AND INSPECTION CONTINUOUS PERIODIC
REFERENCED
STANDARD
CBC
REFERENCE
1. MATERIAL VERIFICATION OF STRUCTURAL STEEL AND COLD-FORMED STEEL DECK:
-X
-X
-X --
-
AISC 360,
SECTION A3.1
APPLICABLE
ASTM
MATERIAL
STANDARDS
2203.1
A. FOR STRUCTURAL STEEL,
IDENTIFICATION MARKINGS TO
CONFORM TO AISC 360.
B. FOR OTHER STEEL. IDENTIFICATION
MARKINGS TO CONFORM TO ASTM
STANDARDS SPECIFIED IN THE
APPROVED CONSTRUCTION
DOCUMENTS.
C. MANUFACTURER'S CERTIFIED
TEST REPORTS.
2. MATERIAL VERIFICATION OF WELD FILLER MATERIALS:
-X --
-X --
A. IDENTIFICATION MARKINGS TO
CONFORM TO AWS SPECIFICATION
IN THE APPROVED CONSTRUCTION
DOCUMENTS.
B. MANUFACTURER'S CERTIFICATE OF
COMPLIANCE REQUIRED.
3. INSPECTION OF WELDING:
A. STRUCTURAL STEEL AND COLD-FORMED STEEL DECK:
X -
X -
AWS D1.1 1705.2.2X-
X -
-X
-X AWS D1.3 -
1) COMPLETE AND PARTIAL JOINT
PENETRATION GROOVE WELDS.
2) MULTIPASS FILLET WELDS.
3) SINGLE-PASS FILLET WELDS > 5/16"
4) PLUG AND SLOT WELDS.
5) SINGLE-PASS FILLET WELDS < 5/16"
6) FLOOR AND ROOF DECK WELDS.
(a)FREQUENCY REFERS TO THE FREQUENCY OF INSPECTION, WHICH MAY BE CONTINUOUS DURING THE LISTED TASK OR PERIODICALLY
DURING THE LISTED TASK, AS DEFINED IN THE TABLE.
(b)REQUIRED FOR THE FIRST 5000 SQUARE FEET (465 SQUARE METERS) OF AAC MASONRY
(c)REQUIRED AFTER THE FIRST 5000 SQUARE FEET (465 SQUARE METERS) OF AAC MASONRY
TMS 602-16 TABLE 4
LEVEL 2 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION
VERIFICATION AND INSPECTION
FREQUENCY OF INSPECTION
CONTINUOUS PERIODIC TMS 402/ ACI
530/ ASCE 5
TMS 602/ACI
530.1/ASCE 6
1.
A. PROPORTIONS OF SITE-PREPARED MORTAR -X -ART. 2.1,
2.6 A, & 2.6 C
B.GRADE AND SIZE OF PRESTRESSING TENDONS AND
ANCHORAGES -X -ART. 2.4 B & 2.4 H
C.GRADE, TYPE AND SIZE OF REINFORCEMENT,
CONNECTORS, ANCHOR BOLTS, AND PRESTRESSING
TENDONS AND ANCHORAGES
- X - ART. 3.4 & 3.6 A
D. PRESTRESSING TECHNIQUE - X ART. 3.6 B
E. PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY X(b)X(c)-ART. 2.1 C.1
F. SAMPLE PANEL CONSTRUCTION -X -ART. 1.6 D
2.PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING
ARE IN COMPLIANCE:
A.GROUT SPACE -X -ART. 3.2 D & 3.2 F
B.PLACEMENT OF PRESTRESSING TENDONS AND
ANCHORAGES
-X
SEC. 10.8 & 10.9
ART. 2.4 & 3.6
C.PLACEMENT OF REINFORCEMENT,
CONNECTORS, AND ANCHOR BOLTS
-X SEC 6.1, 6.3.1, 6.3.6,
& 6.3.7 ART. 3.2 E & 3.4
D.PROPORTIONS OF SITE-PREPARED GROUT AND
PRESTRESSING GROUT FOR BONDED TENDONS - X -
ART. 2.6 B
& 2.4 G.1.b
3.VERIFY COMPLIANCE OF THE FOLLOWING DURING
CONSTRUCTION:
A.MATERIALS AND PROCEDURES WITH THE APPROVED
SUBMITTALS - X - ART. 1.5
B.PLACEMENT OF MASONRY UNITS AND MORTAR JOINT
CONSTRUCTION
- X - ART. 3.3 B
C.SIZE AND LOCATION OF STRUCTURE MEMBERS - X -ART. 3.3 F
D.TYPE,SIZE,AND LOCATION OF ANCHORS, INCLUDING
OTHER DETAILS OF ANCHORAGE OF MASONRY TO
STRUCTURAL MEMBERS, FRAMES, OR OTHER
CONSTRUCTION
- X SEC. 1.2.1(e),
6.2.1, &
6.3.1
-
E. WELDING OF REINFORCEMENT X SEC.6.1.6.1.2 -
F.
PREPARATION, CONSTRUCTION, AND PROTECTION OF
MASONRY DURING COLD WEATHER (TEMPERATURE
BELOW 40°F(4.4°C))OR HOT WEATHER (TEMPERATURE
ABOVE90°F(32.2°C))
X -ART. 1.8 C & 1.8 D
G.APPLICATION AND MEASUREMENT OF PRESTRESSING
FORCE X -ART. 3.6 B
H.PLACEMENT OF GROUT AND PRESTRESSING GROUT
FOR BONDED TENDONS IS IN COMPLIANCE X -ART. 3.5 & 3.6 C
I.
PLACEMENT OF AAC MASONRY UNITS AND
CONSTRUCTION OF
THIN-BED MORTAR JOINTS
X(b)X(c)-
ART. 3.3
B.9 &
3.3 F.1.b
4.OBSERVE PREPARATION OF GROUT SPECIMENS,
MORTAR SPECIMENS, AND/OR PRISMS
- X -
ART. 1.4 B.2.a.3,
1.4 B.2.b.3,
1.4 B.2.c.3,
1.4 B.3, & 1.4 B.4
AS MASONRY CONSTRUCTION BEGINS,VERIFY THAT THE
FOLLOWING ARE IN COMPLIANCE:
-
REGIST E R ED
P R O F E SS IONAL
EN
G
I
N
E
ERNo.
Exp.9/30/24
S4029
Y OUNG-K E UN
N
A
M
STATE OF CA L I F O R N I ASTRUCTURAL
E N G I N E E R S I N CV C A
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I717
C I V I L S T R U C T U R A L DBEMBE SBE
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
12" = 1'-0"
MAR 15, 2023
S-0.3
GENERAL NOTES
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
DESCRIPTION DATE
12/12/2022
269
A
B D
C
E
F G
90° BEND
135° BEND
INSIDE BEND DIAM D, TYP
90°
HOOK
NOTES:
1. Ldh - HOOK DEVELOPMENT LENGTH.
2. Ld - DEVELOPMENT LENGTH.
3. SEE BUILDING CODE AND ACI 318-14 VERSION FOR ALL REQUIREMENTS NOT NOTED.
4. FOR LIGHTWEIGHT CONCRETE MULTIPLY Ldh AND Ld VALUES SHOWN BY 1.3.
5. TOP" BARS ARE HORIZONTAL WITH MORE THAN 12" OF FRESH CONCRETE CAST BELOW BARS.
ALL OTHER BARS ARE "OTHER" BARS.
6. STD HOOK Ldh DOES NOT ACCOUNT FOR THE EFFECT OF TIES. CONFINED HOOK Ldh MAY BE
USED WHERE ACI 318-14 25.4.3 APPLIES.
7. VALUES SHOWN ABOVE ARE FOR GRADE 60 (FY=60 KSI) REINFORCEMENT.
8. SPLICE LENGTHS SHOWN ARE FOR CLEAR SPACING NOT LESS THAN 2db, CONCRETE COVER
NOT LESS THAN db .
9. IF EPOXY -COATED REINFORCEMENT IS USED, THE DEVELOPMENT/LAP SPLICE LENGTHS
HEREIN SHALL BE MULTIPLIED BY APPLICABLE FACTORS IN ACI 318-14 SECTIONS 25.4.2.4 OR
25.4.3.2.
10. IN LIEU OF LAP SPLICES, PROVIDE TYPE 2 COUPLERS PER IAPMO ER 0129. STAGGER
COUPLERS SO THAT COUPLERS DO NOT OCCUR IN ROW.
FINISHED BEND
DIAMETER
"D" IN INCHES
BAR SIZE
#9
#10
#11
#14
#18
9 1/2"
10 3/4"
12"
24"
18 1/4"
STANDARD HOOKS
INSIDE BEND
DIAM D, TYP
90° HOOK
180° "U" HOOK
JOINT FACE @ STD HOOK,
OUTSIDE OF TIE @ CONFINED
HOOK
2" MIN SIDE COVER IS
REQ'D
FOR STRAIGHT BAR EMBED,
USE DEVELOPMENT LENGTH Ld
CLOSED TIE / HOOP
ROUND HOOP
CONTACT SPLICE
NON-CONTACT SPLICE
1:6 MAX SHOP
BEND ALLOWED
LAP SPLICES
BAR
SIZE
#3
#4
#5
#6
#7
#8
#9
#10
#11
6
8
10
12
14
16
18
20
22
22
29
36
43
63
72
81
91
101
TOP
29
38
47
56
82
94
106
119
132
23
29
102
91
81
72
63
43
37
6
7
9
10
12
14
15
17
19
15
19
24
29
42
48
54
61
67
25
33
41
49
71
81
91
103
114
20
25
32
38
55
63
71
80
88
6
6
9
8
11
12
14
16
17
13
17
22
26
38
43
48
54
60
23
30
37
45
64
73
82
93
102
17
23
29
34
50
56
63
71
78
30
0
0
P
S
I
N
W
C
#3
#4
#5
#6
#7
#8
#9
#10
#11
#3
#4
#5
#6
#7
#8
#9
#10
#11
40
0
0
P
S
I
N
W
C
50
0
0
P
S
I
N
W
C
STD HOOK
Ld (in)
DEVELOPMENT LENGTH
LAP SPLICE (in)
CLASS B
OTHER
STD & CONFINED HOOKS
(NON-STIRRUP/TIE)
CAP / CROSS TIE
BEAM TIE / STIRRUP
STIRRUP & TIE HOOKS
(#8 & SMALLER ONLY)
TOP OTHER
17
22
28
33
48
55
62
70
78
19
25
31
37
54
62
70
79
87
17
23
28
34
49
56
63
71
78
L (in)dh
DE
T
A
I
L
I
N
G
DI
M
E
N
S
I
O
N
I
N
G
db
6db (#3, #4, #5), 3" MIN
12db (>#5)6db3" MIN 4db(#3, #4, & #5)
ㅤ6db (#6, #7, & #8)
12
d
b
MI
N
2" MIN
COVER
4db MIN &
2 1/2" MIN
MIN HOOK EMBED
LENGTH Ldh
6db(#8 & SMALLER)
8db(#9, #10 & #11)
db
db
6" OVERLAP
ㅤW/ 90° HOOKS
ㅤdb
"A
"
M
I
N
6"
M
A
X
SPLICE LENGTH
CLASS B TYPICAL
#4
#5
#6
#7
#8
#3
8"
5 1/4"
4 1/2"
3 3/4"
3"
2 1/4"
NOTE:
DIM "A" SHALL BE THE GREATER OF:
• 1"
• 1.33 TIMES THE MAXIMUM
AGGREGATE THICKNESS.
• THE LARGER OF THE
SPLICED BAR DIAMETER.
b
THIS CORNER DETAIL FOR BARS OF NEAR
CENTER OF WALL OR FTG
SINGLE LAYER - BARS ONE FACE OR CENTER
DOUBLE LAYER
(2)-#5
TYPICAL CONTINUOUS BAR
SPLICE. U.N.O. ON PLANS OR
DETAILS
#5 MIN
#5 MIN
#5 MIN
(2)-#5
b
bb
b
b
CLASS "B"
18" MIN
2"
CL
R
12d
2"
CL
R
12d
2"
CL
R
12
d2"
CLR
12d
CLASS "B"
18" MIN
6"
12d 12d
CLASS "B"
18" MIN
CUT BACK SPALL
NEAT CUT TRENCH
CL CURB
MINIMUM FORMWORK
(UNLESS FULLY
FORMED)
CONTINUOUS
CLEAN-OUT
2X PLANKING
TYP
FOOTING WIDTH SHOWN
ON DWG +2" MIN
4"
M
I
N
6"
MI N
NOTES:
1. FOOTINGS POURED AGAINST EARTH ARE SUBJECT TO APPROVAL OF GEOTECH. ENGR.
2. FOOTING WIDTHS SHALL NOT BE MORE THAN 4" WIDER THAN SHOWN ON PLAN.
3. FORMWORK NOT PERMITTED BELOW GRADE UNLESS FULLY FORMED.
4. FOUNDATION CONCRETE MAY BE PLACED DIRECTLY INTO NEAT EXCAVATIONS PROVIDED
THE FOUNDATION TRENCH WALLS ARE STABLE AS DETERMINED BY THE GEOTECHNICAL ENGINEER.
THE MINIMUM FORMWORK SHOWN ON THE DRAWINGS IS MANDATORY TO ENSURE CLEAN EXCAVATIONS
IMMEDIATELY PRIOR TO AND DURING THE PLACING OF CONCRETE.
5. CONT CLEAN-OUT STAKES NOT PERMITTED IN THE FTG AREA.
6. AFTER CONCRETE HAS SET, REMOVE LAITANCE AND SCUM.
KEY x 2/3 FTG WIDTH
CENTERED VERT
BARS SHALL BE CONT.THRU
JOINT OR PROVIDE LAP SPLICE AS
SHOWN SEE
DETAIL
CONTINUOUS LONGITUDINAL
REINFORCEMENT PER PLAN
NOTES:
1. PROVIDE ADEQUATE SUPPORT FOR LONGITUDINAL REINFORCEMENT WITHIN 6" OF
JOINT USING FOOTING TIES, VERTICAL DOWELS OR OTHER MEANS.
2. SECTIONS SHOWN ARE AT CENTER OF FOOTING IN LONGITUDINAL DIRECTION.
1ST POUR 2ND POUR
BOTTOM OF FTG
ㅤㅤ
1 1/2"
D/
3
7
1
/
4
"
M
A
X
0"
TY
P
"D
"
2'
-
6
"
M
A
X
5
S-1.1
MAX OUTSIDE
SLEEVE DIA 12"
(NOMINAL)
OR D/3
(WHICHEVER IS
SMALLER)
TYPICAL STIRRUPS
ADD 1 STIRRUP EA
SIDE OF SLEEVE
END OF FOOTING
ENLARGE STIRRUPS AT
DEEPENED FOOTING
MATCH SIZE & SPACING OF
TYPE STIRRUPS
ADD 1
STIRRUP EA
SIDE OF
SLEEVE
STIRRUPS @ 4" O.C.
ALONG
LENGH OF SPLICE
ADD BOT BARS, MATCH
SIZE & QUANTITY OF
INTERRUPTED BARS
INTERRUPTED BARS
1
6 SLEEVE,
SEE
FOR
MAXSIZEPIPE OR CONDUIT PENETRATION
THRU MIDDLE THIRD
PIPE OR CONDUIT PENETRATION
BELOW MIDDLE THIRDNOTES:
1. DO NOT CUT REINFORCING AT OR ONLY CUT INTERRUPTED REINFORCING AT .
2. PROVIDE MINIMUM 2" CLEAR BETWEEN SLEEVE AND REINFORCING .
3. INSIDE Ø OF METAL SLEEVE SHALL BE 2" MIN LARGER THAN OUTSIDE Ø OF PIPE.
4. CAULK SEAL GAP AT SLEEVE-TO-PIPE/CONDUIT INTERFACE ON EXTERIOR SIDE OF FOOTING .
5. IF PIPE OR CONDUIT PENETRATION OCCURS AT EITHER TOP OR BOTTOM REBAR SPLICE LOCATION PROVIDE 2 ADDITIONAL SHEAR STIRRUPS FOR A TOTAL OF 4 SHEAR STIRRUPS ON EACH SIDE OF PENETRATION .
A
B
A C
A
B
SMALLER OF
(3XDIA-1) OR D
4X LARGER OF
DIA-1 OR DIA-2
DIA-1 DIA-2
2" CLR
TYP
D/
3
MI
N
D/
3
MI
N
D
2" CLR TYP
CLASS "B"
LAP SPLICE
T.O.F.
B.O.F.
T.O.F.
B.O.F.
PROVIDE D/3"
MIN
IF DIMENSION BETWEEN TOP
OF SLEEVE AND BOTTOM OF
FOOTING IS GREATER THAN OR
EQUAL TO 4" NO ADDTIONAL
REINFORECEMENT IS
REQUIRED.
SEE
DET.
10
S-1.1
12" MIN
NOTES:
1. CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONS WITH BUILDING FOUNDATION REQUIREMENTS.
2. IF REQUIREMENTS AS SHOWN CANNOT BE MET, STEP FOOTING PER TYPICAL 'STEPPED FOOTING' DETAIL.
3. REFERENCE CBC SECTION 1805A.4.7
TO BE POURED
AGAINST UNDISTURBED SOIL
FTG SHALL BE
STEPPED SO THAT THIS
DIM DOES NOT EXCEED
3' - 0" IN ANY CASE
SECTION
ADD # 4 X 48" LONG
BARS T&B OF SLEEVE
ADD STEM VERTICAL BARS
EA SIDE OF SLEEVE
(AT GRADE BEAM SEE
FOR ADDITIONAL INFO)
A-A
NO PIPE SHALL PASS
THROUGH THE FOOTING.
PIPE TRENCH SHALL
BE LOCATED
SO THAT FTG WILL
NOT BE UNDERMINED
PLACE CONC FILL AROUND
SLEEVES BEFORE POURING
FTG PADS.
FILL SHALL BE SAME WIDTH
AS FTG AND FULL WIDTH OF
THE PIPE TRENCH.
2
1
POUR JOINT BACKFILL PER
SPECIFICATIONS
FTG INFLUENCE LINE
1' - 6"
MIN
9"
3' - 0"
MAX
NO PIPES TO BE PLACED
WITHIN THIS HEIGHT
2" CLR
SLEEVE TO REBAR
3"
MIN 3"
MIN
FT
G
S
T
E
M
2' - 6"
MIN
1' - 6"
MIN, TYP
ㅤ
13
S-1.1
A-A
4"
MIN
6"
MIN
PIPE W/ METAL SLEEVE.
INSIDE Ø OF METAL SLEEVE SHALL
BE 2" MIN LARGER THAN OUTSIDE Ø
OF PIPE. MAX PIPE METAL SLEEVE
OUTSIDE DIAM 9".
PIPE W/ METAL SLEEVE.
INSIDE Ø OF METAL SLEEVE
SHALL BE 2" MIN LARGER THAN
OUTSIDE Ø OF PIPE. MAX PIPE
METAL SLEEVE OUTSIDE DIAM 9".
INSIDE Ø OF METAL SLEEVE
SHALL BE 2" MIN LARGER THAN
OUTSIDE Ø OF PIPE
NO EXCAVATION ALLOWED
BELOW THIS LINE
FOOTING
8" CMU WALL
#6 VERT BARS
@ 8" O.C.
#4 HORIZ BARS
@ 16" O.C.
DOWEL TO MATCH
VERT REINF
CONC SLAB
PER PLAN
#5 BARS T&B
@ 12" O.C.
#5 BARS
@ 16" O.C. T&B
EQ EQ
PER PLAN
72
d
b
LA
P
S
P
L
I
C
E
T
Y
P
18
"
12
"
MI
N
6'
-
0
"
MA
X
(N) CONC SLAB
TO MATCH EXISTING
(4 1/2" MIN W/
#4 @ 12" O.C. E.W.)
#4 @ 12" O.C.
(3 BARS MIN)
#4 DOWELS @ 12" O.C.
@ TRENCH
(N) CONC SLAB
TO MATCH EXISTING
(4 1/2" MIN W/
#4 @ 12" O.C. E.W.)#4 DOWELS @ 12" O.C.
@ ADJOINING SLAB
#4 DOWELS
TO MATCH SLAB REINF
NOTES:
1. VAPOR BARRIER MUST BE PROTECTED
IN PLACE FROM DAMAGE AND
PUNCTURE.
2. WHERE VAPOR BARRIER IS DAMAGED,
PROVIDE NEW VAPOR BARRIER,
OVERLAY THE (E) DAMAGED VAPOR
BARRIER 6" MIN OVERLAP ALL AROUND
FLOOR LINE/FINISH PER
ARCHT'L DRAWINGS
(E) SLAB(E) SLAB
(E) SLAB
ICC # ESR-2508
6" MIN W/ SIMPSON
"SET-XP" EPOXY
EQ
EQ
PER PLAN, 24" MIN
3" CLR
TYP
EQ
EQ
LAP SPLICE
ICC # ESR-2508
6" MIN W/ SIMPSON
"SET-XP" EPOXY
FLOOR LINE/FINISH PER
ARCHT'L DRAWINGS
DOWEL TO MATCH
WALL HORIZ REINFICC # ESR-2508
6" MIN W/ SIMPSON
"SET-XP" EPOXY
EQ
EQ
12" MIN LAP
WALL HORIZ REINF
(E)CONC CMU WALL
FOOTINGS IN-LINE
LAP SPLICE
6" EMBED W/ SIMPSON
SET-XP EPOXY
ICC # ESR-2508
(PULL TEST = 500 LBS)
(2) #6 DOWELS
TO (E) FOOTING
(E) FOOTING
ALIGN BOTTOM OF
FOOTINGS
FOOTING PER PLAN
2"
CLR
3"
CLR
6" MIN VERIFY W/
EQUIPMENT MFR
PER
EQUIPMENT MFR
#4 "Z BARS"
@ 6" O.C. AT PERIMETER
@ 12" O.C. E.W. IN-BETWEEN
SLAB ON GRADE
PER PLAN
BOLT PER
EQUIPMENT MFR
REGIST E R ED
P R O F E SS IONAL
EN
G
I
N
E
ERNo.
Exp.9/30/24
S4029
Y OUNG-K E UN
N
A
M
STATE OF CA L I F O R N I ASTRUCTURAL
E N G I N E E R S I N CV C A
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I717
C I V I L S T R U C T U R A L DBEMBE SBE
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
3/4" = 1'-0"
MAR 15, 2023
S-1.1
TYPICAL DETAIL
- REBAR & S.O.G
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
SCALE: N.T.S.S-1.1
TYPICAL REINFORCEMENT DETAILS AND DEVELOPMENT
LENGTHS5
SCALE: N.T.S.S-1.1
REINF BAR SPLICES AT CONT WALL FTGS
INTERSECTIONS7
SCALE: N.T.S.S-1.1
FOOTING POURED AGAINST EARTH8
SCALE: N.T.S.S-1.1
CONSTRUCTION JOINT AT FOOTING/ GRADE BEAM9
SCALE: N.T.S.S-1.1
TYPICAL PIPE OR CONDUIT PENETRATIONS THRU
CONTINUOUS FOOTINGS13
SCALE: N.T.S.S-1.1
PIPE TRENCH FOOTING DETAIL10
SCALE: N.T.S.S-1.1
TYPICAL FREESTANDING WALL16
SCALE: 3/4" = 1'-0"S-1.1
SLAB ON GRADE PATCH DETAIL15
SCALE: 3/4" = 1'-0"S-1.1
WALL TO WALL DETAIL2
DESCRIPTION DATE
SCALE: N.T.S.S-1.1
FOOTING TO (E) FOOTING12
SCALE: 3/4" = 1'-0"S-1.1
SLAB/PAD DETAIL3
12/12/2022
270
NOTES:
1. SPACING OF SUPPORTS FOR MINOR MEP EQUIPMENT AND OTHER EQUIPMENT SHALL BE SUCH THAT THE MAXIMUM HANGER LOAD AT JOISTS OR PURLINS IS LIMITED TO 150 POUNDS,
HANGERS FOR THE EQUIPMENT LINES SHALL NOT BE LOCATED AT THE SAME MEMBER AS HANGERS FOR OTHER ITEMS. DISTRIBUTE THE HANGER LOADS FROM THE VARIOUS TRADES
UNIFORMLY THROUGHOUT THE ENTIRE FRAMING SYSTEM.
(2)-#10X1 1/2"
LONG
WOOD SCREWS
D1 D2
HANGER STRAPHANGER
STRAP
(2)-#10X1 1/2"
LONG
WOOD
SCREWS
E1 E2
DIAGONAL
BRACE PER MEP.DIAGONAL
BRACE PER MEP.
JOIST
PER PLAN
JOIST PER PLAN
(I-JOIST WHERE OCCURS)
JOIST PER PLAN
A
JOIST PER PLAN
HANGER WIRE
MIN. 3 TIGHT
TURNS
PER MEP DWGS
BRACING WIRE
MIN. 4 TIGHT
TURNS PER
MEP DWGS
B C1
JOIST PER PLAN
JOIST PER PLAN
(I-JOIST WHERE
OCCURS)
PROVIDE PRE-APPROVED
ATTACHMENT W/ HANGER
ROD WITH DOUBLE NUT PER
MEP (OPM-0043-13)
C2
F G
HANGER STRAP
OR
ANGLE BRACE
THRU BOLT W/ NUT & FLAT
WASHER (1/2" DIAM MIN.)
PER OPM-0043-13
PROVIDE PRE-APPROVED ATTACHMENT W/ HANGER
ROD WITH DOUBLE NUT PER MEP (OPM-0043-13)
THRU BOLT W/ NUT &
FLAT
WASHER (1/2" DIAM MIN.)
PER OPM-0043-13
PROVIDE PRE-APPROVED
ATTACHMENT W/ HANGER
ROD WITH DOUBLE NUT PER
MEP (OPM-0043-13)
MIN 2X6
18" LONG
FILLER BLOCK
FASTEN BLOCK
W/ (2)-10d NAILS,
CLINCHED
3/8" HANGER/BRACING SCREW INTO
3/16" LEAD HOLE WITH
3"MIN PENETRATION
BRACING WIRE
ATTACHMENT TO SAWN
LUMBER (SEE "F" AT I-
JOIST)
HANGER WIRE
ATTACHMENT TO
SAWN LUMBER
(SEE "F" AT I-JOIST)
HANGER ROD
PARALLEL @ JOIST
(SEE "G" AT I-JOIST)
HANGER ROD
BETWEEN JOIST
(3)-10d NAILS INTO BLK'G
THRU PLYWOOD
4X BLK'G
W/ FACE MOUNT HANGERS
(AT I JOIST, PROVIDE 2"X12"X12"
FILLER BLOCK W/(10)-10d NAILS)
MUST BE ABOVE
THE NEUTRAL AXIS
OF THE BM
& MIN. 4X BOLT DIA.
FROM BOTT. OF BM
STRAP
PARALLEL @ JOIST
(SEE "G" AT I-JOIST)
STRAP
BETWEEN JOIST
3/8" BRACING SCREW INTO
3/16" LEAD HOLE WITH
1_1/2" MIN PENETRATION
(WHERE OCCURS)
4X BLK'G
W/ FACE MOUNT HANGERS
(AT I-JOIST, PROVIDE 2"X12"X12"
FILLER BLOCK W/(10) 10d NAILS)
4X BLK'G
W/ FACE MOUNT HANGERS
(AT I-JOIST, PROVIDE 2"X12"X12"
FILLER BLOCK W/(10) 10d NAILS)
ANGLE BRACE
PARALLEL @ JOIST
(SEE "G" AT I-JOIST)
ANGLE BRACE
PERPENDICULAR
@ JOIST
HANGER/BRACE
WIRE ATTACHMENT
TO JOIST
HANGER/BRACE ROD
ATTACHMENT
TO JOIST
2X FILLER BLOCK
W/(10)-10d NAILS
PER BLOCK
EA SIDE OF JOIST
(2)-#10X3"LONG
WOOD SCREWS
3"
M
A
X 1 1/2" EQ3"
2" MIN
FROM EDGE
2" MIN
FROM EDGE 5
1
/
2
"
1/2" MAX
4"MI
N
1/
2
"
M
A
X
GA
P
T
Y
P
.
(
T
O
P
&
B
O
T
T
)
1/
4
"
M
I
N
4 BOLT DIAM. MIN
A B
USE 3/8"Ø X 5 LONG LAG
SCREWS @ 12" O.C. MAX & 9"
FROM EA END OF CURB UNO
ON MECH'L DRW'GS
4X6 BLOCKING W/ HUTF
HANGER @ EACH END
(SIM AT 4X AND 6X)
FULL DEPTH AT HDR CONDITION
WHERE OCCURS
NOTE:
JOIST HGRS TO BE SIMPSON STD U
JOIST HGRS. (OR EQUAL) FOR
SAWN LUMBER
DBL JOIST PER PLAN
SEE
DET.
PARALLEL TO JOIST PERP. TO JOIST
MECHANICAL
UNIT
MECHANICAL
UNIT
SLOPED CURB
METAL BASE
FURNISHED W/
MECH'L UNIT
16
S-1.2
SHT'G PER PLAN
DOUBLE JOIST U.O.N.
NOTE:
JOIST HGRS TO BE SIMPSON
STD U JOIST HGRS. (OR EQUAL)
FOR SAWN LUMBER
MIT JOIST HANGER FOR I-JOIST
4x BLK'G W/ CS16 TYP @ EA
CORNER
DOUBLE TRIMMER OR
SUPPORTING BEAM (SEE
PLAN)
JOIST HANGER @
HEADER
JOIST HANGER
W=
4
'
-
0
"
M
A
X
3
S
P
A
C
E
S
M
A
X
W
H
E
R
E
DO
U
B
L
E
T
R
I
M
M
E
R
OC
C
U
R
S
PROVIDE B.N.
AROUND OPENING
(MATCH (E) B.N. @ (E)
CONSTRUCTION)
6' - 0" MAX OPENING
STRAP AND BLK'G TO EXTEND BEYOND
OPENING EQUAL TO OPENING WIDTH, W.
A B
4X6 BLOCKING W/ HU
HANGER @ EACH END
(SIM AT 4X AND 6X)
FULL DEPTH AT
HDR CONDITION
WHERE OCCURS
DBL JOIST
WHERE SHOWN ON PLAN
FULL DEPTH 4X
WHERE OCCURS
PARALLEL TO JOIST PERPENDICULAR TO JOIST
MECHANICAL
UNIT
MECHANICAL
UNIT
(SEE ARCHT'L)
2" MIN 12" MAX
4"
PENE
SE
E
AR
C
H
'
L
FULL DEPTH 4X
WHERE OCCURS
1/2" DIA LAG SCREWS
@ 12" O.C. AND SCREWS
≤ 6" FROM END OF CURB
(AS ALTERNATE TO LAG
SCREWS USE 1/2" DIA THRU
BOLTS AT SAME SPACING)
4x RIPPED TO MATCH
ROOF SLOPE
USE 3/8" DIA X 5 LONG LAG
SCREWS @ 12" O.C. MAX & 9"
FROM EA END OF CURB U.N.O.
ON MECH'L DRW'GS
METAL BASE
FURNISHED W/ MECH'L UNIT
(SEE A FOR INFO NOT SHOWN)
4X6 BLOCKING W/ HU
HANGER @ EACH END
(SIM AT 4X AND 6X)
FULL DEPTH AT HDR CONDITION
WHERE OCCURS
JOIST PER PLAN
(N) 2X JOIST
MATCH (E)
1/4" X 3" SCREWS
@ 12"O.C. STAGG.
(E) 2X JOISTS
(2)-1/4X3" SCREWS
@ EA. END
DOUBLE JOIST
(N) 2X AT BOTH SIDES OF
EXISTING
(E) 2X JOISTS
(2)-1/2"DIA. M.B. @ 18"
O.C.
TRIPLE JOIST
3"
3"+/- 6"
0" AT TRUSS
+/- 6"
0" AT TRUSS
+/- 6"
0" AT TRUSS
+/- 6"
0" AT TRUSS
3"
3"
12"
MECHANICAL CURB &
ANCHORAGE PER MANUF
L3x3x1/4x2" LONG
W/ 3/8" DIA LAG SCREW
W/ 3" EMBED INTO EA
4x BLK'G & 4x SLEEPER
(TYP)
BN (TYP)
2x BLK'G TYP
JOIST PER PLAN
4x BLK'G W/ A35
@ EA END TYP
4x BLK'G W/
FACE MOUNT HANGER
@ EA END (TYP)
8" MIN
12" MAX
4x SLEEPERS SHAPED
@ 16" O.C.
OVER (3)-JOISTS MIN
3/4" STRUCT I PLYWOOD
W/ 10d @ 6" O.C. EN & BN,
12" O.C. FN
MECH UNIT
3/4" THK STRUCT-I
PLYWOOD W/ 10d @ 6", 6", 12"
2x PTDF @16"O.C.
(RIP AS NEEDED)
HEIGHT
PER ARCHT'L
BN (BLOCK ALL EDGES)
2x PTDF CONT
(E)6"
SLAB ON GRADE
2"X2"X16GA CLIP (4" LONG)
@ EA JOIST @48"O.C.
W/(2) #10 X 1 1/2" WOOD SCREWS
& 0.157 DIA HILTI X-U SHOT-PIN
W/ 1" EMBED PER ICC ESR 2269
4'-0"
A35 EA
SIDE, TYP.
SEE OTHER DETAILS
FOR CONNECTION TO SLAB
C3x
#12 WOOD
SCREWS
4x POST
SECTION B-B
BB
ELEVATIONA
C3X6 @ 48"O.C.
AND AT END OF OPN'G
#12 WOOD SCREWS
(2" LONG IN PRE DRILLED
HOLES @ 6" O.C.)
(2)-2X TOP PL
#5 REINF. 2 X Ld LONG
(CENTERED ON
THE CHANNEL)
THRU 3/4" HOLES
ON THE CHANNEL.
CONC SLAB
PER PLAN
#4 @ 16" O.C.
(2) #4 12" MIN
3"
C
L
R
1
1
/
2
"
8"
1
8
"
LAP SPLICE
TYP
+/
-
3
"
5'
-
0
"
M
A
X
A
SEE
DET
15
S-1.1
REGIST E R ED
P R O F E SS IONAL
EN
G
I
N
E
ERNo.
Exp.9/30/24
S4029
Y OUNG-K E UN
N
A
M
STATE OF CA L I F O R N I ASTRUCTURAL
E N G I N E E R S I N CV C A
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I717
C I V I L S T R U C T U R A L DBEMBE SBE
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
N.T.S.
MAR 15, 2023
S-1.2
TYPICAL
DETAILS
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
SCALE: N.T.S.S-1.2
HANGER ROD SUPPORT AT JOIST2
SCALE: N.T.S.S-1.2
TYPICAL FAN MOUNTING DETAIL15
SCALE: N.T.S.S-1.2
TYPICAL ROOF OPENING DETAIL1
SCALE: N.T.S.S-1.2
TYPICAL MECHANICAL UNIT @ ROOF12
SCALE: N.T.S.S-1.2
MULTIPLE JOISTS16
SCALE: N.T.S.S-1.2
MECHANICAL UNIT PLATFORM8
DESCRIPTION DATE
SCALE: N.T.S.S-1.2
DAIS PLATFORM FRAMING13
SCALE: N.T.S.S-1.2
PARTIAL HEIGHT WALL @ BLDG INTERIOR11
12/12/2022
271
HDR PER SCHED.
HDR PER SCHED.
(16 GA CONT. TRACK IF
"L" IS
LARGER THAN 16' - 0")HDR PER SCHED.HDR PER SCHED.C
A
F F
TYP.
A
F F
B SILL
TRACK
C
TYP.
C
TYP.
A
F F F
A
C
TYP.
@ 6' - 0" O.C. WHERE "L" IS LARGER
THAN 6'-0"
TYP.
C
TYP.
MAX HT FOR INTERIOR METAL STUD SIZE (1 5/8" FLANGE WIDTH) @ 16" O.C.
MAX LOAD= 7.5 PSF (L/240)CB
E
D
A
F
F
F
SILL/HEAD TRACK
DOUBLE JAMB PER
CLIP ANGLE:
16 GAX2X2X (STUD WIDTH
LESS 1")
W/ (3)-#10 SMS EA LEG
#10 SMS EA SIDE
SILL/HEAD TRACK
STUD X 4"
(3)-#10 SMS
DOUBLE JAMB PER
(1)-BAY BLOCKING MIN
DOUBLE JAMB
#10 SMS EA SIDE
HEAD TRACK
CUT AND FOLD OVER
TRACK WEB AS
SHOWN
(2)-#10 SMS
NOTE:
SEE DETAILS D & E FOR ALTERNATE CONNECTION
AS CONTRACTORS OPTION.
(2)-#10 SMS
SILL TRACK
CUT AND FOLD OVER TRACK
WEB AS SHOWN
#10 SMS EA SIDE
DOUBLE JAMB
HEADER
MEMBERS
SEE SCHED
EXTEND WEBS & LAP TO
STUDS, FASTEN W/ (2)-#10
EA SIDE
HEADER BEAM SCHEDULE
(INTERIOR NON-BEARING PARTITIONS)
SPAN "L"LINTEL SIZE
≤4' 0"16 GA TRACK, WIDTH TO MATCH
> 4' - 0"
≤8' - 0"
(2) 6"X20 GA METAL STUDS (600S162-33)
CONDITION
DET. A - 2
DET. A - 1
DETAILDETAIL
ALTERNATE
ALTERNATE
METAL STUD SCHEDULE UNO ON PLAN
REF: STEEL STUD MANUFACTURER'S ASSOCIATION (ESR-3064P)
TRACK
NOMINAL
STUD
SIZE
SSMA PRODUCT
IDENTIFICATION
STUD
SPACING
MINIMUM PROPERTIES
Ix (in4)Ma (in-k)
BOTTOM
TRACK 6"x1 1/2"x16GA 600T150-54 -2.400 0.609 18.24
TOP
TRACK 6"x1 1/2"x16GA 600T150-54 -2.400 0.609 18.24
CAPPING
TRACK 6"x2"x16GA 600T200-54 -2.641 0.717 21.48
NON-BEARING - HEADER DIRECTLY OVER OPENING
HEADER DETAIL
GAUGE 3 5/8"4" 6"8"
14
15'-3"
18'-10" 26'-2" 33'-4"
16 16'-4" 17'-8" 24'-6" 31'-1"
18
17'-5"
16'-6" 22'-10" 29'-0"
2 1/2"
-
MEMBER WEB DEPTH
Sx (in4)
MAX WIND = 5PSF
> 8' - 0"
≤12' - 0"
(2) 6"X18 GA METAL STUDS (600S162-43)DET. A - 1
> 12' - 0"
≤16' - 0"
(2) 8"X16 GA METAL STUDS (800S162-54)DET. A - 1
MAX OPENING "L" OR COMBINED
OPENING
L= L(RIGHT) + L (LEFT) AT
ADJACENT OPENING
NOTES:
1. JAMB STUDS DEPTHS SHALL MATCH TYPICAL WALL STUD DEPTHS.
2. * DENOTES TSN (THE STEEL NETWORK) CLIPS. (ICC-ESR-2049)
TYP. JAMB SHCEDULE
@ SINGLE WINDOW
@ DOUBLE WINDOWS
OR
BOTTOM
CONNECTION
TYPICAL SECTION
FOR METAL STUD
& TRACK SEE SCHEDULE
CONNECTION TO STRUCTURE PER
PLAN
#10 SMS EA
STUD
EA SIDE
BOTTOM CONNECTION TOP CONNECTION
TYPICAL FOR METAL STUD
& TRACK SEE SCHEDULE
TOP TRACK
(FOR NON-BEARING
SEE DETAIL )
BOTTOM TRACK
(2)-#10 SMS @
16" O.C. TYP
16GA TRACK TYP
STUDS PER
SCHEDULE
#10 SMS @ 8" O.C. EA
FLANGE
STUDS PER
SCHEDULE
WELD OPTION SCREW OPTION
IF "L" IS
LARGER
THAN 16' - 0",
TYP.
JAMB STUD SCHEDULE
L < 6' - 0"
6' - 0" < L < 10' - 0"
10' - 0" < L < 16' - 0"
_
_
_
_
_
HT < 16' - 0" (INTERIOR)
CONN AT TOP TRACKSTUDS
(2) 400S162-33 SL400*
_
(2) 600S162-33 SL600*
(2) 400S162-33 SL400*
(2) 400S162-43 SL400*
(2) 600S162-43 SL600*
(2) 600S162-43 SL600*
2 CONDITION1CONDITION
ㅤ
10
"
MI
N
10
"
MI
N
10
"
MI
N
10
"
MI
N
"L"
"L"
6' - 0" MAX.
"L"(RIGHT)"L"(LEFT)
13
S-1.3
13
S-1.3
ㅤ
13
S-1.3
DET
"B"
11
S-1.3
12
S-1.3
13
S-1.3
DET
"A"
7
S-1.4
3
S-1.4
11'-5"
-
MAX HT FOR INTERIOR METAL STUD SIZE (1 5/8" FLANGE WIDTH) @ 16" O/C
MAX LOAD= 5 PSF (L/240)
GAUGE 3 5/8"4" 6" 8"
14
17'-5"
21'-6" 30'-0" 38'-2"
16 18'-8" 20'-2" 28'-0" 35'-7"
18
19'-11"
18'-10" 26'-2" 33'-1"
2 1/2"
-
MEMBER WEB DEPTH
13'-1"
-
(1/8)1
1/2-16
TYP.
NOTE:
1. PROVIDE STUDS, TRACKS AND BRACING PER SCHEDULE BELOW:
2. ALL STUDS AND TRACKS SHALL CONFORM TO ASTM A1003.
a. 18GA AND LIGHTER: MINIMUM YIELD POINT OF 33 KSI
b. 16GA AND HAVIER: MINIMUM YIELD POINT OF 50 KSI.
c. ALL STUDS AND TRACKS SHALL BE MANUFACTURED BY CURRENT MEMBERS OF THE STEEL
STUD MANUFACTURERS ASSOCIATION (SSMA) LISTED IN ICC REPORT NO. ESR-3064P. ALL
STUDS AND TRACKS SHALL COMPLY WITH ICC REPORT NO. ESR-3064P.
3. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY OR ON ANGLE (SUCH AS BRACING) TO SQUARELY
FIT AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD FIRMLY POSITION UNTIL PROPERLY
FASTENED.
4. STUD AND TRACKS SHALL BE ATTACHED BY WELDING AND SHEET METAL SCREWS AS NOTED ON THE
DRAWINGS.
5. MANUFACTURER PROVIDED PUNCH-OUTS MAY BE LOCATED ALONG THE CENTERLINE OF THE WEBS OF
THE FRAMING MEMBERS. PUNCH-OUTS SHALL HAVE A MINIMUM CENTER-TO-CENTER SPACING OF 24".
PUNCH-OUT SHALL HAVE A MAXIMUM WIDTH OF HALF THE MEMBER DEPTH OR 2 1/2", WHICHEVER IS LESS,
AND MAXIMUM LENGTH OF 4 1/2".
6. SPLICES IN STUDS AND BRACES SHALL NOT PERMITTED.
7. ALL FRAMING SHALL BE COORDINATED WITH GLAZING MANUFACTURERS, MECHANICAL, ELECTRICAL,
PLUMBING AND OTHER TRADES.
8. PROVIDE 0.08" THICK x 1.1" SQUARE OR 1.425" ROUND WASHERS FOR ALL POWDER ACTUATED
FASTENERS.
9. LOCATE PUNCHOUTS 10" CLEAR OF CONNECTIONS. IF PUNCH IS CLOSER THAN 10" TO CONNECTION, SEE
DETAIL DET "C"/13 S-1.3
B
A
NOTES:
1. FOR STEEL STUD AND TRACK TYPE SEE PLANS, SECTIONS AND METAL STUD SIZE SCHEDULE.
2. FOR METAL STUD FASTENERS, SEE METAL STUD FASTENER SCHEDULE.
3. ALL POWER DRIVEN FASTENERS TO HAVE A MINIMUM PENETRATION OF 1 1/4".
EACH SIDE
EACH STUD
EDGE OF SLAB
OR CURB
TYPICAL FOR METAL STUD &
TRACK TYPE SEE WALL SECTIONS
& METAL STUD SCHEDULE
METAL STUD @ 16" O.C (U.N.O)
PER TABLE BELOW. PROVIDE
BRIDGING @ 48" O/C WHERE
GYPSUM BOARD IS NOT APPLIED
TO BOTH SURFACES.
(SEE )
16GA BOTTOM TRACK,
TYP
NOTE: FOR PARTIAL - HT
PARTITIONS SEE
STUD TO BOTTOM TRACK
METAL STUD ELEVATION
TOP OF SLAB
C-C SECTION
1
2
4
C-C
12
"
MI
N
3"
MIN
C@48" BUILT UP BLKG
AT CURB
14
-
B
A
2
1
2
3
2
2
3
2
3
A-A
B-B
2
4
2
3
STUD PERPENDICULAR
TO WOOD JOISTS
STUD PARALLEL TO
WOOD FRAMING
BETWEEN JOISTS
STUD PARALLEL TO
WOOD JOISTS
EACH SIDE
EACH STUD
B-B SECTION
A-A SECTION
BOX STUD TO BOTTOM TRACK
@ EACH JOIST
(2 PER JOIST)
EACH
SIDE
EACH
STUD
DEFLECTION
TRACK &
TOP TRACK
PER
EACH SIDE
EACH STUD
@ EA BLK'G
(2 PER BLK'G)
STUD TO JOIST DETAIL
STUD TO SLAB DETAIL
BLK'G
@ 24" O.C.
A35 @ EA
SIDE OF
BLK'G
STUD INFILL
AT CMU WALL
GROUTED
CMU PER PLAN
STUD PARALLEL
TO WOOD JOISTS
EACH
SIDE
EACH
STUD
STUD WALL/
HEADER
PER PLAN
STUD PARALLEL TO I-JOISTS
(SEE OTHER DETAILS FOR
BALANCE OF INFO)
I-JOIST BLK'G @ 48" O/C
WHERE TRACK OCCURS
SEE DETAIL 16/S-1.2 FOR CONNECTION
(E) I-JOISTS
(2) 1/4"
SCREWS
@ EA BLK'G
16GAx6"
TRACK
@ 48"O/C
(E) SHT'G
16GAx 3"
FLANGE
TRACK
3/4"3/4"3/4"3/4"3/4"3/4"
1/8 1-12
TYP
1/8 6
@ BOTH
ENDS
METAL STUD FASTENER SCHEDULE INTERIOR METAL STUD SIZE(ESR-3064P)EXTERIOR METAL STUD SIZE(ESR-3064P)
MARK FASTENERS SIZE & SPACING REMARKS
1 HILTI 0.157"∅X-U SHOT PIN
@ 24" O/C W/ 2" EMBED
ESR-1663,
LARR# 25675
2 #10 SHEET METAL SCREW ER-5202
3 #10 X 2" @ WOOD ER-5202
4 HILTI KB3 1/4"∅x2" EMBED
EXPANSION ANCHOR @ 24" O/C
ESR-1385,2302,
LARR# 25901
MAX
HEIGHT
16'-5"
26'-0"
30'-5"
39'-0"
NOTES:
1. MAXIMUM STUD HEIGHT "H" FOR STUDS
2. SEE ARCHITECTURAL FOR OTHER CONDITIONS.
3. LIMIT L/240 DEFLECTION.
4. STUDS CARRYING EQUIPMENT OR CASEWORK
WEIGHING 40 LBS OR MORE SHALL BE 16GA MIN.
5. * = WEB STIFFENERS REQUIRED AT ENDS
6. (NS) = INDICATES NON-STRUCTURAL SECTION
MEMBER SPACING
362S125-43
600S162-43
600S162-68
600S250-68
16" O/C
16" O/C
16" O/C
12" O/C
MAX
HEIGHT
16'-5"
MEMBER SPACING
600S162-54 16" O/C
5
S-1.3
10
S-1.4
COLD-ROLLED 075U50 - 54
@ MAX 32"O.C. CONT
CLIP ANGLE, DEPTH = 80% OF
STUD DEPTH (D)
(2)-#10 SDSTS EA CLIP ANGLE TO
MTL STUD, TYP
METAL STUD
(2)-#10 SDSTS EA CHANNEL TO CLIP
ANGLE, TYP
SEE SCHEDULE ON THIS SHEET
FOR METAL STUD & TRACK SIZES
43 MIL MIN
THICKNESS
(WELD
OPTION)
D
TRACK BLOCK PIECE TO MATCH WALL
STUD CLIP FLANGE & BEND INSTALL @ 8' - 0"
O.C. HORIZ.
METAL STUD
GYP
BOARD
PROVIDE (4) MIN #10 SDSTS
PER MTL TRACK BLK'G, TYP
18GA x 1 1/2" MIN.
FLAT STRAP
@ 32" O.C. MAX.
SEE SCHEDULE ON THIS SHEET
FOR METAL STUD & TRACK SIZES
(1)-#10 SMS
EA STUDS
(2)-#10 SMS TYP.
+/- 3"
600S162-54 CONT. NOTCHED TRACK
ANCHOR BACKING TO 3 STUDS MIN.
(EXTEND TO NEXT STUD BAY BEYOND
ITEM BEING SUPPORTED)
NOTE:
1. USE #10 S.M.S. WHEN ATTACHING
ITEMS TO BACKING, U.N.O.
2. MAX WT. = 150LBS
(3)-#10 S.M.S. TYP.
TOP TRACK OR LEDGER
PER SCHEDULE
(20)-#10 SMS
ON EA FLANGE,
EA SIDE OF SPLICE
1/2" MAX
SPLICE TRACK TO MATCH
TOP TRACK OR LEDGER
(MIN. 36" LONG.)
LEDGER,TOP TRACK OR SILL
PER TYPICAL DETAILS
REGIST E R ED
P R O F E SS IONAL
EN
G
I
N
E
ERNo.
Exp.9/30/24
S4029
Y OUNG-K E UN
N
A
M
STATE OF CA L I F O R N I ASTRUCTURAL
E N G I N E E R S I N CV C A
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I717
C I V I L S T R U C T U R A L DBEMBE SBE
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
N.T.S.
MAR 15, 2023
S-1.3
TYPICAL
DETAILS
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
SCALE: N.T.S.S-1.3
TYPICAL NON-BEARING AND MTL STUD SCHED. & WALL
FRAMING (INTERIOR)5
SCALE: N.T.S.S-1.3
STEEL STUD BRACING DETAIL (INTERIOR ONLY)13
SCALE: N.T.S.S-1.3
BRIDGING CHANNEL W/ CLIP ANGLE (WITHOUT
PLYWOOD/GYP BOARD)11
SCALE: N.T.S.S-1.3
SINGLE FLAT STRAP BRIDGING W/
BLOCKING (WITH PLYWOOD/GYP BOARD
ON ONE SIDE)12
SCALE: N.T.S.S-1.3
BACKING DETAIL15
SCALE: N.T.S.S-1.3
TOP TRACK, LEDGER & SILL SPLICE DETAIL16
DESCRIPTION DATE
12/12/2022
272
TOP TRACK
STUDS
C
1 1/2"x18GA STRAP
TYP
CONT BENT PL
NOTE:
1 1/2"x18GA STRAP IS NOT REQUIRED
WHEN "H" IS LESS THAN 3' - 0".
B
TYP.
C TOP & BOT TYP
DIAG STRAP
#10 SMS EA STUD
STUD FLANGE
DIAG STRAP
TRACK
#10 SMS
WALL ELEVATION
B
A
"H
"
INTERIOR METAL CEILING JOIST SCHEDULE
NOMINAL
SIZE
SSMA PRODUCT
IDENTIFICATION Ixx(IN ) Sxx(IN )
3 SPACING
(IN)
MAXIMUM
SPAN (L1)
3 5/8"x20GA
4"x18GA
6"x18GA
8"x18GA
362S162-33
400S162-43
600S162-43
800S162-43
0.551
0.892
2.316
4.633
0.304
0.446
0.772
1.158
16
16
16
16
8' - 6"
9' - 6"
11' - 0"
12' - 0"
NOTES:
1. JOIST AND TRACK DESIGNATIONS ARE BASED ON STEEL STUD MANUFACTURER'S ASSOCIATION
(ICC ER-3064P).
2. DESIGN LOADS:
DEAD LOAD = 20 PSF
3. SEE TYP. CEILING JOIST FRAMING DETAIL
5. WHERE JOIST IS CUT, PROVIDE DOUBLE JOIST TO ADJ. CEILING JOIST NEXT TO CUT JOIST
(DO NOT CUT MORE THAN ONE JOIST).
6. SEE DETAIL FOR BRACING REQUIREMENTS.
STUD
BLKG.SIMPSON L30 @ 3 5/8" OR 4" JOIST
((2)-#10SMS PER LEG)
L50 @ 6" JOIST,((3)-#10SMS PER LEG)
L70 @ 8" JOIST,((4)-#10SMS PER LEG)
(ICC -ESR 3046)
CEILING JOIST
PER SCHEDULE
16GA TRACK WITH
2" FLANGES TO
MATCH JOIST
JOIST INTO WALLA
STUD
BLKG.
JOIST PARALLEL TO WALLB
JOIST
BLKG @ 24" O.C. PER
#10 SMS TYP
16GA TRACK WITH
2" FLANGES TO
MATCH JOIST
SIMPSON L30 @ 3 5/8" OR 4" JOIST
((2)-#10SMS PER LEG)
L50 @ 6" JOIST,((3)-#10SMS PER LEG)
L70 @ 8" JOIST,((4)-#10SMS PER LEG)
(ICC -ESR 3046)
STUD WALL
CLIP PER &A B
CEILING PLAN VIEW
A
B
PROVIDE ANGLE
CLIP EA. SIDE OF
DBL JOIST
FOR OPENING
SEE NOTES
PROVIDE DBL JOIST PER
NOTE 5 BELOW AND
USE WELDED OPTION PER
DET
TYP AROUND
OPENING
4
5
S-1.3
2
"
2
"
F 2
S-1.4
@ CONC WALLC
1/4"DIA.
HILTI KB-TZ-2 @16"O.C.
(3 1/2" MIN EMBED)
(ICC ESR-4266)
CONC WALL CONT TRACK
L 1 1/2"X3"X JOIST
DEPTH(16GA)
W/ (2)-#10 SHEET
METAL SCREWS
TO EACH LEG
/6 S-1.4
/2 S-1.4
USE (8)-#10-16
SCREW
ON EACH SIDE OF
BLOCKING.
BLOCKING NOTE:STRAP NOTE:
PLACE SOLID BLOCKING AT ENDS OF FLOOR
SYSTEM, ADJACENT TO ALL OPENINGS,
AND AT 10' - 0"O.C. MAX.
TOP STRAP NOT REQ'D. IF CONTINUOUSLY
ATTACHED RIGID SHEATHING IS USED.
TEMPORARY BRACING OF TOP FLANGE
DURING CONSTRUCTION MAY BE REQ'D.
TYP.
JOISTS
MIN. 18 GA RUNNER TRACK
SOLID BLOCKING @ 10' - 0''O.C.
MAX. MAKE RUNNER TRACK 8'' LONGER THAN
JOIST INSIDE SPACING.CLIP FLANGES OF
TRACK 4'' FROM EACH END.
BEND TRACK AT CLIPPED FLANGES.
(1)-#10-16
SCREW IN EACH
JOIST FLANGE
ATTACH BLOCKING TO
JOISTS W/ (2)-#10-16
SCREWS IN EACH
FLANGE AS SHOWN.
1-1/2'' X 20 GA @ 48"O.C. MAX
STRAPPING AT TOP OF JOISTS. (STRAPPING TO
START, END, & SPLICE AT SOLID BLOCKING)
RIGID
SHEATHING
WHERE
OCCURS
E Q
METAL STUD WALL
AS OCCURS
SUSPENDED STUD
& BRACE PER TYP
CANT JOIST
AS OCCURS
JOIST PER
BRACE NOT REQ'D
IF L1<4' - 0"
4"x16GA TRACK W/
#10 SMS TO EA. STUD &
JOIST
4"x16GA TRACK W/
#10 SMS TO EA. STUD &
JOIST
BRACING PER
TYP
7
S-1.4
2' - 6"
MAX
L1
PER SCHED.
L1
PER SCHED.9
S-1.4
9
S-1.4
2
S-1.4
9
S-1.4
6"
M
A
X
TY
P
S-1.4
7
S-1.4
7
CL
IN-PLANE
BRACING
PER
1
MIN.
1
4"x16GA STUD(400S162-54)
@4' - 0"O.C.
W/ (3)-#10 SMS EA END
MAX BRACE LENGHT = 9' - 0"
MTL STUD WALL
AS OCCURS
400S162-54
STUDS
@16"O.C.
2"x2"X16GA BENT PL
CONT WITH #10 SMS
EA LEG EA STUD/JOIST
(3)-#10 SMS
@ EA END WHERE
CEILING
JOIST OCCURS
CEILING JOIST
WHERE OCCURS
SEE
"L1" MAX
PER SCHED.
6"
MA
X
9
S-1.4
9
S-1.4
1
S-1.4
S-1.4
11
S-1.4
12
4' - 0"
2"
MAX
AA
SL600 CLIP,
TYP.
CONT. TRACK
PER PLAN
FOR CONNECTION TO
FOUNDATION/FLOOR
SEE
DET.
CHANNEL
SECTION A-A
#12 TEK SCREWS @
6" O.C. U.N.O.
(ICC ER 1976)
MTL STUD
4
S-1.4 #4x24" THRU 5/8" PRE-DRILLED
HOLE ㅤ
* H/MAX = 6'-0", USE C3X6
H/MAX = 10'-0", USE C4X7.25
(2) #4
12" MIN 3"
CL
R
1
1
/
2
"
8"
18
"
SEE DETAIL
FOR ELEV.
CONC SLAB
PER PLAN
#4 @ 16" O/C
H
CONT. 16GA MIN.
TRACK
+/- 3"
#12 TEK SCREWS
@ 6" O.C.
CHANNEL* @ 48"O.C.
AND AT END OF OPENING.
3
S-1.4
3
S-1.4
/5 S-1.3
2x6 BLK'G
W/ SIMPSON LU
HGR EA END
JOIST PER PLAN
16GA CONT. TRACK
#10 SDSTS EA CONTACT W/
METAL TRACK, EA SIDE OF
METAL STUD FLANGE, TYP
CEILING LINE
400S162-54 METAL KICKER @ 48"O/C, W/
(3)#10 SDSTS EA END, TYP
400S162-54 METAL
KICKER @ 48"O/C, W/ (3)#
10 SDSTS EA END, TYP
16d @
4"O/C
1
1 MIN
4-16d
CEILING LINE
1
PERPENDICULAR TO JOISTS
1
A34
18 GA METAL ANGLE W/(3) #10 SDSTS EA
LEG, TYP EA METAL KICKER BRACE
CONT MTL TRACK
18 GA METAL ANGLE W/(3) #10 SDSTS EA
LEG, TYP EA METAL KICKER BRACE
CONT MTL TRACK
METAL STUD
METAL STUD
#10 SDSTS EA CONTACT W/
METAL TRACK, EA SIDE OF
METAL STUD FLANGE, TYP
SEE SCHEDULE ON
THIS SHEET FOR
METAL STUD &
TRACK SIZESJOIST PER PLAN
PARALLEL TO JOISTS
(3)#10 WOOD
SCREWS
MIN 1 1/2"
EMBED
FULL DEPTH 2x BLK'G
@VERTICAL HANGER
W/ "LB" TOP FLANGE HANGER
@ EA END
SHT'G PER PLAN (3)#10 WOOD
SCREWS
MIN 1 1/2"
EMBED
JOIST PARALLEL JOIST PERPENDICULAR
CEILING JOIST
PER
CEILING JOIST
PER 7
S-1.4
7
S-1.4
(3)#10 WOOD
SCREWS
MIN 1 1/2"
EMBED
FULL DEPTH 2x BLK'G
@VERTICAL HANGER
W/ "LB" TOP FLANGE HANGER
@ EA END
SHT'G PER PLAN (3)#10 WOOD
SCREWS
MIN 1 1/2"
EMBED
JOIST PARALLEL JOIST PERPENDICULAR
CEILING JOIST
PER
CEILING JOIST
PER
7
S-1.4
7
S-1.4
REGIST E R ED
P R O F E SS IONAL
EN
G
I
N
E
ERNo.
Exp.9/30/24
S4029
Y OUNG-K E UN
N
A
M
STATE OF CA L I F O R N I ASTRUCTURAL
E N G I N E E R S I N CV C A
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I717
C I V I L S T R U C T U R A L DBEMBE SBE
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
N.T.S.
MAR 15, 2023
S-1.4
TYPICAL
DETAILS
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
SCALE: N.T.S.S-1.4
IN-PLANE BRACING1
SCALE: N.T.S.S-1.4
METAL CEILING JOIST SCHEDULE (INTERIOR ONLY)9
SCALE: N.T.S.S-1.4
CEILING JOISTS FLANGE BRACING2
SCALE: N.T.S.S-1.4
INTERIOR CEILING FRAMING6
SCALE: N.T.S.S-1.4
STUD BRACING (INTERIOR ONLY)7
SCALE: N.T.S.S-1.4
ELEVATION OF PARTIAL HEIGHT WALL3
SCALE: N.T.S.S-1.4
PARTIAL HEIGHT WALL @ INTERIOR WALL4
SCALE: N.T.S.S-1.4
NON-LOAD BEARING INTERIOR WALL
FRAMED TO CEILING W/ DIAGONAL KICKER10
SCALE: N.T.S.S-1.4
SUSPENDED STUD ATTACHMENT DETAIL11
SCALE: N.T.S.S-1.4
WALL BRACE ATTACHMENT DETAIL12
DESCRIPTION DATE
12/12/2022
273
1 2 3 4 6
A
B
C
D
E
3.1 5.1
96
'
-
0
"
24
'
-
0
"
24
'
-
0
"
24
'
-
0
"
24
'
-
0
"
130' - 0"
26' - 0"26' - 0"26' - 0"26' - 4"25' - 8"
8 1/8"
NO STRUCTURAL WORK
INSIDE BLDG
@ GROUND FLOOR
(E) COLUMNS
TO REMAIN
TYP.
(E) 6" THK SLAB ON GRADE
#4 @ 18"O.C. EW
(E) 6" TILT-UP
CONC FREESTANDING WALL
CMU WALL TO MATCH
(E) WALL HEIGHT
SEE
DET
FOR SLAB PATCH
TYP @ HATCHED AREAS
15
S-1.1
(E) POUR STRIP
(DO NOT CUT OR REMOVE
ANY CONCRETE OR REINF
IN THIS AREA)
16
S-1.1TYP
4' - 0"
TYP
2
S-1.1
2
S-2.1
WHERE FOOTINGS OVERLAP,
COMBINE REINF. AND POUR
FOOTINGS MONOLITHICALLY
SEE
DET
12
S-1.1 FTG TO FTG
WALL TO WALL
3
S-1.1
12" THK CONC SLAB
W/ #5 @ 12" O.C. E.W. T&B
SEE
DET
3
S-1.1
13
S-1.2
11
S-1.2
@PONY
WALL
6" THK SLAB
ON GRADE
W/ #5@12"O.C.
CMU WALL
PER
DET
6' - 0" MAX
24
"
E
M
B
E
D
2'
-
6
"
M
A
X
16
S-1.1
HSS4X4X1/4
@CORNERS
HSS6X4X1/4
ALL AROUND
1/4" BENT PL
CLOSURE
ALL AROUND
18GA VERCO
"B" METAL DECK
1/4
NS
FS
3/4" DIA WELDS
@ ALL LOW FLUTES
& @12"O.C. MAX
FOUNDATION NOTES:
1. FOR GENERAL NOTES, SEE S-0.0 SERIES.
2. FOR TYPICAL DETAILS, SEE S-1.0 SERIES.
REGIST E R ED
P R O F E SS IONAL
EN
G
I
N
E
ERNo.
Exp.9/30/24
S4029
Y OUNG-K E UN
N
A
M
STATE OF CA L I F O R N I ASTRUCTURAL
E N G I N E E R S I N CV C A
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I717
C I V I L S T R U C T U R A L DBEMBE SBE
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
MAR 15, 2023
S-2.1
FOUNDATION
PLAN
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
SCALE :S-2.1 1/8" = 1'-0"
FOUNDATION PLAN1
SCALE :S-2.1 N.T.S.
CANOPY @ WALL2
DESCRIPTION DATE
12/12/2022
274
1 2 3 4 6
A
B
C
D
E
3.1 5.1
(E) 24 TJS
@ 24"O.C.
(E)1 /12" THK DURACAP
3/4" T&G PLYWOOD
SHT'G STR #1
BLK'G ALL EDGES
GLUED AND NAILED
(E) 24 TJS
@ 24"O.C.
(E) 24 TJS
@ 24"O.C.
(E) 24 TJS
@ 24"O.C.
(E) 24 TJS
@ 24"O.C.
(E)2X12 DF#1
@ 16"O.C.
(E) 24 TJS
@ 24"O.C.
2X14
@ 12" O.C.
(N) 3 1/8 x 19 1/2" GLB
(N) 3 1/8 x 19 1/2" GLB
2
S-3.1
2
S-3.1
6X12
(E)W8X10
(E
)
W
8
X
1
0
(E
)
W
8
X
1
0
(E)W8X10
HSS6X4X1/4
HSS6X4X1/4
HS
S
6
X
4
X
1
/
4
HSS4X4X1/4
HSS4X4X1/4
(E)HSS4X4X1/4
TYP UNO
(E)MTL DECK
18GA VERCO
TYPE "B" DECK
2
S-2.1
2
S-2.1
3
S-3.1
FILLER BLK'G 10d @ 6" O.C.
10d @ 6" O.C.
REPLACE
(E) PLYWOOD SHT'G
TO MATCH (E)
SIMPSON TOP FLANGE HANGER
2x JOIST OR BM
PER PLAN
(E) STL BM
(E) OPEN WEB JOIST
FLOOR FRAMING NOTES:
1. FOR GENERAL NOTES, SEE S-0.0 SERIES.
2. FOR TYPICAL DETAILS, SEE S-1.0 SERIES.
(E)HSS4X4X1/4
HSS6X4 (E)W8x
NS FS
1/4
REGIST E R ED
P R O F E SS IONAL
EN
G
I
N
E
ERNo.
Exp.9/30/24
S4029
Y OUNG-K E UN
N
A
M
STATE OF CA L I F O R N I ASTRUCTURAL
E N G I N E E R S I N CV C A
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I717
C I V I L S T R U C T U R A L DBEMBE SBE
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
MAR 15, 2023
S-3.1
SECOND FLOOR
FRAMING PLAN
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
SCALE: 1/8" = 1'-0"S-3.1
2ND FLOOR FRAMING PLAN1
SCALE: N.T.S.S-3.1
NEW FRAMING @ (E) STL BEAM2
DESCRIPTION DATE
SCALE: N.T.S.S-3.1
CANOPY @ POST3
12/12/2022
275
1 2 3 4 6
A
B
C
D
E
3.1 5.1
(E)3 1/8 X 16 1/2 GLB
PURLIN TYP.
(E)4X6
@ SCREEN BRACE
TYP
(E)2X4 @48" O.C.
ALTERNATING
(E)3X4 @48" O.C.
(24" O.C. NET JOIST SPACING)
TYP 5 BAYS
(E)2X4 @48" O.C.
ALTERNATING
(E)3X4 @48" O.C.
(24" O.C. NET JOIST SPACING)
TYP 5 BAYS
(E)2X6 @ 24"O.C.
U.N.O.
(E) 3X6 @ 24" O.C.
TYP
BTWN GL-5.1 & GL-6(E) 4X6
@ELEVATOR
SUPPORTS
AC
(E)
MAX WT =
450 LBS
AC
(E)
MAX WT =
400 LBS
ACMAX WT =
1400 LBS
AC MAX WT =
800 LBS
AC
(E)
MAX WT =
600 LBS
CU
ACMAX WT =
800 LBS
CU
350 LBS
MAX EACH,
(3) PER
PLATFORM
WOOD
PLATFORM
TO SUPPORT
MECH'L UNITS
CU
350 LBS
MAX EACH,
(4) PER
PLATFORM
ACMAX WT =
800 LBS
AC
(E)
MAX WT =
550 LBS
AC
(E)
MAX WT =
550 LBS
STIFFEN
(E) GLB
STIFFEN
(E) GLB
SPAN ARROW
DENOTES
EXTENT OF WOOD
PLATFROM
TYP
DOUBLE LINE
DENOTES SISTERING
OF JOISTS, TYP
SEE
DET
STIFFEN
(E) GLB
CU
STIFFEN
(E) GLB
STIFFEN
(E) GLB
PROVIDE (N) POST AND BRACE
AS SHOWN AT
REMOVED SCREEN BRACE
PER
DET
2
S-3.2
STIFFEN
(E) GLB
STIFFEN
(E) GLB
STIFFEN
(E) GLB
STIFFEN
(E) GLB
STIFFEN
(E) GLB
STIFFEN
(E) GLB
STIFFEN
(E) GLB
STIFFEN
(E) GLB
STIFFEN
(E) GLB
STIFFEN
(E) GLB
16
S-1.2
(E) GLB
3/4"⌀X6" LAG BOLT
@ 5" O.C.
2X CONT
(MATCH WIDTH OF (E) GLB)
A-A
3" MIN
EDGE DIST
L3X3X1/4
HSS4X4X3/8
3/8" THK BENT PL
X4" LONG @ REMOVED BRACE
WELDED TO SCREEN POST
SCREEN POST
BEYOND
1/4
1/4
L2X2X1/4
L4X4X1/4 (10" LONG)
W/ (2)-1/2"⌀X6" LONG
LAG BOLT
(E) GLB
5/8"⌀THRU BOLT
SECTION A-A
3/16
3
1
/
2
"
EQ
E
Q
1" TYP1" TYP
3/8" THK PL
W/ (2)-1/2"⌀
X6" LONG
LAG BOLT
ROOF FRAMING NOTES:
1. FOR GENERAL NOTES, SEE S-0.0 SERIES.
2. FOR TYPICAL DETAILS, SEE S-1.0 SERIES.
3. FOR MECH PLATFORM,SEE DET
4. FOR MECH LEVEL WOOD CURB, SEE DET
5. FOR STIFFEN GLB DETAIL, SEE DET
/8 S-1.2
/12 S-1.2
/3 S-3.2
REGIST E R ED
P R O F E SS IONAL
EN
G
I
N
E
ERNo.
Exp.9/30/24
S4029
Y OUNG-K E UN
N
A
M
STATE OF CA L I F O R N I ASTRUCTURAL
E N G I N E E R S I N CV C A
2151 Michelson Dr. #240
Irvine, CA 92612
Tel. 949.679.0870
Fax. 949.679.9370
Project No.: I717
C I V I L S T R U C T U R A L DBEMBE SBE
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
MAR 15, 2023
S-3.2
ROOF FRAMING
PLAN
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
SCALE: 1/8" = 1'-0"S-3.2
ROOF FRAMING PLAN1
SCALE: N.T.S.S-3.2
GLB STIFFENING3
SCALE: N.T.S.S-3.2
MECH SCREEN SUPPORT2
DESCRIPTION DATE
12/12/2022
276
48
"
M
A
X
.
20" MAX.
44
"
M
A
X
.
20"-25" MAX.
48
"
M
A
X
.
15
"
M
I
N
.
48
"
M
A
X
.
46
"
M
A
X
.
10" MAX.10"-24" MAX.
ADA GUIDELINES -FRONT ACCESS
ADA STANDARDS FOR ACCESSIBLE DESIGN
INSTALL ABOVE COUNTER
DEVICE AT 44" ABOVE
FINISHED FLOOR.
INSTALL ABOVE COUNTER
DEVICE AT 40" ABOVE
FINISHED FLOOR.
INSTALL DEVICE AT 18"
ABOVE FINISHED FLOOR.
ADA GUIDELINES -SIDE ACCESS
INSTALL DEVICE AT 44"
ABOVE FINISHED FLOOR.
INSTALL DEVICE AT 42"
ABOVE FINISHED FLOOR.
1. ALIGN TEMPERATURE SENSORS WITH LIGHT SWITCHES AND WHEN IN CLOSE PROXIMITY TO
EACH OTHER.
2. PROVIDE ACCESS DOORS AT ALL DUCT MOUNTED EQUIPMENT.
3. EXISTING AIR INLET AND OUTLET CFM SHOWN ON DRAWINGS ARE FROM EXISTING
DRAWINGS, AND ARE FOR REFERENCE ONLY. CONTRACTOR SHALL USE PRE-BALANCE
VALUES, AND NOT EXISTING CFM SHOWN ON DRAWINGS.
4. CONTRACTOR MAY REUSE PORTIONS OF EXISTING DUCT PROVIDED SIZES AND PRESSURE
CLASSES ARE CORRECT, DUCT IS THOROUGHLY CLEANED AND FREE OF DEFECTS, AND ALL
TRANSVERSE JOINTS, LONGITUDINAL SEAMS, AND DUCT WALL PENETRATIONS ARE SEALED
AS SPECIFIED FOR NEW DUCTWORK.
VENTILATION GENERAL NOTES:
MECHANICAL GENERAL NOTES:
1. DRAWINGS SHOWING LOCATIONS OF EQUIPMENT, PIPING, ETC. ARE DIAGRAMMATIC AND
MAY NOT ALWAYS REFLECT EXACT INSTALLATION CONDITIONS. DRAWINGS SHOW THE
GENERAL ARRANGEMENT OF PIPING, EQUIPMENT, ETC., AND MAY NOT INCLUDE ALL
OFFSETS AND FITTINGS REQUIRED FOR COMPLETE INSTALLATION. THE DRAWINGS SHALL
BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING CONSTRUCTION AND THE WORK OF
OTHERS WILL PERMIT.
2. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS AND CLEARANCES FROM
ARCHITECTURAL, STRUCTURAL, SUBMITTALS, AND OTHER APPROPRIATE DRAWINGS OR
PHYSICALLY AT SITE. REVIEW ALL DRAWINGS, INCLUDING THOSE OF OTHER TRADES.
3. COORDINATE ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO PROVIDE
CLEARANCES REQUIRED FOR OPERATION, MAINTENANCE, CODE COMPLIANCE, AND TO
VERIFY NON-INTERFERENCE WITH OTHER WORK. DO NOT FABRICATE PRIOR TO
VERIFICATION OF NECESSARY CLEARANCES FOR ALL TRADES. BRING ANY INTERFERENCES
OR CONFLICTS TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING
WITH FABRICATION OR EQUIPMENT ORDERS.
4. REVIEW SPACE REQUIREMENTS OF EQUIPMENT SPECIFIED OR SUBSTITUTED AND MAKE
REASONABLE ACCOMMODATIONS IN LAYOUT AND POSITIONING TO PROVIDE PROPER
ACCESS.
5. ANY CHANGES REQUIRED TO ELIMINATE CONFLICTS OR THAT RESULT FROM A FAILURE TO
COORDINATE SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COST OR
EXPENSE TO OTHERS.
6. EACH CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ELECTRICAL
CHANGES REQUIRED FOR EQUIPMENT PROPOSED THAT DIFFERS FROM THE BASIS OF
DESIGN.
7. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL, TECHNOLOGY
AUDIO/VISUAL, AND OTHER MECHANICAL PLANS FOR EXACT LOCATIONS OF ALL CEILING
MOUNTED DEVICES, OTHER THAN SPRINKLERS.
8. EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO WALLS,
FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES DAMAGE IS
RESPONSIBLE FOR PATCHING TO MATCH ORIGINAL CONSTRUCTION, FIRE RATING, AND
FINISH.
9. IN AREAS WITH DRYWALL CEILINGS COORDINATE LOCATIONS OF ACCESS PANELS WITH THE
GC FOR ACCESS TO VALVES, ETC. COORDINATE PANEL TYPE AND COLOR WITH ARCHITECT
NOTIFY THE GC OF THE REQUIRED ACCESS PANELS PRIOR TO BIDDING.
10. SEAL ALL FLOOR, WALL, AND ROOF PENETRATIONS AIRTIGHT WHERE CONDUITS, DUCT OR
PIPING PENETRATE. PENETRATIONS THROUGH EXTERIOR WALLS AND ROOF SHALL BE
SEALED AIRTIGHT WITH WATERPROOFING MATERIALS RECOMMENDED BY MANUFACTURER
FOR OUTDOOR USE.
11. CAULK ALL PIPE AND DUCT PENETRATIONS OF FULL HEIGHT NON-FIRE RATED WALL,
PARTITION, FLOOR, AND ROOF ASSEMBLIES. THIS IS ESSENTIAL TO PREVENT NOISE
TRANSMISSION FROM ONE ROOM TO ANOTHER AND TO PROVIDE THE DESIRED NC LEVELS
WITHIN ROOMS.
12. EQUIPMENT SIZES AND SERVICE CLEARANCE REQUIREMENTS VARY AMONG DIFFERENT
MANUFACTURERS. CONSULT APPROVED SHOP DRAWINGS FOR EQUIPMENT SIZES AND
REQUIRED SERVICE CLEARANCES. COORDINATE WITH LAYOUT OF MECHANICAL SYSTEMS.
13. MAINTAIN A MINIMUM WORKING CLEARANCE OF 3’-6”IN FRONT OF ALL ELECTRICAL
EQUIPMENT REQUIRING MAINTENANCE, INSPECTION, AND TESTING INCLUDING BUT NOT
LIMITED TO PANELS, DISTRIBUTION PANELS, SWITCHBOARDS, MOTOR CONTROL CENTERS,
TRANSFORMERS, EQUIPMENT DISCONNECTS AND STARTERS.
14. DO NOT SUPPORT EQUIPMENT, PIPING, OR DUCTWORK FROM NON-STRUCTURAL BUILDING
ELEMENTS.
15.CONTRACTOR IS REQUIRED TO PROCURE A CALIFORNIA CERTIFIED ACCEPTANCE TESTING
TECHNICIAN, TO PERFORM TESTING AND SUBMIT COMPLETED FORMS PRIOR TO PROJECT
CERTIFICATION PER PAGE 12 AND 13 ON SHEET M0.3
MECHANICAL RENOVATION NOTES:
1. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD
SURVEYS, EXISTING BUILDING DOCUMENTS, AND STAFF. VERIFY EXISTING CONDITIONS AND
REPORT ANY CONFLICTS BEFORE PROCEEDING.
2. EACH CONTRACTOR SHALL FIELD VERIFY ACCESSIBILITY TO THE AREA OF THEIR WORK AND
SHALL NOTIFY THE GENERAL CONTRACTOR PRIOR TO BIDDING IF OTHER UTILITIES ARE
REQUIRED TO BE REMOVED OR RELOCATED TO ALLOW ACCESS TO THEIR AREA OF WORK.
3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CUTTING, REMOVAL AND PATCHING OF
ROOFS, WALLS, AND FLOORS ASSOCIATED WITH WORK BY ALL CONTRACTORS.
CONTRACTORS SHALL NOTIFY THE GC OF AFFECTED AREAS PRIOR TO BIDDING.
4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF
CEILINGS, CEILING TILES, AND CEILING GRIDS ASSOCIATED WITH AREAS OF WORK BY ALL
CONTRACTORS. NOTIFY THE GENERAL CONTRACTOR OF AFFECTED AREAS PRIOR TO
BIDDING.
DIRECTION OF AIR FLOW
FLEXIBLE DUCT
MANUAL VOLUME DAMPER
RISE IN DIRECTION OF AIR FLOWR
DUCT CAP
DROP IN DIRECTION OF AIR FLOWD
DUCT DOWN
DUCT UP
SUPPLY/OUTSIDE AIR DUCT SECTION
RETURN AIR DUCT SECTION
EXHAUST/RELIEF AIR DUCT SECTION
4-WAY DIFFUSER WITH BLANKOFF IN ONE DIRECTION
SD-1
6/115 AIR TERMINAL PROPERTIES SYMBOL
NECK SIZE/CFM
MECHANICAL SYMBOL LIST
SYMBOL:DESCRIPTION:
NOT ALL SYMBOLS MAY APPLY.
PLAN OR DETAIL NUMBER
PLAN OR DETAIL NAME
PLAN OR DETAIL SCALE
DETAIL REFERRED TO BY SECTION CUT
SHEET DETAIL IS LOCATED ON
NAME
1 VIEW NAME
1/8" = 1'-0"
1
M101
1
4
3
2
SIMSIM
INDICATES SIMILAR DETAIL REFERENCED
IN MULTIPLE LOCATIONS
LEVEL NAME
10'-0"HEIGHT ABOVE
PROJECT 0'-0"
1 INDICATES NOTE USED TO DESCRIBE
ADDITIONAL INFORMATION ABOUT
WORK REQUIRED, SPECIFIC TO THE
SHEET AND/OR DETAIL
N
O R HT
INDICATES DIRECTION OF TRUE NORTH
VIEW KEY
T101
CIVIL CONTRACTORC.C.
PLUMBING CONTRACTORP.C.
GENERAL CONTRACTORG.C.
MECHANICAL CONTRACTORM.C.
ELECTRICAL CONTRACTORE.C.
CONTRACTOR ABBREVIATION KEY
ABBR:DESCRIPTION:
TECHNOLOGY CONTRACTORT.C.
MECHANICAL ABBREVIATION KEY
ABBR:DESCRIPTION:
AD ACCESS DOOR
ABOVE FINISHED FLOORAFF
NOT IN CONTRACTNIC
EA EXHAUST/RELIEF AIR
FSD FIRE/SMOKE DAMPER
MA MIXED AIR
OA OUTSIDE AIR
RA RETURN AIR
SA SUPPLY AIR
TRANSFER DUCTTD
UC-1 DOOR UNDERCUT BY OTHERS (1" TYPICAL)
TYPICALTYP
UON UNLESS OTHERWISE NOTES
NORMALLY CLOSEDN.C.
NORMALLY OPENN.O.
C COMMON
SCCR SHORT CIRCUIT CURRENT RATING
MECHANICAL DESIGN CONDITIONS:
SUMMER:
WINTER:
DESIGN CONDITIONS:
TYPICAL ROOM SETPOINTS:
BASED ON WEATHER DATA FOR: {MOORPARK, CA}
SUMMER DESIGN:74°F DRY BULB, NO HUMIDITY REQUIREMENT
WINTER DESIGN:70°F DRY BULB, NO HUMIDITY REQUIREMENT
SUMMER SETBACK:85°F DRY BULB, NO HUMIDITY REQUIREMENT
WINTER SETBACK: 55°F DRY BULB, NO HUMIDITY REQUIREMENT
95°F DRY BULB, 71°F WET BULB
47°F DRY BULB
2019 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 1
2019 CALIFORNIA BUILDING CODE (CBC)
CALIFORNIA CODE OF REGULATIONS (CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART
2) TITLE 24, PART 2( 2018 INTERNATIONAL BUILDING CODE (IBC) W/ 2019 CALIFORNIA
AMENDMENTS)
2019 CALIFORNIA ELECTRICAL CODE (CEC)
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 3
(2017 NATIONAL ELECTRICAL CODE (NEC) W/ 2019 CALIFORNIA AMENDMENTS)
2019 CALIFORNIA ENERGY CODE
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 6
2019 CALIFORNIA FIRE CODE (CFC)
CALIFORNIA CODES OF REGULATIONS (CRR) TITLE 24, PART 9
(2018 INTERNATIONAL FIRE CODE (IFC) W/ 2019 CALIFORNIA AMENDMENTS)
2019 CALIFORNIA REFERENCES STANDARDS CODE
CALIFORNIA DOE OF REGULATIONS (CCR) TITLE 24, PART 12
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 19
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE
(CAL GREEN), PART II, TITLE 24 C.C.R
APPLICABLE CODES AND STANDARDS:
1. AFTER CONSTRUCTION ACTIVITIES ARE COMPLETE, TESTING, ADJUSTING (TAB) AND
BALANCING CONTRACTOR SHALL REBALANCE EXISTING ROOF TOP PACKAGED UNITS AS
REQUIRED TO ACHIEVE THE NEW AIRFLOW VALUES SHOWN ON THE CONSTRUCTION
DRAWINGS.
2. AREAS SERVED BY THIS EQUIPMENT WHICH WERE NOT RENOVATED SHALL BE RE-
BALANCED TO THE AIRFLOW RATES MEASURED BEFORE THE RENOVATION OCCURRED
(REFER TO THE FINAL PRE-DEMOLITION REPORT).
3. TAB CONTRACTOR SHALL COMPILE AND SUBMIT COPIES OF THE FINAL POST-
CONSTRUCTION TAB REPORT AS REQUIRED BY SECTION 23 05 93.
THE FINAL POST CONSTRUCTION REPORT SHALL INCLUDE ALL ITEMS REQUIRED IN THE
SPECIFICATIONS.
TAB POST-CONSTRUCTION NOTES:
1. BEFORE ANY DEMOLITION WORK IS BEGUN A COMPLETE AIR BALANCE TEST SHALL BE
PERFORMED BY THE TESTING, ADJUSTING AND BALANCING (TAB) CONTRACTOR ON
EXISTING TO REMAIN ROOF TOP PACKAGED UNITS. EQUIPMENT TO BE DEMOLISHED DOES
NOT REQUIRE TESTING. PROVIDE AIR BALANCE TESTING ONLY ON EQUIPMENT THAT WILL
CONTINUE TO BE USED TO SERVE RENOVATED AREAS AFTER THE CONSTRUCTION PHASE
IS COMPLETED.
2. TAB CONTRACTOR SHALL COMPILE AND SUBMIT ELECTRONIC COPIES OF THE FINAL PRE-
DEMOLITION REPORT WITHIN 10 WORKING DAYS AFTER THE FIELD MEASUREMENTS ARE
COMPLETED. FINAL TAB REPORT SHALL BE SUBMITTED FOR REVIEW TO THE
ARCHITECT/ENGINEER. TESTING SHALL INCLUDE ALL ITEMS REQUIRED IN THE
SPECIFICATIONS.
TAB PRE-DEMOLITION NOTES:
PDAD
TA
T E
I
EG
S
R
RE
S
NA
EN
G
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
M0.1
MECHANICAL
COVERSHEET
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
MECHANICAL SHEET INDEX
M0.1 MECHANICAL COVERSHEET
M0.2 SCHEDULES
M0.3 ENERGY COMPLIANCE
M0.4 ENERGY COMPLIANCE DOCUMENTS
M2.1 FIRST FLOOR DEMOLITION PLAN - MECHANICAL
M2.2 SECOND FLOOR DEMOLITION PLAN - MECHANICAL
M3.1 FIRST FLOOR PLAN - MECHANICAL
M3.2 SECOND FLOOR PLAN - MECHANICAL
M3.3 FIRST FLOOR PLAN - MECHANICAL PIPING
M3.4 SECOND FLOOR PLAN - MECHANICAL PIPING
M4.1 ROOF DEMOLITION PLAN - MECHANICAL
M4.2 ROOF PLAN - MECHANICAL
M5.1 DETAILS
M5.2 DETAILS & WIRING DIAGRAMS
GRAND TOTAL: 14
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
DESCRIPTION DATE
3-20-23
277
PDAD
TA
T E
I
EG
S
R
RE
S
NA
EN
G
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
12-12-2022
M0.2
SCHEDULES
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
NOTES:
1. REBALANCE UNIT TO AIR QUANTITIES SHOWN ON REMODEL FLOOR PLANS.
2. PROVIDE NEW FEILD INSTALLED OUTSIDE AIR HOOD.
3. CONTROL THROUGH TITLE 24 COMPLIANT THERMOSTAT.
4. REBALANCE OUTSIDE AIR QUANTITIES TO VALUES SHOWN IN THIS SCHEDULE.
EXISTING HEAT PUMP PACKAGE UNIT SCHEDULE (FOR REFERENCE ONLY)
TAG NAME AREA SERVED OSA VOLTAGE PHASES MANUFACTURER MODEL SERIAL NUMBER NOTES
(E)AC-1 CITY MANAGER OFFICE AREA 120 208 V 3 RHEEM RJKA-A036CM 5569F339816487 1, 3, 4
(E)AC-2 201 CONFERENCE 205 208 V 1 RHEEM RQKA-A018JK 5615F239813548 1, 3, 4
(E)AC-4 MAYOR OFFICE AREA 190 208 V 3 RHEEM RJPL-A060CM F131900562 1, 2, 3, 4
(E)AC-7 IT WORK ROOM 225 208 V 3 RHEEM RJKA-A048CM 5577F309814439 1, 3, 4
(E)AC-8 IT WORK ROOM & FINANCE OFFICE 150 208 V 3 RHEEM RJPL-A048CK F421701849 1, 2, 3, 4
NOTES:
1. INDOOR UNIT POWERED THRU OUTDOOR UNIT.
2. COMPLETE WITH INTEGRAL CONDENSATE PUMP POWERED THRU INDOOR UNIT.
3. COMPLETE WITH LOW AMBIENT KIT.
4. COMPLETE WITH WIRED THERMOSTAT.
5. DISABLE HEATING FUNCTIONALITY.
6. UNIT TO BE DISABLED WHEN FM 200 FIRE SUPPRESSION SYSTEM IS ACTIVATED. SEE FIRE PROTECTION AND FIRE ALARM DRAWINGS FOR FURTHER INFORMATION.
7. COMPLETE WITH FILTER BOX BY UNIT MANUFACTURER AND MERV-13 FILTER.
8. CONTROL THROUGH TITLE 24 COMPLIANT THERMOSTAT.
MINI-SPLIT HEAT PUMP SCHEDULE
INDOOR UNIT OUTDOOR UNIT
NOTES
TAG
NAME AREA SERVED
NOMINAL
TONS
AIR QUANTITY
(CFM)
EXTERNAL
STATIC
PRESSURE
(INCHES IN
W.C.)
FIRE ALARM
SHUT DOWN
ON
DETECTION
OF SMOKE
MINIMUM
OUTSIDE AIR
(CFM)
UNIT ELECTRICAL DATA
WEIGHT (LBS)
ANCHORAGE
DETAIL MODEL TAG NAME
UNIT ELECTRICAL DATA COOLING - DX HEATING - DX
WEIGHT (LBS)
ANCHORAGE
DETAIL Manufacturer ModelVOLTAGE PHASE MCA MOCP VOLTAGE PHASES MCA MOCP SCCR
COOLING
AMBIENT
TEMPERATURE TOTAL MBH
SENSIBLE
MBH SEER (EER)
HEATING
AMBIENT
TEMPERATURE
HEATING
MBH
MIN EFF
HSPF
IU-1 132 AUDIO VISUAL 2 800 .5 NO 50 NOTE 1 NOTE 1 NOTE 1 NOTE 1 75 2/M5.1 RAV-SM242BTP-UL OU-1 208 V 1 17 A 20 A 5,000 A 95.0° F 24.0 18.0 22.4 (12.9) 47.0° F 24.0 11.5 155 3/M5.1 TOSHIBA CARRIER RAV-SP242AT2P-UL 1, 2, 3, 4, 7, 8
IU-2 133 BROADCAST CONTROL 2 800 .5 NO 50 NOTE 1 NOTE 1 NOTE 1 NOTE 1 75 2/M5.1 RAV-SM242BTP-UL OU-2 208 V 1 17 A 20 A 5,000 A 95.0° F 24.0 18.0 22.4 (12.9) 47.0° F 24.0 11.5 155 3/M5.1 TOSHIBA CARRIER RAV-SP242AT2P-UL 1, 2, 3, 4, 7, 8
IU-3 IT SERVER ROOM 217 3 970 N/A YES N/A NOTE 1 NOTE 1 NOTE 1 NOTE 1 45 12/M5.1 RAV-SM362KRTP-UL OU-3 208 V 1 30 A 40 A 5,000 A 95.0° F 36.0 24.0 20.8 NOTE 5 NOTE 5 NOTE 5 230 3/M5.1 TOSHIBA CARRIER RAV-SP362AT2P-UL 1, 2, 3, 4, 6, 8
NOTES:
1. COMPLETE WITH FILTER BOX BY UNIT MANUFACTURER AND MERV-13 FILTER
2. CONTROL THROUGH TITLE 24 COMPLIANT THERMOSTAT.
3. COMPLETE WITH INTEGRAL CONDENSATE PUMP POWERED THRU INDOOR UNIT.
SPLIT HEAT PUMP SCHEDULE
INDOOR UNIT OUTDOOR UNIT
NOTES
TAG
NAME AREA SERVED
NOMINAL
TONS
AIR QUANTITY
(CFM)
EXTERNAL
STATIC
PRESSURE
(INCHES IN W.C.)
FIRE ALARM
SHUT DOWN ON
DETECTION OF
SMOKE
MINIMUM
OUTSIDE AIR
(CFM)
UNIT ELECTRICAL DATA
WEIGHT (LBS)
ANCHORAGE
DETAIL MODEL TAG NAME
UNIT ELECTRICAL DATA COOLING - DX HEATING - DX
WEIGHT (LBS)
ANCHORAGE
DETAIL Manufacturer ModelVOLTAGE PHASE MCA MOCP VOLTAGE PHASES MCA MOCP SCCR
COOLING
AMBIENT
TEMPERATURE RATED MBH
SEER
(EER)
HEATING
AMBIENT
TEMPERATURE
RATED
MBH
HSPF
(COP)
FC-1 ENTRY LOBBY 3.0 1,130 0.75 NO 120 208 V 1 3.44 A 15.0 A 100 2/M5.1 MMD-AP0366HPUL CU-1 208 V 1 36.3 A 40 A 5,000 A 95.0° F 36.0 17.7 47.0° F 40.0 10.5 315 3/M5.1 TOSHIBA CARRIER MCY-MAP0367HS-UL 1, 2, 3
FC-2 OPEN OFFICE 112 4.0 1,230 0.75 YES 215 208 V 1 3.88 A 15.0 A 100 2/M5.1 MMD-AP0486HPUL CU-2 208 V 1 36.3 A 40 A 5,000 A 95.0° F 48.0 16.6 47.0° F 54.0 9.5 315 3/M5.1 TOSHIBA CARRIER MCY-MAP0487HS-UL 1, 2, 3
FC-3 OPEN OFFICE 112 3.0 1,130 0.75 YES 235 208 V 1 3.44 A 15.0 A 100 2/M5.1 MMD-AP0366HPUL CU-3 208 V 1 36.3 A 40 A 5,000 A 95.0° F 36.0 17.7 47.0° F 40.0 10.5 315 3/M5.1 TOSHIBA CARRIER MCY-MAP0367HS-UL 1, 2, 3
FC-4 1ST FLOOR SW EXTERIOR OFFICES 3.0 1,130 0.75 YES 135 208 V 1 3.44 A 15.0 A 100 2/M5.1 MMD-AP0366HPUL CU-4 208 V 1 36.3 A 40 A 5,000 A 95.0° F 36.0 17.7 47.0° F 40.0 10.5 315 3/M5.1 TOSHIBA CARRIER MCY-MAP0367HS-UL 1, 2, 3
FC-5 1ST FLOOR SOUTH EXTERIOR OFFICES 3.0 1,130 0.75 NO 115 208 V 1 3.44 A 15.0 A 100 2/M5.1 MMD-AP0366HPUL CU-5 208 V 1 36.3 A 40 A 5,000 A 95.0° F 36.0 17.7 47.0° F 40.0 10.5 315 3/M5.1 TOSHIBA CARRIER MCY-MAP0367HS-UL 1, 2, 3
FC-6 107 BREAK ROOM 3.0 1,130 0.75 NO 215 208 V 1 3.44 A 15.0 A 100 2/M5.1 MMD-AP0366HPUL CU-7 208 V 1 36.3 A 40 A 5,000 A 95.0° F 36.0 17.7 47.0° F 40.0 10.5 315 3/M5.1 TOSHIBA CARRIER MCY-MAP0367HS-UL 1, 2, 3
FC-7 134 CONFERENCE ROOM 3.0 1,130 0.75 NO 270 208 V 1 3.44 A 15.0 A 100 2/M5.1 MMD-AP0366HPUL CU-6 208 V 1 36.3 A 40 A 5,000 A 95.0° F 36.0 17.7 47.0° F 40.0 10.5 315 3/M5.1 TOSHIBA CARRIER MCY-MAP0367HS-UL 1, 2, 3
NOTES:
1. COMPLETE WITH MODULATING ECONOMIZER MAKE/MODEL: MICROMETL/ECD-SRT12CB-D2DH OR APPROVED EQUAL.
2. COMPLETE WITH 14" STARDARD ROOF CURB MAKE/MODEL: MICROMETL/CRBK-SRT12GA-1411 OR APPROVED EQUAL.
3. COMPLETE WITH VIBRATION ISOLATION ROOF CURB MAKE/MODEL: MICROMETL/CRBV-SRT34GA-1112-P4 OR APPROVED EQUAL.
4. POWER EXHAUST/ECONOMIZER ATTACHED TO RETURN DUCT NOT UNIT.
5. POWERED EXHAUST POWERED SEPERATELY FROM AC UNIT.
6. FOR APPLICABLE UNITS WITH CO2 SENSORS AND DEMAND CONTROL VENTILATIONN (DCV), BALANCE OSA DAMPER TO MAX CFM AT 1000 PPM.
7. CONTROL THROUGH TITLE 24 COMPLIANT THERMOSTAT.
HEAT PUMP PACKAGE UNIT SCHEDULE
TAG
NAME AREA SERVED
NOMINAL
TONS
AIR QUANTITY
(CFM)
FIRE ALARM
SHUT DOWN
ON
DETECTION
OF SMOKE
OUTSIDE AIR
(NOTE 6)
EXTERNAL
STATIC
PRESSURE
(INCHES IN
W.C.)
SUPPLY FAN UNIT ELECTRICAL DATA POWER EXHAUST (NOTE 5)COOLING COIL - DX HEATING COIL - DX
DISCHARGE
DIRECTION
FILTER
TYPE
WEIGHT (LBS)
ANCHORAGE
DETAIL Manufacturer Model NOTES
MIN.
CFM
DCV
CFM RPM
BRAKE
HORSEPOWER VOLTAGE PHASES
MINIMUM
CIRCUIT
AMPACITY
MAXIMUM
OVERCURRENT
PROTECTION SCCR MODEL MANUFACTURER CFM VOLTAGE PHASE FLA MOCP
COOLING
AMBIENT
TEMPERATURE
SENSIBLE
MBH
TOTAL
MBH
SEER
(EER)
HEATING
AMBIENT
TEMPERATURE
HEATING
MBH
HSPF
(COP)
UNIT
WEIGHT
ECONOMIZER
WEIGHT
CURB
WEIGHT
TOTAL
WEIGHT
AC-3 CITY MANAGER SUITE 5.0 2,000 NO 310 N/A 1.0 2103 1 208 V 3 29 A 40 A 5,000 A N/A N/A N/A N/A N/A N/A N/A 95.0° F 48.96 14.3 47.0° F 56.8 8.2 VERTICAL MERV 13 620 45 100 765 1/M5.1 CARRIER 50FCQA06A1A5 1, 2, 7
AC-5 207 BREAK ROOM 5.0 2,000 NO 380 N/A 1.0 2103 1 208 V 3 29 A 40 A 5,000 A N/A N/A N/A N/A N/A N/A N/A 95.0° F 48.96 14.3 47.0° F 56.8 8.2 VERTICAL MERV 13 620 45 100 765 1/M5.1 CARRIER 50FCQA06A1A5 1, 2, 7
AC-6 PARKS AND REC 5.0 2,000 NO 290 N/A 1.0 2103 1 208 V 3 29 A 40 A 5,000 A N/A N/A N/A N/A N/A N/A N/A 95.0° F 48.96 14.3 47.0° F 56.8 8.2 VERTICAL MERV 13 620 45 100 765 1/M5.1 CARRIER 50FCQA06A1A5 1, 2, 7
AC-9 COUNCIL CHAMBERS 10.0 4,000 YES 450 1,000 1.0 1716 1.72 208 V 3 49 A 60 A 5,000 A PECH-SRT34CB-D2DH-2L2 MICROMETL 4,000 208 3 9.5 11.9 95.0° F 93.44 (11.0) 47.0° F 116.4 (3.4) HORIZONTAL MERV-13 955 NOTE 4 445 1400 1/M5.1 CARRIER 50FCQM12A2A5 3, 4, 5, 7
NOTES:
1. INTERLOCK WITH LIGHT SWITCH.
2. INTERLOCK WITH FACP AND FS 200 FIRE SUPRESSION SYSTEM.
3. COMPLETE WITH ROOF CURB.
4. COMPLETE WITH BIRD SCREEN.
5. COMPLETE WITH FAN SPEED CONTROLLER.
FAN SCHEDULE
TAG NAME AREA SERVED CFM
S.P. IN.
W.C.FAN RPM
DRIVE
TYPE
MAX. AMCA
SONES
BACKDRAFT
DAMPER TYPE CURB
ELECTRICAL
WEIGHT (LBS) MANUFACTURER MODEL
ANCHORAGE
DETAIL NOTESHP (WATTS) VOLTAGE PHASES
EF-1 RESTROOM 130A 75 0.38 856 DIRECT 1.5 INTEGRAL N/A 88.6 120 1 30 COOK GC-148 6/M5.1 1, 5
EF-2 IT SERVER ROOM 217 420 0.25 1270 DIRECT 6.3 INTEGRAL YES 33.6 120 1 60 COOK 90C15DH 5/M5.1 2, 3, 4, 5
NOTES:
1. COMPLETE WITH ROOF CURB AND BIRD SCREEN.
2. PROVIDE MOTORIZED DAMPER AND INTERLOCK WITH EF-2.
ROOF VENTILATOR SCHEDULE
TAG NAME AREA SERVED CFM WEIGHT MANUFACTURER MODEL
ANCHORAGE
DETAIL NOTES
RV-1 RESTROOM 130A 75 25 COOK PR-8 5/M5.1 1
RV-2 IT SERVER ROOM 217 420 50 COOK TR-12 5/M5.1 1, 2
60.0
60.0
60.0
120.0
DESCRIPTION DATE
3-20-23
278
PDAD
TA
T E
I
EG
S
R
RE
S
NA
EN
G
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
12-12-2022
M0.3
ENERGY
COMPLIANCE
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
DESCRIPTION DATE
3-20-23
279
PDAD
TA
T E
I
EG
S
R
RE
S
NA
EN
G
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
12-12-2022
M0.4
ENERGY
COMPLIANCE
DOCUMENTS
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
DESCRIPTION DATE
3-20-23
280
T T
T
T
T
T
T
T
T
T
T
T
1 2 3 4 5 6
A
B
C
D
E
SD-E SD-E
RG-E
RG-E10ø
SD-E
10ø
12ø
8ø
SD-E
RG-E
18
ø
16
ø
10ø 12ø
14ø
12ø 14ø
RG-E
SD-E SD-E
10ø
10ø
10ø
12ø
SD-E
8ø 8ø 8ø
RG-E
RG-E
SD-E
10ø
SD-E SD-E
12ø
14ø
16ø
SD-E
SD-E
SD-E
16ø
16ø
10ø
12ø
10ø
SD-E
RG-E
SFD
SFD
RG-E
RG-E
RG-E
SFD
SFD
10ø 6ø
SD-E
10ø
10ø
8ø
8ø
SD-E
SD-E
SD-E
RG-E
16ø
10ø
SD-E
14ø
SD-E
SD-E12ø
8ø
8ø
8ø
(E)FC-1 (E)FC-1
(E)FC-1
(E)FC-1
(E)FC-1
(E)FC-1
(E)FC-1
(E)FC-1
(E)FC-1
(E)FC-1
(E)FC-1(E)FC-1
(E)FC-1
(E)16x12 OSA
LOUVER
(E)16x12 OSA
LOUVER
(E)16x12 OSA
LOUVER
(E)16x12 OSA
LOUVER
RG-E
SD-E
SD-E
1
(E)OSA(E)OSA
1
SD-E
SD-E
SD-E
1
1 2
2
2
1
1
1
1
1
3
34
4 44
4
4
4
4
4
4
(E)16x12 OSA
LOUVER
(E)FC-2
(E)FC-1
(E)FC-1 (E)FC-1
(E)FC-2
(E)FC-1 (E)FC-1
(E)FC-1
(E)FC-1
(E)EF-3
(E)EF-2
(E)EF-2
(E)FC-1
PDAD
TA
T E
I
EG
S
R
RE
S
NA
EN
G
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
M2.1
FIRST FLOOR
DEMOLITION
PLAN -
MECHANICAL
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
N
O R HT
1/8" = 1'-0"
FIRST FLOOR DEMOLITION PLAN - MECHANICAL1
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
CONSTRUCTION NOTES
1. REMOVE EXITING FAN COIL AND ALL SYSTEM COMPONENTS INCLUDING SUPPORTS, DUCTWORK,
AIR DEVICES, CONTROLS, REFRIGERANT PIPING, ETC.
2. EXISTING EXHAUST FAN TO REMAIN IN PLACE.
3. REMOVE EXITING FAN COIL AND SUPPORTS, CONTROLS, REFRIGERANT PIPING. EXISTING AIR
DISTRIBUTION SYSTEM TO REMAIN IN PLACE AND RECONNECTED TO NEW FAN COIL PER REMODEL
FLOOR PLAN.
4. REMOVE EXISTING THERMOSTAT AND ASSOCIATED CONTROL WIRE.
#
1. CONTRACTOR TO CONDUCT A PRE-CONSTRUCTION AIR BALANCE ON UNITS TO PACKAGE UNITS
REMAIN AND SUBMIT TO MEOR PRIOR TO DEMOLITION.
2. EXISTING DUCTWORK SHOWN IS DIAGRAMMATIC. FIELD COORDINATE FOR EXACT DUCT
LOCATIONS PRIOR TO BID.
GENERAL NOTES
DESCRIPTION DATE
3-20-23
281
T T
T
T
T
T
T
T
TT
T T
T
T
TT
T
T T
T
T
T
T
T
1 2 3 4 5 6
A
B
C
D
E
SD-E
SD-E
RG-E
RG-E
SD-E SD-E
(E)12ø (E)12ø (E)10ø
(E)12ø
RG-E
(E)16ø
(E)16ø
SD-E
SD-E
SD-E
SD-E
SD-E SD-E RG-E
SD-E
RG-E
SD-E
RG-E
SD-E
SD-E
SD-E
RG-E
SD-E
SD-E
SD-E
RG-E RG-E
SD-E
SD-E
SD-E
SD-E
SD-ERG-E
RG-E
RG-E
SD-E
SD-E
SD-E
RG-E
SD-ESD-E
SD-E
SD-E
SD-E
RG-E
RG-E
SD-E
RG-E
SD-E
SD-E
SD-E
SD-E
RG-E
RG-E
SD-E
SD-E
RG-E
SD-E
SD-E
6ø
SD-E
8ø
(E)AC-1 (E)AC-1
(E)AC-1
(E)AC-1
(E)AC-3
(E)AC-3
(E)AC-3
(E)AC-4
(E)AC-4
(E)AC-4
(E)AC-5
(E)AC-5
(E)AC-6
(E)AC-6
(E)AC-6
(E)AC-7(E)AC-7
(E)AC-7
(E)AC-7
(E)AC-7
(E)AC-8 (E)AC-8
(E)AC-8
SD-E SD-E
SD-E
SD-E
SD-E
SD-E
2
2
2
2
2
2 1
3
(E)10ø
(E)10ø
(E)10ø
(E) DUCT UP
THRU ROOF
TO (E)AC-1
2
2
2
2
3
4 6 (E)AC-2 2
(E) DUCT UP
THRU ROOF
TO (E)AC-2 4
(E)10ø
(E)10ø
(E)12ø
(E) DUCT UP
THRU ROOF
TO (E)AC-8
4 6
2 2
2
(E)12ø
(E)10ø(E)10ø
(E)10ø
(E)10ø
(E)12ø
(E)16ø
(E)16ø
(E)10ø
(E)14ø
(E)10ø
(E)10ø
(E)10ø
SD-E
(E) DUCT UP THRU
ROOF TO (E)AC-5
4 6
2
2
(E)6ø
(E)12ø
(E)6ø
(E)6ø
(E)12ø (E)8ø
(E)10ø
FSD
(E)12ø
(E)8ø
(E)10ø
(E)8ø
(E)10ø
(E)18ø
(E)14ø(E)16ø
(E)14ø (E)10ø
3
3
3
1
(E) DUCT UP THRU
ROOF TO (E)AC-6
5
(E)20ø
(E)8ø
(E)20ø
(E)10ø
(E)8ø (E)12ø
(E)10ø
(E)10ø
(E)10ø
(E)10ø
(E)18ø
(E)16ø
(E)12ø2
2
(E) DUCT UP THRU
ROOF TO (E)AC-7
4 6
RG-E
SD-E
SD-E
RG-E
SD-E
SD-E
RG-E
SD-E SD-E
SD-E
RG-E
1
(E)10ø(E)10ø
(E)8ø
(E)10ø
(E)14ø
(E)14ø
(E)10ø
(E)6ø
(E)8ø
(E)6ø
(E)8ø(E)6ø
(E)14ø
(E)12ø (E)10ø
2
2
2
2
2
RG-E
RG-E
(E)12ø
(E) DUCT UP THRU
ROOF TO (E)AC-4
5
(E)10ø (E)12ø (E)8ø
(E)14ø
(E)16ø
(E)12ø
(E)10ø
(E)20ø
(E)14ø
(E)14ø
(E)12ø
(E)10ø
(E)20ø
(E)10ø
(E)18ø
(E)10ø
(E)8ø
(E)8ø
(E)8ø
(E)10ø
(E) DUCT UP
THRU ROOF
TO (E)AC-3
4 6
(E)8ø
(E)10ø
1
(E)EF-1
(E)EF-2
(E)EF-2
(E)EF-3
(E)EF-1
3
PDAD
TA
T E
I
EG
S
R
RE
S
NA
EN
G
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
M2.2
SECOND FLOOR
DEMOLITION
PLAN -
MECHANICAL
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
N
O R HT
1/8" = 1'-0"
SECOND FLOOR DEMOLITION PLAN - MECHANICAL1
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
CONSTRUCTION NOTES
1. REMOVE EXISTING AIR DISTRIBUTION SYSTEM SHOWN DASHED FROM WHERE INDICATED.
EXISTING DUCT TO REMAIN TO BE RECONNECTED TO PER REMODEL FLOOR PLAN.
2. REMOVE EXISTING THERMOSTAT AND ASSOCIATED CONTROL WIRE.
3. EXISTING EXHAUST FAN TO REMAIN IN PLACE.
4. EXISTING AIR DISTRIBUTION SYSTEM TO REMAIN IN PLACE UNLESS OTHERWISE INDICATED.
5. EXISTING AIR DISTRIBUTION SYSTEM TO BE ENTIRELY REMOVED .
6. REMOVE ALL ELECTRIC ZONE DAMPERS ON BRANCH DUCTS AND BY-PASS DAMPERS AT SUPPLY
AND RETURN DUCT MAINS. REPAIR DUCT WHERE REMOVED.
#
GENERAL NOTES
1. CONTRACTOR TO CONDUCT A PRE-CONSTRUCTION AIR BALANCE ON UNITS TO PACKAGE UNITS
REMAIN AND SUBMIT TO MEOR PRIOR TO DEMOLITION.
2. EXISTING DUCTWORK SHOWN IS DIAGRAMMATIC. FIELD COORDINATE FOR EXACT DUCT
LOCATIONS PRIOR TO BID.
DESCRIPTION DATE
3-20-23
282
T
1 2 3 4 5 6
A
B
C
D
E
COUNCIL DAIS
131
OPEN OFFICE
112
STORAGE
130C
G/N RESTROOM
130A
(E) BREAK ROOM
107
ELEC. RM
105
(E) MRR
104
(E) WRR
102
ELEV. EQUIP
110A
LOBBY
100
CORRIDOR
106
CD OFFICE
113
CONF.
111
PUBLIC COUNTER
110
CD OFFICE
114
MPOE
112A
FS RISER
112B
CD OFFICE
115
CD OFFICE
116
CD OFFICE
117
CITY ENGINEER PW
118
CD OFFICE
119CEPW OFFICE
120
CEPW OFFICE
121
JAN
103
COUNCIL LOBBY
130
AUDIO VISUAL
132
BROADCAST CONTROL
133
CONFERENCE ROOM
134
VAULT
140
STORAGE
141
COUNCIL CHAMBER PUBLIC
131
STAIR #2
108
SG-1
36x4/390
2
2
FC-1
SD-E
415 CFM SD-E
415 CFM
SD-E
300 CFM
1 1
1
1
RG-E
1010 CFM
(E)12ø
(E)14ø
(E)12ø
(E)10ø
(E)16x12 OSA
LOUVER
(E)16x12 OSA
LOUVER
(E)16x12 OSA
LOUVER
(E)16x12 OSA
LOUVER
(E)16x12 OSA
LOUVER
IU-1
CD-1
16x16/800
RG-1
16x16/750
14ø
IU-2
CD-1
16x16/800
RG-1
16x16/750
14ø 14ø
FC-2
FC-1
16ø
12ø
FC-3
14ø
16ø
12ø
12ø
FC-5
16ø
14ø
10ø
FC-4
14ø
10ø
9ø
14ø
16ø
16ø
FC-7
SD-E
150 CFM
SD-E
150 CFM
FC-612ø
12ø
9ø
10ø
9ø
FSD FSD
FSD FSD
FSD
EF-1
6x6 UP TO
SHAFT
CD-1
12x12/330
CD-1
12x12/300
RG-1
14x14/300
CD-1
10x10/150
CD-1
10x10/150
RG-1
20x20/1080
8ø
8ø
14ø
12ø12ø
CD-1
10x10/150
CD-1
10x10/1508ø
8ø
CD-1
10x10/220
CD-1
10x10/220
RG-1
20x20/895
CD-1
10x10/240
CD-1
10x10/225
CD-1
10x10/225
9ø
9ø
12ø
9ø
16ø
8ø
8ø
RG-1
10x10/200
CD-1
14x14/335
RG-1
10x10/140
RG-1
10x10/140
RG-1
10x10/140
RG-1
14x14/375
CD-1
14x14/375
CD-1
8x8/140
CD-1
8x8/140
CD-1
8x8/140
14ø
8ø
12ø
8ø
12ø
8ø 14ø
8ø
12ø
8ø
12ø
CD-1
12x12/470
RG-1
14x14/435
CD-1
8x8/165 RG-1
10x10/145
RG-1
10x10/145
RG-1
10x10/145
RG-1
10x10/145
CD-1
8x8/165
CD-1
8x8/165
CD-1
8x8/165
12ø
8ø
14ø
8ø
8ø
8ø
RG-1
14x14/400
RG-1
16x16/580
CD-1
10x10/275
CD-1
10x10/350
CD-1
10x10/275
8ø
8ø
10ø
CD-1
14x14/610
RG-1
14x14/420
CD-1
8x8/210
CD-1
10x10/310
RG-1
10x10/220
RG-1
10x10/140
RG-1
6x6/80
6ø
CD-1
6x6/100
12ø
8ø
10ø
14ø
14ø
12ø
8ø
12ø
8ø
8ø
14ø
8ø
6ø
16ø
10ø
14ø
8ø 14ø
(E)EF-3
(E)EF-2
(E)EF-2
(E)EF-3
8ø
3
9ø OSA
(215 CFM)
8ø OSA
(120 CFM)
3
7ø OSA
(115 CFM)
4 4
44
44
4
4
44
4
4
4
4
8ø OSA
(135 CFM)
9ø OSA
(235 CFM)
10ø 3
9ø OSA
(270 CFM)
12ø
12ø
9ø OSA
(215 CFM)
3
7ø
5
5
5
5 5
T
FC-2
T
FC-3
T FC-4
T FC-5
T
FC-6
T
FC-7
TIU-1
T
IU-2
T
CO2S
AC-9
24x24 SA & RA
DUCT UP TO
2ND FLOOR
SHAFT FROM
AC-9
SG-1
36x4/390
10x14
SG-1
36x4/390
SG-1
36x4/390
10x10
16x10
16x12
SG-1
60x4/590
SG-1
60x4/590
SG-1
60x4/590
9ø 24x12 DOOR
LOUVER
CD-2
6/55
6ø
CD-1
18x18/900
14ø
24x16
24
x
1
6
28
x
1
6
32x16
14ø
RG-1
22x22/900
26x16
RG-1
22x22/1060
(TYP 3)
ø16 ø16 16ø 14ø
SOFFIT LINE (TYP)
SOFFIT LINE (TYP)
6ø
6ø
PDAD
TA
T E
I
EG
S
R
RE
S
NA
EN
G
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
M3.1
FIRST FLOOR
PLAN -
MECHANICAL
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
N
O R HT
1/8" = 1'-0"
FIRST FLOOR PLAN - MECHANICAL1
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
CONSTRUCTION NOTES
1. REBALANCE EXISTING AIR TERMINAL TO INDICATED AIR QUANTITY. SUBMIT PRE-CONSTRUCTION
AIR READINGS PRIOR TO RE-BALANCING OF EXISTING TO REMAIN SYSTEMS.
2. CONNECT EXISTING DUCT TO NEW FAN COIL. FIELD VERIFY FOR EXACT LOCATION. PROVIDE A
MINIMUM 24 INCH LINED PLENUM TO MATCH THE FAN COIL INTAKE/OUTLET.
3. CONNECT EXISTING DUCT TO NEW. FIELD VERIFY FOR EXACT LOCATION.
4. LINED PLENUM. WIDTH TO MATCH UNIT OPENING HEIGHT TO BE 2" TALLER THEN LARGEST
ATTACHED BRANCH DUCT.
5. PROVIDE 1/4" GALVANIZED SCREEN AND BACKDRAFT DAMPER TO EXISTING DUCT CONNECTED TO
EXISTING LOUVER IF NOT PRESENT.
#
DESCRIPTION DATE
3-20-23
283
T
T
T
T
T
T
T
T
1 2 3 4 5 6
A
B
C
D
E
(E) WRR
202
(E) MRR
204
CITY MANAGER
231
ASSISTANT TO THE CITY MANAGER
232
MINI SUITE 1
244
MINI SUITE 2
245
(E) BREAK RM.
207
(E) CONF. RM
206
PARKS/REC. COMM.
222 PRC OFFICE
223
PRC OFFICE
224
CONF.
201
FINANCE OFFICE
213
FINANCE OFFICE
214
STOR.
215
FINANCE OFFICE
211
FINANCE OFFICE
212
SR. INFO. SYS. ADM.
219
PRC OFFICE
225
JAN
203
(E) STAIR
208
MAYOR'S OFFICE
241
CITY CLERK RM
234
EXEC WASHROOM
231A
STORAGE
231B
FILE RM
216
MINI SUITE OPEN OFFICE
243
CORRIDOR A
200A
COLLAB LOUNGE
220
ASSISTANT CITY MANAGER
233
CITY CLERK FILES
235
HR FILES
236
HR MGR.
237
COPY/ MAIL
238COUNCIL OFFICE
242
IT SERVER RM.
217
FINANCE
210
LACTATION
207A
CITY MANAGER SUITE
230
OPEN AREA
240
IT WORK ROOM
218
22x12 SA & RA
UP THRU ROOF
TO AC-3
(E) DUCT UP THRU
ROOF TO (E)AC-1
(E)AC-1
SD-E
340 CFM
SD-E
320 CFM
SD-E
270 CFM
SD-E
270 CFM
(E)16ø
(E)16ø
(E)12ø
(E)12ø (E)10ø
(E)12ø
(E)12ø
(E)10ø
RG-E
490 CFM
RG-E
285 CFM
RG-E
305 CFM
1
(E) DUCT UP THRU
ROOF TO (E)AC-2 (E)AC-2 1
2
2
2
2
2
2 2
SD-E
300 CFM
SD-E
300 CFM
RG-E
400 CFM
2 2
2
(E)10ø
(E)10ø
(E)12ø
(E)12ø
(E)AC-8
(E) DUCT UP
THRU ROOF
TO (E)AC-8
(E)12ø
(E)10ø
(E)10ø
(E)10ø
(E)10ø
(E)12ø
(E)16ø
(E)16ø
(E)10ø
(E)14ø
(E)10ø
(E)10ø
(E)10ø
SD-E
275 CFM
SD-E
425 CFM
SD-E
325 CFM
SD-E
325 CFM
SD-E
325 CFM
SD-E
325 CFM
RG-E
255 CFM
RG-E
395 CFM
RG-E
1200 CFM
2
2
2
22
2 2
2
2
1
(E)12ø
(E)AC-51
(E) DUCT UP
THRU ROOF
TO (N)AC-5
SD-E
250 CFM
(E)10ø
SD-E
150 CFM(E)8ø(E)12ø
(E)6ø
SD-E
100 CFM
SD-E
100 CFM
(E)6ø (E)12ø
SD-E
100 CFM
(E)6ø
(E)12ø
(E)8ø
SD-E
200 CFM
SD-E
400 CFM
(E)10øSD-E
400 CFM
2
2
2
2
2
2
2
2
RG-E
610 CFM
2
RG-E
200 CFM
2
RG-E
410 CFM
2
(E)14ø (E)10ø
(E)18ø
(E)16ø
(E)12ø
18x18 SA &
2018x16 RA DUCT
UP THRU ROOF
TO AC-6
CAP
CD-1
6x6/200
6ø
(E)10ø
(E)10ø
(E)8ø
(E)10ø
(E)14ø
(E)14ø
(E)10ø
(E)6ø
(E)8ø
(E)6ø
(E)8ø
(E)6ø (E)14ø
(E)12ø
(E)10ø
(E)AC-7
1
(E) DUCT UP
THRU ROOF
TO (E)AC-7
RG-E
(E)12ø
3
SD-E
395 CFM
SD-E
395 CFM
SD-E
300 CFM
SD-E
100 CFM
SD-E
100 CFM
SD-E
50 CFM
SD-E
50 CFM
SD-E
450 CFM
RG-E
855 CFM
RG-E
100 CFM
RG-E
100 CFM
2
2
22
2
2
2
2
RG-E
2
2
2
(E) DUCT UP
THRU ROOF
TO (E)AC-4
(E)12ø
(E)10ø
(E)14ø
(E)12ø(E)10ø
(E)8ø
(E)10ø
(E)8ø
(E)8ø
SD-E
400 CFM
SD-E
400 CFM SD-E
240 CFM
SD-E
200 CFM
SD-E
200 CFM
SD-E
200 CFM
RG-E
200 CFM SD-E
200 CFM
RG-E
160 CFM
SD-E
160 CFM
2
2
2
2
2 2
2
2
2
2
CD-1
6x6/100
AC-3
18x16
3
18x18
6x6 FROM BELOW
UP THRU ROOF TO
RV-1
14x14 UTR
TO EF-2
EG-1
/420
10ø
16x16 UTR
TO RV-2
CD-1
18x18/420
14ø
CD-1
10x10/250
CD-1
8x8/180
CD-1
12x12/400
CD-1
10x10/220
CD-1
10x10/230CD-1
10x10/230
CD-1
10x10/250
9ø
8ø
9ø
16ø
14ø
9ø
12ø
8ø
12ø
RG-1
12x12/345
RG-1
10x10/190
RG-1
14x14/395
RG-1
8x8/150
10ø
9ø
9ø
CD-1
10x10/300
CD-1
12x12/400
CD-1
10x10/215
CD-1
8x8/200
CD-1
8x8/200
CD-1
10x10/270
CD-1
10x10/215
CD-1
8x8/200
9ø
16x16
6ø
9ø
8ø
16ø
9ø
14ø
9ø14ø
12ø
9ø
IU-3
(E)EF-1
(E)EF-3
(E)EF-1 (E)EF-2
(E)EF-2
4
24x24 SA & RA
DUCT IN SHAFT
FROM AC-9 TO
1ST FLOOR
3
3
(E)8ø
RG-1
18x18/665
RG-1
18x18/665
20ø
18
x
1
8
14ø
14ø
10ø
MINI SUITE 1
244
OPEN AREA
240
CITY CLERK FILES
235
MAYOR'S OFFICE
241
MINI SUITE OPEN OFFICE
243
COUNCIL OFFICE
242
12ø RG-1
14x14/340
RG-1
12x12/300
RG-1
14x14/400
12ø
10ø
9ø
8ø
14ø
9ø
RG-1
12x12/270
16ø
RG-1
8x8/100
6ø
18ø
RG-1
10x10/200
RG-1
10x10/200
18ø
3
14ø
(E)AC-4
1
CD-1
10x10/240
RG-1
14x14/430 AC-6
RG-1
8x8/200
18
ø
8ø
18
ø
12ø
16ø
12ø
12ø
7ø
12ø 10ø
8ø
T
IU-3
RG-1
8x8/220
14øFSD
FSD
FSD
FSD
5
5
5FSD
6
6
PDAD
TA
T E
I
EG
S
R
RE
S
NA
EN
G
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
M3.2
SECOND FLOOR
PLAN -
MECHANICAL
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
N
O R HT
1/8" = 1'-0"
SECOND FLOOR PLAN - MECHANICAL1
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
CONSTRUCTION NOTES
1. PROVIDE NEW SPACE TEMPERATURE SENSOR FOR EXISTING UNIT PER CONTROL DRAWINGS ON
SHEET M6.1.
2. REBALANCE EXISTING AIR TERMINAL TO INDICATED AIR QUANTITY. SUBMIT PRE-CONSTRUCTION
AIR READINGS PRIOR TO RE-BALANCING OF EXISTING TO REMAIN SYSTEMS.
3. CONNECT NEW DUCT TO EXISTING AT APPROXIMATE LOCATION SHOWN. FIELD VERIFY FOR EXACT
LOCATION.
4. PROVIDE MOTORIZED DAMPER AND INTERLOCK WITH EF-2 PER EQUIPMENT SCHEDULE.
5. PROVIDE NEW FIRE-SMOKE DAMPER ON EXISTING DUCT WHERE IT PENETRATES NEW RATED
WALL. FIELD VERIFY FOR EXACT LOCATIONS.
6. PROVIDE CEILING TYPE FIRE-SMOKE DAMPER AT CEILING REGISTER/DIFFUSER.
#
DESCRIPTION DATE
3-20-23
284
1 2 3 4 5 6
A
B
C
D
E
COUNCIL DAIS
131
OPEN OFFICE
112
STORAGE
130C
G/N RESTROOM
130A
(E) BREAK ROOM
107
ELEC. RM
105
(E) MRR
104
(E) WRR
102
ELEV. EQUIP
110A
LOBBY
100
CORRIDOR
106
CD OFFICE
113
CONF.
111
PUBLIC COUNTER
110
CD OFFICE
114
MPOE
112A
FS RISER
112B
CD OFFICE
115
CD OFFICE
116
CD OFFICE
117
CITY ENGINEER PW
118
CD OFFICE
119CEPW OFFICE
120
CEPW OFFICE
121
JAN
103
COUNCIL LOBBY
130
AUDIO VISUAL
132
BROADCAST CONTROL
133
CONFERENCE ROOM
134
VAULT
140
STORAGE
141
COUNCIL CHAMBER PUBLIC
131
STAIR #2
108
IU-1
IU-2
FC-2
FC-1
FC-3 FC-5
FC-4
FC-7
FC-6
DX PIPE UP IN
WALL TO 2ND
FLOOR CEILING
1
DX PIPE UP IN
WALL TO 2ND
FLOOR CEILING
1
DX PIPE IN
CEILING (TYP)
2
DX PIPE UP IN
WALL TO 2ND
FLOOR CEILING
1
DX PIPE IN
CEILING (TYP)
2
DX PIPE IN
CEILING (TYP)
2
DX PIPE UP IN
WALL TO 2ND
FLOOR CEILING
1
DX PIPE UP IN
WALL TO 2ND
FLOOR CEILING
1
DX PIPE IN
CEILING (TYP)
2
DX PIPE UP IN
WALL TO 2ND
FLOOR CEILING
1
PDAD
TA
T E
I
EG
S
R
RE
S
NA
EN
G
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
M3.3
FIRST FLOOR
PLAN -
MECHANICAL
PIPING
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
N
O R HT
1/8" = 1'-0"
FIRST FLOOR PLAN - MECHANICAL PIPING1
CONSTRUCTION NOTES
1. FIELD VERIFY FOR EXACT REFRIGERANT PIPE ROUTING.
2. SIZE REFRIGERANT PIPING PER MANUFACTURERS RECOMMENDATIONS.
#
DESCRIPTION DATE
3-20-23
285
1 2 3 4 5 6
A
B
C
D
E
(E) WRR
202
(E) MRR
204
CITY MANAGER
231
ASSISTANT TO THE CITY MANAGER
232
MINI SUITE 1
244
MINI SUITE 2
245
(E) BREAK RM.
207
(E) CONF. RM
206
PARKS/REC. COMM.
222 PRC OFFICE
223
PRC OFFICE
224
CONF.
201
FINANCE OFFICE
213
FINANCE OFFICE
214
STOR.
215
FINANCE OFFICE
211
FINANCE OFFICE
212
SR. INFO. SYS. ADM.
219
PRC OFFICE
225
JAN
203
(E) STAIR
208
MAYOR'S OFFICE
241
CITY CLERK RM
234
EXEC WASHROOM
231A
STORAGE
231B
FILE RM
216
MINI SUITE OPEN OFFICE
243
CORRIDOR A
200A
COLLAB LOUNGE
220
ASSISTANT CITY MANAGER
233
CITY CLERK FILES
235
HR FILES
236
HR MGR.
237
COPY/ MAIL
238COUNCIL OFFICE
242
IT SERVER RM.
217
FINANCE
210
LACTATION
207A
CITY MANAGER SUITE
230
OPEN AREA
240
IT WORK ROOM
218
DX PIPE UP
THRU ROOF
TO CU-1
DX PIPE DN IN
WALL TO 1ST
FLOOR
CEILING
1
DX PIPE UP
THRU ROOF
TO CU-2
DX PIPE DN IN
WALL TO 1ST
FLOOR CEILING
DX PIPE IN
CEILING (TYP)
2
DX PIPE UP
THRU ROOF
TO CU-3
DX PIPE IN
CEILING (TYP)
2
DX PIPE DN IN
WALL TO 1ST
FLOOR CEILING
1
1
DX PIPE UP
THRU ROOF
TO CU-4
DX PIPE IN
CEILING (TYP)
2
DX PIPE DN IN
WALL TO 1ST
FLOOR CEILING
1
DX PIPE UP
THRU ROOF
TO CU-5
DX PIPE IN
CEILING (TYP)
2
DX PIPE UP
THRU ROOF
TO CU-6
DX PIPE UP
THRU ROOF
TO CU-7
DX PIPE DN IN
WALL TO 1ST
FLOOR CEILING
1
DX PIPE IN
CEILING (TYP)
2
IU-3
DX PIPE UP
THRU ROOF
TO OU-3
DX PIPE UP
THRU ROOF
TO OU-1
DX PIPE IN
CEILING (TYP)
2
DX PIPE UP
THRU ROOF
TO OU-2
DX PIPE IN
CEILING (TYP)
2
PDAD
TA
T E
I
EG
S
R
RE
S
NA
EN
G
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
M3.4
SECOND FLOOR
PLAN -
MECHANICAL
PIPING
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
N
O R HT
1/8" = 1'-0"
SECOND FLOOR PLAN - MECHANICAL PIPING1
CONSTRUCTION NOTES
1. FIELD VERIFY FOR EXACT REFRIGERANT PIPE ROUTING.
2. SIZE REFRIGERANT PIPING PER MANUFACTURERS RECOMMENDATIONS.
#
DESCRIPTION DATE
3-20-23
286
1 2 3 4 5 6
A
B
C
D
E
1 1 1
1 1
1 1
1
1
2 1
2
3
3 3
2
2
(E)ROOF JACK
(E)OSA HOOD
(E)OSA HOOD
(E)OSA HOOD
(E)AC-3
(E)AC-5 (E)AC-6
(E)CU-1 (E)CU-2 (E)CU-3
(E)AC-1 (E)AC-2
(E)CU-4
(E)CU-5
(E)AC-4
(E)AC-8
(E)CU-8 (E)CU-9
(E)AC-7
(E)CU-6 (E)CU-7
PDAD
TA
T E
I
EG
S
R
RE
S
NA
EN
G
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
M4.1
ROOF
DEMOLITION
PLAN -
MECHANICAL
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
N
O R HT
1/8" = 1'-0"
ROOF DEMOLITION PLAN - MECHANICAL1
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
CONSTRUCTION NOTES
1. REMOVE EXISTING CONDENSING UNIT AND ALL SYSTEM COMPONENTS INCLUDING ROOF
PLATFORM, CONTROLS, REFRIGERANT PIPING, ETC.
2. REMOVE EXISTING HEAT PUMP AND ROOF CURB. AC UNIT TO BE STORED ON SITE AND
REINSTALLED PER REMODEL PLAN. DUCT DOWN THRU ROOF TO REMAIN IN PLACE AND
RECONNECTED TO PER REMODEL FLOOR PLAN.
3. REMOVE EXISTING HEATPUMP INCLUDING ROOF CURB. DUCT DOWN THRU ROOF TO REMAIN IN
PLACE AND RECONNECTED TO PER REMODEL FLOOR PLAN.
#
1. CONTRACTOR TO CONDUCT A PRE-CONSTRUCTION AIR BALANCE ON UNITS TO PACKAGE UNITS
REMAIN AND SUBMIT TO MEOR PRIOR TO DEMOLITION.
2. EXISTING DUCTWORK SHOWN IS DIAGRAMMATIC. FIELD COORDINATE FOR EXACT DUCT
LOCATIONS PRIOR TO BID.
GENERAL NOTES
DESCRIPTION DATE
3-20-23
287
1 2 3 4 5 6
A
B
C
D
E
1
(E)ROOF JACK
(E)OSA HOOD
(E)OSA HOOD
(N)OSA
HOOD
(E)OSA HOOD
(N)OSA HOOD
24x24
24x24
OU-1
OU-2
CU-6
CU-1
CU-4
CU-2
CU-3
CU-7
PWR EXH
1
CU-5AC-5
AC-3
DUCT DN THRU
ROOF TO SHAFT
AC-6
(EF-1)
2
2
2
2
2
OU-3
EF-2
RV-2
RV-1
3
3
3 (E)AC-7
3
3
3 3
3
3
3
(E)AC-4
(E)AC-1
(E)AC-2
(E)AC-8
1
0
'-
0
"
C
L
E
A
R
T
O
O
S
A
I
N
T
A
K
E
S
AC-9
4
6
5
PDAD
TA
T E
I
EG
S
R
RE
S
NA
EN
G
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
M4.2
ROOF PLAN -
MECHANICAL
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
N
O R HT
1/8" = 1'-0"
ROOF PLAN - MECHANICAL1
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
CONSTRUCTION NOTES
1. PROVIDE NEW OUTSIDE AIR HOOD FOR EXISTING UNIT.
2. AC UNIT TO BE REINSTALLED ON NEW 14" CURB. CURB TO CONNECT TO NEW STRUCTURAL
PLATFORM. SEE STRUCTURAL DRAWINGS FOR FURTHER INFORMATION. RECONNECT EXISTING
DUCT MAINS TO REINSTALLED UNIT, PROVIDE ADDITIONAL DUCT AND/OR TRANSITIONS AS
REQUIRED. EXTEND EXISTING CONTROL WIRING AS REQUIRED.
3. REFRIGERANT PIPE DOWN THROUGH ROOF TO 2ND FLOOR CEILING SPACE. ALL EXPOSED
INSULATION TO BE COVERED WITH METAL CLADDING.
4. PROVIDE DUCT LINING ON DUCT TO POINT WHERE DUCT PENETRATES ROOF.
5. PROVIDE 24x24x48 DUCT SILENCER, MAKE/MODEL: PRICE/RM48-ZD.
#
DESCRIPTION DATE
3-20-23
288
CEILING
SECURE REAR PANEL TO STUDS
WITH (8)3/8"ø LAG SCREWS
6"
MIN.
2"
M
I
N
.
EQ EQ
TOP VIEW
SIDE VIEW REAR VIEW
FOR ADDITIONAL INFORMATION, SEE
CANT STRIP- TYP.
BUILT-UP ROOFING
PLATFORM
1" THICK PLYWOOD
EXT. GRADE
ROOFING UP ALL SIDES
6" MIN.
PROVIDE (4)
ANCHORS
(E)PLYWOOD
(E)ROOF JOIST
20 GA. G.I. SHEET METAL
COVER OVER PLATFORM
W/SIDES TURNED DN.-
WATER PROOF SEAMS
SECURE UNIT TO CURB
W/(1)1/4"ø x 4-1/2" LAG
SCREW AT EACH END
(TOTAL OF 4)
STRUCTURAL
BLOCKING
AC
-
WOOD NAILER
PERIMETER FLASHING
BULB SEAL
PERIMETER FRAME
UNIT GASKET
ROOFING UP ALL SIDES
FLASHING
CANT STRIP
ON ROOF
A/C UNIT
DUCT SUPPORT
2" STATIC DEFLECTION ISOLATOR &
EARTHQUAKE RESTRAINT-
"CALDYN" TYPE JQ (OPA #0070)
OSHPD APPROVEDISOLATOR WELD TO PERIMETER
FRAME & CURB BY CURB
MANUFACTURER
SECURE HOLDOWN TO CURB PER
CURB MANUFACTURER'S
INSTRUCTIONS
PREFAB ROOF CURB
ROOF
FOR CURB CONNECTION TO
ROOF SEE STRUCTURAL
DETAIL
SECURE HOLDOWN TO UNIT PER CURB
MANUFACTURER'S INSTRUCTIONS. FOR
NO. OF HOLDOWNS FOLLOW THE CURB
MANUFACTURER'S INSTRUCTIONS
HOLDDOWN
FLASHING
12
S-1.2
CU
-
RECOMMENDATION)
(INSTALL PER MANUFACTURER'S
FOR EXH. FAN ONLY
BACKDRAFT DAMPER
FACTORY
STRUCTURAL BLOCKING
EXHAUST DUCT.
MIN. (2)EACH SIDE
2" RIGID INSULATION
COUNTER FLASHING
CURB WITH #10 S.M.S.
CONTRACTOR
BUILT-UP ROOFING
BY ROOFING
SECURE UNIT TO
ROOFING UP ON ALL
SIDES - BY ROOFING
CONTRACTOR
CANT STRIP BY ROOFING CONTRACTOR
FLEX DUCT CONNECTION
DUCTWORK (LINED) SEE
PLANS FOR SIZES &
LOCATIONS
B-LINE PIPE CLAMP (TYP)
TYPE PP10 WITH STRUT
"PORTABLE PIPE HANGERS, INC."
SLEEPER UNDER PIPE STANCHION,
PROVIDE WALKING PAD MATERIAL
HEIGHT ADJUSTABLE
ROD
4" BEYOND BASE. INSTALL PER
ROOFING MATERIAL MFG.
RECOMMENDATIONS.
PIPING ON ROOF, SEE PLANS
(SEE PLANS FOR
SIZES & LOCATIONS)
RIGID INSULATION BY
ROOFING CONTRACTOR
MEMBER
LONG LAG SCREW
HANGER STRAP
3/8"ø x 1-1/2"
STRUCTURAL
WOOD
EQ. 2" MIN.
FROM EDGE
ROOF
MIN. 2x6 BLKG
W/ A35 EA END
3/8"ø MACHINE BOLT
OR (2) #10 S.M.S.
TYPICAL
ROUND DUCT
BOTTOM PER STRAP
SCHEDULE FOR SIZE.
#10 SELF TAPPING S.M.S.
(2) EACH SIDE AND (1) ON
GALVANIZED SHEET METAL
STRAP DUCT HANGER
8'-0" O.C.- SEE
OR RECT. DUCT
TYPICAL SQUARE
1"x 22 GA.
1"x 20 GA.P/2 < 59"
P/2 = 30"
100
RECTANGULAR DUCT
25" TO 33"
UP TO 24"100
100
1"x 22 GA.
1"x 20 GA.
ROUND DUCT
DIAMETER
100
MAX. OF
HALF OF DUCT
PERIMETER
HANGER
STRAP
MAX. LOAD
EACH
HANGER/LBS.
HANGER
STRAP
MAX. LOAD
EACH
HANGER/LBS.
1 1/2" MIN.
SCHEDULE FOR SIZE.
GALVANIZED SHEET METAL
STRAP DUCT HANGER
8'-0" O.C.- SEE
FOR CONNECTION TO
STRUCTURE SEE DETAIL
-
6
CEILING
CIRCULAR FLEX DUCT
CONNECT DUCT TO CEILING
DIFFUSER WITH SHEET METAL
SCREWS
12 GA. HANGER WIRE MIN. (4) PER
DIFFUSER/REGISTER FOR
CONNECTION TO STRUCTURE - SEE
DETAIL
BAND
DUCT COLLAR WITH DRAW
4"x20 GA. HANGER STRAP-
CONNECT TO STRUCTURE-
SEE DETAIL
SQUARE, ROUND OR
RECTANGULAR DUCT SEE
PLANS FOR SIZE.
HANGER WIRE
MIN. 4 TIGHT TURNS
AT EACH END
TYPICAL
TYPICAL
AT EACH END
MIN. 4 TIGHT TURNS
BRACING WIRE
THREAD EMBED.
EYE W/FULL
1/4"ø SCREW
EMBED
1 1/4" MIN.
WOOD
STRUCTURAL
MEMBER
ROOF ROOF
1. ALL EXHAUST OUTLETS SHALL BE 10'-0" FROM ANY EQUIPMENT FRESH AIR INTAKES OR BUILDING OPENINGS.
EXHAUST
FAN
MOUNTED
(E)CEILING
1" CLEAR MAX.
CEILING
NOTES:
ROOF VENTILATOR
EXHAUST DUCT
SEE PLAN FOR
SIZE(S) AND
LOCATION.
TRANSITION AS
REQUIRED.
PRE-FABRICATED
ROOF CURB
METAL GRILLE BY MANUFACTURER
RIPPED, LEVEL 6x
CURB
SEE
(E)CEILING FRAMING
INTEGRAL MOUNTING BRACKET
EACH SIDE OF UNIT
(2)3/8"ø x 2" LAG SCREW
1. ALL EXHAUST OUTLETS SHALL BE 10'-0" FROM ANY EQUIPMENT FRESH AIR INTAKES OR BUILDING OPENINGS.
NOTES:
5
-
LONG LAG SCREW
3/8"ø x 1 1/2"
HANGER STRAP
MEMBER
STRUCTURAL
WOOD
-
9
-
11
-
10
MEMBER
STRUCTURAL
WOOD
OR NEW BLOCKING
POWER EXHAUST
ELEVATION VIEW
UNIT SUPPORT AND BASE PLATE
BY MANUFACTURER. (2) TOTAL.
45°
6"
6"
6"
SLOPE
REFRIGERANT PIPING WITH
INSULATION & CONTINUOUS
ALUMINUM CLADDING
FILL OPEN SPACE WITH
POLYURETHANE EXPANDABLE
INSULATION. COMPLETELY
SEAL OPENINGS
26 GA. SHEET METAL
HOUSING SOLDER ALL
JOINTS WATERTIGHT
2x10 (4 SIDES)
CANT STRIP
ATTACH TO BLOCKING
W/#10 SCREWS @12"O.C. -
MIN. 2 PER SIDE
(TYP. ALL SIDES)
ROOFING UP
ALL SIDES
ROOF FRAMING
"B-LINE" CLAMP FIG. 650-
TYPICAL AT EACH PIPE
SCREW
SECURE WITH 1/4"øx2" LAG
SECTION A-ASIMPSON 55L EA CORNER
BLK BELOW (TYP)
SIMPSON A34 TYP EA SIDE
12" MAX.
12" MAX.
SIMPSON A34 (4 SIDES)
A-A
2x BLK (TYP)
STRUCTURAL MEMBER TYP.
CANT STRIP- TYP.
BUILT-UP ROOFING
1" THICK PLYWOOD
EXT. GRADE
ROOFING UP ALL SIDES
PLYWOOD
ROOF JOIST
SECURE UNIT TO CURB
W/(1)1/4"ø x 4-1/2" LAG
SCREW AT EACH END
(TOTAL OF 4)
STRUCTURAL
BLOCKING
PLATFORM, SEE STRUCTURAL
DETAIL
20 GA. G.I. SHEET METAL
COVER OVER PLATFORM
W/SIDES TURNED DN.-
WATER PROOF SEAMS
-
9
-
11
DUCTLESS FAN
COOL UNIT.
FC
-
WOOD
STUD
REAR PANEL PROVIDED BY
UNIT MANUFACTURER
PROVIDE
BLOCKING PER
STRUCTURAL
DWGS
HANGER ROD WITH
ANGLE CLIP
2 1/2"x2 1/2"x16 GA.
1" MIN.
1" MIN.3/8"∅ x 1 1/2"
LONG LAG SCREW
EXISTING WOOD
STRUCT'L MEMBER
DOUBLE NUT
SCREWS x 2" MIN.
2-8g WOOD
DIAGONAL BRACE
(E)WOOD
MEMBER
STRUCTURAL
2" MIN.
FROM EDGE
EACH END
SIMPSON A35
(E)ROOF
FOR EXACT LOCATION
VERIFY WITH MANUFACTURER
UNIT ANCHOR LOCATION.
PLENUM
SUPPLY AIR
TO CHANNEL ASSEMBLY
S.M.S. (TYP. OF 4 ANGLES)
& DRAIN PAN WITH #10
LENGTH ANGLE. CONNECTED
4"x1-1/2"x1/4" WITH 2"
PLAN VIEW
CHANNEL ASSEMBLY
UNIT & CHANNEL. (TYP. OF 6)
NEOPRENE PAD IN BETWEEN
WITH A #10 S.M.S. INCLUDE
CONNECT UNIT TO CHANNEL
2"3"
ROD (TYP.)
1/2"Ø HANGER
C4 x 54
1"
3/8" DIA. GALV.
AIRCRAFT CABLE
22 GAUGE DRAIN PAN TO BE
1" LARGER THAN CHANNEL
ASSEMBLY (FOR SPLIT HEAT
PUMP-INDOOR SPLIT UNIT ONLY)
C4 x 54 TYP.
AIRCRAFT CABLE
3/8" DIA. GALV.
(1 REQ'D EACH CORNER)
DRAIN PAN LOCATION
OF ANGLES
(TYP. OF 4)
1/4"
L TO C
TYP.
2x2x1/4
2x2x1/4
LIEBERT UNIT
SECONDARY
DRAIN PAN
(TOTAL OF 4)
FC
-
FOR CONNECTION
TO STRUCTURE
REFER TO:
DRAIN PAN
CONDENSATE DRAIN
#10 S.M.S.
2"x1/4" BENT PLATE
BOLT, NUT & WASHER TOP & BOTTOM (TYP)
ATTACH ROD TO CHANNEL WITH 1/2"Ø
MASON TYPE PC30N-X-54
SPRING HANGER (OPA-0349)
CABLE
CLAMPS
(TYP)
-
10
PLENUM
RETURN AIR
PROVIDE FILTER RACK
WITH ACCESS DOOR
AND PROVIDE CLEAR
AREA FOR FILTER
REPLACEMENT
-
10
FOR CURB CONNECTION TO
ROOF SEE STRUCTURAL
DETAIL 15
S-1.2
8
S-1.2
PLATFORM, SEE STRUCTURAL
DETAIL 8
S-1.2
2
S-1.2
NTS 12DUCTLESS FAN COIL ON WALLNTS11CEILING DIFFUSER/GRILLE MOUNTINGNTS10CONNECTION TO STRUCTURENTS9DUCTWORK SUPPORT
NTS 8REFRIGERANT PIPING THROUGH ROOFNTS7POWER EXHAUST MOUNTINGNTS6CEILING MOUNTED EXHAUST FANNTS5CURB ROOF VENTILATOR
NTS 4REFRIGERANT PIPE SUPPORT ON ROOFNTS3CONDENSING UNIT MOUNTINGNTS2FAN COIL MOUNTINGNTS1PACKAGE UNIT ON ROOF
PDAD
TA
T E
I
EG
S
R
RE
S
NA
EN
G
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
12-12-2022
M5.1
DETAILS
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
DESCRIPTION DATE
3-20-23
289
DISC
DETAIL NOTES:
DETAIL NOTES:
NOTE:
SECTION "A-A"
TYPICAL FOR:
AC-9
TYPICAL FOR:
FC-2, FC-3 & FC-4
PWR EXH. (AC-9)
SD
SD
EXISTING OR NEW
2x BLOCKING
SIMPSON A35
EACH SIDE
(2) EACH SIDE.
3/8"ø LAG SCREW
NEW 3x BLOCKING
-TIGHT
FLASHING, SEAL WATER-
22 GA. GALV. COUNTER-
FOR A/C UNITS.
ACOUSTICAL DUCT LINER
CAULK & SEAL
WATERTIGHT
MIN. 4" HEIGHT
(E) ROOF
SEE PLANS
FOR DUCT SIZE
#10 SMS AT 6"
O.C. MAX.
ALL SIDES BY
ROOFING UP
CANT STRIP BY
ROOFING
CONTRACTOR
ROOFING
CONTRACTOR
3/8"ø LAG SCREW
FOR ADDITIONAL INFORMATION, SEE
SEE STRUCTURAL
ROOF OPENINGS
FOR FRAMING OF
2 1/2" MIN.
REFRIGERANT PIPING
"CUSH-A-CLAMP"
SUCTION LINE
INSULATION ON
UNISTRUT PIPE CLAMP
P1000 UNISTRUT
SUPPORT @ 5'-0" O.C.
ANCHOR TO WALL WITH
(2) 3/8"ø LAG SCREW
(E) WALL
LOW VOLTAGE CONTROL
WIRING INSTALLATION AND
CONTINUOUS CONDUIT BY
MECHANICAL (DIVISION 23).
FUSED DISCONNECT SWITCH BY
ELECTRICAL (DIVISION 26)
PROGRAMMABLE THERMOSTAT
PROVIDED AND INSTALLED BY
MECHANICAL (DIVISION 23).
COMBINATION MAGNETIC START RELAY AND
FUSED DISCONNECT SWITCH BY ELECTRICAL
(DIVISION 26)
208V-1ø-60HZ 208V-1ø-60HZ
SINGLE PHASE EXHAUST FANS
TO LIGHT SWITCH
ALL WIRING AND EQUIPMENT SHOWN DASHED SHALL BE FURNISHED AND INSTALLED BY
DIVISION 26 ELECTRICAL. REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS
FOR COMPLETE DETAILS.
SEE CONTROL WIRING LEGEND DETAIL 9 THIS SHEET.
EF
-
TYPICAL FOR:
1.
2.
NOTES:
EF-1
CONTACT RELAY
WITH 277V COIL
MOTOR RATED
DISC. SWITCH
LIGHT
FIXTURE
OCC.
SENSOR
LIGHT
SWITCH
LINE VOLTAGE WIRING AND CONDUIT FURNISHED BY ELECTRICAL
EQUIPMENT FURNISHED AND INSTALLED BY MECHANICAL
EQUIPMENT FURNISHED AND INSTALLED BY ELECTRICAL
LOW VOLTAGE CONTROL WIRING AND CONDUIT FURNISHED AND INSTALLED
CIRCUIT BREAKER
SPACE SENSOR BY CONTROLS CONTRACTOR
DISCONNECT SWITCHDISC.
C.B.
CONTRACTOR.
UNDER DIVISION 23. SEE DIVISION 26 FOR CONDUIT & WIRING REQUIREMENTS.
CONTRACTOR (DIVISION 23).
CONTRACTOR (DIVISION 26).
(ALL LOW VOLTAGE WIRING TO BE IN CONDUIT)
S
THERMOSTAT
SD SMOKE DETECTION UNDER DIVISION 26
FC
-
CU
-
DUCT
120V-1ø-60HZ
POWER SUPPLY CBN DAMPER
DUCT SMOKE
DAMPER OPERATOR
DUCT SMOKE
AUXILIARY CONTACT
IN DETECTOR
ACCESS DOOR SEE
DETECTOR
H
TO FIRE ALARM
SYSTEM SIGNAL
LINE VOLTAGE
WIRING BY ELECT.
SAMPLE TUBES
OR EQUAL FOR RECTANGULAR DUCT
BREAK-AWAY DUCT CONNECTION "S" SLIP
ELECTRIC DAMPER MOTOR OPERATOR. VERIFY VOLTAGE
WITH ELECTRICAL CONTRACTOR BEFORE ORDERING
OPERATOR SHALL BE CONTROLLED EITHER BY DUCT
DETECTOR OR FIRE ALARM CONTROL PANEL.
SLEEVE
DISC.
"POTTORFF" SERIES FSD-142 COMBINATION
FIRE/SMOKE DAMPER CLASS II LEAKAGE, 100
CFM/SQ. FT., METAL TO METAL, NON-
DEGRADABLE SEALS. CA. STATE FIRE
MARSHAL LISTING #3225-O368:110 &
3230-O368:111
SMOKE BARRIER-WALL CONSTRUCTION
SEE ARCHITECTURAL DWGS.
DUCT SMOKE DETECTOR LOCATED
UP STREAM OF SMOKE BARRIER.
SEE NOTE #4, MOUNTING AS PER
MNF'S RECOMMENDATIONS SAMPLE
TUBES SHALL EXTEND FULL WIDTH
OF DUCT
(1) DUCT DETECTOR FOR MAX. 36"
DUCT HT. FOR EACH ADDITIONAL
36" OR FRACTION OF IT ADD
SMOKE DETECTOR
MIN. 1 1/2"x1 1/2"x16 GAUGE
ANGLE SECURE TO SLEEVE
WITH #10 S.M.S. AT 8" ON
CENTER.
1. FIRE DAMPER DETAIL IS FOR REFERENCE ONLY. FIRE DAMPERS SHALL BE STATE FIRE MARSHALL
APPROVED AND INSTALLED STRICTLY PER MANUFACTURER'S PRINTED INSTRUCTION. MANUFACTURER'S
INSTALLATION INSTRUCTION SHALL BE MADE AVAILABLE TO THE INSPECTING AUTHORITIES. (CBC 4306(K)
2. DAMPER SHALL BE NORMALLY CLOSED WITHOUT POWER
3. INTERLOCK SMOKE DAMPER TO RELATED AIR HANDLING UNIT AND SHUT DOWN UNIT UPON SMOKE
DETECTION
4. DUCT SMOKE DETECTORS SUPPLIED BY ELECT. CONTRACTOR, SEE FA DWGS. FOR ADDITIONAL
INFORMATION
5. PROVIDE SQUARE DAMPERS WITH ROUND COLLAR FOR ALL ROUND DUCTS. SIZE OF DUCT AS INDICATED
ON DRAWING.
-
5
PROVIDE ACCESS AT HARD LID
CEILINGS. ACCESS TO MAINTAIN
CEILING FIRE RATING AS
REQUIRED. COORD. W/ARCH FOR
LOCATIONS
IDENTIFY SERVICE
CONTINUOUS HINGE
OF DOOR
DUCT DAMPER
FIRE
POP RIVETS- MIN. (3)
SECURE INSULATION
TO PREVENT FRAYING
TYPICAL
EACH SIDE
A
INSULATION
SECURE TO DUCT WITH
ACCESS DOOR
GASKET AND SEAL
AROUND OPENING
A
22 GA. CHANNEL
INSULATION TRIM STOP
ALL AROUND DOOR
(NOT REQUIRED ON
DUCT WITH LINER)"POTTORFF" ACCESS DOOR
MODEL "HAD" 12x12 MIN. SIZE
20 GA. G.I. SADDLE (TYP)
3/8"ø HANGER ROD
SEE DETAIL
TO STRUCTURE
FOR CONNECTION
BOLT, NUT & WASHER
TO ANGLE WITH 1/4"ø
SECURE PIPE CLAMP
TYPICAL
PIPE CLAMP- TYPICAL
REFRIGERANT PIPING WITH
INSULATION
3/8"ø MACHINE
BOLT (TYP)
2'-0" MAX.
1 1/4" WIDEx.053" THICK
10
M5.1
1
2
3
4
ALL WIRING AND EQUIPMENT SHOWN DASHED SHALL BE
FURNISHED AND INSTALLED BY DIVISION 26 -
ELECTRICAL. REFER TO ELECTRICAL DRAWINGS AND
SPECIFICATIONS FOR COMPLETE DETAILS.
AC
-
208V-3ø-60HZ
DISC
120V
TO FIRE ALARM
CONTROL PANEL
SA
BY FIRE ALARM
CONTRACTOR
SPACE SENSOR FURNISHED AND INSTALLED BY
DIVISION 23.
SEE CONTROL WIRING LEGEND #9 THIS SHEET.
SMOKE DETECTOR FOR SHUT DOWN OF UNIT
BY DIVISION 26.
SINGLE PHASE EXHAUST FANS
TO FACP
EF
-
EF-2
TO FACP
TO RV-2
RELAY
SEE CONTROL WIRING LEGEND #9 THIS SHEET.
IU
-
OU
-
INDOOR UNIT POWERED
THUR OUTDOOR UNIT
1
2 ALL WIRING AND EQUIPMENT SHOWN DASHED SHALL BE
FURNISHED AND INSTALLED BY DIVISION 26 00 00- ELECTRICAL.
REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR
COMPLETE DETAILS.
208V-1ø-60HZ
2
2
2
2
2
2
LOW VOLTAGE CONTROL
WIRING INSTALLATION AND
CONTINUOUS CONDUIT BY
MECHANICAL (DIVISION 23).
TO FIRE ALARM
CONTROL PANEL
BY FIRE ALARM
CONTRACTOR
SMOKE DETECTOR FOR SHUT DOWN OF UNIT
BY DIVISION 26.
3
3
LOW VOLTAGE CONTROL
WIRING INSTALLATION AND
CONTINUOUS CONDUIT BY
MECHANICAL (DIVISION 23).
120V
2
208V-3ø-60HZ
DISC
PROGRAMMABLE THERMOSTAT
PROVIDED AND INSTALLED BY
MECHANICAL (DIVISION 23).
1
2
2
2
3
12
"
M
A
X
.
120V-1ø-60HZ120V-1ø-60HZ
PROVIDE SHUT-OFF RELAY TO FACP FOR UNIT4
DOWN FOR IU/OU-3.
4
4
1
S-1.2
T
C
T
T
T
NTS 12PACKAGE UNIT WIRING DIAGRAMNTS11SPLIT SYSTEM WIRING DIAGRAMNTS10EXHAUST FAN WIRING DIAGRAMNTS9WIRING DIAGRAM LEGEND
NTS 8NOT USEDNTS7NOT USEDNTS6NOT USEDNTS5DUCT ACCESS DOOR
NTS 4WALL FIRE-SMOKE DAMPERNTS3REFRIGERANT PIPE SUPPORT WALLNTS2REFRIGERANT PIPING SUPPORT DETAILNTS1DUCT THROUGH ROOF
PDAD
TA
T E
I
EG
S
R
RE
S
NA
EN
G
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
12-12-2022
M5.2
DETAILS &
WIRING
DIAGRAMS
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
DESCRIPTION DATE
3-20-23
290
PLUMBING SYMBOL LIST
SYMBOL:DESCRIPTION:
PIPE SERVING FIXTURE ON FLOOR ABOVE
(EXAMPLE: FD = FLOOR DRAIN)FD
PITCH PIPE IN DIRECTION
RD-1
6"(1000)ROOF DRAIN PROPERTIES SYMBOL
SIZE (ROOF SQ. FT.)
DIELECTRIC CONNECTION
UNION/FLANGE
BALANCING VALVE (NUMBER INDICATES GPM)GPM
CHECK VALVE
REDUCER -REFERENCE SPECIFICATION
FOR CONCENTRIC/ECCENTRIC AND FOT/FOB
ALIGNMENT GUIDE
PIPE ANCHOR
PIPE CAP
PIPE DOWN
PIPE UP OR UP/DOWN
DIRECTION OF FLOW IN PIPE
SHUTOFF VALVE NORMALLY
COLD WATER -POTABLECW
HOT WATER -POTABLEHW
HOT WATER CIRCULATING -POTABLEHWC
SANITARY DRAINAGESAN
VENTV
DRAIND
G NATURAL GAS
NOT ALL SYMBOLS MAY APPLY.
PIPE CONTINUATION
ROUTE TO DRAIN
PLUMBING ABBREVIATION KEY
CO CLEANOUT
FLOOR CLEANOUTFCO
FLOOR DRAINFD
FLOOR SINKFS
GARBAGE DISPOSERGD
HOSE BIBBHB
I.E.INVERT ELEVATION (FOR REFERENCE ONLY)
LAVATORYLAV
MOP BASINMB
MIXING VALVEMV
ROOF DRAINRD
SINKSK
TRAP PRIMERTP
URINALUR
WATER CLOSETWC
WALL CLEANOUTWCO
WATER HEATERWH
ELECTRIC WATER COOLEREWC
VENT THROUGH ROOFVTR
AP ACCESS PANEL
ABOVE FINISHED FLOORAFF
ABBR:DESCRIPTION:
TYPICALTYP
EXISTINGE
UTILITY BOXUB
PLAN OR DETAIL NUMBER
PLAN OR DETAIL NAME
PLAN OR DETAIL SCALE
DETAIL REFERRED TO BY SECTION CUT
SHEET DETAIL IS LOCATED ON
NAME
1 VIEW NAME
1/8" = 1'-0"
1
M101
1
4
3
2
SIMSIM
INDICATES SIMILAR DETAIL REFERENCED
IN MULTIPLE LOCATIONS
LEVEL NAME
10'-0"HEIGHT ABOVE
PROJECT 0'-0"
1 INDICATES NOTE USED TO DESCRIBE
ADDITIONAL INFORMATION ABOUT
WORK REQUIRED, SPECIFIC TO THE
SHEET AND/OR DETAIL
N
O R HT
INDICATES DIRECTION OF TRUE NORTH
VIEW KEY
T101
•2019 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE CALIFORNIA CODE OF
REGULATIONS (CCR) TITLE 24, PART 1
•2019 CALIFORNIA BUILDING CODE (CBC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24,
PART 2 (2018 INTERNATIONAL BUILDING CODE (IBC) W/CALIFORNIA AMENDMENTS)
•2019 CALIFORNIA ELECTRICAL CODE (CEC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE
24, PART 3 (2017 NATIONAL ELECTRICAL CODE (NEC) W/CALIFORNIA AMENDMENTS)
•2019 CALIFORNIA MECHANICAL CODE (CMC) CALIFORNIA CODE OF REGULATIONS (CCR)TITLE 24,
PART 4 (2018 UNIFORM MECHANICAL CODE (UMC) W/CALIFORNIA AMENDMENTS)
•2019 CALIFORNIA PLUMBING CODE (CPC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24,
PART 5 (2018 UNIFORM PLUMBING CODE (UPC) W/CALIFORNIA AMENDMENTS)
•2019 CALIFORNIA ENERGY EFFICIENCY STANDARDS CODE CALIFORNIA CODE OF
REGULATIONS (CCR) TITLE 24, PART 6
•2019 CALIFORNIA FIRE CODE (CFC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART
9 (2018 INTERNATIONAL FIRE CODE (IFC) W/CALIFORNIA AMENDMENTS)
•2019 CALIFORNIA REFERENCED STANDARDS CODE CALIFORNIA CODE OF REGULATIONS
(CCR) TITLE 24, PART 12
•AMERICANS WITH DISABILITIES ACT (ADA) TITLE II -ACCESSIBILITY GUIDELINES FOR
BUILDINGS AND FACILITIES (ADAAG) 1990 STATE FIRE MARSHAL REGULATIONS AND
AMENDMENTS TO-DATE
•CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, CALIFORNIA STATE ACCESSIBILITY
STANDARDS CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 19
APPLICABLE CODES
CONTRACTOR SHALL COMPLY WITH APPLICABLE CODES AND LOCAL AMENDMENTS.
CIVIL CONTRACTORC.C.
PLUMBING CONTRACTORP.C.
GENERAL CONTRACTORG.C.
MECHANICAL CONTRACTORM.C.
ELECTRICAL CONTRACTORE.C.
CONTRACTOR ABBREVIATION KEY
ABBR:DESCRIPTION:
TECHNOLOGY CONTRACTORT.C.
48
"
M
A
X
.
20" MAX.
44
"
M
A
X
.
20"-25" MAX.
48
"
M
A
X
.
15
"
M
I
N
.
48
"
M
A
X
.
46
"
M
A
X
.
10" MAX.10"-24" MAX.
ADA GUIDELINES -FRONT ACCESS
ADA STANDARDS FOR ACCESSIBLE DESIGN
INSTALL ABOVE COUNTER
DEVICE AT 44" ABOVE
FINISHED FLOOR.
INSTALL ABOVE COUNTER
DEVICE AT 40" ABOVE
FINISHED FLOOR.
INSTALL DEVICE AT 18"
ABOVE FINISHED FLOOR.
ADA GUIDELINES -SIDE ACCESS
INSTALL DEVICE AT 44"
ABOVE FINISHED FLOOR.
INSTALL DEVICE AT 42"
ABOVE FINISHED FLOOR.
MECHANICAL GENERAL NOTES:
1. DRAWINGS SHOWING LOCATIONS OF EQUIPMENT, PIPING, ETC. ARE DIAGRAMMATIC AND
MAY NOT ALWAYS REFLECT EXACT INSTALLATION CONDITIONS. DRAWINGS SHOW THE
GENERAL ARRANGEMENT OF PIPING, EQUIPMENT, ETC., AND MAY NOT INCLUDE ALL
OFFSETS AND FITTINGS REQUIRED FOR COMPLETE INSTALLATION. THE DRAWINGS SHALL
BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING CONSTRUCTION AND THE WORK OF
OTHERS WILL PERMIT.
2. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS AND CLEARANCES FROM
ARCHITECTURAL, STRUCTURAL, SUBMITTALS, AND OTHER APPROPRIATE DRAWINGS OR
PHYSICALLY AT SITE. REVIEW ALL DRAWINGS, INCLUDING THOSE OF OTHER TRADES.
3. COORDINATE ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO PROVIDE
CLEARANCES REQUIRED FOR OPERATION, MAINTENANCE, CODE COMPLIANCE, AND TO
VERIFY NON-INTERFERENCE WITH OTHER WORK. DO NOT FABRICATE PRIOR TO
VERIFICATION OF NECESSARY CLEARANCES FOR ALL TRADES. BRING ANY INTERFERENCES
OR CONFLICTS TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING
WITH FABRICATION OR EQUIPMENT ORDERS.
4. REVIEW SPACE REQUIREMENTS OF EQUIPMENT SPECIFIED OR SUBSTITUTED AND MAKE
REASONABLE ACCOMMODATIONS IN LAYOUT AND POSITIONING TO PROVIDE PROPER
ACCESS.
5. ANY CHANGES REQUIRED TO ELIMINATE CONFLICTS OR THAT RESULT FROM A FAILURE TO
COORDINATE SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COST OR
EXPENSE TO OTHERS.
6. EACH CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ELECTRICAL
CHANGES REQUIRED FOR EQUIPMENT PROPOSED THAT DIFFERS FROM THE BASIS OF
DESIGN.
7. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL, TECHNOLOGY
AUDIO/VISUAL, AND OTHER MECHANICAL PLANS FOR EXACT LOCATIONS OF ALL CEILING
MOUNTED DEVICES, OTHER THAN SPRINKLERS.
8. EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO WALLS,
FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES DAMAGE IS
RESPONSIBLE FOR PATCHING TO MATCH ORIGINAL CONSTRUCTION, FIRE RATING, AND
FINISH.
9. IN AREAS WITH DRYWALL CEILINGS COORDINATE LOCATIONS OF ACCESS PANELS WITH THE
GC FOR ACCESS TO VALVES, ETC. COORDINATE PANEL TYPE AND COLOR WITH ARCHITECT
NOTIFY THE GC OF THE REQUIRED ACCESS PANELS PRIOR TO BIDDING.
10. SEAL ALL FLOOR, WALL, AND ROOF PENETRATIONS AIRTIGHT WHERE CONDUITS, DUCT OR
PIPING PENETRATE. PENETRATIONS THROUGH EXTERIOR WALLS AND ROOF SHALL BE
SEALED AIRTIGHT WITH WATERPROOFING MATERIALS RECOMMENDED BY MANUFACTURER
FOR OUTDOOR USE.
11. CAULK ALL PIPE AND DUCT PENETRATIONS OF FULL HEIGHT NON-FIRE RATED WALL,
PARTITION, FLOOR, AND ROOF ASSEMBLIES. THIS IS ESSENTIAL TO PREVENT NOISE
TRANSMISSION FROM ONE ROOM TO ANOTHER AND TO PROVIDE THE DESIRED NC LEVELS
WITHIN ROOMS.
12. EQUIPMENT SIZES AND SERVICE CLEARANCE REQUIREMENTS VARY AMONG DIFFERENT
MANUFACTURERS. CONSULT APPROVED SHOP DRAWINGS FOR EQUIPMENT SIZES AND
REQUIRED SERVICE CLEARANCES. COORDINATE WITH LAYOUT OF MECHANICAL SYSTEMS.
13. MAINTAIN A MINIMUM WORKING CLEARANCE OF 3’-6”IN FRONT OF ALL ELECTRICAL
EQUIPMENT REQUIRING MAINTENANCE, INSPECTION, AND TESTING INCLUDING BUT NOT
LIMITED TO PANELS, DISTRIBUTION PANELS, SWITCHBOARDS, MOTOR CONTROL CENTERS,
TRANSFORMERS, EQUIPMENT DISCONNECTS AND STARTERS.
14. DO NOT SUPPORT EQUIPMENT, PIPING, OR DUCTWORK FROM NON-STRUCTURAL BUILDING
ELEMENTS.
15.CONTRACTOR IS REQUIRED TO PROCURE A CALIFORNIA CERTIFIED ACCEPTANCE TESTING
TECHNICIAN, TO PERFORM TESTING AND SUBMIT COMPLETED FORMS PRIOR TO PROJECT
CERTIFICATION PER PAGE 12 AND 13 ON SHEET M0.3
MECHANICAL RENOVATION NOTES:
1. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD
SURVEYS, EXISTING BUILDING DOCUMENTS, AND STAFF. VERIFY EXISTING CONDITIONS AND
REPORT ANY CONFLICTS BEFORE PROCEEDING.
2. EACH CONTRACTOR SHALL FIELD VERIFY ACCESSIBILITY TO THE AREA OF THEIR WORK AND
SHALL NOTIFY THE GENERAL CONTRACTOR PRIOR TO BIDDING IF OTHER UTILITIES ARE
REQUIRED TO BE REMOVED OR RELOCATED TO ALLOW ACCESS TO THEIR AREA OF WORK.
3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CUTTING, REMOVAL AND PATCHING OF
ROOFS, WALLS, AND FLOORS ASSOCIATED WITH WORK BY ALL CONTRACTORS.
CONTRACTORS SHALL NOTIFY THE GC OF AFFECTED AREAS PRIOR TO BIDDING.
4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF
CEILINGS, CEILING TILES, AND CEILING GRIDS ASSOCIATED WITH AREAS OF WORK BY ALL
CONTRACTORS. NOTIFY THE GENERAL CONTRACTOR OF AFFECTED AREAS PRIOR TO
BIDDING.
1. THE SYMBOLS AND THE MATERIAL LIST ARE FOR THE CONVENIENCE OF THE CONTRACTOR.
CONTRACTOR SHALL VERIFY QUANTITIES AND FURNISH ALL MATERIALS REQUIRED FOR
FULLY OPERATIONAL SYSTEMS, WHETHER SPECIFIED OR NOT.
2. CATALOG NUMBERS SHALL NOT BE CONSIDERED COMPLETE, BUT ARE GIVEN AS AN AID TO
THE CONTRACTOR AND TO INDICATE THE QUALITY REQUIRED. CONTRACTOR IS
RESPONSIBLE FOR A COMPLETE DESCRIPTION OF MATERIAL ON THESE DRAWINGS AND IN
THE SPECIFICATIONS BEFORE ORDERING. THE DESCRIPTION OF THE MATERIAL TAKES
PRECEDENCE OVER THE CATALOG NUMBER. THE FIRST MANUFACTURER LISTED IS THE
BASIS OF DESIGN.
3. CONTRACTOR SHALL VERIFY THAT FIXTURES SUPPLIED ARE APPROVED PER ALL
APPLICABLE STATE, LOCAL AND GOVERNING AUTHORITIES.
4. ALL FIXTURES SHALL CONFORM TO FEDERAL ACT S.3874
5. INVERT ELEVATIONS ARE FROM EXISTING DRAWINGS AND MAY NOT BE ACCURATE. VERIFY
ALL ELEVATIONS BEFORE BEGINNING WORK.
6. VERIFY UNDERGROUND PIPE SIZES, INVERT ELEVATIONS, AND LOCATIONS PRIOR TO
BEGINNING ANY WORK.
7. FOR CLARITY, NOT ALL VALVES HAVE BEEN SHOWN. PROVIDE SHUTOFF VALVES IN
DOMESTIC WATER PIPING SERVING EACH ROOM WITH FIXTURES. ANGLE STOPS SHALL NOT
BE CONSIDERED SHUTOFF VALVES.
8. EXISTING CONDITIONS ON DEMOLITION PLANS ARE PROVIDED TO INDICATE THE GENERAL
SCOPE OF ITEMS TO BE REMOVED. REFER TO SPECIFICATION SECTION 22 05 05 FOR
ADDITIONAL DEMOLITION INFORMATION.
PLUMBING GENERAL NOTES:
PLUMBING SHEET INDEX
P0.1 PLUMBING COVERSHEET
P0.2 SCHEDULES
P2.1 FIRST FLOOR DEMOLITION PLAN - PLUMBING
P2.2 SECOND FLOOR DEMOLITION PLAN - PLUMBING
P3.1 FIRST FLOOR PLAN - PLUMBING
P3.2 SECOND FLOOR PLAN - PLUMBING
P3.3 ENLARGED PLANS - PLUMBING
P4.1 ROOF DEMOLITION PLAN - PLUMBING
P4.2 ROOF PLAN - PLUMBING
P5.1 DETAILS
GRAND TOTAL: 10
PDAD
TA
T E
I
EG
S
R
RE
S
NA
ENG
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
P0.1
PLUMBING
COVERSHEET
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
DESCRIPTION DATE
3-20-23
291
PIPE MATERIAL: TYPE L COPPER
MAXIMUM ACCEPTABLE PRESSURE LOSS: 3.0 PSI/100 FT.
MAXIMUM ACCEPTABLE VELOCITY: 4 FT./SEC.
PIPE MATERIAL: TYPE L COPPER
MAXIMUM ACCEPTABLE PRESSURE LOSS: 4.6 PSI/100 FT.
MAXIMUM ACCEPTABLE VELOCITY: 6 FT./SEC.
(FLUSH VALVE FIXTURE UNITS)
1/2"
3/4"
1"
1 1/4"
1 1/2"
2"
2.02
5.28
10.29
15.67
22.18
38.59
1
4
12
24
46
119
2.78
3.50
4.0
4.0
4.0
4.0
3"84.93 4064.0
1/2"
3/4"
1"
1 1/4"
1 1/2"
2"
2.02
5.28
10.64
18.51
29.23
57.88
0
4
12
24
46
155
-
-
-
-
12
66
2.78
3.50
4.14
4.73
5.27
6.0
3" 127.40 665 4096.0
4" 223.99 1668 10096.0
6" 501.83 5065 10096.0
4" 149.33 8404.0
FIXTURE UNIT TOTAL
FIXTURE QTY.
WATER CLOSET
LAVATORY
10
10
2.5
1
25
10
SINK 2 1.5 3
MOP SINK 2 3 6
TOTAL 53
FIXTURE UNITS REQUIRED EA.
CW HW CW HW
-
1
1.5
3
-
10
3
6
DOMESTIC WATER FIXTURE UNIT LOADS
19
TOTAL DEMAND 53 FIXTURE UNIT (FU)30=GPM
BUILDING DEMAND:
PRESSURE LOSSES:
BACKFLOW DEVICE PRESSURE DROP 13 PSI
PRESSURE REDUCING VALVE SET @ NA PSI
FALL-OFF PRESSURE FOR PRV NA PSI
OTHER PRESSURE DROP NA PSI
BUILDING STATIC 1.3 PSI23x0.433
RESIDUAL REQUIRED (FV)30 PSI
SITE METER 5 PSI=
=
=
=
=
SITE STATIC NA PSINAx0.433 =
TOTAL LOSSES 49.3 PSI=
PRESSURE AVAILABLE FOR FRICTION LOSS:
PRESSURE AVAILABLE FOR LOSSES 20.7 PSI
PSI LOSSES PER 100 FT.
5.8 PSI/100'20.7 PSIx100'/ FT.185
PIPING SIZED ON PSI/100' PIPE FRICTION LOSS &3
MAX. FT./SEC. VELOCITY6
=
=
70 - 49.3
WATER PRESSURE:
STREET PRESSURE READING
(MSP) MINIMUM STREET PRESSURE (10% SAFETY)
75=
70=PSI
PSI
TOTAL SYSTEM LENGTH:
TML 232 FEET185x1.25 (FITTINGS) =
-
DRINKING FOUNTAIN 1 1 1
-
-
URINAL 4 2 8
-
------
FIXTURE UNITS
PIPE SIZE
DOMESTIC HOT WATER SIZING
(GPM)FLUSH TANK
FLOW
RATE VELOCITY
(FT/SEC.)
FIXTURE UNITS
PIPE SIZE
DOMESTIC COLD WATER SIZING
(GPM)FLUSH TANK FLUSH VALVE
FLOW
RATE VELOCITY
(FT/SEC.)
HYDRAULIC WATER CALCULATION
PDAD
TA
T E
I
EG
S
R
RE
S
NA
ENG
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
12-12-2022
P0.2
SCHEDULES
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
PLUMBING MATERIAL LIST
TAG NAME DESCRIPTION MANUFACTURER AND MODEL
EWC-1 ELECTRIC WATER COOLER - WALL HUNG, BI-LEVEL UNITS, [ADA COMPLIANT
WITH MATCHING STAINLESS STEEL APRON INSTALLED UNDER UPPER UNIT] 18
GAUGE STAINLESS STEEL CABINETS AND NON-SPLASH BASINS WITH STAINLESS
STEEL FINISH, STREAM PROJECTORS WITH PROTECTIVE HOODS, PUSH BAR OR
LEVER OPERATING CONTROLS ON FRONT AND BOTH SIDES, BUILT-IN FLOW
REGULATOR, PLASTIC P-TRAP ASSEMBLY, ADJUSTABLE THERMOSTAT,
MOUNTING ACCESSORIES, TANK DRAIN AND ANGLE STOPS, HERMETIC
COMPRESSOR TO OPERATE ON HFC-134a REFRIGERANT. COMPLIANT TO
LATEST ANSI A117.1 AND ADA STANDARDS. UNIT SHALL COMPLY WITH FEDERAL
ACT S.3874.
BOTTLE FILLING STATION - UNIT MOUNTED, STAINLESS STEEL CONSTRUCTION
AND FINISH, INTEGRAL DRAIN, SENSOR OPERATED WITH AUTOMATIC SHUTOFF,
REPLACEABLE LEAD-CHLORINE-TASTE-ODOR WATER FILTER, BOTTLE COUNTER,
FILTER REPLACEMENT INDICATOR.
UNIT SHALL PROVIDE 8.0 GPH OF WATER FROM 80°F TO 50°F AT 90°F AMBIENT.
WATER SYSTEM SHALL BE OF LEAD FREE CONSTRUCTION. TANK SHALL BE
TESTED TO 125 PSIG.
ORIFICE SHALL BE AT 36" (MAXIMUM) ABOVE FINISHED FLOOR ON LOWER UNIT
AND 40" ABOVE FINISHED FLOOR ON UPPER UNIT. BOTTOM OF APRON SHALL BE
27" ABOVE FLOOR ON LOWER UNIT IN COMPLIANCE WITH LATEST ADA
STANDARDS.
ELECTRICAL REQUIREMENTS - 1/5 HP MOTOR, 120V-1 PHASE, CORD AND PLUG,
PLAIN RECEPTACLE MOUNTED WITHIN EWC LOWER ENCLOSURE, GFCI
BREAKER.
L-1 LAVATORY - ACCESSIBLE, WALL MOUNTED, WHITE VITREOUS CHINA, 20"x18", 4"
HIGH CONTOURED BACKSPLASH, SINGLE FAUCET HOLE, DRILLED FOR
CONCEALED ARM CARRIER.
LAVATORY TRIM - LAVATORY TRIM - SINGLE SUPPLY METERING FAUCET, BRASS
CONSTRUCTION, CHROME-PLATED FINISH, CONVENTIONAL SPOUT WITH
AERATOR, METERING PUSH HANDLE WITH SUPPLIES AT SINGLE HOLE, CERAMIC
DISC CARTRIDGE, PERFORATED GRID STRAINER WITH 1-1/4" 17 GAUGE
TAILPIECE.
MAXIMUM FLOW TO BE 0.25 GPM PER CYCLE IN COMPLIANCE WITH ENERGY
POLICY ACT OF 2005 AND ASME/ANSI STANDARD A112.18.1M. FAUCET SHALL
COMPLY WITH FEDERAL ACT S.3874. PROVIDE RESTRICTIVE DEVICE AS
REQUIRED.
INSULATION KIT - PRE-MANUFACTURED FOR P-TRAP, STOP VALVES AND SUPPLY
LINES.
ASTM E84-07 LISTED MATERIAL.
ACCESSORIES - QUARTER-TURN 3/8" LEAD FREE CHROME PLATED HEAVY
BRASS ANGLE SUPPLY LOOSE KEY STOPS, CHROME PLATED SOFT COPPER
SUPPLY LINES, DRAIN AND TAILPIECE, 1-1/4" 17 GAUGE CAST BRASS P-TRAP,
SUPPORT CARRIER.
LAVATORY -
AMERICANSTANDARD
(0356.421)
LAVATORY TRIM - CHICAGO
FAUCET (333-E2805-665PSH
INSULATION KIT: PLUMBEREX
(PRO-EXTREME)
MV-1 MIXING VALVE - POINT-OF-USE ANTI-SCALD THERMOSTATIC MIXING VALVE
ARRANGEMENT FOR TEMPERED WATER CONTROL, ALL BRONZE/BRASS
CONSTRUCTION, ROUGH FINISH, UNION/THREADED INLETS WITH STRAINERS,
COMBINATION CHECK STOPS OR SEPARATE SUPPLY CHECK VALVES AND SHUT
OFF VALVES.
SURFACE MOUNTED INLET STOPS, OUTLET THERMOMETER, AND OUTLET
VALVES.
RATED FOR 1 GPM OUTPUT MAXIMUM AT 25 PSI DIFFERENTIAL AND 0.35 GPM
OUTPUT MINIMUM. UNIT TO MIX 120 DEGREE F HOT WATER SUPPLY AND 40
DEGREE F COLD WATER SUPPLY FOR 110 DEGREE F OUTLET.
UNIT SHALL BE ASSE 1070 LISTED AND APPROVED. VALVE SHALL COMPLY WITH
FEDERAL ACT S.3874.
LEONARD POWERS (SERIES
LFG480
TP-1 TRAP PRIMER - PRESSURE DROP ACTIVATED, 1/2" MALE NPT INLET AND 1/2"
FEMALE NPT OUTLET, BUILT-IN AIRGAP, REMOVABLE FILTER SCREEN, ASSE 1018
LISTED.
REQUIRES NO ADJUSTMENTS OR PRE-CHARGE.
DISTRIBUTION SYSTEM - TRAP PRIMER DISTRIBUTION UNIT TO SERVE
TRAPS.
TRAP PRIMER - PPP (PR-500)
DISTRIBUTION SYSTEM-MIFAB
(MI-DU), PPP (DU)
UR-1 URINAL - WALL MOUNTED, WHITE VITREOUS CHINA,
WATERFREE TYPE, VANDAL RESISTANT, BIODEGRADABLE SEALANT,
REPLACABLE CARTRIDGE.
URINAL - SLOAN (WES-1000)
WC-1 WATER CLOSET - (ACCESSIBLE) FLOOR MOUNTED, WHITE VITREOUS CHINA,
ELONGATE BOWL, TANK TYPE PRESSURE ASSISTED FLUSHING SYSTEM, 1.28
GPF.
FLUSH TANK SYSTEM – HANDS-FREE, SENSOR ACTIVATED, PUSH BUTTON
OVERRIDE, BATTERY POWERED, 1.28 GALLONS PER FLUSH, CHROME PLATED,
ADA COMPLIANT.
SEAT - WHITE, EXTRA HEAVY, OPEN FRONT, INJECTION MOLDED SOLID PLASTIC,
SELF-SUSTAINING HINGE, STAINLESS STEEL OR PLATED STEEL POSTS AND
NUTS.
INSTALL WITH ACCESSIBILITY REQUIREMENTS.
WATER CLOSET - SLOAN
(WETS-8029.8010)
FLUSH SYSTEM –
INTELLI-FLUSH (503H SERIES)
SEAT - OLSONITE (SSCT)
WCO-1 WALL CLEANOUT - TEE, CAST IRON ACCESS BODY, GAS AND WATERTIGHT
THREADED PLUG, ROUND STAINLESS STEEL ACCESS COVER, EXTENDED
MACHINE SCREW.
ZURN (Z-1446), SMITH (4530)
WHA-1 WATER HAMMER ARRESTER – PISTON TYPE, PRE-CHARGED WITH 60 PSIG AIR,
LEAD FREE, COPPER BODY, BRASS OR HIGH HEAT POLY-PROPYLENE PISTON
WITH DUAL EPDM O-RING SEALS LUBRICATED WITH FDA APPROVED SILICONE
LUBRICANT. PDI CERTIFIED, A.S.S.E. 1010 APPROVED FOR SEALED WALL
INSTALLATION, RATED FOR 1-11 FIXTURE UNITS.
INSTALL PER MANUFACTURER'S RECOMMENDATIONS
PPP SC SERIES
DESCRIPTION DATE
OD-1 ROOF DRAIN -CAST IRON BODY, SECURED CAST IRON DOME, 15" ROUND,
BOTTOM OUTLET, FLASHING CLAMP, GRAVEL STOP, UNDERDECK CLAMP,
BEARING PAN, EXTENSION TO MATCH INSULATION THICKNESS, OUTLET SIZE
AS LISTED ON DRAWINGS, CONTROL FLOW TYPE WITH INTEGRAL
PARABOLIC WEIR, 2 WEIRS PER DRAIN
SMITH (1085)
RD-1 ROOF DRAIN -CAST IRON BODY, SECURED CAST IRON DOME, 15" ROUND,
BOTTOM OUTLET, FLASHING CLAMP, GRAVEL STOP, UNDERDECK CLAMP,
BEARING PAN, ADJUSTABLE EXTENSION TO MATCH INSULATION THICKNESS,
OUTLET SIZE AS LISTED ON DRAWINGS.
SMITH (1085)
NOTE: CONTRACTOR MAY SUBMIT ALTERNATES FOR APPROVED EQUAL.
3-20-23
292
1 2 3 4 5 6
A
B
C
D
E
SK-E
WC
L(E)2"SAN(E
)
2
"
S
A
N
(E
)
4
"
S
A
N(E)2"SANCO
(E)2"SAN FR. BEL.,
(E)1/2"CW UP,
CO
(E
)
1
-1/
2
"
C
W
(E
)
2
"
C
W
(E)4"SAN,
(E)3/4"CW UP,
1
(E)2"SAN,
(E)3/4"CW UP,
P3.3
1
(E)4"SAN DN.
BEL. SLAB
(E)3/4"CW
2
(E)2"SAN UP ABV.,
(E)1/2"CW/HW UP ABV.
(E)2"SAN,
(E)1/2"CW/HW DN.
PDAD
TA
T E
I
EG
S
R
RE
S
NA
ENG
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
P2.1
FIRST FLOOR
DEMOLITION
PLAN -
PLUMBING
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
N
O R HT
1/8" = 1'-0"
FIRST FLOOR DEMOLITION PLAN - PLUMBING1
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
DEMOLITION KEY NOTES
1. EXISTING PLUMBING FIXTURE TO REMAIN, PROTECT IN PLACE.
2.EXISTING WALL TO BE DEMOLISHED PER ARCH., EXISTING 4"SAN IN WALL TO BE DEMOLISHED
BELOW GRADE AND CAPPED. PREPARE TO RELOCATED EXISTING 4"SAN TO NEW WALL IN
REMODEL PHASE.
DESCRIPTION DATE
3-20-23
293
1 2 3 4 5 6
A
B
C
D
E
SK-E
(E)2"SAN FR. BEL.,
(E)1/2"CW UP,
(E)4"SAN FR. BEL.,
(E)3/4"CW FR. BEL.,
(E)2"SAN FR. BEL.,
(E)3/4"CW FR. BEL.,
WC-E
L-E
SK-E
P3.3
2
(E)2"SAN FR. BEL.,
(E)1/2"CW/HW FR. BEL.
1
3
1
PDAD
TA
T E
I
EG
S
R
RE
S
NA
ENG
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
P2.2
SECOND FLOOR
DEMOLITION
PLAN -
PLUMBING
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
N
O R HT
1/8" = 1'-0"
SECOND FLOOR DEMOLITION PLAN - PLUMBING1
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
1.REMOVE EXISTING WATER CLOSET, DEMOLISH EXISTING WASTE, VENT AND COLD WATER
SUPPLY BACK TO EXISTING MAIN AND CAP.
2.REMOVE EXISTING LAV, DEMOLISH EXISTING WASTE, VENT, COLD AND HOT WATER
SUPPLY BACK TO EXISTING MAIN AND CAP.
3.REMOVE EXISTING SINK, DISCONNECT EXISTING WASTE, VENT, COLD AND HOT WATER
SUPPLY AND CAP IN WALL.
DEMOLITION KEY NOTES
DESCRIPTION DATE
3-20-23
294
1 2 3 4 5 6
A
B
C
D
E
COUNCIL DAIS
131
OPEN OFFICE
112
STORAGE
130C
G/N RESTROOM
130A
(E) BREAK ROOM
107
ELEC. RM
105
(E) MRR
104
(E) WRR
102
ELEV. EQUIP
110A
LOBBY
100
CORRIDOR
106
CD OFFICE
113
CONF.
111
PUBLIC COUNTER
110
CD OFFICE
114
MPOE
112A
FS RISER
112B
CD OFFICE
115
CD OFFICE
116
CD OFFICE
117
CITY ENGINEER PW
118
CD OFFICE
119CEPW OFFICE
120
CEPW OFFICE
121
JAN
103
COUNCIL LOBBY
130
AUDIO VISUAL
132
BROADCAST CONTROL
133
CONFERENCE ROOM
134
VAULT
140
STORAGE
141
COUNCIL CHAMBER PUBLIC
131
STAIR #2
108
EWC-1
WCO-1
L-1
MV-1
WCO-1
WC-1
P3.3
3
SK-E
(E
)
4
"
S
A
N(E)2"SAN1(E)2"SAN BEL.(E
)
2
"
S
A
N
(E)2"SAN FR. BEL.,
(E)1/2"CW UP,
CO
(E
)
1
-1/
2
"
C
W
(E
)
2
"
C
W
(E)4"SAN
BEL. SLAB
1"CW
(E)2"SAN FR. BEL.,
(E)1/2"CW/HW FR. BEL.
1
2
1" CW DN IN WALL
WITH SOV AND
ACCESS PANEL
CW IN WALL TO NEW
FIXTURES (TYP)
WASTE DN BELOW
GRADE & VENT UP
WALL TO 2ND
FLOOR (TYP)
FC-1
FC-2
FC-3
FC-4
FC-5
FC-6
FC-7
3/4" CD
3/4" CD
3/4" CD
3/4" CD
3/4" CD
3/4" CD
3/4" CD
CLEANOUT (TYP)
CLEANOUT (TYP)
3/4" CD DN
IN WALL 3
IU-1 IU-2
3/4" CD DN
IN WALL 3
CLEANOUT (TYP)
3/4" CD
3/4" CD3/4" CD
3/4" CD
4
PDAD
TA
T E
I
EG
S
R
RE
S
NA
ENG
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
P3.1
FIRST FLOOR
PLAN -
PLUMBING
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
N
O R HT
1/8" = 1'-0"
FIRST FLOOR PLAN - PLUMBING1
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
REMODEL KEY NTOES
1. EXISTING PLUMBING FIXTURE TO REMAIN, PROTECT IN PLACE.
2. CONNECT NEW WASTE LINE TO EXISTING BELOW GRADE. FIELD VERIFY FOR EXACT LOCATION
OF EXISTING PIPE.
3. 3/4" CONDENSATE DOWN IN WALL TO LAVATORY TAIL PIECE.
4. PROVIDE NEW 3/4" HOT WATER PIPING, CONNECT TO NEAREST HOT WATER LINE IN EXEC
WASHROOM 231A. FEILD VERIFY FOR EXACT LOCATION.
DESCRIPTION DATE
3-20-23
295
1 2 3 4 5 6
A
B
C
D
E
(E) WRR
202
(E) MRR
204
CITY MANAGER
231
ASSISTANT TO THE CITY MANAGER
232
MINI SUITE 1
244
MINI SUITE 2
245
(E) BREAK RM.
207
(E) CONF. RM
206
PARKS/REC. COMM.
222 PRC OFFICE
223
PRC OFFICE
224
CONF.
201
FINANCE OFFICE
213
FINANCE OFFICE
214
STOR.
215
FINANCE OFFICE
211
FINANCE OFFICE
212
SR. INFO. SYS. ADM.
219
PRC OFFICE
225
JAN
203
(E) STAIR
208
MAYOR'S OFFICE
241
CITY CLERK RM
234
EXEC WASHROOM
231A
STORAGE
231B
FILE RM
216
MINI SUITE OPEN OFFICE
243
CORRIDOR A
200A
COLLAB LOUNGE
220
ASSISTANT CITY MANAGER
233
CITY CLERK FILES
235
HR FILES
236
HR MGR.
237
COPY/ MAIL
238COUNCIL OFFICE
242
IT SERVER RM.
217
FINANCE
210
LACTATION
207A
CITY MANAGER SUITE
230
OPEN AREA
240
IT WORK ROOM
218
P3.3
4
(E)2"SAN FR. BEL.,
(E)1/2"CW UP,
COMBINE VENT
FROM NEW WC,
EWC & L BELOW
FLOOR AND UP IN
WALL TO ROOF.
IU-3
3/4" CD UP
THRU ROOF
TO AC-9
3/4" CD DN
IN WALL
3
3/4" CD
(E)SINK
WC-E
L-E
1
1
PDAD
TA
T E
I
EG
S
R
RE
S
NA
ENG
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
P3.2
SECOND FLOOR
PLAN -
PLUMBING
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
N
O R HT
1/8" = 1'-0"
SECOND FLOOR PLAN - PLUMBING1
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
1. NEW SINK, RECONNECT TO EXISTING WASTE, VENT AND COLD WATER SUPPLY IN WALL,
MODIFY CONNECTION TO ACCOMMODATE NEW CONDITION.
2. NEW WATER CLOSET, RECONNECT TO EXISTING WASTE, VENT AND COLD WATER SUPPLY IN
WALL, MODIFY CONNECTION TO ACCOMMODATE NEW CONDITION.
3. 3/4" CONDENSATE DOWN IN WALL TO LAVATORY TAIL PIECE.
REMODEL KEY NOTES
DESCRIPTION DATE
3-20-23
296
4
C
WC-EWC-EL-EL-E
L-E L-E
UR-E UR-E
WC-E WC-E
FD-E
FD-E
WCO-E
4 4
1 1
11
2 2
2 2
3
3
4
C
WC-EWC-EL-EL-E
L-E L-E
UR-E UR-E
WC-E WC-E
FD-E
FD-E
2 2
22
4 4
1 1
3
3
1 1
4
C
(E) MRR
104
(E) WRR
102
MPOE
112AJAN
103
L-2,
MV-1,
WCO-1
(TYP.2)
L-2,
MV-1,
WCO-1
(TYP.2)
UR-1,
WCO-1
(TYP.2)
WC-1
WC-1
4
1
1
2
2
FD-E
FD-E
3
3
WC-2 1
WC-2 1
4
C
(E) WRR
202
(E) MRR
204
JAN
203
L-2,
MV-1,
WCO-1
(TYP.2)
L-2,
MV-1,
WCO-1
(TYP.2)
UR-1,
WCO-1
(TYP.2)WC-1
WC-1
2
2
4
1
1
FD-E
FD-E
3
3
WC-2 1
WC-2 1
PDAD
TA
T E
I
EG
S
R
RE
S
NA
ENG
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/4" = 1'-0"
12-12-2022
P3.3
ENLARGED
PLANS -
PLUMBING
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
N
O R HT
1/4" = 1'-0"
FIRST FLOOR ENLARGED DEMOLITION PLAN1
N
O R HT
1/4" = 1'-0"
SECOND FLOOR ENLARGED DEMOLITION PLAN2
N
O R HT
1/4" = 1'-0"
FIRST FLOOR ENLARGED PLAN3
N
O R HT
1/4" = 1'-0"
SECOND FLOOR ENLARGED PLAN4
1.REMOVE EXISTING WATER CLOSET/URINAL, DISCONNECT WASTE, VENT AND COLD WATER
SUPPLY LINES.
2.REMOVE EXISTING LAV/SINK, DISCONNECT WASTE, VENT, COLD AND HOT WATER SUPPLY
LINES.
3.EXISTING FLOOR DRAIN TO REMAIN, PROTECT IN PLACE.
4.REMOVE EXISTING URINAL, DISCONNECT WASTE, VENT AND COLD WATER SUPPLY LINES.
STORE ON SITE FOR REINSTALLATION.
DEMOLITION KEY NOTES
1.INSTALL NEW WATER CLOSET, RECONNECT TO EXISTING WASTE, VENT AND COLD WATER
SUPPLY CAPPED IN WALL, MODIFY CONNECTION TO ACCOMMODATE NEW CONDITION. INSTALL
WATER HAMMER ARRESTOR AND TRAP PRIMER AT LAST FIXTURE IN WALL BEHIND ACCESS
PANEL.
2.INSTALL NEW LAV/SINK, RECONNECT TO EXISTING WASTE, VENT, COLD AND HOT WATER
SUPPLY, MODIFY CONNECTION TO ACCOMMODATE NEW CONDITION.
3.EXISTING FLOOR DRAIN TO REMAIN, PROTECT IN PLACE.
4.REINSTALL EXISTING URINAL OR -ADD ALTERNATE BID -NEW URINAL (PER SCHEDULE),
RECONNECT TO EXISTING WASTE, VENT AND COLD WATER SUPPLY LINES, MODIFY CONNECTION
TO ACCOMMODATE NEW CONDITION. INSTALL WATER HAMMER ARRESTOR AND TRAP PRIMER
AT LAST FIXTURE IN WALL BEHIND ACCESS PANEL.
REMODEL KEY NOTES
DESCRIPTION DATE
3-20-23
297
1 2 3 4 5 6
A
B
C
D
E
RD-E,
OD-E
RD-E,
OD-E
RD-E,
OD-E
RD-E,
OD-E
1
1 1
1
(E)AC-1 (E)AC-2
(E)AC-8
(E)CU-8 (E)CU-9
(E)AC-7
(E)CU-6 (E)CU-7
(E)AC-3
(E)AC-5 (E)AC-6
(E)CU-4 (E)CU-5
(E)AC-4
(E)CU-1 (E)CU-2 (E)CU-3
2
2
2
2
22
2
2
PDAD
TA
T E
I
EG
S
R
RE
S
NA
ENG
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
P4.1
ROOF
DEMOLITION
PLAN -
PLUMBING
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
N
O R HT
1/8" = 1'-0"
ROOF DEMOLITION PLAN - PLUMBING1
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
DEMOLITION KEY NOTES
1. REMOVE EXISTING STORM DRAIN BODY AND LOW PROFILE DOME, EXISTING PRIMARY AND
OVERFLOW DRAIN TO BE CAPPED AT ROOF LEVEL. PREPARE FOR REINSTALLATION IN
REMODEL PHASE.
2. REMOVE EXISTING ROOF MOUNTED CONDENSATE PIPE. RETAIN EXISTING PIPE BELOW ROOF
FOR RECONNECTION PER REMODEL PHASE.
DESCRIPTION DATE
3-20-23
298
1 2 3 4 5 6
A
B
C
D
E
OU-1
OU-2
CU-6
CU-1
CU-4
CU-2 CU-3
CU-7
CU-5
AC-5
AC-3
AC-6
OU-3
EF-2
RV-2
RV-1
(E)AC-7
(E)AC-4
(E)AC-1
(E)AC-2
(E)AC-8
AC-9
RD-1,
OD-1
RD-1,
OD-1
RD-1,
OD-1
RD-1,
OD-1
1
1 1
1
3/4" CD DN
THRU ROOF
3/4" CD DN
THRU ROOF
3/4" CD DN
THRU ROOF
3/4" CD DN
THRU ROOF
3/4" CD DN
THRU ROOF
3/4" CD DN
THRU ROOF
3/4" CD DN
THRU ROOF
3/4" CD DN
THRU ROOF
3/4" CD DN
THRU ROOF
3 (TYP)
3(TYP)
3(TYP)
PDAD
TA
T E
I
EG
S
R
RE
S
NA
ENG
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
P4.2
ROOF PLAN -
PLUMBING
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
REMODEL KEY NOTES
1. NEW ROOF / OVER FLOW DRAIN, RECONNECT TO EXISTING PRIMARY AND OVERFLOW DRAIN
CAPPED AT ROOF LEVEL. PRIOR TO INSTALLATION, CONTRACTOR TO SCOPE EXISTNG PIPING
TO LOOK FOR ANY POENTIAL FOR LEAKS.
2. CONNECT NEW CONDENSATE TO EXISTING BELOW ROOF LINE. FIELD VERIFY FOR EXACT
LOCATION OF EXISTING PIPING.
3. PLUMBING VENT ROOF TERMINATION TO BE LOCATED MINIMUM 10'-0" AWAY FROM
MECHANICAL UNIT OUTSIDE AIR OPENINGS INDICATED BY DASHED LINE.
2
2
2
2
2
2
22
DESCRIPTION DATE
N
O R HT
1/8" = 1'-0"
ROOF PLAN - PLUMBING1
GENERAL NOTES
1. RELOCATE ALL EXISTING PLUMBING VENTS TO A MINIMUM OF 10 FEET AWAY FROM ANY OSA
INTAKE
3-20-23
299
1 1/2" C.P. TRAP
COPPER ELBOW
FINISHED FLOOR
C.P. WALL
ARM TO WALL
ESCUTCHEON
1 1/4" REDUCING
SLIP JOINT ADAPTER
NIBCO #801-2-7-1 1/4"
SINK/LAV DEEP ESCUTCHEON
INSTALL MARKER TAPE
6" ABOVE PIPE.
PROVIDE SAND OR CA6
BACKFILL IN 6" LAYERS UP
TO BUILDING SLAB,
COMPACT TO 95%.
3" MIN. OF CA6
BACKFILL BELOW.
ON GRADE.
EXISTING SLAB
ICC ER-5193.
4 1/2" EMBED
HOLE W/ HILTI HIT HY-150,
PLACE 1/2" BAR IN DRILLED
4"
±
PLUMBING UTILITY BELOW
FLOOR (VARIES)
NOTE:
1. REFER TO SPECIFICATION SECTION 22 05 00,
FOR ADDITIONAL BACKFILL AND COMPACTION
INFORMATION.
TY
P
.
TYP.
2"
2"
3000 PSI MINIMUM OR GREATER TO
MATCH EXISTING CONCRETE.
#4 @ 18" ON CENTER
EACH WAY (TYP).
2'-0"
MAX TRENCH WIDTH
COMPACTION ZONE.
FOOTING
9"
2
1
NEW CONCRETE TO MATCH ADJACENT
SLAB/THICKNESS LEVEL.
1 1/4"
1 1/2"
2"
NOTE:
155-330
114-154 E
F
PIPE SIZING AND
SELECTION TABLE
SIZE
1/2"
PPP
1"
3/4"
UNITS
1-11
FIXTURE
33-60
61-113
12-32
A
REF. PDI
CROSS
B
C
D
REFER TO PLANS
FOR SIZE AND
LOCATION OF PIPE.
WALL MOUNTED STAINLESS STEEL ACCESS
COVER WITH LOCK. SIZE OF ACCESS PANEL
SHALL BE SUFFICIENT FOR THE REMOVAL &
REPLACEMENT OF THE WATER HAMMER
ARRESTOR AND ACCESSORIES BUT IN NO CASE
SHALL BE SMALLER THAN 8"x8"
-GROUP VALVES AND SIMILAR EQUIPMENT IN COMMON ACCESS
PANELS WHEN APPLICABLE. ALL ITEMS SHALL BE FULLY OPERATIONAL
AND SERVICEABLE.
-FINAL SIZING AND MODEL SELECTION SHALL BE PER
MANUFACTURERS RECOMMENDATIONS.
-WATER HAMMER ARRESTOR SHALL BE INSTALLED IN AN UPRIGHT
POSITION
-WATER HAMMER ARRESTOR SHALL BE INSTALLED AT EACH QUICK
CLOSING FAUCET OR FLUSH VALVE UNLESS USED IN A BANK OF
FIXTURES.
-WHEN INSTALLING ON A BANK OF FIXTURES THE WATER HAMMER
ARRESTOR SHALL BE INSTALLED BEFORE THE LAST FIXTURE ON THE
BANK.
NOT REQUIRED
UNIT ISDRAINS
1 P-2
MODEL
NO. OF PRIMER DISTRIBUTION
NOTE:
DU-42P-2
DU-43P-1
DU-44P-1
DISTRIBUTION CHART
(MFG. BY PRECISION PLUMBING PRODUCTS)
1/2" SUPPLY CONNECTION,
REFER TO THE FLOOR
PLANS FOR CONTINUATION
LINE SIZE SHUT OFF BALL VALVE. VALVE SHALL
BE INSTALLED TO OPEN AND CLOSE IN ACCESS
BOX. REMOVE HANDLE IN OPEN POSITION
AFTER TESTING AND DISINFECTION ARE
COMPLETED
WALL MOUNTED STAINLESS STEEL ACCESS COVER
PANEL WITH LOCK. SIZE OF ACCESS PANEL SHALL
BE SUFFICIENT FOR THE REMOVAL & REPLACEMENT
OF THE TRAP PRIMER AND ACCESSORIES BUT IN NO
CASE SHALL BE SMALLER THAN 8"x8"
TRAP PRIMING VALVE BY
PPP OR EQUAL
DISTRIBUTION UNIT MODEL (DU-4)
(WHEN REQUIRED)
1/2" TRAP PRIMER LINES DOWN
TO BELOW FLOOR SERVING
FLOOR DRAIN/SINK
GROUP VALVES AND SIMILAR EQUIPMENT IN COMMON ACCESS
PANELS WHEN APPLICABLE. ALL ITEMS SHALL BE FULLY OPERATIONAL
AND SERVICEABLE.
WALL CLEANOUT
THREADED CLEANOUT PLUG
CLEANOUT TEE
FINISHED
WALL
SURFACE
CHROME PLATED
STEEL COVER PLATE
WITH SECURING
SCREW
FINISH FLOORCLEANOUT AND
ACCESS COVER. TOP
OF COVER TO BE
FLUSH W/ TOP OF
FLOOR.
1/8 BEND
FLOOR CLEANOUT
SEE NOTE 3
BLOW THROUGH COIL
B
A
SEE NOTE 1
DRAW THROUGH COIL
A
SEE NOTE 2
B A
SEE NOTE 4
B
12
"
MASON INDUSTRIES MODEL 'CPSB' BRONZE
FLEXIBLE CONNECTOR WITH SWEAT END
FITTINGS. SIZES 3/4" - 4"
LINE SIZE TRAP VENT
FOR CONDENSATE DRAIN LINE SIZE
AND LOCATION REFER TO
PLUMBING DRAWINGS
CONDENSING EQUIPMENT, REFER TO
PLANS FOR EXACT TYPE AND LOCATION
REFER TO CHARTS AND NOTES FOR
TRAP DEPTH REQUIREMENTS FOR
DRAW THROUGH AND BLOW
THROUGH COILS. FIELD VERIFY
EXACT UNIT TYPE.
1. FAN INLET STATIC PRESSURE OF AIR HANDLING UNIT PLUS 1", 3" MINIMUM.
2. (FAN INLET STATIC PRESSURE OF AIR HANDLING UNIT PLUS 1") DIVIDED BY 2.
3. RECOMMENDED 1/2".
4. (FAN OUTLET PRESSURE IN WATER COLUMN) PLUS 1/2" INCH.
5. PROVIDE CD PIPING PER SPECIFICATION, AND 2019 EDITION OF THE CPC FROM THE EQUIPMENT TO THE
APPROVED RECEPTOR.
6. MANUALLY PRIME TRAP PRIOR TO START UP.
7. SUPPORT DRAIN LINE TO PREVENT SAG AND TERMINATE TO AN APPROVED RECEPTOR (LAVATORY TAILPIECE,
SERVICE SINK, FLOOR SINK OR ROOF RECEPTOR).
8. INSULATE ALL CONDENSATE PIPING LOCATED WITHIN THE STRUCTURE.
NOTES:
UNION
4"
WATER HAMMER
ARRESTOR CONCEALED IN
THE WALL
1 1/4"x1 1/2" CHROME PLATED, LA
PATTERN P-TRAP
1 1/4" COMPRESSION INLET
BAFFLE TEE W/ TAILPIECE
KEENEY 540B
1 1/4" BRASS SLIP NUT
CHROME PLATED WALL
CLEANOUT
CONDENSATE CONNECTION REQUIRED ONLY
WHERE APPLIES ON FLOOR PLANS
TOLCO FIG. 200
HANGER RING
PIPE, MAX PIPE SIZE 3/4"
TOLCO FIG. 99 - ALL THREAD ROD
CUT LENGTHS, 3/8"ø FOR PIPING.
NOTE:
REFER TO ARRCHITECTURAL
PLANS FOR ROOF DECKING
AND MATERIALS
REFER TO FLOOR PLANS FOR
EXACT SIZE AND LOCATIONS
1. REFER TO LOCAL CODE REQUIREMENTS
FOR VENT TERMINATION HEIGHTS
REFER TO ARRCHITECTURAL
PLANS FOR ROOF CONSTRUCTION
SEAMLESS
LEAD ROOF
FLASHING
STEEL REINFORCING BOOT
NON-HARDENING
ELASTOMER SEALANT
COUNTER
FLASHING SLEEVE
SEALANT (WATER
TIGHT SEAL)
FOR CONNECTION TO
STRUCTURE SEE 9
-
B-LINE PIPE CLAMP (TYP)
TYPE PP10 WITH STRUT
"PORTABLE PIPE HANGERS, INC."
SLEEPER UNDER PIPE STANCHION,
PROVIDE WALKING PAD MATERIAL
HEIGHT ADJUSTABLE
ROD
4" BEYOND BASE. INSTALL PER
ROOFING MATERIAL MFG.
RECOMMENDATIONS.
PIPING ON ROOF, SEE PLANS
FOR SIZE
MAX. SPACING - 6' O.C.
1"
1" MIN.
(N)SIMPSON HU34, TYP.
(N)2x6 BLOCKING
(E)WOOD
STRUCTURAL
MEMBER
HANGER ROD
W/DOUBLE NUT
(E)WOOD STRUCTURAL SURFACE
L 3"x3"x1/4"x 6-1/2"
W/ 2-1/2"ø THRU
BOLTS AT 4" O.C.
3" MIN.
1"
NTS 11
PIPE THRU ROOF
NTS 10
CONDENSATE PIPE HANGING DETAIL
NTS 9
NTS 8NTS7GRAVITY CONDENSATE CONNECTION NTS 6NTS5
CLEANOUTS NTS 4NTS3NTS2NTS1WATER HAMMER ARRESTOR AUTOMATIC TRAP PRIMER INTERIOR TRENCH DETAIL
CONDENSATE CONNECTION TO P-TRAP
NOT USEDNOT USEDCONDENSATE PIPE SUPPORT ON ROOF ATTACHMENT TO STRUCTURE
PDAD
TA
T E
I
EG
S
R
RE
S
NA
ENG
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
12-12-2022
P5.1
DETAILS
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
DESCRIPTION DATE
3-20-23
300
ELECTRICAL ABBREVIATION KEY
AFF ABOVE FINISHED FLOOR
N.C.NORMALLY CLOSED
NIC NOT IN CONTRACT
N.O.NORMALLY OPEN
SV SOLENOID VALVE
ABBR:DESCRIPTION:
TYP TYPICAL
C CONDUIT
UON UNLESS OTHERWISE NOTED
GFI GROUND FAULT INTERRUPTER
1. THE COMPLETE INSTALLATION SHALL BE IN ACCORDANCE WITH THE ADA STANDARDS FOR
ACCESSIBLE DESIGN. REFER TO THE ADA GUIDELINES FOR ALL CONFIGURATION DETAILS ON
THIS PAGE FOR ADDITIONAL INFORMATION.
2. CIRCUIT NUMBERS ARE SHOWN FOR CIRCUIT IDENTIFICATION. CIRCUITING SHALL AGREE
WITH NUMBERING ON THE PANEL PROVIDED. COMMON NEUTRALS MAY NOT BE USED FOR
BRANCH CIRCUITS. BALANCE THE LOAD ON PANEL AS EVENLY AS POSSIBLE BETWEEN EACH
PHASE.
3. FLUSH MOUNT ALL LIGHTING CONTROL DEVICES AT +42" FROM FLOOR (CENTERLINE
DIMENSION), EXCEPT WHERE OTHERWISE NOTED. DEVICES MAY BE SURFACE MOUNTED
WHEN CONDUIT IS SPECIFIED EXPOSED.
4. FLUSH MOUNT ALL DUPLEX RECEPTACLES AND TECHNOLOGY OUTLETS AT +18" FROM
FLOOR (CENTERLINE DIMENSION), EXCEPT WHERE OTHERWISE NOTED. RECEPTACLES AND
OUTLETS MAY BE SURFACE MOUNTED WHEN CONDUIT IS SPECIFIED EXPOSED.MOUNT
EXTERIOR LOCATED RECEPTACLES WITH WHILE-IN-USE COVERS AT +20" FROM FINISHED
GRADE (CENTER DIMENSIONS) TO MAINTAIN INSTALLATION ADA COMPLIANCE.
5. ALL MATERIALS USED TO SEAL PENETRATIONS OF FIRE RATED WALLS AND FLOORS SHALL
BE TESTED AND CERTIFIED AS A SYSTEM PER ASTM E814 STANDARDS FOR FIRE TESTS OF
THROUGH-PENETRATION FIRESTOPS. REFER TO 26 05 03 SPECIFICATIONS FOR ADDITIONAL
INFORMATION AND REQUIREMENTS SPECIFIC TO FIRESTOPPING.
6. CONNECTION FOR ELECTRIC WATER COOLERS (EWC) SHALL BE A JUNCTION BOX
CONCEALED BEHIND WATER COOLER ACCESS PLATE OR BE A GFI RECEPTACLE LOCATED
DIRECTLY BELOW AND CENTERED ON EWC. CONTRACTOR SHALL VERIFY TYPE OF EWC TO
BE INSTALLED.
7. MOUNT ALL FIRE ALARM PULL STATIONS AT +42" FROM FLOOR (CENTERLINE DIMENSION)
EXCEPT WHERE OTHERWISE NOTED.
8. INSTALL ALL WALL MOUNTED FIRE ALARM NOTIFICATION DEVICES AT 90" ABOVE FINISHED
FLOOR OR 6" BELOW THE CEILING, WHICHEVER IS LOWER, EXCEPT WHERE OTHERWISE
NOTED. HEIGHT SHALL BE MEASURED TO THE TOP OF THE DEVICE.
9. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL CEILING MOUNTED DEVICES AND
EQUIPMENT WITH LUMINAIRES, SPRINKLER, AND CEILING DIFFUSERS. CENTER ALL DEVICES
IN CEILING TILE PATTERN. SMOKE DETECTORS AND OCCUPANCY/VACANCY SENSORS SHALL
BE LOCATED NO CLOSER THAN 3 FEET TO AN AIR SUPPLY DIFFUSER OR RETURN GRILLE.
10. CONTRACTOR SHALL VERIFY ALL FURNITURE, MODULAR FURNITURE, AND EQUIPMENT
LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, AND REVIEWED SHOP DRAWINGS.
PRIOR TO MAKING THE ACTUAL ELECTRICAL INSTALLATION, THIS CONTRACTOR SHALL
ADJUST RECEPTACLES, OUTLETS, OR CONNECTION LOCATIONS TO ACCOMMODATE
FURNITURE AND/OR EQUIPMENT.
11. ELECTRICAL AND TECHNOLOGY EQUIPMENT SHALL BE MOUNTED TO AVOID IMPEDANCE OF,
OPERATION OF, AND/OR ACCESS TO ELECTRICAL AND MECHANICAL EQUIPMENT. ALL
MOUNTING OF ELECTRICAL AND TELECOMMUNICATIONS EQUIPMENT, ON EQUIPMENT
SUPPLIED BY ANOTHER CONTRACTOR, SHALL BE APPROVED IN ADVANCE BY THE OTHER
CONTRACTOR.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OPENINGS REQUIRED IN WALLS. ALL
OPENINGS SHALL BE REPAIRED TO MATCH EXISTING BY A QUALIFIED CONTRACTOR AT THE
EXPENSE OF THIS CONTRACTOR. ALL CONDUITS THROUGH WALLS SHALL BE GROUTED OR
SEALED INTO OPENINGS.
13. EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO THE
WALLS, FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES DAMAGE
IS RESPONSIBLE FOR PATCHING TO MATCH ORIGINAL CONSTRUCTION, FIRE RATING, AND
FINISH.
14. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL, TECHNOLOGY
AUDIO/VISUAL, AND OTHER ELECTRICAL PLANS FOR EXACT LOCATIONS OF ALL CEILING
MOUNTED DEVICES, OTHER THAN SPRINKLERS.
15. ELECTRICAL IDENTIFICATION. REFER TO SPECIFICATION SECTION 26 05 53 FOR
COLOR/LABEL REQUIREMENTS FOR CONDUIT, BOX, CABLE/WIRE, AND EQUIPMENT.
ELECTRICAL INSTALLATION NOTES:
NORMAL BRANCH LUMINAIRE
EMERGENCY BRANCH LUMINAIRE
UNSWITCHED FOR NIGHT LIGHT, UNLESS NOTED 'SE'
LUMINAIRE SYMBOL KEY
SYMBOL:DESCRIPTION:
EXISTING CONDUIT RUN TO REMAIN. EXISTING CONDUCTORS TO REMAIN
UNLESS OTHERWISE NOTED ON DRAWINGS.
EXISTING CONDUIT RUN TO BE REWIRED. REFER TO PLANS FOR WIRING
REQUIREMENTS. CROSS LINES INDICATE NEW CONDUCTORS. PROVIDE
OTHER SYSTEM CONDUCTORS PER SPECIFICATIONS.
EXISTING CONDUIT AND WIRE TO BE COMPLETELY DISCONNECTED AND
REMOVED BACK TO THE LAST REMAINING OUTLET DEVICE.
DEMOLITION SYMBOL
SYMBOL:DESCRIPTION:
E
EX
R
1. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD
SURVEYS, EXISTING BUILDING DOCUMENTS, AND STAFF. VERIFY EXISTING CONDITIONS AND
REPORT ANY CONFLICTS BEFORE PROCEEDING.
2. NOT ALL EXISTING EQUIPMENT, LUMINAIRES, AND CONDUIT ARE SHOWN. VERIFY EXISTING
CONDITIONS AND REPORT ANY CONFLICTS WITH NEW WORK BEFORE STARTING WORK.
3. FIELD VERIFY THE AVAILABLE CLEARANCES FOR CABLE TRAY, BUSWAY AND CONDUITS
BEFORE FABRICATION. RISES AND DROPS MAY BE NECESSARY BECAUSE OF EXISTING
FIELD CONDITIONS.
4. EACH CONTRACTOR SHALL FIELD VERIFY ACCESSIBILITY TO THE AREA OF THEIR WORK AND
SHALL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO BIDDING IF OTHER UTILITIES ARE
REQUIRED TO BE REMOVED OR RELOCATED TO ALLOW ACCESS TO THEIR AREA OF WORK.
5. EACH CONTRACTOR SHALL CUT AND PATCH ROOFS, WALLS, AND FLOORS ASSOCIATED
WITH THEIR WORK.
6. EACH CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF CEILINGS,
CEILING TILES, AND CEILING GRIDS ASSOCIATED WITH AREAS OF WORK BY ALL
CONTRACTORS. NOTIFY THE ARCHITECT/ENGINEER OF AFFECTED AREAS PRIOR TO
BIDDING.
7. WHERE EXISTING ELECTRICAL SYSTEMS ARE LOCATED IN AREAS THAT CONFLICT WITH NEW
EQUIPMENT, PIPING, OR DUCTWORK TO BE INSTALLED, EACH CONTRACTOR SHALL EITHER
ARRANGE NEW EQUIPMENT, CONDUIT, OR DUCTWORK IN SUCH A FASHION THAT IT DOES
NOT CONFLICT WITH EXISTING SYSTEMS, OR REWORK EXISTING ELECTRICAL SYSTEMS TO
ALLOW FOR INSTALLATION OF NEW EQUIPMENT, PIPING, OR DUCTWORK.
ELECTRICAL RENOVATION NOTES:
THESE NOTES APPLY TO ALL ELECTRICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED
TO, LIGHTING, POWER, AND SYSTEMS.
PLAN OR DETAIL NUMBER
PLAN OR DETAIL NAME
PLAN OR DETAIL SCALE
DETAIL REFERRED TO BY SECTION CUT
SHEET DETAIL IS LOCATED ON
NAME
1 VIEW NAME
1/8" = 1'-0"
1
M101
1
4
3
2
SIMSIM
INDICATES SIMILAR DETAIL REFERENCED
IN MULTIPLE LOCATIONS
LEVEL NAME
10'-0"HEIGHT ABOVE
PROJECT 0'-0"
1 INDICATES NOTE USED TO DESCRIBE
ADDITIONAL INFORMATION ABOUT
WORK REQUIRED, SPECIFIC TO THE
SHEET AND/OR DETAIL
N
O R HT
INDICATES DIRECTION OF TRUE NORTH
VIEW KEY
T101
48
"
M
A
X
.
20" MAX.
44
"
M
A
X
.
20"-25" MAX.
48
"
M
A
X
.
15
"
M
I
N
.
48
"
M
A
X
.
46
"
M
A
X
.
10" MAX.10"-24" MAX.
ADA GUIDELINES -FRONT ACCESS
ADA STANDARDS FOR ACCESSIBLE DESIGN
INSTALL ABOVE COUNTER
DEVICE AT 44" ABOVE
FINISHED FLOOR.
INSTALL ABOVE COUNTER
DEVICE AT 40" ABOVE
FINISHED FLOOR.
INSTALL DEVICE AT 18"
ABOVE FINISHED FLOOR.
ADA GUIDELINES -SIDE ACCESS
INSTALL DEVICE AT 44"
ABOVE FINISHED FLOOR.
INSTALL DEVICE AT 42"
ABOVE FINISHED FLOOR.
1. {L###}INDICATES THE LIGHTING SEQUENCE OF OPERATION FOR THE SPACE. REFER TO THE
LIGHTING SEQUENCE OF OPERATION MATRIX ON SHEET E0.3.
2. "NL" INDICATES LUMINAIRE IS UNSWITCHED FOR NIGHT LIGHT.
3. "SE" INDICATES LUMINAIRE IS SWITCHED/CONTROLLED DURING NORMAL OPERATION AND
OPERATES FROM EMERGENCY BATTERY (EXTEND UNSWITCHED CIRCUIT LEG TO BATTERY)
UPON LOSS OF POWER.
4. SHADED LUMINAIRE OR DEVICE INDICATES LUMINAIRE OR DEVICE IS CONNECTED TO AN
EMERGENCY CIRCUIT.
5. REFER TO SHEET E0.3 FOR LUMINAIRE SCHEDULE.
6. VACANCY/OCCUPANCY SENSOR LAYOUT: SENSORS ARE SHOWN ON THE PLANS FOR
DESIGN INTENT AND MAY NOT REPRESENT EVERY DEVICE. PROVIDE MANUFACTURER
SPECIFIC FLOOR PLAN LAYOUTS SHOWING LOCATION, ORIENTATION, AND COVERAGE AREA
OF EACH CONTROL DEVICE, SENSOR, AND CONTROLLER/INTERFACE. AREAS REQUIRING
MULTIPLE SENSOR DEVICES FOR APPROPRIATE COVERAGE, SUBMIT SPECIFIC
MANUFACTURER-APPROVED SENSOR LAYOUT AS AN OVERLAY DIRECTLY ON THE PROJECT
DRAWINGS, EITHER IN PRINT OR APPROVED ELECTRONIC FORM.
ELECTRICAL MOUNTING SUBSCRIPT KEY:
A MOUNT AT +6" TO CENTERLINE ABOVE COUNTER OR BACKSPLASH
C MOUNT AT CEILING
H MOUNT ORIENTED HORIZONTALLY
L MOUNT IN CASEWORK
M MOUNT IN MODULAR FURNITURE
R MOUNT IN SURFACE RACEWAY
EWC ELECTRIC WATER COOLER
ELECTRICAL GENERAL NOTES:
LUMINAIRE
F1 = FIXTURE TAG
1 = CIRCUIT NUMBER
a = SWITCH DESIGNATION
NL = SUBSCRIPT (IF APPLICABLE)
Z = ZONE DESIGNATION
*IF LABEL IS ORIENTED HORIZONTALLY A SLASH WILL SEPARATE THIS
INFORMATION. EX: F1 / 1 / a / NL
DEVICE A = MOUNTING (IF APPLICABLE)
1 = CIRCUIT NUMBER
*IF LABEL IS ORIENTED HORIZONTALLY A SLASH WILL SEPARATE THIS
INFORMATION. EX: A / 1
LUMINAIRE KEY:
DEVICE KEY:
1. THE ELECTRICAL LIGHTING DRAWINGS INDICATE EXISTING ELECTRICAL ITEMS TO BE
REMOVED. THE DRAWINGS ARE INTENDED TO INDICATE THE SCOPE OF WORK REQUIRED
AND DO NOT INDICATE EVERY BOX, CONDUIT, OR WIRE THAT MUST BE REMOVED. THE
CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING A BID AND VERIFY EXISTING
CONDITIONS.
2. EQUIPMENT REMOVAL IN CERTAIN LOCATIONS MAY REQUIRE THE INSTALLATION OF A
JUNCTION BOX TO RECONNECT CIRCUITS THAT REMAIN IN OPERATION. EXTEND CONDUIT
AND WIRING AS REQUIRED TO MAINTAIN POWER TO REMAINING EQUIPMENT.
3. BALLASTS MANUFACTURED PRIOR TO 1980 CONTAIN PCBs AND SHALL BE DISPOSED OF BY
A FEDERAL OR STATE E.P.A. APPROVED METHOD AND IN ACCORDANCE WITH
SPECIFICATIONS.
4. HID AND FLUORESCENT LAMPS CONTAIN MERCURY AND SHALL BE DISPOSED OF BY A
FEDERAL OR STATE E.P.A. APPROVED METHOD AND IN ACCORDANCE WITH
SPECIFICATIONS.
5. REUSE EXISTING CONDUIT, CIRCUITS AND LIGHTING CONTROL WHERE POSSIBLE. PROVIDE
NEW CONDUIT AND WIRE WHERE SHOWN, MISSING OR REQUIRED TO INSTALL THE NEW
LIGHT FIXTURES.
6. WHERE REMOVED EXTERIOR LIGHT FIXTURE IS NOT BEING REPLACED. PROVIDE
WATERPROOF GROMMETS, SEALS OR PLUGS TO COVER EXISTING HOLES IN POLES.
7. VERIFY MANUFACTURERS INSTALLATION GUIDELINES WITH EXISTING FIELD CONDITIONS
PRIOR TO BIDDING AND ORDERING NEW LIGHT FIXTURES AND INSTALLATION MATERIAL.
8. MATCH EXISTING PAINTED SURFACES. WHERE REPLACED LUMINAIRE DOES NOT FULLY
COVER EXISTING JUNCTION BOX OR PAINTED SURFACE. PROVIDE CUSTOM BACK PLATE
WHERE NECESSARY TO COVER ANY FIELD CONDITIONS THAT WOULD ALLOW INTRUSION
OF WATER AND CAULK WHERE NECESSARY.
9. COORDINATE EXISTING LIGHTING CONTROL AND REPROGRAM PHOTOCELLS AS
NECESSARY TO MEET EXISTING CONTROL SEQUENCES. VERIFY WITH OWNER ANY
CHANGES.
10. VERIFY WITH EXISTING CONDITIONS PRIOR TO REMOVING ALL FIXTURES WITH A QUARTZ
RESTRIKE. IF THE QUARTZ RESTRIKE IS A SEPARATE CIRCUIT, NOTIFY THE ENGINEERING
IMMEDIATELY.
ELECTRICAL LIGHTING DEMOLITION NOTES:
1. ALL LUMINAIRES SHOWN TO BE DEMOLISHED SHALL BE DISPOSED OF IF NOT REQUIRED BY
OWNER FOR ATTIC STOCK. CONFIRM WITH OWNER PRIOR TO DISPOSAL IF THE LAMPS,
LENS OR SUBSET OF LUMINAIRES SHOULD BE TURNED OVER FOR ATTIC STOCK.
2. REMOVE EXISTING LUMINAIRES AND WALL SWITCHES WHERE SHOWN. LOCATE AND
IDENTIFY ELECTRICAL CIRCUIT SERVING REMOVED LUMINAIRES FOR REUSE WITH NEW
DEVICES.
3. COORDINATE HOURS OF ACCESS WITH OWNER.
4. REMOVE EXISTING LUMINAIRE AND PREPARE FOR INSTALLATION OF NEW LUMINAIRE IN
SAME LOCATION OR NEW LOCATION. REFER TO E3.1 AND E3.2 OR NEW WORK.
5. WHERE WALL SWITCH DEVICE IS REMOVED AND NOT REPLACED. PROVIDE WITH BLANK
SWITCH PLATE.
6. EXPOSED 3/4" CONDUIT TO NEW OR EXISTING FIXTURES OR DEVICES IS ACCEPTABLE AS
LONG AS IT IS INSTALLED IN A NEAT AND ORDERLY METHOD AND MEETS ADOPTED CODES.
COORDINATE NEW RUNS WITH OWNER PRIOR TO INSTALLATIONS.
7. REUSE EXISTING CONDUIT, WIRE, CONTROL AND JUNCTION BOXES. PROVIDE NEW IF
REQUIRED TO INSTALL THE NEW LUMINAIRE.
8. REPLACE CEILING TILES WITH LIKE IN AREAS WITH A REDUCTION IN LUMINAIRE. REUSE
EXISTING CEILING TILES WHERE APPLICABLE. PROVIDE NEW TO MATCH EXISTING IF
REQUIRED. ADJUST AND MOVE AIR RETURN GRILLS AS REQUIRED TO COORDINATE WITH
REVISED LUMINAIRE LAYOUT IN AREAS WITH A LAYIN CEILING.
9. COORDINATE LOCATIONS OF NEW LUMINAIRES WITH EXISTING DUCT, PIPING, STRUCTURAL
AND CEILING MOUNTED DEVICES.
TYPICAL REMODEL:2019 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 1
2019 CALIFORNIA BUILDING CODE (CBC)
CALIFORNIA CODE OF REGULATIONS (CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART
2) TITLE 24, PART 2( 2018 INTERNATIONAL BUILDING CODE (IBC) W/ 2019 CALIFORNIA
AMENDMENTS)
2019 CALIFORNIA ELECTRICAL CODE (CEC)
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 3
(2017 NATIONAL ELECTRICAL CODE (NEC) W/ 2019 CALIFORNIA AMENDMENTS)
2019 CALIFORNIA ENERGY CODE
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 6
2019 CALIFORNIA FIRE CODE (CFC)
CALIFORNIA CODES OF REGULATIONS (CRR) TITLE 24, PART 9
(2018 INTERNATIONAL FIRE CODE (IFC) W/ 2019 CALIFORNIA AMENDMENTS)
2019 CALIFORNIA REFERENCES STANDARDS CODE
CALIFORNIA DOE OF REGULATIONS (CCR) TITLE 24, PART 12
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 19
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE
(CAL GREEN), PART II, TITLE 24 C.C.R
APPLICABLE CODES AND STANDARDS:O
OC
LS
J
J
RIRI
ELECTRICAL SYMBOL LIST
SYMBOL:DESCRIPTION:
O
RI
JUNCTION BOX (CEILING)
JUNCTION BOX (WALL)
FLOOR BOX (POWER/DATA)
DATA ROUGH-IN (WALL)
DATA ROUGH-IN (CEILING)
PANELBOARD (RECESSED)
PANELBOARD (SURFACE)
DISCONNECT
DUPLEX RECEPTACLE, 125V
DUPLEX GFI RECEPTACLE, 125V
QUADRUPLEX RECEPTACLE, 125V
QUADRUPLEX GFI RECEPTACLE, 125V
SWITCH, SINGLE POLE
SWITCH, WALL OCCUPANCY SENSOR
DIMMER SWITCH, LED
DIMMER SWITCH, WALL OCCUPANCY SENSOR
DAYLIGHT SENSOR
OCCUPANCY SENSOR, DUAL TECHNOLOGY
FIRE ALARM SYMBOL LIST
SYMBOL:MAF.MODEL NO.DESCRIPTION:
COMMON AND
SEQUENCE OF
OPERATION
SUBSCRIPTS
SUBSCRIPTS: TYPE / PROGRAMMING
WG = WIRE GUARD IS REQUIRED
WP = WEATHERPROOF
D = HVAC CONTROL
# = 15, 30, 75, 110, 177 CANDELA RATING
CD = CANDELA RATING SELECTED BY NICET
DESIGNER
GAMEWELL E3 FACP -FIRE ALARM CONTROL PANEL
NGA FAA -FIRE ALARM ANNUNCIATOR
GRAPHICAL ANNUNCIATOR PANEL
NOTIFICATION APPLIANCE CIRCUIT PANEL
GFPS-8 REMOTE POWER SUPPLY, FIRE ALARM
FADC -FIRE ALARM DOCUMENT CABINET
S #ASD-PL3 FIRE ALARM SMOKE DETECTOR,
CEILING OR WALL MOUNT
BLANK -PHOTOELECTRIC
S
#
F
#
F
#
SYSTEM
SENSOR
SSM120-10 ELECTRIC BELL FOR SPRINKLER SYSTEM
F
#
F
#
SYSTEM
SENSOR
AUDIO/VISUAL ALARM DEVICE, WALL
MOUNTED
PC2RL COMBINATION AUDIO (HORN) AND VISUAL
ALARM DEVICE, CEILING OR WALL MOUNTED
# = CANDELA RATING
CD = CANDELA RATING SELECTED BY NICET
DESIGNER
AOM-2RF FIRE ALARM RELAY MODULERM
SYSTEM
SENSOR
WFD SERIES FIRE ALARM FLOW SWITCH TO
MONITOR SPRINKLER SYSTEM
FS
SYSTEM
SENSOR
OSY2 FIRE ALARM TAMPER SWITCH TO
MONITOR SPRINKLER SYSTEM
BLANK = REFER TO PLANS
PIV = POST INDICATOR VALVE
TS
AOM-2SF FIRE ALARM ADDRESSABLE
CONTROL MODULE
CM
FIRE ALARM END OF LINE DEVICE,
DRAWINGS ONLY
EOL
CSFM LISTING NO.
7165-0028:0243
7165-0028:0243
7315-0028:0225
7272-0028:0503
7300-1653:0109
7135-1653:0217
SCRL 7320-1653:0201
7770-1653:0231
7770-1653:0118
7300-0028:0219
7300-0028:0219
NOTIFIER AMM-4F FIRE ALARM ADDRESSABLE
MONITOR MODULE
MM 7300-0028:0219
SYSTEM
SENSOR
B300-6 DETECTOR BASE
NOTIFIER
NOTIFIER
FIRE SOMKE DAMPER ADD TOGGLE
SWITCH FOR DISCONNECTING MEANS
AND REMOTE LED INDICATORS
FSD
FATC -FIRE ALARM TERMINAL CABINET
7165-0028:0243
GAMEWELL
GAMEWELL
GAMEWELL
GAMEWELL
GAMEWELL
ATD-L3 FIRE ALARM HEAT DETECTOR,
CEILING OR WALL MOUNT
BLANK -PHOTOELECTRIC
7272-0028:0503GAMEWELL
SYSTEM
SENSOR
VISUAL ALARM DEVICE, CEILING MOUNTEDSCRL
H #
H
#
ANNUNCIATE AT FIRE CONTROL PANEL
(ALARM)
HEAT
DETECTOR
BUILDING
POWER
FAILURE
NO
SEQUENCE OF OPERATION
YES
TAMPER
SWITCH
FLOW
SWITCH
OPEN SHORT
OR GROUND
ANNUNCIATE AT FIRE CONTROL PANEL
(SUPERVISION)
ANNUNCIATE AT FIRE CONTROL PANEL
(TROUBLE)
YES NO YES YES
NO NO NO YES NO NO
YES NO NO NO NO NO
SOUND CONTROL PANEL TROUBLE BUZZER NO YES YES NO YES YES
ACTIVATE AUDIBLE ALARM SIGNALS
(UNTIL SILENCE)NO YES YES NO YES NO
ACTIVATE VISUAL ALARM SIGNALS
(UNTIL RESET)
NOACTIVATE EMERGENCY VOICE
SYSTEM SIGNALS (UNTIL RESET)
REPORT TO CENTRAL STATION
ANNUNCIATE AT REMOTE
ANNUNCIATOR PANEL (ALARM)NO YES YES NO YES YES
ANNUNCIATE AT REMOTE ANNUNCIATOR
PANEL (SUPERVISION)
YES NO NO NO NOANNUNCIATE AT REMOTE ANNUNCIATOR
PANEL (TROUBLE)
NO NO NO NO NOACTIVATE SPRINKLER BELL
AREA
SMOKE
DETECTOR
NO YES YES NO YES NO
YES YES NO NO NO
NO YES YES NO YES NO
NO NO NO YES NO NO
NO
YES
SYMBOL
FIRE ALARM WIRE DESIGNATION CHART
DESCRIPTION
N NOTIFICATION APPLIANCE CIRCUIT
D SIGNALING LINE CIRCUIT (SLC) - ABOVE GRADE
P 24 POWER
NUMBER OF CONDUCTORS
TWO
TWISTED PAIR
TWISTED SHIELDED PAIR
SIZE
#12
#14
#16
TYPE
THHN/THWN
WEST PENN #AQC225
THHN/THWN
NOTES:
1. SYMBOL INDICATES QTY & I.D. OF CIRCUIT. I.E. 2N2, INDICATES (2) 2#12 CI CABLE FOR N CIRCUIT.
2. ALL CONDUIT USED FOR FIRE ALARM SHALL BE 3/4" MINIMUM ABOVE GRADE AND 1" MINIMUM
BELOW GRADE UNLESS NOTED OTHERWISE.
3. ALL WIRING USED IN UNDERGROUND CONDUITS SHALL BE LISTED FOR WET AREA APPLICATION,
IN ACCORDANCE WITH CEC 760.
Exp. 6-30-2023
E
LACIRTCL
E
Lic. E16934
E
T
A
T
S
ROFILACFO
N
AI
F
D P R O ESS IONA
L
E
N
G
I
N
E
ERREGISTERE
NEST O R C .I GNACI
O
,
J
R
.
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
E0.1
ELECTRICAL
COVERSHEET
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
ELECTRICAL SHEET INDEX
E0.1 ELECTRICAL COVERSHEET
E0.2 SINGLE LINE DIAGRAM
E0.3 LUMINAIRE SCHEDULE
E0.4 PANEL SCHEDULES
E0.5 TITLE 24 INDOOR LIGHTING CERTIFICATE
E0.6 TITLE 24 OUTDOOR LIGHTING CERTIFICATE
E0.7 FIRST FLOOR EGRESS PHOTOMETRICS
E0.8 SECOND FLOOR EGRESS PHOTOMETRICS
E1.1 SITE PLAN
E1.2 SITE LIGHTING PHOTOMETRICS
E1.3 GENERATOR YARD ENLARGED PLAN
E2.1 FIRST FLOOR DEMOLITION PLAN - ELECTRICAL
E2.2 SECOND FLOOR DEMOLITION PLAN - ELECTRICAL
E3.1 FIRST FLOOR PLAN - LIGHTING
E3.2 SECOND FLOOR PLAN - LIGHTING
E4.1 FIRST FLOOR PLAN - POWER
E4.2 SECOND FLOOR PLAN - POWER
E4.3 FIRST FLOOR PLAN - FIRE ALARM
E4.4 SECOND FLOOR PLAN - FIRE ALARM
E5.1 ROOF DEMOLITION PLAN - ELECTRICAL
E5.2 ROOF PLAN - POWER
E6.1 DETAILS
E6.2 DETAILS
GRAND TOTAL: 23
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
THE FIRE ALARM SYSTEM SHOWN ON THE PLANS ARE FOR BIDDING PURPOSE
ONLY. THE LICENSED FIRE ALARM CONTRACTOR SHALL PREPARE A COMPLETE
FIRE ALARM DRAWINGS INCLUDING THE FIRE ALARM EQUIPMENT CUT SHEETS
AND SUBMIT TO THE CITY OF MOORPARK FIRE PREVENTION DEPARTMENT FOR
APPROVAL AND PERMIT. THE FIRE ALARM CONTRACTOR IS RESPONSIBLE TO
OBTAIN PERMIT PRIOR TO START OF CONSTRUCTION.
FIRE ALARM DEFERRED APPROVAL
DESCRIPTION DATE
301
M
N E N E
(E) 1200A/3P
NE
U
T
R
A
L
GROUND
(E) UTILITY PRIMARY SERVICE
POC
(E) UTILITY TRANSFORMER
(E) C.T. COMPARTMENT AND
METERING
(E) MAIN SWITCHBOARD 'MS'
65kAIC RATING
120/208V, 3-PHASE, 4-WIRE
1200A
ATS-OS
120/208V, 1200A, 4P
NEMA 3R
2"C -CONTROL WIRES PER
MANUFACTURER
REQUIREMENTS
2"C -CONTROL WIRES PER
MANUFACTURER REQUIREMENTS
REMOTE ANNUNCIATOR PANEL
BONDING FOR
SEPARATELY
DERIVED SYSTEM
1#3/0 IN 1" C
G
(3) PARALLEL SETS OF
4#600KCM & 1#250KCM GND
EACH SET IN 4" C
GEN-1
GCP
GENERAC SD250
250KW/313KVA STANDBY RATING
120/208 VOLTS
NEUTRAL GROUND
GENERATOR
FRAME BONDING
BOND TO BUILDING
GROUNDING
ELECTRODE
(3) PARALLEL SETS OF
4#600KCM & 1#3/0KCM GND
EACH SET IN 4" C
GENERATOR YARD ENCLOSURE
2
3
100A/3P
(E)(E) PANEL '2L'
(E) PANEL 1P
(E) PANEL '2P'
(E) PANEL '2H'
(E) PANEL '1H'
(N) PANEL '1PA'
(E) 100A/3P
3-75AF
PANEL '2HA'
(E)
4#1 & 1#8 GND IN 2" C
4#3/0 & 1#6 GND IN 2" C
(E) PANEL '1L'
4
1
2
3
4
5
6
7
NE
U
T
R
A
L
GROUND
(E) 100A/3P
8
9
10
(E) 150A/3P
(E) 150A/3P
(E) 200A/3P
(E) 200A/3P
(E) 200A/3P
(E) 300A/3P
R (E) PANEL '2L'
(E)(E) PANEL 1P
(E)(E) PANEL '2P'
(E)
(E)
(E)(E) PANEL 2H
(E)(E) PANEL 1H
(E) 100A/3P
3-75AF
(E)
(E) PANEL '1L'
(E) 100A/3P
(E) 150A/3P
(E) 150A/3P
(E) 200A/3P
(E) 200A/3P
(E) 200A/3P
(E) 300A/3P
5
SB -'DBA'
1200A, 120/208, 3-PHASE, 4WIRE
65KAIC
1
2
3
4
5
6
NE
U
T
R
A
L
1,
2
0
0
A
M
P
B
U
S
GROUND
150A/3P
100A/3P
200A/3P
150A/3P
200A/3P
200A/3P
300A/3P
200A/3P
5 TYP
(E)
(E)
(E)
(E)
(E)
(E)
PFB
6
(E)
(E) ELEV
PANEL 'ELP'
ATS-LS
120/208V, 100A, 4P
NEMA 3R
14KA
3# 1 & 1#8 GND IN 2" C
3# 1 & 1#8 GND IN 2" C
7
Exp. 6-30-2023
E
LACIRTCL
E
Lic. E16934
E
T
A
T
S
ROFILACFO
N
AI
F
D P R O ESS IONA
L
E
N
G
I
N
E
ERREGISTERE
NEST O R C .I GNACI
O
,
J
R
.
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
12" = 1'-0"
12-12-2022
E0.2
SINGLE LINE
DIAGRAM
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
NO SCALE
SINGLE LINE DIAGRAM1
KEYNOTES:
1. CONTRACTOR SHALL COORDINATE WITH MANUFACTURER FOR THE REMOVAL
OF THE PORTION OF THE BUS. CONTRACTOR SHALL PROVIDE UL RE-
LABLING/CERTIFICATION FROM A THIRD PARTY. PROVIDE LANDING LUGS.
COORDINATE WITH SWITCHBOARD MANUFACTURER, SIEMENS.
2. THE CABLE OR RACEWAY SHALL BE PROTECTED BY A LISTED ELECTRICAL
CIRCUIT PROTECTIVE SYSTEM WITH A MINIMUM 2-HOUR FIRE RATING OR
ENCASED IN A MINIMUM OF 2" OF CONCRETE.
3. PROVIDE CIRCUIT BREAKER FOR LOAD BANK.
4. PROVIDE TAP KIT AND EXTEND TO (N) ATS GEN.
5. EXISTING LOADS TO BE REWIRED TO (N) SB-'DBA'. REFER TO NEW
DISTIRBUTION AS INDICATED BY SINGLE LINE DIAGRAM.
6. REMOVE CIRCUIT BREAKERS AND PROVIDE COVER PLATES.
7. LOCATED GENERATOR ANNUNCIATOR PANEL AND ATS STATUS MONITORING AT
ALCOVE IN OPEN OFFICE [112].
#
DESCRIPTION DATE
302
DP
8B
16 AWG (MIN) SINGLE PAIR BY LUMINAIRE MANUFACTURER
COORDINATE RUNS GREATER THAN 75' WITH MANUFACTURER
(TYP)
TYP "A_" SERIES LUMINAIRE
PER PLANS (TYP)
PLAYBACK BUTTON STATION
SEE KEYNOTE 1, SHEET E3.1
DMX CONTROL DRIVER, LUMINAIRE POWER SUPPLY
600W, 32 CHANNEL
BRIGHTLINE MODEL REM-PWR/CNTRL-DRVR
DP1-1
DMX PATCH CABLE WITH
5-PIN XLR CONNECTORS
LIGHING CONTROL CONSOLE IN
BROADCAST CONTROL ROOM 133
(1) DMX UNIVERSE
24 FIXTURE
JANDS MODEL JND-STAGE-CL-US OR
COMPARABLE BY ETC OR VARI-LITE
CONTROL CABLING
PER MANUFACTURER
DMX CONTROL CABLE
BELDEN 9729
VOLTAGE BARRIER
DMX IN
4 5/8"
4
1
/
2
"
3 1/2"
1. THE CONTROL SYSTEM DIAGRAM IS PROVIDED FOR CONCEPTUAL PURPOSES AND TO
COMMUNICATE DESIGN INTENT AND IS NOT INTENDED FOR CONSTRUCTION.
2. FURNISH AND INSTALL A COMPLETE AND OPERATIONAL SYSTEM. PROVIDE A COMPLETE
SYSTEM RISER SHOP DRAWINGS FOR SUBMITTAL.
3. PROVIDE STANDARD STARTUP SERVICES INCLUDING ON-SITE PROGRAMMING, TESTING,
TRAINING, COMMISSIONING, SCENE SETTINGS, AND 5 YEAR WARRANTY FOR ALL LIGHTING
CONTROL SEQUENCES.
4. REVIEW AND ADJUST LIGHTING SEQUENCES, SCENES, AND DIMMING LEVELS WITH THE
OWNER DURING SYSTEM START-UP AND PROGRAMMING.
CONTROL DIAGRAM NOTES:
Exp. 6-30-2023
E
LACIRTCL
E
Lic. E16934
E
T
A
T
S
ROFILACFO
N
AI
F
D P R O ESS IONA
L
E
N
G
I
N
E
ERREGISTERE
NEST O R C .I GNACI
O
,
J
R
.
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
E0.3
LUMINAIRE
SCHEDULE
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
REFER TO SPECIFICATION SECTIONS LED LIGHTING 26 51 19 FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
INTERIOR CORRELATED COLOR TEMPERATURE 3500K, COLOR RENDERING INDEX (CRI) AT OR ABOVE 85, UNLESS NOTED OTHERWISE.
EXTERIOR CORRELATED COLOR TEMPERATURE 3500K, COLOR RENDERING INDEX (CRI) AT OR ABOVE 85, UNLESS NOTED OTHERWISE.
CATALOG NUMBER SHALL NOT BE CONSIDERED COMPLETE AND MATERIAL SHALL NOT BE ORDERED BY MANUFACTURER AND CATALOG NUMBER ONLY. THE COMPLETE DESCRIPTION AND THE
SPECIFICATION SHALL BE COORDINATED WITH THE CATALOG NUMBER TO DETERMINE THE EXACT MATERIAL AND ACCESSORIES TO BE ORDERED. THE FIRST MANUFACTURER LISTED IS THE BASIS OF
DESIGN.
VERIFY AND COORDINATE ALL CEILING TYPES WITH LUMINAIRE MOUNTING AND TRIM REQUIREMENTS PRIOR TO THE RELEASE OF THE LUMINAIRE ORDER.
CONFIRM ALL COLORS AND FINISHES OF ALL LUMINAIRE COMPONENTS WITH ARCHITECT AND INTERIOR DESIGNER PRIOR TO THE RELEASE OF THE LUMINAIRE ORDER.
UNLESS INDICATED ON LIGHTING PLANS OR BELOW, REFER TO ARCHITECTURAL AND INTERIOR DESIGN ELEVATIONS, SECTIONS AND DETAILS FOR ALL SUSPENDED AND WALL MOUNTED LUMINAIRE
MOUNTING HEIGHTS.
DMX - DIGITAL MULTIPLEX EM - EMERGENCY BATTERY ML - MULTI-LEVEL SWITCHING O - OTHER (SEE DESCRIPTION)
DALI - DIGITAL ADDRESSABLE ELV - ELECTRONIC LOW VOLTAGE LINE - LINE VOLTAGE DIMMING REM - REMOTE
0-10V - 0-10V DIMMING EB - ELECTRONIC HL - HIGH/LOW (100%/50%) STEP DIM MV - MULTI-VOLTAGE ELECTRONIC
(TYPE) DRIVER:
PL - POLE O - OTHER (SEE DESCRIPTION)DLED - DYNAMIC TUNABLE LED WLED - WARM DIM LED
P - PERIMETER WL - WALL OLED - ORGANIC LED RLED - RETROFIT LED
FR - FLANGED RECESSED UC - UNDER CABINET TLED - TUBULAR LED LAMP RGBA - COLOR CHANGING + AMBER
CV - COVE SU - SURFACE LED - LIGHT EMITTING DIODE RGBW - COLOR CHANGING + WHITE
CL - CEILING SURFACE SP - SUSPENDED (TYPE) LED RGB - COLOR CHANGING LED
(MTG) MOUNTING:RE - RECESSED (WATT) PER: FIX - FIXTURE, FT - FOOT, LAMP
CFSA - COLOR-FINISH SELECTION BY ARCHITECT [DESIGN SPECIFIC BLANKS]
PAF - PAINT AFTER FABRICATION WW - WALL WASH K - KSH12 .125" ACRYLIC O - OTHER (SEE DESCRIPTION)
FINISH:VWD - VERY WIDE G - TEMPERED GLASS SS - SEMI-SPECULAR CLEAR
RS - REGRESSED STEEL V - ANSI/IES TYPE 5 DISTRIBUTION WD - WIDE F - FROSTED ACRYLIC R - HIGH IMPACT DR ACRYLIC
RA - REGRESSED ALUMINUM IV - ANSI/IES TYPE 4 DISTRIBUTION MD - MEDIUM C - CLEAR ALZAK P - POLYCARBONATE
FS - FLAT STEEL III - ANSI/IES TYPE 3 DISTRIBUTION SP - SPOT B - BAFFLE/LOUVER N - NONE
FA - FLAT ALUMINUM II - ANSI/IES TYPE 2 DISTRIBUTION NSP - VERY NARROW SPOT A - .125" ACRYLIC M - MATTE DIFFUSE CLEAR
(DESC) DOOR:DISTRIBUTION:BEAMWIDTH:(L/L) LENS/LOUVER:K19 - KSH19 .156" ACRYLIC
LED LUMINAIRE SCHEDULE
ITEM DESCRIPTION L/L MTG
DIMENSIONS WATT LED DRIVER
MANUFACTURER AND MODELL W H DIA.
ANSI
WATTS PER TYPE QTY
DELIVERED
LUMENS
(MIN)VOLTS TYPE
A1 RECESSED ADJUSTABLE BROADCAST FLOOD
STEEL HOUSING WITH ALUMINUM HEAT SINK
FLOOD OPTIC
25° TO 50° TILT
REMOTE DMX DRIVER
O RE 2'-0" 6" 4 5/8" 32 W FIX LED 1 2163
97 CRI
120 V DMX
REM
BRIGHTLINE - FLEX-T1-L35-F-I
SERIES
A2 RECESSED ADJUSTABLE BROADCAST FLOOD
STEEL HOUSING WITH ALUMINUM HEAT SINK
FLOOD OPTIC
25° TO 50° TILT
24"X24" MOUNTING PAN W/ 45° ORIENTATION
REMOTE DMX DRIVER
O RE 2'-0" 2'-0" 4 5/8" 32 W FIX LED 1 2163
97 CRI
120 V DMX
REM
BRIGHTLINE - FLEX-T1-L35-F-I45
SERIES
F1 FLAT PANEL, 2' X 4' EDGE-LIT, PMMA LIGHT
GUIDE PLATE
M RE 4'-0" 2'-0" 1
115/12
8"
39 W FIX LED 1 5587 120 V 0-10V LITHONIA LIGHTING
STAKP 2X4 5000LM 80CRI 40K COL
MIN10 ZT MVOLT
OR APPROVED EQUAL
F1D FLAT PANEL, 2' X 4' EDGE-LIT, PMMA LIGHT
GUIDE PLATE
M RE 4'-0" 2'-0" 1
115/12
8"
39 W FIX LED 1 5587 120 V 0-10V WHISPER
F2 FLAT PANEL, 2' X 2' EDGE-LIT, PMMA LIGHT
GUIDE PLATE
M RE 2'-0" 2'-0" 1
115/12
8"
23 W FIX LED 1 3262 120 V 0-10V LITHONIA LIGHTING
STAKP 2X2 3000LM 80CRI 40K COL
MIN10 ZT MVOLT
OR APPROVED EQUAL
F3 WALL SCONCE LED, BRUSHED NICKEL
FINISH, PLASTIC, WHITE ACRYLIC DIFFUSER
O WL 3 3/4" 8" 10 3/4" 18 W FIX LED 1 925 120 V 0-10V KICKLER, MODEL 11319NILED
F4 WALL PACK G WL 9
13/128
"
9 1/2" 10 1/2" 47 W FIX LED 1 5,896 120 V 0-10V LITHONIA LIGHTING
WPX2-40K-MVOLT-DDBXD
OR APPROVED EQUAL
F5 DOWNLIGHT 7'', ROUND EDG, WHITE FINISH B RE 1" 7" 16 W FIX LED 1 1,000 120 V 0-10V JUNO,
JSF-7IN10LM-35K-90CRI-MVOLT-W
H
F6 LED TRIP LIGHT, BAKED WHITE ENAMEL
FINISH, SWITCHABLE LUMENS, DIFFUSE
ACRYLIC LENS
O CL 4'-0" 2
159/25
6"
1 1/2" 9 W FT LED 1 4289 120 V 0-10V LITHONIA LIGHTING, CSS L48
ALO3 MVOLT 25K 80CRI
F7 44’’ WIDE LED BATH BAR, BRIGHT SATIN
WHITE
O SU 3'-8" 2
159/25
6"
1 1/2" 35 W FIX LED 1 4289 120 V 0-10V SONNEMAN, MODEL 3834.03
F8 4’ LINEAR WALL MOUNTED LED FOR
STAIRWELLS, MATTE WHILE OPAL ACRYLIC
O WL 4'-0"4 5/8" 32 W FIX LED 1 120 V 2-10% LITHONIA LIGHTING,
WC-2-32-MVOLT- GEB10IS
F9 LITHONIA LIGHTING, 3’’ ELEVATORS LED
DOWNLIGHT, ALUMINUM DIE CAST OUTER
FRAM, OIL RUBBED BRONZE NICKEL
M RE 1
13/128
"
3" 8 W FIX LED 1 550 120 V 0-10V LITHONIA LIGHTING, WF3 LED 30K
MW ORB
F10 DECORATIVE TRACK LIGHTING, MESH BACK
TRACK KIT INCLUDES 4’ TRACK 120V,
FLOATING FEED, MR16GU10 LED AND
ADJUSTBLE TRACKHEAD
O SU 3 3/8" 2 1/4" 6 3/8" 0" 5 W FIX LED 1 300 120 V 0-10V LITHONIA LIGHTING
LTKMSBK-MR16GU10LED-27K-MW
F11 2X4’ LED TROFFER, LENS SIDE WET
LOCATION, DIE-FORMED FLAT STEEL DOOR
A SU 4'-0" 2'-0" 3 3/4" 33 W FIX LED 1 4650 120 V 0-10V ADVANTAGE ENVIRONMENTAL
LIGHTING,
LTCWL4-35-SL-A12-M-FK24
F12 ID+ 6’’ LED DOWNLIGHT, 0.5-2.5’’ THICKNESS,
WET LOCATION, CLEAR DIFFUSE
O RE 6" 6" 17 W FIX LED 1 1500 120 V 0-10V FOCAL PONT,
LC6-RD-2000L-30K-DN-WH-WP-WL
P1 AREA LIGHTING, TYPE 4M, 4000K, B3,U0,G4.
ACRYLIC LENS
PL 1'-10" 1'-3" 5 1/2" 241 W FIX LED 1 26,996 208 V 0-10V LITHONIA LIGHTING DSX1 LED P9
40K T4M MVOLT
P2 AREA LIGHTING, TYPE 4M, 4000K, B3,U0,G4.
ACRYLIC LENS
PL 1'-10" 1'-3" 5 1/2" 482 W FIX LED 1 53,992 208 V 0-10V LITHONIA LIGHTING DSX1 LED P9
40K T4M MVOLT
P3 ROUND ALUMINUM BOLLARD, MOLDED
SILICONE GASKETS, CROWNED TOP,
OPTICAL SYSTEM IS IP66 RATED,
SYMMETRICAL DISTRIBUTION.
O 3'-6" 8" 39 W FIX 0 208 V EB LITHONIA LIGHTING
KBA8 LED 16 700 30K SYM MVOLT
P4 FLOOD LIGHT, KNUCKLE MOUNTED,
ALUMINUM HOUSING, POWDER COAT FINISH
WL 10
77/128
"
6
115/12
8"
10
77/128
"
52 W FIX 0 208 V EB AEL
ACP0LED P10 MVOLT 44 3K TM BK
04
X1 LITHONIA LHQM LED O CL 1'-0" 2 1/4" 9"3 W FIX LED 1 210 120 V EM LITHONIA LIGHTING MAXILUME |
ELX-717
NOTES:
1. {L##} DENOTES THE LIGHTING SEQUENCE OF OPERATIONS FOR THIS SPACE.
2. [#B] PUSH BUTTON REFERS TO SCENE QUANTITY. CONTROL STATION SHALL BE CAPABLE OF [RAISE/LOWER AND]
SWITCHING ON/OFF FOR MULTIPLE SCENES AS INDICATED ON SHEETS AND THE LIGHTING SEQUENCE OF OPERATIONS {L##}.
COORDINATE QUANTITIES OF BUTTONS FOR CONTROL STATIONS WITH LIGHTING CONTROL MANUFACTURER.
3. [Z#] DENOTES LIGHTING CONTROL ZONE. PROVIDE SEPARATE CONTROL OF EACH CONTROLLED ZONE. LUMINAIRES
ASSOCIATED WITH THE SAME ZONE SHALL OPERATE TOGETHER WITHIN THE SAME PROGRAMMED SCENE.
4. a = SWITCH DESIGNATION FOR LIGHTING CONTROL
5. VERIFY AND COORDINATE ALL TIME CLOCK SETTINGS WITH OWNER PRIOR TO FINAL PROGRAMMING.
6. VERIFY AND COORDINATE ALL PUSH BUTTON WALL DEVICES AND QUANTITIES OF INDIVIDUAL BUTTONS WITH SCENES AND
ZONES PER LOCATION.
7. VERIFY AND COORDINATE ALL PUSH BUTTON QUANTITIES AND SCENE NAMES WITH OWNER PRIOR TO SUBMITTING
ENGRAVING TEMPLATE TO MANUFACTURER.
LIGHTING SEQUENCE OF OPERATION
PLAN ID LIGHTING SWITCHED
{LD1} Sequence: Lighting control provides occupancy control, manual switching.
ON:
Lights turn on using a wall control.
Lights turn on via occupancy sensor to 50% maximum output. Remaining 50% turn on via wall control
OFF:
Lights turn off using a wall controller.
Lights automatically turn off after the space has been vacant for 15 minutes
{LD2} Sequence: Lighting control provides occupancy control, timeclock
ON:
Lights turn on using a wall control.
ADJUST:
Lights are raised / lowered controlled using a wall controller, 10-100%.
OFF:
Lights turn off using a wall controller.
Lights automatically turn off after the space has been vacant for 15 minutes
{LD4D} Sequence: Lighting control provides occupancy control, manual dimming, and daylighting.
ON:
Lights turn on using a wall control.
Lights turn on via occupancy sensor to 50% maximum output
ADJUST:
Lights are raised / lowered controlled using a wall controller, 10-100%.
ADJUST daylighting:
Lights continuously adjust to daylight to maintain 35 Foot-Candles at +30" AFF. Daylight levels exceeding 150% of
maintained target shall turn lights off.
OFF:
Lights turn off using a wall controller.
Lights automatically turn off after the space has been vacant for 15 minutes
RECEPTACLE CONTROL:
Provide time clock control of receptacle outlets by the lighting control system.
{LD5D} Sequence: Lighting control provides occupancy control, manual dimming, daylighting control in this space.
ON:
Lights turn on using a wall control.
Lights turn on via occupancy sensor to 50% maximum output
ADJUST:
Lights are raised / lowered controlled using a wall controller, 10-100%.
ADJUST daylighting:
Lights continuously adjust to daylight to maintain 35 Foot-Candles at +30" AFF. Daylight levels exceeding 150% of
maintained target shall turn lights off.
OFF:
Lights turn off using a wall controller.
Lights automatically turn off after the space has been vacant for 15 minutes
RECEPTACLE CONTROL:
Provide time clock control of receptacle outlets by the lighting control system.
{LD5} Sequence: Lighting control provides occupancy control, and manual dimming
ON:
Lights turn on using a wall control.
Lights turn on via occupancy sensor to 50% maximum output
ADJUST:
Lights are raised / lowered controlled using a wall controller, 10-100%.
OFF:
Lights turn off using a wall controller.
Lights automatically turn off after the space has been vacant for 15 minutes
{LD6D} Sequence: Lighting control provides occupancy control, manual dimming, daylighting, timeclock, and emergency lighting
control in this space.
ON:
General lights turn on using a wall control.
General lights turn on via occupancy sensor to 100% maximum output
General lighting control zones shall not exceed 600 square feet of space, refer to plans.
ADJUST:
General lights are raised / lowered controlled using a wall controller, 50-100%.
ADJUST (daylighting):
General lights continuously adjust to daylight to maintain 50 Foot-Candles at +30" AFF. The setting of the manual wall
controller shall define the maximum dimmer output for the daylight zone (less of manual control value and daylight maintained
level).Daylight levels exceeding 150% of maintained target shall turn lights off.
OFF:
General lights turn off using a wall controller.
General and Task lights automatically turn off after the space has been vacant for 15 minutes
RECEPTACLE CONTROL:
Provide time clock control of receptacle outlets by the lighting control system.
{LD14} 'Sequence: Lighting control provides [occupancy] control, timeclock, HVAC control, fire alarm override, and emergency
lighting control in this space.
ON:
Lights turn on via occupancy sensor to [100]% maximum output
ADJUST:
Lights are raised / lowered controlled via occupancy control, lowered to 50% after the space has been vacant for 15 minutes,
OFF:
Lights turn off via timeclock [60] minutes after facility close
FIRE ALARM OVERRIDE CONTROL:
Provide fire alarm system override of lights to 100% on]
EMERGENCY CONTROL:
OVERRIDE: The emergency lights are controlled the same as normal lights. When normal power fails the switched
emergency lights turn on; 100% full output. When the fire alarm system is in alarm the switched emergency lights turn on.
The BCELTS UL924 / UL1008 device shall bypass local lighting controls. The fire alarm system shall override the local
lighting controls. The lights shall remain on for 15 minutes minimum after normal power is restored or fire alarm is reset.
{LD15} Sequence: Lighting control provides [occupancy] control, timeclock, HVAC control, fire alarm override, and emergency lighting
control in this space.
ON:
Lights turn on via occupancy sensor to [100]% maximum output
ADJUST:
Lights are raised / lowered controlled via occupancy control, lowered to 50% after the space has been vacant for 15 minutes,
OFF:
Lights turn off via timeclock [60] minutes after facility close
FIRE ALARM OVERRIDE CONTROL:
Provide fire alarm system override of lights to 100% on]
EMERGENCY CONTROL:
OVERRIDE: The emergency lights are controlled the same as normal lights. When normal power fails the switched
emergency lights turn on; 100% full output. Local lighting control is resumed when normal power restored
{LD16D} Sequence: Lighting control provides occupancy control, manual dimming, daylighting, timeclock, , and emergency lighting
control in this space.
ON:
Lights turn on using a wall control.
Lights turn on via occupancy sensor to 50% maximum output
ADJUST:
Lights are raised / lowered controlled using a wall controller, 10-100%.
ADJUST daylighting:
Lights continuously adjust to daylight to maintain 20 Foot-Candles at +30" AFF.
OFF:
Lights turn off using a wall controller.
Lights automatically turn off after the space has been vacant for 60 minutes
EMERGENCY CONTROL:
OVERRIDE: The emergency lights are controlled the same as normal lights. When normal power fails the switched
emergency lights turn on; 100% full output. Local lighting control is resumed when normal power restored.
{LS8SU} Sequence: Lighting control provides occupancy control, manual switching, HVAC control in this space.
ON:
Lights turn on using a wall control.
OFF:
Lights turn off using a wall controller.
Lights automatically turn off after the space has been vacant for 15 minutes.
HVAC CONTROL:
Exhaust fan is turned on with lights and turned off after the space has been vacant for 15 minutes.
{LS8V} Sequence: Lighting control provides occupancy control, manual switching, HVAC control in this space.
ON:
Lights turn on using a wall control.
Lights turn on via occupancy sensor to 50 100% maximum output. Remaining 50% turn on via wall control
OFF:
Lights turn off using a wall controller.
Lights automatically turn off after the space has been vacant for 15 minutes
HVAC CONTROL:
Exhaust fan is turned on with lights and turned off after the space has been vacant for 15 minutes.
{LS9<} Sequence: Lighting control provides occupancy control, and manual switching.
ON:
Lights turn on using a wall control.
Lights turn on via occupancy sensor to 50% maximum output. Remaining 50% turn on via wall control
OFF:
Lights turn off using a wall controller.
Lights automatically turn off after the space has been vacant for 15 minutes
{LS9>} Sequence: Lighting control provides occupancy control, manual switching, HVAC control in this space.
ON:
Lights turn on using a wall control.
Lights turn on via occupancy sensor to 100% maximum output.
OFF:
Lights turn off using a wall controller.
Lights automatically turn off after the space has been vacant for 15 minutes
{LS18ME} Sequence: Lighting control provides manual switching lighting control in this space.
ON:
Lights turn on using a wall control.
OFF:
Lights turn off using a wall controller.
OVERRIDE: The emergency lights are controlled the same as normal lights. When normal power fails the switched
emergency lights turn on;100% full output. When the fire alarm system is in alarm the switched emergency lights turn on.
The BCELTS UL924 / UL1008 device shall bypass local lighting controls. The fire alarm system shall override the local
lighting controls. The lights shall remain on for 15 minutes minimum after normal power is restored or fire alarm is reset.
{LS51} Sequence: Lighting control provides manual override service, timeclock in this space.
ON:
Site building facade lights turn on using astronomical time clock 60 minutes prior to facility business operation opening.
Site lights turn on using a manual override wall control located in the main electrical room #105. Refer to plans.
OFF:
Site building facade lights turn off using astronomical time clock 60 minutes after facility business operation close.
Site lights turn on using a manual override wall control.
TIME CLOCK CHARACTERISTICS: Astronomical time clock, 7 / 365 day - 24 hour - holiday setback scheduling, program
and power backup for 24 hours.
12" = 1'-0"
BROADCAST LIGHTING CONTROL DIAGRAM13" = 1'-0"
DP1 - DMX IN W/ RECEPTACLE - RECESSED2
DESCRIPTION DATE
3-20-23
303
Exp. 6-30-2023
E
LACIRTCL
E
Lic. E16934
E
T
A
T
S
ROFILACFO
N
AI
F
D P R O ESS IONA
L
E
N
G
I
N
E
ERREGISTERE
NEST O R C .I GNACI
O
,
J
R
.
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
12-12-2022
E0.4
PANEL
SCHEDULES
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
CIRCUIT KEY NOTES:
*TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL.
TOTAL ESTIMATED DEMAND AMPS:53.5 A
TOTAL CONNECTED AMPS:47.01 A
Receptacles 0.36 kVA 100.00%0.36 kVA TOTAL ESTIMATED DEMAND LOAD:19.279 kVA
Power 7.2 kVA 100.00%7.2 kVA TOTAL CONNECTED LOAD:16.93 kVA
Lighting 9.375 kVA 125.00%11.719 kVA
LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTALS*
LOAD SUMMARY
Total Amps:47.00 70.75 28.35
Total Load:5.34 kVA 8.19 kVA 3.40 kVA
41 42
39 E4-OP-OFFICE-112-POWER 20 A 1 0.9 0.9 1 20 A D5-OP-OFFICE-112-POWER 40
37 E4-OP-OFFICE-112-POWER 20 A 1 0.9 0.9 1 20 A D5-OP-OFFICE-112-POWER 38
35 E4-OP-OFFICE-112-POWER 20 A 1 0.9 0.9 1 20 A D5-OP-OFFICE-112-POWER 36
33 E4-OP-OFFICE-112-POWER 20 A 1 0.9 0.9 1 20 A D5-OP-OFFICE-112-POWER 34
31 ------ -- -- 1 --SPACE 32 --
-- 29 SPACE -- 1 -- -- -- ---- -- -- -- -- -- 1 --SPACE 30 --
-- 27 ------ -- -- -- --0 ---- -- -- -- 1 --SPACE 28 --
25 FRONT PATIO LIGHTING 20 A 2 0.55 ---- -- -- -- 1 --SPACE 26 --
-- 23 SPACE -- 1 -- -- -- ---- -- -- -- -- -- 1 --SPACE 24 --
-- 21 SPACE -- 1 -- -- -- ---- ---- -- -- -- 1 --SPACE 22 --
19 BUILDING EXTERIOR LTG 20 A 1 0.26 ---- -- -- -- 1 --SPACE 20 --
-- 17 ------ -- -- -- --0.8 0 1 20 A BUILDING SIGANAGE 18
15 SITE/PARKING LOT LTG 20 A 2 0.8 1.2 1 20 A SIGN(1)16
-- 13 SPACE -- 1 -- -- -- -- -- ---- -- -- -- 1 --SPACE 14 --
-- 11 STAIRWELL LTG 20 A 1 -- -- -- --0 -- -- -- -- -- 1 --SPACE 12 --
-- 9 SPACE -- 1 -- -- -- ---- ---- -- -- -- 1 --SPACE 10 --
7 GENERATOR YARD LTG 20 A 1 0.57 0.76 1 20 A BROADCAST DMX DRIVER 8
5 3TH-QUADRANT-LGT 20 A 1 0.79 0.01 1 20 A ROOM 133-TRACKING LIGHT 6
3 MIDDLE-1ST-FLOOR-LTG 20 A 1 1.15 1.44 1 20 A 2ND-QUADRANT-LTG 4
1 1ST-QUADRANT-LGT 20 A 1 0.68 0.72 1 20 A 4TH-QUADRANT-LGT 2
K
E
Y
CKT
NO.LOAD DESCRIPTION
OCPD
AMPS P
WIRE
SIZE
H N G
VD
%
A B C VD
%
WIRE
SIZE
G N H
OCPD
P AMPS LOAD DESCRIPTION
CKT
NO.
K
E
Y
NOTES:
ISC UNKNOWN 0.00 kA
SCCR:65 kA
LOCATION:ELEC. RM 105 WIRE:4
FED FROM:0 A/0P @ MS GROUND BUS PHASE:3
ENCLOSURE:NEMA PB 1 SOLID NEUTRAL VOLTS:120/208 Wye
MOUNTING:SURFACE MAIN:100 A MCB
(E) PANEL 1L
CIRCUIT KEY NOTES:
*TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL.
TOTAL ESTIMATED DEMAND AMPS:12.5 A
TOTAL CONNECTED AMPS:12.10 A
TOTAL ESTIMATED DEMAND LOAD:4.504 kVA
Power 0.929 kVA 100.00%0.929 kVA TOTAL CONNECTED LOAD:4.36 kVA
Motor 3.432 kVA 104.17%3.575 kVA
LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTALS*
LOAD SUMMARY
Total Amps:12.97 14.76 9.53
Total Load:1.50 kVA 1.72 kVA 1.14 kVA
-- 41 SPACE -- 1 -- -- -- ---- -- -- -- -- -- 1 --SPACE 42 --
-- 39 SPACE -- 1 -- -- -- ---- ---- -- -- -- 1 --SPACE 40 --
-- 37 SPACE -- 1 -- -- -- -- -- ---- -- -- -- 1 --SPACE 38 --
-- 35 SPACE -- 1 -- -- -- ---- -- -- -- -- -- 1 --SPACE 36 --
-- 33 SPACE -- 1 -- -- -- ---- ---- -- -- -- 1 --SPACE 34 --
-- 31 SPACE -- 1 -- -- -- -- -- ---- -- -- -- 1 --SPACE 32 --
-- 29 SPACE -- 1 -- -- -- ---- -- -- -- -- -- 1 --SPACE 30 --
-- 27 SPACE -- 1 -- -- -- ---- ---- -- -- -- 1 --SPACE 28 --
-- 25 SPACE -- 1 -- -- -- -- -- ---- -- -- -- 1 --SPACE 26 --
-- 23 SPACE -- 1 -- -- -- ---- -- -- -- -- -- 1 --SPACE 24 --
-- 21 ------ -- -- -- --0.29 ---- -- -- -- 1 --SPACE 22 --
19 FC-6 15 A 2 0.29 ---- -- -- -- 1 --SPACE 20 --
-- 17 ------ -- -- -- --0.29 -- -- -- -- -- 1 --SPACE 18 --
15 FC-7 15 A 2 0.29 ---- -- -- -- 1 --SPACE 16 --
-- 13 ------ -- -- -- -- 0.29 ---- -- -- -- 1 --SPACE 14 --
11 FC-4 15 A 2 0.29 -- -- -- -- -- 1 --SPACE 12 --
-- 9 ------ -- -- -- --0.29 0.29 -- -- -- -- -- ----10 --
7 FC-3 15 A 2 0.29 0.29 2 15 A FC-5 8
-- 5 ------ -- -- -- --0.29 0.29 -- -- -- -- -- ----6 --
3 FC-2 15 A 2 0.29 0.29 2 15 A FC-1 4
1 EF-1-RM 130A & EF-3- 107 20 A 1 0.19 0.17 1 20 A EF-3 103 & EF-2-102 & 104 2
K
E
Y
CKT
NO.LOAD DESCRIPTION
OCPD
AMPS P
WIRE
SIZE
H N G
VD
%
A B C VD
%
WIRE
SIZE
G N H
OCPD
P AMPS LOAD DESCRIPTION
CKT
NO.
K
E
Y
NOTES:
ISC UNKNOWN 0.00 kA
SCCR:65 kA
LOCATION:ELEC. RM 105 WIRE:4
FED FROM:0 A/0P @ MS GROUND BUS PHASE:3
ENCLOSURE:NEMA PB 1 SOLID NEUTRAL VOLTS:120/208 Wye
MOUNTING:SURFACE MAIN:200 A MLO
(E) PANEL 1H
CIRCUIT KEY NOTES:
*TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL.
TOTAL ESTIMATED DEMAND AMPS:71.9 A
TOTAL CONNECTED AMPS:93.38 A
TOTAL ESTIMATED DEMAND LOAD:25.92 kVA
Receptacles 25.44 kVA 69.65%17.72 kVA TOTAL CONNECTED LOAD:33.64 kVA
Power 8.2 kVA 100.00%8.2 kVA
LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTALS*
LOAD SUMMARY
Total Amps:92.88 90.00 98.22
Total Load:11.10 kVA 10.80 kVA 11.74 kVA
-- 41 ------ -- -- -- --0 -- -- -- -- -- 1 --SPACE 42 --
39 GEN SPACE HTR 20 A 2 0 ---- -- -- -- 1 --SPACE 40 --
37 GEN JACKET WATER HTR 20 A 1 0 0 1 20 A GEN BATTERY CHARGER 38
35 PUBLIC COUNTER- recept 20 A 1 1.08 0 1 20 A AUTO DOOR OPENER 36
33 B5-OP-OFFICE-Power 20 A 1 0.9 0.9 1 20 A C4-OP-OFFICE-Power 34
31 B5-OP-OFFICE-Power 20 A 1 0.9 0.9 1 20 A C4-OP-OFFICE-Power 32
29 B5-OP-OFFICE-Power 20 A 1 0.9 0.9 1 20 A C4-OP-OFFICE-Power 30
27 B5-OP-OFFICE-Power 20 A 1 0.9 0.9 1 20 A C4-OP-OFFICE-Power 28
25 BREAK RM 107-Recept 20 A 1 1.2 0.54 1 20 A 110A-112A-Recept 26
23 RESTROOM 104 AND 102-Recept 20 A 1 0.9 1.2 1 20 A BREAK RM 107-Recept 24
21 STORAGE 141+HALLWAY Recept 20 A 1 0.36 0.72 1 20 A ELEC RM 105-Recept 22
19 CONFERENCE RM 134-Recept 20 A 1 1.26 1.08 1 20 A STORAGE 141-Recept 20
17 BREAK RM 107-Recept 20 A 1 1 1.08 1 20 A BROADCAST RM 133 -Recept 18
15 WEST COUNCIL 131-Recept 20 A 1 1.08 0.54 1 20 A COUNCIL 131-FLOOR BOX 16
13 COUNCIL 131-FLOOR BOX 20 A 1 0.18 0.18 1 20 A COUNCIL 131-FLOOR BOX 14
11 COUNCIL 131-Recept 20 A 1 0.9 1.08 1 20 A COUNCIL 131-Recept 12
9 STORAGE 130C-Recept 20 A 1 1.08 0.72 1 20 A COUNCIL 131-Recept 10
7 CEPW OFFICE-Recept 20 A 1 1.44 1.08 1 20 A COUNCIL LOBBY 130-Recept 8
5 CITY ENGR PW 118-Recept 20 A 1 1.44 1.26 1 20 A CD OFFICE 119-Recept 6
3 CD OFFICE 115-Recept 20 A 1 1.44 1.26 1 20 A CD OFFICE 116-Recept 4
1 CONF 111- Recept 20 A 1 1.08 1.26 1 20 A CD OFFICE 113-Recept 2
K
E
Y
CKT
NO.LOAD DESCRIPTION
OCPD
AMPS P
WIRE
SIZE
H N G
VD
%
A B C VD
%
WIRE
SIZE
G N H
OCPD
P AMPS LOAD DESCRIPTION
CKT
NO.
K
E
Y
NOTES:
ISC UNKNOWN 0.00 kA
SCCR:65 kA
LOCATION:ELEC. RM 105 WIRE:4
FED FROM:0 A/0P @ MS GROUND BUS PHASE:3
ENCLOSURE:NEMA PB 1 SOLID NEUTRAL VOLTS:120/208 Wye
MOUNTING:SURFACE MAIN:150 A MCB
(E) PANEL 1P
CIRCUIT KEY NOTES:
*TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL.
TOTAL ESTIMATED DEMAND AMPS:5.3 A
TOTAL CONNECTED AMPS:4.47 A
TOTAL ESTIMATED DEMAND LOAD:1.922 kVA
Power 0.36 kVA 100.00%0.36 kVA TOTAL CONNECTED LOAD:1.61 kVA
Lighting 1.25 kVA 125.00%1.562 kVA
LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTALS*
LOAD SUMMARY
Total Amps:8.97 0.59 5.04
Total Load:1.01 kVA 0.07 kVA 0.53 kVA
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 EMER LTG - 2ND FLOOR 20 A 1 0.53 18
15 STAIRWELL LTG 20 A 1 0.07 16
13 EMER LTG - 1ST FLOOR 20 A 1 0.64 0.01 1 20 A EMER LTF 14
-- 11 SPACE -- 1 -- -- -- ---- -- -- -- -- -- 1 --SPACE 12 --
-- 9 SPACE -- 1 -- -- -- ---- ---- -- -- -- 1 --SPACE 10 --
-- 7 SPACE -- 1 -- -- -- -- -- ---- -- -- -- 1 --SPACE 8 --
-- 5 SPACE -- 1 -- -- -- ---- -- -- -- -- -- 1 --SPACE 6 --
-- 3 SPACE -- 1 -- -- -- ---- ---- -- -- -- 1 --SPACE 4 --
1 FA BELL-Power 20 A 1 0.18 0.18 1 20 A FAA-PUBLIC COUNTER-Power 2
K
E
Y
CKT
NO.LOAD DESCRIPTION
OCPD
AMPS P
WIRE
SIZE
H N G
VD
%
A B C VD
%
WIRE
SIZE
G N H
OCPD
P AMPS LOAD DESCRIPTION
CKT
NO.
K
E
Y
NOTES:
ISC UNKNOWN 0.00 kA
SCCR:65 kA
LOCATION:ELEC. RM 105 WIRE:4
FED FROM:0 A/0P @ MS GROUND BUS PHASE:3
ENCLOSURE:NEMA PB 1 SOLID NEUTRAL VOLTS:120/208 Wye
MOUNTING:SURFACE MAIN:100 A MCB
(N) PANEL ELP
CIRCUIT KEY NOTES:
*TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL.
Receptacles 1.08 kVA 100.00%1.08 kVA TOTAL ESTIMATED DEMAND AMPS:67 A
Power 13.245 kVA 100.00%13.245 kVA TOTAL CONNECTED AMPS:61.90 A
Motor 1.144 kVA 112.50%1.287 kVA TOTAL ESTIMATED DEMAND LOAD:24.153 kVA
Lighting 6.833 kVA 125.00%8.541 kVA TOTAL CONNECTED LOAD:22.30 kVA
HVAC 0 kVA 0.00%0 kVA
LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTALS*
LOAD SUMMARY
Total Amps:87.71 67.82 38.21
Total Load:10.05 kVA 7.67 kVA 4.59 kVA
-- 41 SPACE -- 1 -- -- -- ---- -- -- -- -- -- 1 --SPACE 42 --
-- 39 SPACE -- 1 -- -- -- ---- ---- -- -- -- 1 --SPACE 40 --
-- 37 SPACE -- 1 -- -- -- -- -- ---- -- -- -- 1 --SPACE 38 --
35 36
33 34
-- 31 ------ -- -- -- -- 0.29 32
29 Motor 20 A 2 0.29 0 1 20 A BUILDING SIGNAGE 30
27 EF-1, EF-3, RM 207 AND 231 20 A 1 0.18 0.29 -- -- -- -- -- ----28 --
25 BREAK RM MONITOR 20 A 1 1 0.29 2 20 A Motor 26
23 EF-1, (2) EF-2 RM 102, AND 104 15 A 1 0.27 24
-- 21 SPACE -- 1 -- -- -- ---- 1.8 1 20 A IT RACK 22
-- 19 SPACE -- 1 -- -- -- -- -- 2.5 -- -- -- -- -- ----20 --
-- 17 SPACE -- 1 -- -- -- ---- 2.5 2 30 A IT RACK 18
-- 15 SPACE -- 1 -- -- -- ---- 2.5 -- -- -- -- -- ----16 --
13 CORRIDOR RECEPT 20 A 1 1.08 2.5 2 30 A IT RACK 14
-- 11 SPACE -- 1 -- -- -- ---- -- -- -- -- -- 1 --SPACE 12 --
-- 9 SPACE -- 1 -- -- -- ---- ---- -- -- -- 1 --SPACE 10 --
7 ------ -- -- 1 --SPACE 8 --
5 3TH-QUADRANT-LTG 20 A 1 1.53 -- -- -- -- -- 1 --SPACE 6 --
3 2ND-QUADRANT-LTG 20 A 1 1.43 1.47 1 20 A MIDDLE-2ND-FLOOR-LTG 4
1 FINANCE OFFICE-LTG 20 A 1 1.1 1.3 1 20 A 4TH-QUADRANT-LTG 2
K
E
Y
CKT
NO.LOAD DESCRIPTION
OCPD
AMPS P
WIRE
SIZE
H N G
VD
%
A B C VD
%
WIRE
SIZE
G N H
OCPD
P AMPS LOAD DESCRIPTION
CKT
NO.
K
E
Y
NOTES:
ISC UNKNOWN 0.00 kA
SCCR:65 kA
LOCATION:FILE RM 216 WIRE:4
FED FROM:0 A/0P @ MS GROUND BUS PHASE:3
ENCLOSURE:NEMA PB 1 SOLID NEUTRAL VOLTS:120/208 Wye
MOUNTING:RECESSED MAIN:100 A MCB
(E) PANEL 2L
CIRCUIT KEY NOTES:
*TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL.
TOTAL ESTIMATED DEMAND AMPS:83.4 A
TOTAL CONNECTED AMPS:123.94 A
Receptacles 39.48 kVA 62.66%24.74 kVA TOTAL ESTIMATED DEMAND LOAD:30.055 kVA
Power 4.6 kVA 100.00%4.6 kVA TOTAL CONNECTED LOAD:44.65 kVA
Motor 0.572 kVA 125.00%0.715 kVA
LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTALS*
LOAD SUMMARY
Total Amps:130.00 110.38 136.95
Total Load:15.29 kVA 13.25 kVA 16.12 kVA
41 FURN FEED #3 20 A 1 0.9 0.9 1 20 A FURN FEED #4 42
39 FURN FEED #3 20 A 1 0.9 0.9 1 20 A FURN FEED #4 40
37 FURN FEED #3 20 A 1 0.9 0.9 1 20 A FURN FEED #4 38
35 FURN FEED #3 20 A 1 0.9 0.9 1 20 A FURN FEED #4 36
33 FURN FEED #1 20 A 1 0.9 0.9 1 20 A FURN FEED #2 34
31 FURN FEED #1 20 A 1 0.9 0.9 1 20 A FURN FEED #2 32
29 FURN FEED #1 20 A 1 0.9 0.9 1 20 A FURN FEED #2 30
27 FURN FEED #1 20 A 1 0.9 0.9 1 20 A FURN FEED #2 28
25 HR MGR REEPT 20 A 1 0.9 0.9 1 20 A CITY CLERK RECEPT 26
23 OFFICE RECEPT 20 A 1 1.26 1 1 20 A COPY MACHINE 24
21 OFFICE RECEPT 20 A 1 1.08 1.08 1 20 A OFFICE RECEPT 22
19 REF 20 A 1 1.2 1.2 1 20 A REF 20
17 BREAKRM COUNTER RECEPT 20 A 1 2.4 1.2 1 20 A COPY MACHINE 18
15 CONF RM RECEPT 20 A 1 1.08 0.72 1 20 A BREAKRM RECEPT 16
13 OFFICE RECEPT 20 A 1 1.08 1.08 1 20 A PRC OFFICE RECEPT 14
11 OFFICE RECEPT 20 A 1 1.44 0.9 1 20 A OFFICE RECEPT 12
9 STORAGE RECEPT 20 A 1 0.54 0.72 1 20 A IT SERVER 10
7 FINANCE OFFICE RECEPT 20 A 1 1.62 1.08 1 20 A Receptacles 8
5 FINANCE OFFICE RECEPT 20 A 1 1.44 1.08 1 20 A PROG MGR RECEPT 6
3 CITY MGR OFFICE RECEPT 20 A 1 1.26 1.08 1 20 A CONF RM RECEPT 4
1 MGR OFFICE RECEPT 20 A 1 1.26 1.08 1 20 A RESTROOM RECEPT 2
K
E
Y
CKT
NO.LOAD DESCRIPTION
OCPD
AMPS P
WIRE
SIZE
H N G
VD
%
A B C VD
%
WIRE
SIZE
G N H
OCPD
P AMPS LOAD DESCRIPTION
CKT
NO.
K
E
Y
NOTES:
ISC UNKNOWN 0.00 kA
SCCR:65 kA
LOCATION:STOR. 215 WIRE:4
FED FROM:0 A/0P @ MS GROUND BUS PHASE:3
ENCLOSURE:NEMA PB 1 SOLID NEUTRAL VOLTS:120/208 Wye
MOUNTING:SURFACE MAIN:200 A MLO
(E) PANEL 2P
CIRCUIT KEY NOTES:
*TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL.
Receptacles 67.26 kVA 57.43%38.63 kVA TOTAL ESTIMATED DEMAND AMPS:733.6 A
Power 34.534 kVA 100.00%34.534 kVA TOTAL CONNECTED AMPS:782.17 A
Motor 162.537 kVA 104.16%169.292 kVA TOTAL ESTIMATED DEMAND LOAD:264.278 kVA
Lighting 17.458 kVA 125.00%21.822 kVA TOTAL CONNECTED LOAD:281.79 kVA
HVAC 0 kVA 0.00%0 kVA
LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTALS*
LOAD SUMMARY (INCLUDES ALL TUBS IN THIS PANEL)
12
11
10
9 PANEL '2HA'42.28 kVA 3 225 A 125 A
8 25HP ELEVATOR 27.02 kVA 2 100 A 100 A REFER TO SINGLE LINE DIAGRAM
7 PANEL '2H'88.99 kVA 3 400 A 300 A REFER TO SINGLE LINE DIAGRAM
6 PANEL '1PA'1.61 kVA 3 100 A 100 A REFER TO SINGLE LINE DIAGRAM
5 PANEL '2P'44.65 kVA 3 225 A 200 A REFER TO SINGLE LINE DIAGRAM
4 PANEL '2L'22.3 kVA 3 100 A 100 A REFER TO SINGLE LINE DIAGRAM
3 PANEL '1H'4.36 kVA 3 225 A 200 A REFER TO SINGLE LINE DIAGRAM
2 PANEL '1L'16.93 kVA 3 225 A 150 A REFER TO SINGLE LINE DIAGRAM
1 PANEL '1P'33.64 kVA 3 225 A 150 A REFER TO SINGLE LINE DIAGRAM
CKT LOAD DESCRIPTION LOAD POLES FRAME TRIP TYPE ACC.WIRE AND RACEWAY
CIRCUIT
KEY
NOTES:
ISC UNKNOWN 0 A
SCCR:65 kA
LOCATION:ELEC. RM 105 WIRE:4
FED FROM:0 A/0P @ GROUND BUS PHASE:3
ENCLOSURE:NEMA 1 SOLID NEUTRAL VOLTS:120/208 Wye
MAIN:1,200 A MCB
MS
CIRCUIT KEY NOTES:
*TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL.
TOTAL ESTIMATED DEMAND AMPS:121.5 A
TOTAL CONNECTED AMPS:117.36 A
TOTAL ESTIMATED DEMAND LOAD:43.79 kVA
TOTAL CONNECTED LOAD:42.28 kVA
Motor 42.28 kVA 103.57%43.79 kVA
LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTALS*
LOAD SUMMARY
Total Amps:129.71 129.71 100.67
Total Load:15.10 kVA 15.10 kVA 12.08 kVA
-- 41 SPACE -- 1 -- -- -- ---- -- -- -- -- -- 1 --SPACE 42 --
-- 39 SPACE -- 1 -- -- -- ---- ---- -- -- -- 1 --SPACE 40 --
-- 37 SPACE -- 1 -- -- -- -- -- ---- -- -- -- 1 --SPACE 38 --
-- 35 SPACE -- 1 -- -- -- ---- -- -- -- -- -- 1 --SPACE 36 --
-- 33 SPACE -- 1 -- -- -- ---- ---- -- -- -- 1 --SPACE 34 --
-- 31 SPACE -- 1 -- -- -- -- -- ---- -- -- -- 1 --SPACE 32 --
-- 29 SPACE -- 1 -- -- -- ---- -- -- -- -- -- 1 --SPACE 30 --
-- 27 SPACE -- 1 -- -- -- ---- ---- -- -- -- 1 --SPACE 28 --
-- 25 SPACE -- 1 -- -- -- -- -- ---- -- -- -- 1 --SPACE 26 --
-- 23 SPACE -- 1 -- -- -- ---- -- -- -- -- -- 1 --SPACE 24 --
-- 21 SPACE -- 1 -- -- -- ---- ---- -- -- -- 1 --SPACE 22 --
-- 19 SPACE -- 1 -- -- -- -- -- ---- -- -- -- 1 --SPACE 20 --
-- 17 SPACE -- 1 -- -- -- ---- -- -- -- -- -- 1 --SPACE 18 --
-- 15 ------ -- -- -- --3.02 ---- -- -- -- 1 --SPACE 16 --
13 CU-7 40 A 2 3.02 14
-- 11 ------ -- -- -- --3.02 3.02 -- -- -- -- -- ----12 --
9 CU-5 40 A 2 3.02 3.02 2 40 A CU-6 10
-- 7 ------ -- -- -- -- 3.02 3.02 -- -- -- -- -- ----8 --
5 CU-3 40 A 2 3.02 3.02 2 40 A CU-4 6
-- 3 ------ -- -- -- --3.02 3.02 -- -- -- -- -- ----4 --
1 CU-1 40 A 2 3.02 3.02 2 40 A CU-2 2
K
E
Y
CKT
NO.LOAD DESCRIPTION
OCPD
AMPS P
WIRE
SIZE
H N G
VD
%
A B C VD
%
WIRE
SIZE
G N H
OCPD
P AMPS LOAD DESCRIPTION
CKT
NO.
K
E
Y
NOTES:
ISC UNKNOWN 0.00 kA
SCCR:65 kA
LOCATION:WIRE:4
FED FROM:0 A/0P @ MS GROUND BUS PHASE:3
ENCLOSURE:NEMA 3R SOLID NEUTRAL VOLTS:120/208 Wye
MOUNTING:SURFACE MAIN:200 A MCB
PANEL 2HA
CIRCUIT KEY NOTES:
*TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL.
TOTAL ESTIMATED DEMAND AMPS:257.8 A
TOTAL CONNECTED AMPS:247.01 A
TOTAL ESTIMATED DEMAND LOAD:92.885 kVA
Receptacles 0.9 kVA 100.00%0.9 kVA TOTAL CONNECTED LOAD:88.99 kVA
Motor 88.09 kVA 104.42%91.985 kVA
LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTALS*
LOAD SUMMARY
Total Amps:256.60 249.10 238.66
Total Load:30.63 kVA 29.73 kVA 28.64 kVA
-- 41 SPACE -- 1 -- -- -- ---- -- -- -- -- -- 1 --SPACE 42 --
-- 39 SPACE -- 1 -- -- -- ---- ---- -- -- -- 1 --SPACE 40 --
-- 37 ------ -- -- -- -- 1.41 ---- -- -- -- 1 --SPACE 38 --
35 IU/OU-1 20 A 2 1.41 1.41 -- -- -- -- -- ----36 --
-- 33 ------ -- -- -- --2.5 1.41 2 20 A IU/OU-2 34
31 IU/OU-3 40 A 2 2.5 0.9 1 20 A ROOF SERVICE RECEPT 32
-- 29 ------ -- -- -- --5.19 1.43 -- -- -- -- -- ----30 --
-- 27 ------ -- -- -- --5.19 1.43 -- -- -- -- -- ----28 --
25 AC-9 60 A 3 5.19 1.43 3 20 A AC-9 POWER EXHAUST 26
-- 23 ------ -- -- -- --1.92 2.79 -- -- -- -- -- ----24 --
-- 21 ------ -- -- -- --1.92 2.79 -- -- -- -- -- ----22 --
19 (E) AC-1 30 A 3 1.92 2.79 3 40 A AC-6 20
-- 17 ------ -- -- -- --3.15 2.79 -- -- -- -- -- ----18 --
-- 15 ------ -- -- -- --3.15 2.79 -- -- -- -- -- ----16 --
13 (E) AC-4 40 A 3 3.15 2.79 3 40 A AC-5 14
-- 11 ------ -- -- -- --2.16 1.92 -- -- -- -- -- ----12 --
-- 9 ------ -- -- -- --2.16 1.92 -- -- -- -- -- ----10 --
7 (E) AC-8 30 A 3 2.16 1.92 3 30 A (E) AC-7 8
-- 5 ------ -- -- -- --1.68 2.79 -- -- -- -- -- ----6 --
-- 3 ------ -- -- -- --1.68 2.79 -- -- -- -- -- ----4 --
1 (E) AC-2 20 A 3 1.68 2.79 3 20 A AC-3 2
K
E
Y
CKT
NO.LOAD DESCRIPTION
OCPD
AMPS P
WIRE
SIZE
H N G
VD
%
A B C VD
%
WIRE
SIZE
G N H
OCPD
P AMPS LOAD DESCRIPTION
CKT
NO.
K
E
Y
NOTES:
ISC UNKNOWN 0.00 kA
SCCR:65 kA
LOCATION:WIRE:4
FED FROM:0 A/0P @ MS GROUND BUS PHASE:3
ENCLOSURE:NEMA 3R SOLID NEUTRAL VOLTS:120/208 Wye
MOUNTING:SURFACE MAIN:100 A MCB
(E) PANEL 2H
DESCRIPTION DATE
304
Exp. 6-30-2023
E
LACIRTCL
E
Lic. E16934
E
T
A
T
S
ROFILACFO
N
AI
F
D P R O ESS IONA
L
E
N
G
I
N
E
ERREGISTERE
NEST O R C .I GNACI
O
,
J
R
.
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
12-12-2022
E0.5
TITLE 24 INDOOR
LIGHTING
CERTIFICATE
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
DESCRIPTION DATE
305
Exp. 6-30-2023
E
LACIRTCL
E
Lic. E16934
E
T
A
T
S
ROFILACFO
N
AI
F
D P R O ESS IONA
L
E
N
G
I
N
E
ERREGISTERE
NEST O R C .I GNACI
O
,
J
R
.
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
12-12-2022
E0.6
TITLE 24
OUTDOOR
LIGHTING
CERTIFICATE
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
DESCRIPTION DATE
306
F2
MH: 9
F2
MH: 9
F2
MH: 9
F1
MH: 10.33
F1
MH: 9
F1
MH: 9
F1
MH: 9
F1
MH: 9
F2
MH: 9
F1
MH: 9
F1
MH: 10.33
F1
MH: 10.33
F1
MH: 10.33
F2
MH: 9
F2
MH: 9
F1
MH: 9
F1
MH: 9
F2
MH: 9
1.2
27.8
3.2 3.1 3.0
4.1 4.0 3.8
5.1 5.0 4.7
6.5 6.2 5.8
8.0 7.7 7.2
9.8 9.4 8.7
11.8 11.2 10.3
13.7 13.0 11.9
15.4 14.6 13.2
16.6 15.7 14.2
17.0 16.1 14.6
16.7 15.8 14.4
16.0 14.9 13.5
1.5 1.5 1.4 14.9 14.3 13.4 9.9 10.2 10.5 10.8 10.9 10.8 10.5 9.9 9.2 8.4 7.7 7.0 6.4 6.0 5.8 5.7 5.7 6.0 6.4 7.0 7.6 8.2 8.9 9.4 9.6 9.7 9.4 8.9 8.2 7.3 6.4 5.6 4.8 4.1
1.8 1.8 1.7 13.0 13.1 12.8 11.9 10.8 4.0 4.2 4.7 5.1 5.6 6.5 7.5 8.2 9.3 10.5 11.6 12.5 13.2 13.5 13.4 13.0 12.5 11.9 11.4 11.1 11.0 11.2 11.6 12.1 12.6 13.1 13.3 13.2 12.7 12.0 11.0 10.0 9.0 8.0 7.3 6.8 6.4 6.3 6.5 6.8 7.4 8.1 9.0 9.9 10.8 11.5 11.9 12.0 11.7 11.0 10.0 8.8 7.7 6.5 5.5 4.6
2.2 2.2 2.1 10.8 11.2 11.2 10.8 10.1 9.6 5.8 4.9 5.2 6.0 7.0 8.1 9.3 10.7 12.3 13.7 15.0 15.8 16.2 16.1 15.5 14.7 13.9 13.2 12.7 12.7 12.9 13.5 14.2 14.9 15.7 16.0 15.8 15.3 14.3 13.1 11.7 10.3 9.2 8.2 7.5 7.1 7.0 7.2 7.6 8.3 9.3 10.4 11.7 12.9 13.9 14.5 14.7 14.2 13.3 12.0 10.5 9.0 7.6 6.3 5.2
2.8 2.8 2.6 8.7 9.5 9.2 9.2 9.3 9.1 7.3 5.6 5.5 6.4 7.5 8.8 10.4 12.2 14.1 15.9 17.5 18.6 19.0 18.9 18.1 17.0 15.9 14.9 14.4 14.3 14.6 15.3 16.3 17.5 8.6 7.1 5.8
3.5 3.4 3.3 7.2 7.6 8.0 17.1 18.4 19.8 9.6 7.8 6.3
4.4 4.3 4.1 6.6 7.7 7.3 18.4 20.1 21.8 10.4 8.4 6.7
5.5 5.4 5.1 6.8 7.8 7.3 19.4 21.2 23.0 10.8 8.7 7.0
6.9 6.8 6.4 8.2 7.6 7.1 19.6 21.4 23.2 10.9 8.8 7.1
8.6 8.5 7.9 10.1 9.8 9.4 8.4 7.7 7.0 19.0 20.7 22.5 10.7 8.6 7.0
10.4 10.3 9.7 12.8 12.4 11.2 8.8 8.0 7.2 17.9 19.3 20.9 10.1 8.2 6.7
12.3 12.2 11.8 14.7 14.5 13.9 9.4 8.4 7.4 16.3 17.5 18.7 9.3 7.7 6.3
15.0 14.6 13.3 16.3 16.2 15.5 14.4 13.3 12.1 11.1 10.4 10.1 10.2 10.7 11.6 13.1 14.5 15.8 16.8 17.2 16.8 15.7 14.9 12.9 11.0 10.0 8.7 7.6 14.5 15.4 16.4 8.4 7.0 5.9
16.2 16.3 16.0 17.4 19.3 18.1 16.6 15.0 13.5 12.2 11.4 10.9 10.9 11.5 12.4 13.8 15.3 16.8 17.9 18.4 18.0 16.8 15.7 13.5 11.4 10.3 8.9 7.7 12.7 13.2 14.0 7.5 6.4 5.4
17.6 18.2 18.3 18.0 17.8 17.8 17.9 18.9 19.8 20.3 20.3 19.7 18.5 16.9 15.2 13.6 12.3 11.5 11.0 11.1 11.6 12.6 14.0 15.6 17.1 18.3 18.8 18.5 17.2 15.9 13.6 11.4 10.3 8.8 7.7 9.2 9.8 11.9 12.2 12.4 12.2 11.9 11.2 10.4 9.7 8.8 8.1 7.5 7.0 6.8 6.7 6.9 7.1 7.7 8.3 9.1 9.8 10.5 11.1 11.4 11.5 11.2 10.6 9.7 8.8 7.7 6.7 5.8 5.0
17.2 17.8 17.9 17.6 17.5 17.4 17.7 18.5 19.3 19.8 19.9 19.4 18.2 10.1 8.6 7.5 6.6 8.3 9.0 9.3 10.3 10.2 9.9 9.5 9.0 8.3 7.7 7.2 6.7 6.4 6.3 6.2 6.4 6.6 7.0 7.5 8.1 8.7 9.2 9.6 9.8 9.7 9.5 9.1 8.5 7.7 6.9 6.1 5.3 4.6
16.1 16.6 16.8 16.6 16.5 16.5 16.9 17.5 18.2 18.7 18.7 18.2 17.2 2.2 2.8 3.0 4.1 5.5 6.0 7.5 7.8 7.9 7.9 7.8 8.0 7.6 7.2 6.8 6.4 6.1 5.9 5.8 5.8 5.9 6.2 6.5 6.9 7.3 7.7 8.1 8.4 8.5 8.5 8.3 8.0 7.5 6.9 6.2 5.6 4.9 4.3
14.4 14.9 14.9 2.4 2.9 2.9 2.9 5.2 4.6 4.1
12.1 10.6 10.1 2.7 3.1 3.1 3.0 5.0 4.5 4.0
9.0 8.9 8.6 3.1 3.5 3.5 3.3 5.0 4.4 3.9
7.5 7.4 7.1 3.7 4.1 4.0 5.1 4.6 4.0
6.2 6.2 6.0 4.5 4.8 4.8 5.4 4.8 4.2
5.2 5.2 5.0 5.5 5.8 5.8 5.9 5.2 4.5
4.6 4.4 4.2 6.8 7.0 7.0 6.5 5.6 4.9
4.0 3.8 3.7 8.3 8.6 8.6 7.3 6.2 5.3
3.7 3.6 3.3 10.0 10.4 10.4 8.2 6.9 5.8
3.4 3.4 3.0 12.0 12.4 12.4 9.1 7.5 6.2
3.3 3.2 3.2 13.8 14.4 14.2 9.8 8.1 6.6
3.3 3.3 3.2 15.3 15.9 15.9 10.5 8.5 7.0
3.9 4.3 4.6 4.8 5.1 5.2 5.2 5.2 5.1 5.0 4.8 4.6 4.4 4.2 4.0 3.9 3.7 3.6 3.5 3.5 3.4 3.4 3.3 3.3 3.4 2.7 2.8 2.8 2.8 2.8 2.8 2.8 2.7 2.8 2.8 2.8 2.8 2.9 2.9 3.0 3.2 3.5 3.8 4.3 4.9 5.7 6.7 8.0 9.7 11.5 13.4 14.9 16.3 17.1 17.1 10.9 8.8 7.2
4.6 5.0 5.5 5.8 6.0 6.2 6.2 6.2 6.1 5.8 5.5 5.2 4.9 4.6 4.4 4.2 4.0 3.9 3.8 3.7 3.6 3.5 3.5 3.5 3.5 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 3.0 3.0 3.1 3.2 3.3 3.6 3.9 4.4 5.0 5.8 6.8 8.2 9.9 11.3 13.7 15.4 16.9 17.7 17.7 10.9 8.8 7.1
5.4 5.9 6.5 6.9 7.2 7.4 7.5 7.4 7.1 6.8 6.4 6.0 5.6 5.2 4.9 4.6 4.4 4.2 4.0 3.9 3.8 3.8 3.7 3.7 3.7 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.3 3.3 3.5 3.7 4.0 4.5 5.0 5.8 6.7 8.0 9.3 11.2 13.6 15.5 16.8 17.6 17.6 10.6 8.6 6.9
6.3 7.0 7.7 3.5 3.6 3.6 16.3 16.9 16.9 10.0 8.2 6.6
7.3 8.2 9.0 4.4 4.0 4.0 4.0 15.3 15.8 15.8 9.2 7.6 6.2
8.4 9.5 10.5 4.9 4.6 4.6 4.6 14.1 14.5 14.5 14.1 14.5 14.3 13.8 12.9 11.9 10.9 10.0 9.2 8.7 8.4 8.4 8.7 9.2 10.0 11.0 12.3 13.5 8.3 6.9 5.7
9.4 10.7 12.0 5.5 5.2 5.2 5.2 13.1 13.4 13.3 16.8 17.3 17.1 16.3 15.1 13.8 12.4 11.1 10.1 9.4 8.9 8.7 8.7 9.0 9.5 10.2 11.1 11.9 7.3 6.1 5.2
10.4 11.9 13.5 6.3 6.1 6.1 6.0 12.4 12.7 12.5 19.8 20.4 20.0 18.9 17.5 15.7 13.9 12.3 11.1 10.0 9.3 8.9 8.7 8.8 9.1 9.5 10.0 10.6 6.4 5.5 4.6
11.3 13.0 14.7 7.3 7.1 7.1 7.0 12.1 12.3 12.2 22.7 23.4 22.9 8.9 9.2 9.5 9.8 9.9 9.9 9.7 9.3 8.7 8.0 7.2 6.4 5.6 4.8 4.1
11.9 13.7 15.6 8.5 8.5 8.2 8.1 12.2 12.5 12.4 25.1 25.7 25.3 8.6 8.6 8.7 8.7 8.7 8.5 8.3 7.9 7.4 6.8 6.2 5.5 4.9 4.3 3.7
12.3 14.2 16.1 9.8 9.8 9.5 9.5 12.8 13.1 13.0 26.6 27.3 26.8 8.5 8.3 8.1 7.9 7.8 7.5 7.2 6.8 6.4 5.9 5.4 4.8 4.3 3.8 3.3
12.2 14.2 16.0 11.4 11.4 11.1 11.0 13.7 14.2 14.1 27.0 27.3 8.6 8.2 7.8
12.0 13.8 15.6 13.2 13.1 12.8 12.6 15.1 15.6 15.4 26.3 27.2 26.7 8.9 8.3 7.8
11.7 13.3 14.9 15.2 15.1 14.8 14.4 16.4 17.0 16.8 24.7 25.5 25.2 9.5 8.7 7.9
11.2 12.7 14.0 17.3 16.9 16.6 16.2 17.5 18.1 17.9 22.3 23.1 23.1 10.3 9.3 8.3
10.7 12.0 13.3 19.2 18.8 18.3 17.9 18.0 18.6 18.4 19.7 20.5 20.6 11.4 10.1 8.9
10.2 11.4 12.6 20.7 20.3 19.7 19.2 18.0 18.7 18.2 17.0 17.8 18.2 12.7 11.1 9.6
10.0 11.1 12.1 21.7 21.3 20.7 20.1 19.7 19.7 19.9 20.4 20.9 21.3 21.1 20.5 19.3 17.7 15.8 13.8 11.8 10.0 8.4 7.1 6.0 5.1 17.8 18.2 17.7 14.5 15.3 16.0 14.2 12.1 10.3
9.9 11.0 12.0 22.1 21.7 21.0 20.4 20.1 20.0 20.3 20.8 21.3 21.5 21.6 20.9 19.7 18.1 16.1 14.0 12.0 10.2 8.6 7.2 6.1 5.2 16.8 17.6 17.2 12.2 13.3 14.2 15.5 13.2 11.0
10.0 11.1 12.2 21.7 21.2 20.7 20.1 19.8 19.7 20.0 20.4 20.9 21.2 21.2 20.6 19.4 17.7 15.9 13.9 11.9 10.1 8.5 7.2 6.1 5.2 15.1 15.8 15.9 10.6 11.7 12.6 16.7 14.0 11.5
10.3 11.5 12.7 20.7 20.2 19.8 19.3 13.2 13.8 14.0 9.2 10.2 11.3 17.3 14.4 11.8
10.7 12.0 13.2 19.1 18.7 18.2 18.0 11.4 12.0 12.3 8.0 9.0 10.1 17.2 14.4 11.8
11.2 12.7 14.1 17.1 16.9 16.5 16.4 9.7 10.3 10.8 11.1 11.4 11.9 12.4 13.4 13.1 13.0 14.2 14.8 14.7 13.8 12.4 10.7 9.0 7.4 6.1 5.0 4.1 3.3 2.8 2.4 2.2 2.0 2.1 2.1 2.2 2.5 5.7 6.3 7.1 8.0 9.1 16.5 13.8 11.3
11.7 13.4 15.0 15.1 14.9 14.6 14.4 8.3 8.9 9.4 9.9 10.4 11.1 11.9 13.2 14.5 15.2 14.8 15.4 15.3 14.3 12.9 11.1 9.3 7.7 6.3 5.1 4.2 3.4 2.9 2.5 2.2 2.1 2.0 2.1 2.2 3.1 5.0 5.6 6.3 7.1 8.1 15.2 12.8 10.6
12.1 13.9 15.7 13.1 13.0 12.8 12.6 7.2 7.7 8.2 8.7 9.4 10.3 11.2 12.6 13.9 15.4 15.9 15.7 15.2 14.3 12.8 11.1 9.3 7.6 6.3 5.1 4.2 3.4 2.9 2.5 2.2 2.1 2.0 2.0 2.1 3.4 4.5 5.0 5.6 6.3 7.2 13.6 11.5 9.6
12.3 14.2 16.1 11.3 11.2 11.1 10.9 8.5 9.4 10.5 4.9 5.6 6.4 11.7 10.0 8.5
12.3 14.2 16.1 9.6 9.6 9.5 9.4 7.5 8.4 9.4 4.4 4.9 5.6 9.9 8.6 7.3
11.8 13.7 15.6 8.2 8.2 8.2 8.1 6.7 7.5 8.4 3.9 4.3 4.9 8.2 7.2 6.2
11.2 12.9 14.6 7.0 7.0 7.0 6.9 5.8 6.5 7.3 3.4 3.8 4.2 6.8 6.0 5.3
10.3 11.8 13.3 6.0 6.0 5.9 5.9 5.0 5.6 6.3 3.0 3.3 3.7
9.2 10.5 11.8 5.1 5.1 5.1 5.1 4.3 4.8 5.3 2.6 2.9 3.1 3.5 3.8 4.2 4.5
8.2 9.3 10.3 4.4 4.4 4.4 4.4 3.7 4.1 4.5 2.3 2.5 2.7 2.9 3.2 3.5 3.7
7.1 8.0 8.8 3.9 3.8 3.8 3.8 3.1 3.4 3.7 2.0 2.1 2.3 2.5 2.7 2.9 3.1
6.1 6.8 7.5 3.5 3.4 3.4 3.4 3.3 2.7 2.9 3.1
5.2 5.8 6.3 3.1 3.1 3.1 3.0 3.0 3.0 3.0 3.0 2.9 2.9 2.8 2.8 2.7 5.2 5.3 8.7 8.7 8.4 8.1 7.6 2.3 2.4 2.6
4.5 4.9 5.3 2.8 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.6 2.6 2.5 2.4 2.3 5.8 10.0 10.0 9.8 9.3 8.7 1.9 2.3 2.5
3.8 4.1 4.4 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.4 2.4 2.3 2.2 2.1 6.4 11.8 11.8 11.5 10.9 10.1 2.2 2.2 2.2
3.2 3.5 3.7 2.2 2.2 2.2 13.7 12.9 11.9 2.0 2.0 2.0
2.8 3.0 3.2 2.0 2.0 1.9 16.1 15.1 13.7
2.4 2.5 2.7 1.8 1.8 1.8 18.7 17.5 15.7
2.1 2.2 2.4 1.7 1.7 1.4 21.1 19.6 17.5
1.8 2.0 2.1 2.2 2.3 2.3 2.3 2.4 2.3 2.3 2.3 2.2 2.2 2.1 2.0 1.9 1.9 1.8 1.8 1.7 1.7 1.6 1.6 1.3 22.7 21.0 18.7
1.6 1.8 2.0 2.0 2.1 2.1 2.2 2.2 2.2 2.1 2.1 2.1 2.0 2.0 1.9 1.8 1.8 1.7 1.7 1.6 1.6 1.6 1.3 23.1 21.6 19.2
22.6 21.1 18.8
21.1 19.6 17.6
18.9 17.6 15.7
16.2 15.1 13.7 12.1 10.3 8.7 7.2 5.8 4.7 3.9 3.2 2.7
13.5 12.7 11.5 10.2 8.9 7.6 6.4 5.2 4.3 3.6 2.9 2.5
11.0 10.4 9.5 8.6 7.5 6.5 5.5 4.7 3.8 3.2 2.7 2.3
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
EGRESS Illuminance Fc 9.55 27.8 1.2 7.96 23.17
LECTERN
80 SEATS
CD
8' x 8'
CD
8' x 8'UP
UP
ELEC.
RM
UP
LECTERN
80 SEATS
FIRE RISER
CONFERENCE
16' x 19'-4"
DF
UP
UP CLERK
UP
1 2 3 4 5 6
A
B
C
D
E
MS
(E) PANEL 1P
(E) PANEL 1H
(E) PANEL 1L
1L- 8
DMX DRIVER
Exp. 6-30-2023
E
LACIRTCL
E
Lic. E16934
E
T
A
T
S
ROFILACFO
N
AI
F
D P R O ESS IONA
L
E
N
G
I
N
E
ERREGISTERE
NEST O R C .I GNACI
O
,
J
R
.
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
12-12-2022
E0.7
FIRST FLOOR
EGRESS
PHOTOMETRICS
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
DESCRIPTION DATE
307
F1
MH: 9
F1
MH: 9
F1
MH: 9
F1
MH: 9
F1
MH: 9
F1
MH: 9
F1
MH: 9
F1
MH: 9
F1
MH: 9
F2
MH: 9
F1
MH: 9
F5
MH: 9
F5
MH: 9
F1
MH: 9
F1
MH: 9
F1
MH: 9
2.0 2.0 2.0
2.0 2.0 2.0
2.0
28.1
2.7 2.9 3.1
3.2 3.5 3.7 5.8 5.8 5.8 5.6 5.4 5.0 4.5 4.0 3.6
3.9 4.2 4.5 7.3 7.5 7.4 7.1 6.6 6.1 5.5 4.8 4.2
4.6 5.1 5.5 9.2 9.3 9.1 8.7 8.1 7.4 6.6 5.8 5.0
5.6 6.1 6.7 11.3 11.5 11.3
6.7 7.5 8.1 13.8 14.0 13.8
8.0 8.9 9.8 16.5 16.9 16.6
9.6 10.8 11.9 19.4 19.8 19.5
11.4 12.9 14.3 21.3 23.0 24.3 22.0 22.5 22.2
13.3 15.2 16.8 18.1 18.8 18.9 18.6 18.2 17.9 17.9 18.4 19.5 21.1 23.1 24.9 26.3 26.8 26.3 25.0 22.7 20.1 17.2 14.7 12.4 10.6 9.1 8.0 7.3 7.0 7.0 7.4 8.1 9.2 10.8 12.8 15.1 17.8 20.4 22.9 24.8 25.8 25.7 24.6 23.9 24.6 24.2
15.1 17.4 19.4 20.9 21.6 21.6 21.0 20.3 19.5 19.2 19.5 20.4 22.0 24.0 25.8 27.2 27.8 27.2 25.8 23.4 20.6 17.7 14.9 12.5 10.6 9.1 8.0 7.3 7.0 7.0 7.4 8.2 9.3 10.9 13.0 15.4 18.1 20.8 23.2 25.1 26.1 26.1 24.9 22.8 20.3 17.4 14.6 12.1 9.9 8.1 6.7 5.5 4.7 4.1 3.6 3.4 3.2 3.3 3.4 3.8 4.3 5.0 5.9 7.2 8.8 10.8 13.2 16.0 19.1 22.2 24.9 27.1 27.9 26.5 24.8 21.9 19.0 16.3 14.0 12.3 11.2 10.1 10.1 10.7 11.9 13.6 15.7 18.3 20.9 23.3 25.0 25.7 25.2
16.6 19.3 21.6 23.8 23.0 21.8 20.8 20.1 20.0 20.7 21.9 23.8 25.6 26.9 27.4 26.8 25.3 22.9 20.2 17.4 14.6 12.3 10.4 8.9 7.8 7.2 6.9 6.9 7.3 8.1 9.2 10.6 12.7 15.1 17.8 20.4 22.6 24.4 25.4 25.3 24.2 22.2 19.7 17.1 14.4 12.0 9.8 8.1 6.6 5.5 4.7 4.0 3.6 3.4 3.2 3.3 3.4 3.7 4.2 4.9 5.9 7.1 8.7 10.6 13.0 15.7 18.7 21.8 24.5 26.6 27.6 27.4 26.0 24.3 21.5 18.6 16.0 13.8 12.2 10.5 10.0 10.1 10.7 11.9 13.5 15.7 18.2 20.9 23.3 24.9 25.6 25.1
17.6 20.5 23.0 23.6 23.5 22.5 20.8 18.5 16.2 13.8 11.6 9.5 7.8 6.5 5.4 4.6 4.0 3.6 3.3 3.2 3.2 3.4 3.7 4.2 4.8 5.7 6.9 8.3 10.2 12.4 15.0 17.8 20.6 23.1 25.0 25.9 25.8 24.5 22.2 20.2 17.6 15.2 13.3 11.9 10.2 9.7 9.8 10.4 11.5 13.1 15.1 17.4 19.9 22.2 23.7 24.3 23.9
17.9 20.9 23.5 20.9 20.8 20.3 16.0 14.1 12.6
17.4 20.3 22.7 18.2 18.1 17.5 14.5 13.1 10.2
16.2 18.8 21.0 15.4 15.4 14.9 9.7 10.8 9.7
14.7 16.7 18.6 12.7 12.7 12.4 6.4 8.4 9.2
12.7 14.4 15.4 10.4 10.4 10.2 3.9 6.2 7.6
10.8 12.0 13.0 8.4 8.5 8.3 4.5 6.4 6.3
9.3 10.1 10.7 6.8 6.9 6.8 5.4 5.5 6.8
7.9 8.7 9.4 5.6 5.6 5.5 6.5 6.7 7.7
6.7 7.2 7.7 4.6 4.6 4.6 7.9 8.1 8.1
5.6 6.1 6.5 3.8 3.8 3.8 9.8 10.0 10.0
4.8 5.2 5.6 5.9 6.2 6.5 6.9 7.3 7.8 8.5 9.5 10.8 12.5 13.1 15.9 18.8 21.6 23.8 24.8 25.0 24.2 22.3 19.8 17.1 14.4 3.2 3.2 3.2 12.0 12.3 12.2
4.3 4.6 4.9 5.2 5.5 5.9 6.2 6.7 7.3 8.2 9.3 10.7 12.6 15.0 16.4 19.4 22.3 24.5 25.8 26.0 25.0 23.0 20.4 17.6 14.9 2.8 2.8 2.8 14.6 15.0 14.9
3.8 4.1 4.4 4.7 5.0 5.3 5.8 6.3 6.9 7.8 8.9 10.4 12.3 14.6 17.3 19.0 21.7 23.9 25.2 25.3 24.4 22.5 20.1 17.4 14.8 2.4 2.5 2.4 17.4 18.0 17.8
18.8 16.4 14.1 2.2 2.2 2.2 20.4 21.0 20.8
16.9 14.9 13.1 2.1 2.1 2.1 23.9 24.3 23.4
14.9 13.3 11.7 26.0 26.7 26.4
12.7 11.5 10.3 27.0 27.8 27.3
10.7 9.8 8.8 2.1 2.1 26.9 27.8 27.3 25.5 23.4 21.2 19.0 17.0 15.9 15.0 14.6 14.9 15.5 16.3 17.1 17.6 17.7 17.4 16.7 15.5 14.1 12.6 11.1 9.9 8.9 8.0 7.4 6.9 6.5 6.3 6.1 5.9 5.7 5.4 5.1 4.7
9.0 8.3 7.6 2.2 2.2 2.2 25.7 26.6 26.1 24.7 22.8 20.6 18.6 17.0 16.0 15.5 15.4 16.0 17.1 18.2 19.2 20.0 20.2 19.9 18.9 17.5 15.8 14.0 12.3 10.9 9.7 8.8 8.1 7.6 7.3 7.1 6.9 6.7 6.5 6.2 5.9 5.4
7.6 7.1 6.6 2.4 2.4 2.4 23.7 24.5 24.1 22.9 21.3 19.5 17.8 16.5 15.9 15.7 16.1 17.0 18.3 19.8 21.2 22.2 22.6 22.3 21.2 19.5 17.5 15.4 13.4 11.8 10.5 9.6 8.9 8.4 8.2 8.1 8.0 7.8 7.6 7.3 6.9 6.4
6.4 6.0 5.6 2.8 2.8 2.7 21.0 21.7 21.5 8.7 8.2 7.5
5.6 5.2 4.9 3.2 3.2 3.2 18.1 18.8 18.6 10.5 9.8 9.0
4.9 4.7 4.3 3.8 3.8 3.8 15.2 15.9 15.9 12.7 11.9 10.8
4.3 4.2 4.0 4.5 4.6 4.6 12.9 13.2 13.4 15.2 14.2 12.9
4.0 3.8 3.7 5.5 5.6 5.6 10.7 11.1 11.5 17.9 16.7 15.0
4.9 5.7 6.6 7.6 8.6 9.5 10.3 10.8 11.0 10.8 10.3 9.6 8.8 7.9 7.1 6.4 5.8 5.3 4.9 4.6 4.4 4.3 4.2 4.1 4.0 4.0 3.9 3.9 3.8 3.7 3.6 3.5 6.8 6.9 6.9 9.0 9.3 9.8 20.5 19.1 17.1
5.5 6.5 7.7 9.0 10.3 11.6 12.6 13.2 13.4 13.1 12.4 11.4 10.2 9.1 8.0 7.0 6.3 5.6 5.1 4.7 4.4 4.2 4.1 3.9 3.9 3.8 3.8 3.7 3.7 3.6 3.5 3.4 8.3 8.5 8.4 7.6 7.8 8.4 22.6 21.0 18.7
6.2 7.5 8.9 10.5 12.1 13.7 14.9 15.8 16.1 15.7 14.7 13.3 11.8 10.3 8.9 7.7 6.7 5.9 5.3 4.8 4.5 4.2 4.0 3.9 3.8 3.8 3.7 3.7 3.7 3.6 3.6 3.5 10.3 10.4 10.3 6.5 7.2 7.3 23.8 22.1 19.6
3.8 3.7 3.7 12.5 12.8 12.6 5.7 6.5 7.1 23.9 22.2 19.7
4.1 4.0 4.0 15.1 15.4 15.2 5.1 6.0 6.7 22.8 21.3 18.9
4.5 4.5 4.5 17.8 18.5 18.3 5.8 6.7 7.2 20.9 19.5 17.4
5.4 5.5 5.1 20.7 21.2 20.9 5.9 7.8 7.4 18.3 17.1 15.4
6.5 6.7 6.7 22.8 23.5 23.2 7.7 8.4 7.9 15.4 14.5 13.1
7.5 7.7 7.9 7.9 7.9 7.4 7.3 7.3 7.4 7.8 8.4 9.5 11.0 12.8 15.1 17.6 20.0 22.5 24.3 25.1 24.9 10.2 9.3 8.5 12.7 12.0 11.0
8.8 9.1 9.2 9.2 9.0 8.4 8.1 7.9 7.9 8.1 8.7 9.7 11.2 13.1 15.3 17.8 20.5 23.0 24.9 25.8 25.6 24.3 22.0 19.2 16.3 13.5 11.2 9.3 7.8 6.7 5.9 5.4 5.2 5.2 5.7 6.1 6.7 7.4 8.1 8.7 9.1 11.6 10.5 9.4 10.3 9.8 9.0
10.2 10.6 10.8 10.6 10.2 9.7 8.9 8.5 8.3 8.4 8.9 9.8 11.1 12.9 15.1 17.6 20.2 22.7 24.6 25.4 25.3 23.9 21.7 19.0 16.1 13.4 11.1 9.2 7.7 6.5 5.8 5.3 5.2 5.2 5.7 6.2 6.9 7.6 8.3 9.0 9.5 13.5 11.9 10.4 8.3 7.9 7.4
11.7 12.2 12.4 23.2 24.1 23.9 22.7 20.6 17.8 15.1 12.7 10.5 8.7 7.4 6.3 5.7 5.3 5.1 5.2 5.5 6.2 6.9 7.7 8.4 9.1 9.6 15.9 13.8 11.8 6.7 6.4 6.0
13.1 13.7 13.9 8.2 8.9 9.6 17.7 15.2 12.9
14.2 14.9 15.0 7.9 8.6 9.2 10.0 10.8 12.0 13.1 14.9 17.2 19.7 22.2 24.4 25.8 26.4 25.8 24.5 22.1 19.2 16.4 13.7 11.4 9.5 7.9 6.7 5.7 5.0 4.4 3.9 3.6
14.8 15.5 15.7 6.8 7.8 8.5 9.6 10.5 11.3 13.0 15.1 17.5 20.3 23.0 25.3 26.9 27.5 27.0 25.6 23.1 20.1 17.0 14.2 11.7 9.6 8.0 6.7 5.6 4.9 4.2 3.8 3.5
14.7 15.4 15.5 6.4 7.0 7.8 8.7 9.9 10.7 12.5 14.6 17.3 20.1 22.9 25.3 27.0 27.6 27.1 25.7 23.2 20.1 17.0 14.2 11.7 9.6 7.9 6.6 5.6 4.8 4.2 3.7 3.3
13.9 14.6 14.3 6.0 6.6 7.3
12.4 12.9 12.9 5.7 6.2 6.8
10.8 11.2 10.9 5.6 5.1 3.7
8.9 9.2 9.2 3.8 3.8 3.8
7.5 7.6 7.6 4.0 4.0 4.0
6.2 6.3 6.3 4.3 4.4 4.4
5.1 5.2 5.1 4.8 4.9 4.9
5.2 6.5 8.0 9.8 12.1 14.8 17.7 20.5 22.7 24.1 24.2 23.3 21.3 18.9 16.1 13.3 11.0 9.1 7.5 6.3 5.3 4.7 4.2 3.9 3.7 3.6 3.6 3.7 3.8 4.0 4.1 4.2 4.2 4.1 5.3 5.5 5.4
5.0 6.2 7.7 9.4 11.6 14.1 16.7 19.3 21.4 22.7 22.9 21.9 20.1 17.8 15.2 12.7 10.5 8.6 7.2 6.0 5.1 4.4 3.9 3.6 3.3 3.2 3.2 3.2 3.3 3.3 3.4 3.4 3.4 3.4 5.7 5.9 5.9
4.7 5.8 7.2 8.7 10.7 12.9 15.3 17.5 19.3 20.4 20.6 19.8 18.1 16.2 13.9 11.7 9.7 8.1 6.7 5.6 4.7 4.1 3.6 3.3 3.0 2.9 2.8 2.8 2.8 2.8 2.9 2.8 2.8 2.8 5.9 6.2 6.2
5.9 6.2 6.2
5.6 5.9 5.9
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
EGRESS Illuminance Fc 12.10 28.1 2.0 6.05 14.05
copier
1'1'
1 2 3 4 5 6
A
B
C
D
E
(E) PANEL 2P
(E) PANEL 2L
Exp. 6-30-2023
E
LACIRTCL
E
Lic. E16934
E
T
A
T
S
ROFILACFO
N
AI
F
D P R O ESS IONA
L
E
N
G
I
N
E
ERREGISTERE
NEST O R C .I GNACI
O
,
J
R
.
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
12-12-2022
E0.8
SECOND FLOOR
EGRESS
PHOTOMETRICS
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
DESCRIPTION DATE
308
PROPOSED CITY HALL TENANT IMPROVEMENT
2 STORY
B AND A-3 OCCUPANCY
22,464 S.F.
PROPERTY LINE
CURB
SCIENCE DRIVE
PROPERTY LINE
EX
I
S
T
I
N
G
I
N
D
U
S
T
R
I
A
L
/
O
F
F
I
C
E
PROPERTY LINE
PROPERTY LINE
GENERATOR
J
F
F
F
TS
PIV
J
J
E1.3
1
SCIENCE DRIVE
P1
15,17
P1 P1
15,17
P1
P1
15,17
P1
P1
15,17
P1
P2
15,17
P2
F4
19
+18'-0"
F4F4
19
+18'-0"
F4
F4
19
+18'-0"
F4
F4
19
+18'-0"
F4
F4
19
+18'-0"
F4
AUTOMATIC
TRANSFER
SWITCH
(6) OF 4#600KCM + 1#3/0 GND -4"C
2"C FOR GENERATOR ANNUNCIATOR
1L-15,172
P3
25,27
P3 P3
25,27
P3 P3
25,27
P3
P3
25,27
P3
1L-192
P3
25,27
P3P3
25,27
P3P3
25,27
P3
1L-25,27
2#12 + 1#12 GND -1"C
(TYP)
3
P3
25,27
P3 P3
25,27
P3 P3
25,27
P3
P4
25,27
P4 P4
25,27
P4
2
1
(TYP)
4
1L-16
2
F12
3
SE
F12 F12
3
SE
F12
5
6
Exp. 6-30-2023
E
LACIRTCL
E
Lic. E16934
E
T
A
T
S
ROFILACFO
N
AI
F
D P R O ESS IONA
L
E
N
G
I
N
E
ERREGISTERE
NEST O R C .I GNACI
O
,
J
R
.
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1" = 10'-0"
12-12-2022
E1.1
SITE PLAN
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
N
O R HT
1" = 10'-0"
SITE PLAN - ELECTRICAL1
KEYED NOTES
1. REPLACE ALL LIGHT POLE LUMINAIRES WITH LED.
2. ROUTE CIRCUIT VIA ASTRONOMICAL TIMER.
3. STUB-UP CONDUITS EXTERIOR OF WALL. CONDUITS ABOVE GROUND SHALL BE PROTECTED
BY A LISTED ELECTRICAL CIRCUIT PROTECTIVE SYSTEM WITH A MINIMUM 2-HOUR FIRE RATING
OR ENCASED IN A MINIMUM 2" OF CONCRETE. PENETRATE WALL INLINE WITH MAIN
SWITCHBOARD PENETRATION. COORDINATE WITH SWITCHBOARD MANUFACTURER.
COORDINATE WALL CLADDING AROUND EXPOSED CONDUITS WITH ARCHITECTURAL WORK.
COORDINATE WALL CORING/PENETRATIONS ON EXISTING WALL WITH STRUCTURAL
ENGINEER.
4. PROVIDE WEATHERPROOF JUNCTION BOX TO SIGNAGE PER MANUFACTURER'S EQUIPMENTS.
CONFIRM THAT NEW SIGN IS PROVIDED WITH INTEGRAL DISCONNECT SWITCH, IF NONE IS
PROVIDED, ELECTRICAL CONTRACTOR SHALL PROVIDE WEATHERPROOF DISCONNECT AS
REQUIRED. ROUTE SIGN CIRCUIT THROUGH NEW TIMECLOCK AND CONTACTOR. COORDINATE
SCHEDULE WITH OWNER. E.C. TO PROVIDE PHOTOCELL FOR ADDITIONAL SIGN CONTROL.
COORDINATE LOCATION IN FIELD AND WITH MANUFACTURER.
5. FLOODLIGHTS TO ILLUMINATE FLAGS.
6. REFER TO SHEETS E3.1 THROUGH E5.2
1. CONTRACTOR TO COORDINATE WITH NEW FLATWORK LOCATIONS FOR ANY SITE ELECTRICAL
UNDERGROUND WORK.
GENERAL NOTES
DESCRIPTION DATE
309
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
FRONT PATIO Illuminance Fc 7.62 32.8 0.5 15.24 65.60
FRONT SIDE WALK Illuminance Fc 6.50 25.4 0.4 16.25 63.50
MAIN ENTRY Illuminance Fc 11.24 26.2 0.5 22.48 52.40
PARKING LOT Illuminance Fc 3.75 8.2 0.5 7.50 16.40
A2
MH: 30
F4
MH: 18
F4
MH: 18
F4
MH: 18
F4
MH: 18
F4
MH: 18
A
MH: 30
A
MH: 30
A
MH: 30
A
MH: 30
P3
MH: 3.5P3
MH: 3.5
P3
MH: 3.5
P3
MH: 3.5
P3
MH: 3.5
P3
MH: 3.5
P3
MH: 3.5
F12
MH: 10
F12
MH: 10
F12
MH: 10
P3
MH: 3.5
P3
MH: 3.5
P3
MH: 3.5
32.8
0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.6
0.6 0.6 0.7 0.8 1.2 1.9 2.7 3.6
0.6 0.7 0.8 1.0 1.8 4.5 8.5 12.0
1.0 1.0 1.1 1.3 2.5 7.1 13.2
1.6 1.1 2.2 3.8 4.8 5.0 4.6 4.9 5.3 4.8 3.1 2.1 2.7 4.3 6.1 11.3 17.9
10.2 14.8 13.6 12.8 14.9 19.1 14.1 7.2 3.6 5.5 11.1 19.4 22.4
20.8 25.7 24.7 32.7 28.1 12.3 5.1 8.4 19.7
25.4
0.4 0.4
9.1 4.0 2.4 1.9 1.8 1.9 2.0 2.1 2.2
18.8 6.1 2.2 1.7 1.7 1.7 1.8 1.9 2.0 2.1
2.3 2.4 2.5 2.5 2.5 2.5 2.4 2.9 5.8 11.7 24.0 23.0 10.7 4.1 1.4 3.8 10.6 23.5 24.0 11.3 4.4 1.5 3.8 10.3 22.6 23.1 10.8 4.2 1.0 0.9 3.9 9.7 19.3 19.0 10.1 6.4 6.5 9.9 12.2 16.0 24.1 24.9 16.1 7.6 3.5 4.4 9.6 18.1 21.9 11.1 4.9 2.0 1.6 1.6 1.7 1.8 1.8 1.9 2.0
2.1 2.2 2.2 2.2 2.2 2.1 2.1 2.4 4.3 7.5 13.5 13.5 6.4 2.7 1.1 2.6 6.3 12.5 13.2 6.7 2.9 1.1 2.6 6.2 12.2 12.6 6.6 2.8 0.8 0.8 2.7 6.0 11.0 10.5 5.9 3.2 2.0 2.5
2.1 1.1 0.9 1.7 2.4 2.5 1.7 1.0 0.6 0.7
26.2
0.5
10.7 17.9 23.9 21.5 21.5 15.8
12.5 19.0 23.3 24.3 16.4 12.6
8.2 14.7 18.4 16.6 15.5 13.0 8.5 3.1
5.4 5.8 5.5 4.8 4.9 6.2 6.7 6.0
9.8 5.0 1.9 1.1 2.4 6.3 12.0
17.2 7.7 2.0 0.7 2.9 10.9 24.2
19.3 8.5 1.6 2.7 11.9 24.6
8.2 8.2
8.2 8.2
0.5 0.5
1.1 1.2 1.4 1.7 2.1 2.4 2.6 2.7 2.7 2.7 2.5 2.2 1.8 1.6 1.4 1.3 1.2 1.1 1.1 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.1 1.1 1.2 1.3 1.4 1.6 1.8 2.1 2.4 2.7 2.9 2.9 2.9 2.7 2.5 2.1 1.8 1.6 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.6 1.6 1.7 1.7 1.8 1.8 1.9 1.9 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 1.9 1.9
0.6 0.6 0.6 0.7 0.7 0.8 0.8 0.9 0.9 1.0 1.0 1.1 1.2 1.3 1.5 1.8 2.1 2.4 2.6 2.7 2.8 2.7 2.5 2.3 2.0 1.7 1.5 1.4 1.4 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.3 1.3 1.3 1.4 1.5 1.7 1.8 2.1 2.4 2.7 2.8 2.8 2.8 2.7 2.5 2.2 1.9 1.7 1.6 1.6 1.6 1.6 1.6 1.6 1.7 1.7 1.7 1.8 1.9 1.9 2.0 2.0 2.1 2.1 2.2 2.2 2.2 2.2 2.2 2.2 2.1 2.1 2.0
0.7 0.7 0.7 0.8 0.8 0.9 0.9 1.0 1.0 1.1 1.2 1.2 1.3 1.3 1.4 1.6 1.8 2.2 2.5 2.9 3.2 3.3 3.3 3.2 3.0 2.7 2.4 2.1 1.9 1.7 1.7 1.7 1.7 1.6 1.6 1.6 1.6 1.5 1.5 1.5 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.8 1.9 2.1 2.5 2.8 3.1 3.3 3.3 3.2 3.0 2.8 2.5 2.2 2.0 1.8 1.8 1.8 1.8 1.8 1.9 1.9 1.9 1.9 2.0 2.1 2.1 2.2 2.3 2.3 2.3 2.4 2.4 2.4 2.4 2.4 2.3 2.3 2.2 2.2
0.9 0.9 1.0 1.0 1.1 1.1 1.2 1.3 1.3 1.4 1.5 1.5 1.6 1.7 1.8 2.1 2.5 2.9 3.3 3.7 4.0 4.1 4.2 4.1 3.9 3.6 3.2 2.8 2.5 2.3 2.2 2.1 2.1 2.1 2.1 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.1 2.1 2.1 2.5 2.9 3.3 3.6 3.9 4.1 4.1 4.1 3.9 3.6 3.2 2.8 2.5 2.2 2.1 2.1 2.1 2.1 2.1 2.2 2.2 2.2 2.3 2.3 2.4 2.5 2.5 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.5 2.5 2.4 2.4
1.0 1.1 1.2 1.2 1.3 1.4 1.5 1.6 1.6 1.7 1.8 1.9 2.0 2.1 2.3 2.6 3.0 3.4 3.8 4.1 4.4 4.5 4.5 4.5 4.3 4.1 3.7 3.4 3.1 2.8 2.7 2.6 2.6 2.6 2.6 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.7 3.0 3.4 3.8 4.1 4.4 4.5 4.5 4.5 4.3 4.0 3.7 3.3 3.0 2.7 2.5 2.5 2.4 2.4 2.4 2.5 2.5 2.5 2.6 2.6 2.7 2.7 2.8 2.8 2.8 2.9 2.9 2.9 2.8 2.8 2.7 2.7 2.6 2.6
1.2 1.3 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2.0 2.1 2.2 2.3 2.4 2.6 2.9 3.3 3.7 4.1 4.5 4.7 4.7 4.8 4.8 4.7 4.4 4.1 3.7 3.4 3.3 3.1 3.1 3.0 3.0 3.0 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.8 2.9 3.1 3.4 3.7 4.1 4.4 4.7 4.7 4.7 4.7 4.6 4.3 4.0 3.6 3.3 3.0 2.9 2.8 2.7 2.7 2.7 2.7 2.7 2.8 2.8 2.8 2.9 2.9 3.0 3.0 3.1 3.1 3.1 3.1 3.1 3.0 2.9 2.9 2.9 2.8
1.3 1.4 1.5 1.6 1.7 1.8 1.9 2.0 2.1 2.2 2.2 2.4 2.5 2.6 2.8 3.1 3.5 3.9 4.2 4.5 4.5 4.6 4.6 4.7 4.7 4.6 4.3 4.0 3.7 3.5 3.4 3.3 3.3 3.3 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.1 3.1 3.2 3.0 3.1 3.2 3.3 3.6 4.0 4.3 4.6 4.6 4.6 4.6 4.6 4.6 4.4 4.2 3.9 3.5 3.3 3.1 3.0 2.9 2.9 2.9 2.9 2.9 2.9 3.0 3.0 3.0 3.1 3.2 3.2 3.3 3.3 3.3 3.3 3.3 3.2 3.2 3.1 3.1 3.1
1.3 1.4 1.4 1.5 1.6 1.7 1.8 1.9 2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.8 3.0 3.3 3.6 4.0 4.2 4.4 4.5 4.5 4.6 4.6 4.6 4.6 4.4 4.2 3.9 3.8 3.6 3.6 3.5 3.4 3.4 3.4 3.4 3.4 3.4 3.4 3.3 3.3 3.3 3.1 3.2 3.2 3.4 3.5 3.8 4.1 4.3 4.4 4.6 4.5 4.5 4.5 4.5 4.4 4.2 4.0 3.7 3.4 3.3 3.1 3.1 3.0 3.0 3.0 3.0 3.0 3.1 3.1 3.2 3.3 3.3 3.4 3.5 3.5 3.5 3.5 3.5 3.4 3.4 3.4 3.4 3.4
1.4 1.5 1.5 1.6 1.7 1.8 1.9 2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.8 3.0 3.2 3.4 3.7 4.0 4.2 4.4 4.5 4.6 4.7 4.7 4.7 4.6 4.5 4.3 4.1 4.0 3.8 3.7 3.7 3.6 3.6 3.5 3.5 3.5 3.5 3.5 3.5 3.4 3.2 3.2 3.3 3.4 3.5 3.7 3.9 4.1 4.3 4.4 4.4 4.4 4.6 4.5 4.5 4.4 4.2 4.0 3.8 3.5 3.4 3.2 3.2 3.1 3.1 3.1 3.1 3.1 3.1 3.2 3.3 3.4 3.5 3.5 3.6 3.7 3.7 3.7 3.7 3.6 3.6 3.6 3.6 3.6
1.5 1.5 1.6 1.7 1.8 1.9 2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.9 3.1 3.3 3.5 3.8 4.1 4.3 4.5 4.6 4.8 4.8 4.8 4.8 4.7 4.6 4.4 4.3 4.1 4.0 3.9 3.8 3.7 3.7 3.6 3.6 3.6 3.6 3.6 3.6 3.3 3.3 3.3 3.4 3.5 3.6 3.8 4.0 4.2 4.3 4.4 4.5 4.6 4.5 4.6 4.5 4.4 4.3 4.0 3.8 3.6 3.4 3.3 3.2 3.1 3.1 3.1 3.1 3.1 3.2 3.3 3.4 3.4 3.5 3.7 3.8 3.8 3.9 3.9 3.9 3.8 3.8 3.8 3.9 3.9 3.9 3.9 3.9 3.8 3.6 3.3
1.5 1.6 1.7 1.8 1.9 2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 3.0 3.1 3.4 3.6 3.9 4.1 4.3 4.5 4.7 4.8 4.9 4.9 4.9 4.8 4.7 4.6 4.4 4.2 4.1 4.0 3.9 3.8 3.8 3.8 3.7 3.7 3.7 3.7 3.4 3.4 3.4 3.4 3.5 3.6 3.7 3.9 4.0 4.2 4.3 4.4 4.5 4.5 4.5 4.4 4.5 4.4 4.2 4.1 3.9 3.7 3.5 3.4 3.3 3.2 3.2 3.2 3.2 3.2 3.2 3.3 3.4 3.5 3.6 3.7 3.9 3.9 4.0 4.0 4.0 4.0 4.0 4.0 4.1 4.1 4.1 4.1 4.1 4.2 4.0 3.7
1.6 1.7 1.8 1.8 1.9 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 3.0 3.2 3.4 3.6 3.9 4.1 4.3 4.5 4.7 4.8 4.9 4.9 4.9 4.8 4.7 4.6 4.5 4.4 4.2 4.2 4.1 4.0 3.9 3.9 3.9 3.9 3.8 3.5 3.5 3.5 3.5 3.5 3.6 3.7 3.8 3.9 4.1 4.2 4.3 4.4 4.5 4.5 4.5 4.4 4.3 4.4 4.2 4.0 3.8 3.7 3.5 3.4 3.3 3.2 3.2 3.2 3.2 3.3 3.3 3.4 3.5 3.6 3.7 3.8 3.9 4.0 4.1 4.1 4.1 4.1 4.1 4.2 4.2 4.3 4.3 4.3 4.3 4.4 4.4 4.1
1.7 1.7 1.8 1.9 2.0 2.1 2.3 2.4 2.5 2.6 2.7 2.8 2.9 3.0 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.8 4.9 4.9 4.9 4.9 4.8 4.7 4.6 4.5 4.4 4.4 4.3 4.2 4.1 4.1 4.1 4.0 3.6 3.6 3.6 3.6 3.7 3.7 3.8 3.9 3.9 4.0 4.2 4.3 4.4 4.4 4.5 4.5 4.4 4.3 4.2 4.1 4.1 4.0 3.8 3.7 3.5 3.4 3.4 3.3 3.3 3.2 3.3 3.3 3.4 3.4 3.5 3.6 3.7 3.9 4.0 4.1 4.2 4.2 4.2 4.2 4.2 4.3 4.4 4.4 4.5 4.4 4.4 4.5 4.6 4.4
1.7 1.8 1.9 2.0 2.1 2.2 2.4 2.5 2.6 2.8 2.9 3.0 3.0 3.1 3.2 3.4 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.8 4.9 5.0 5.0 5.0 5.0 4.9 4.9 4.8 4.7 4.7 4.6 4.5 4.4 4.3 4.3 3.8 3.8 3.8 3.8 3.8 3.9 3.9 4.0 4.1 4.2 4.3 4.4 4.5 4.5 4.5 4.5 4.5 4.4 4.3 4.2 4.0 3.9 4.0 3.8 3.7 3.6 3.5 3.4 3.4 3.3 3.3 3.4 3.4 3.5 3.5 3.6 3.7 3.8 4.0 4.1 4.2 4.2 4.3 4.3 4.3 4.3 4.4 4.5 4.5 4.6 4.5 4.4 4.5 4.7 4.5
1.8 1.9 2.0 2.1 2.2 2.3 2.5 2.6 2.7 2.9 3.0 3.1 3.2 3.2 3.3 3.5 3.6 3.8 4.0 4.3 4.5 4.6 4.8 4.9 5.1 5.2 5.3 5.3 5.3 5.2 5.2 5.2 5.1 5.1 4.9 4.8 4.7 4.6 4.1 4.0 4.0 4.0 4.0 4.1 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.8 4.8 4.7 4.6 4.5 4.4 4.2 4.1 3.9 3.7 3.8 3.7 3.6 3.5 3.5 3.4 3.4 3.4 3.4 3.5 3.5 3.6 3.6 3.7 3.9 4.0 4.2 4.3 4.3 4.3 4.3 4.3 4.4 4.4 4.5 4.6 4.6 4.5 4.5 4.6 4.7 4.5
1.9 2.0 2.1 2.2 2.3 2.4 2.6 2.7 2.9 3.0 3.1 3.2 3.3 3.3 3.4 3.6 3.8 3.9 4.1 4.4 4.6 4.8 5.0 5.2 5.3 5.4 5.6 5.7 5.7 5.7 5.7 5.7 5.6 5.5 5.4 5.2 4.5 4.4 4.3 4.2 4.2 4.2 4.2 4.3 4.4 4.5 4.7 4.8 5.0 5.1 5.1 5.2 5.2 5.1 5.0 4.9 4.7 4.5 4.3 4.1 3.9 3.7 3.6 3.7 3.6 3.5 3.5 3.4 3.4 3.4 3.5 3.6 3.6 3.6 3.7 3.8 4.0 4.1 4.2 4.3 4.4 4.4 4.4 4.3 4.4 4.4 4.5 4.6 4.7 4.6 4.5 4.6 4.7 4.5
2.0 2.1 2.1 2.2 2.4 2.5 2.6 2.8 3.0 3.1 3.2 3.3 3.4 3.4 3.6 3.7 3.8 4.0 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.1 5.3 5.5 5.6 5.7 5.7 5.6 5.5 5.3 5.1 4.9 4.6 4.4 4.1 3.9 3.7 3.5 3.4 3.6 3.5 3.5 3.4 3.4 3.4 3.6 4.3 4.4 4.4 4.4 4.4 4.4 4.3 4.4 4.5 4.6 4.6 4.6 4.5 4.6 4.6 4.3
2.1 2.1 2.2 2.3 2.4 2.6 2.7 2.9 3.1 3.2 3.3 3.4 3.4 3.5 3.6 3.7 3.9 4.1 4.3 4.5 4.7 5.0 5.2 5.5 5.8 6.0 5.6 5.9 6.1 6.2 6.3 6.3 6.2 6.0 5.7 5.4 5.1 4.7 4.4 4.1 3.9 3.7 3.5 3.4 3.2 3.5 3.5 3.4 3.4 3.4 3.6 4.4 4.5 4.5 4.4 4.4 4.4 4.3 4.4 4.5 4.5 4.5 4.5 4.5 4.4 4.0
2.2 2.2 2.3 2.4 2.5 2.6 2.8 3.0 3.1 3.3 3.4 3.5 3.5 3.5 3.7 3.8 3.9 4.1 4.3 4.5 4.8 5.1 5.3 5.7 6.0 6.3 6.1 6.5 6.8 7.0 7.0 7.0 6.8 6.5 6.1 5.7 5.2 4.8 4.4 4.1 3.9 3.6 3.4 3.3 3.2 3.1 3.4 3.4 3.4 3.4 3.7 3.9 4.0 4.1 4.2 4.3 4.4 4.4 4.5 4.5 4.4 4.4 4.3 4.3 4.3 4.4 4.4 4.4 4.4 4.3 4.1 3.7
2.2 2.3 2.4 2.5 2.6 2.7 2.9 3.0 3.2 3.4 3.5 3.5 3.5 3.6 3.7 3.8 3.9 4.1 4.3 4.6 4.8 5.1 5.4 5.8 6.2 6.7 6.6 7.1 7.4 7.6 7.7 7.6 7.4 7.0 6.5 5.9 5.3 4.8 4.4 4.0 3.7 3.5 3.3 3.2 3.1 3.0 2.9 3.4 3.4 3.4 3.4 4.0 4.1 4.2 4.3 4.4 4.4 4.5 4.5 4.4 4.4 4.3 4.3 4.3 4.2 4.3 4.2 4.2 4.1 4.0 3.7 3.4
2.3 2.4 2.5 2.5 2.6 2.8 2.9 3.1 3.3 3.4 3.6 3.6 3.6 3.6 3.7 3.8 3.9 4.1 4.3 4.6 4.8 5.1 5.4 5.8 6.3 6.9 4.2 4.3 4.4 4.4 4.5 4.5 4.5 4.5 4.4 4.4 4.3 4.2 4.2 4.2 4.1 4.1 4.0 3.9 3.7 3.4 3.1
2.4 2.5 2.5 2.6 2.7 2.8 3.0 3.2 3.4 3.5 3.6 3.6 3.6 3.6 3.7 3.8 3.9 4.1 4.3 4.6 4.8 5.1 5.5 5.9 6.4 6.9 4.4 4.5 4.6 4.6 4.6 4.5 4.5 4.5 4.4 4.3 4.2 4.1 4.1 4.0 4.0 3.9 3.8 3.7 3.5 3.3 2.9
2.5 2.6 2.6 2.7 2.8 2.9 3.0 3.2 3.4 3.6 3.7 3.7 3.7 3.6 3.7 3.8 3.9 4.1 4.3 4.6 4.9 5.2 5.5 6.0 6.5 7.0 4.7 4.8 4.8 4.7 4.7 4.6 4.5 4.5 4.4 4.3 4.2 4.1 4.0 3.9 3.8 3.8 3.7 3.6 3.4 3.1 2.8
2.6 2.7 2.7 2.7 2.9 3.0 3.1 3.3 3.5 3.7 3.8 3.8 3.7 3.7 3.7 3.8 3.9 4.1 4.3 4.6 4.9 5.2 5.6 6.0 6.5 7.0 5.1 5.2 5.1 5.0 4.8 4.7 4.6 4.5 4.4 4.2 4.1 4.0 3.9 3.9 3.8 3.7 3.6 3.5 3.3 3.1 2.7
2.7 2.8 2.8 2.8 2.9 3.0 3.2 3.4 3.6 3.8 3.9 3.8 3.7 3.7 3.6 3.8 3.9 4.1 4.2 4.4 4.7 5.0 5.3 5.5 5.8 6.0 5.7 5.6 5.4 5.2 5.0 4.8 4.6 4.5 4.3 4.2 4.1 4.0 3.9 3.8 3.7 3.6 3.5 3.4 3.3 3.0 2.7
2.8 2.9 2.9 2.9 3.0 3.1 3.2 3.4 3.7 3.8 3.9 3.9 3.7 3.7 3.6 3.7 3.8 4.0 4.2 4.5 4.8 5.2 5.5 5.9 6.3 6.1 6.3 6.1 5.8 5.5 5.2 4.9 4.7 4.5 4.3 4.2 4.1 3.9 3.8 3.7 3.7 3.5 3.5 3.4 3.2 3.0 2.7
2.9 3.0 3.0 3.0 3.1 3.1 3.3 3.5 3.7 3.9 4.0 3.9 3.8 3.7 3.6 3.7 3.8 4.0 4.3 4.6 4.9 5.4 5.8 6.0 6.4 6.8 6.9 6.6 6.2 5.7 5.3 5.0 4.7 4.5 4.3 4.2 4.0 3.9 3.8 3.7 3.6 3.5 3.5 3.4 3.2 3.0 2.7
3.0 3.1 3.1 3.1 3.2 3.4 3.6 3.8 4.0 4.1 4.0 3.8 3.7 3.7 3.7 3.9 4.1 4.4 4.7 5.1 5.5 5.8 6.3 6.9 7.3 6.5 7.1 6.5 6.0 5.5 5.1 4.8 4.5 4.3 4.2 4.0 3.9 3.8 3.7 3.6 3.5 3.4 3.4 3.2 3.0 2.7
3.2 3.2 3.2 3.2 3.3 3.5 3.7 3.9 4.1 4.1 4.0 3.9 3.8 3.7 3.8 3.9 4.1 4.4 4.8 4.9 5.4 6.0 6.6 7.3 7.7 6.9 6.6 6.8 6.1 5.6 5.2 4.8 4.5 4.3 4.2 4.0 3.9 3.8 3.7 3.6 3.5 3.4 3.4 3.2 3.0 2.7
3.3 3.3 3.3 3.4 3.4 3.6 3.8 4.0 4.2 4.2 4.1 4.0 3.9 3.8 3.9 4.0 4.3 4.6 4.7 5.1 5.6 6.2 6.9 7.5 7.9 7.2 6.8 6.2 6.3 5.7 5.2 4.8 4.5 4.3 4.1 4.0 3.9 3.8 3.7 3.6 3.5 3.4 3.4 3.2 3.0 2.7
3.4 3.4 3.5 3.5 3.6 3.7 3.9 4.1 4.3 4.4 4.2 4.1 4.0 3.9 4.0 4.2 4.2 4.5 4.8 5.2 5.7 6.2 6.9 7.6 8.0 7.3 6.9 6.3 5.6 5.7 5.2 4.8 4.5 4.3 4.1 4.0 3.9 3.8 3.7 3.6 3.5 3.4 3.4 3.2 3.0 2.7
3.6 3.6 3.6 3.7 3.8 3.8 4.0 4.2 4.4 4.5 4.3 4.2 4.1 4.1 4.0 4.1 4.3 4.6 4.9 5.3 5.8 6.4 7.0 7.7 7.9 7.2 6.9 6.2 5.6 5.6 5.1 4.7 4.4 4.2 4.1 3.9 3.8 3.7 3.6 3.6 3.5 3.4 3.3 3.2 3.0 2.7
3.7 3.8 3.8 3.9 4.0 4.0 4.2 4.5 4.7 4.7 4.6 4.3 4.3 4.1 4.3 4.3 4.5 4.7 5.0 5.3 5.8 6.3 6.9 7.5 7.9 7.1 6.7 6.1 5.4 4.9 5.0 4.7 4.4 4.2 4.0 3.9 3.8 3.7 3.6 3.6 3.5 3.4 3.3 3.2 3.0 2.7
3.9 4.0 4.1 4.2 4.3 4.3 4.5 4.8 5.1 5.1 5.0 4.5 4.4 4.5 4.5 4.6 4.7 4.8 5.0 5.3 5.7 6.2 6.8 7.3 7.6 6.7 6.4 5.8 5.2 4.7 4.4 4.6 4.3 4.1 4.0 3.9 3.8 3.7 3.6 3.6 3.5 3.4 3.3 3.2 3.0 2.7
4.1 4.2 4.4 4.5 4.5 4.7 4.9 5.4 5.7 5.7 5.4 5.0 4.7 4.8 4.8 4.8 4.9 5.0 5.1 5.4 5.7 6.1 6.5 6.9 7.1 6.2 5.9 5.4 5.0 4.6 4.2 4.0 4.2 4.1 4.0 3.9 3.8 3.7 3.6 3.6 3.5 3.4 3.3 3.2 3.0 2.7
4.2 4.5 4.7 4.9 5.0 5.1 5.5 6.2 6.4 6.4 6.2 5.5 5.2 5.2 5.2 5.2 5.1 5.1 5.2 5.4 5.6 5.9 6.2 6.5 6.6 5.5 5.3 5.0 4.6 4.4 4.1 3.9 3.7 4.0 3.9 3.8 3.8 3.7 3.6 3.6 3.5 3.5 3.4 3.3 3.1 2.8
4.4 4.7 5.0 5.3 5.5 5.6 6.1 6.8 7.1 7.1 6.8 6.1 5.7 5.8 5.6 5.5 5.4 5.3 5.3 5.4 5.6 5.8 6.0 6.1 6.1 4.8 4.7 4.5 4.3 4.1 4.0 3.8 3.7 4.0 3.9 3.8 3.8 3.7 3.7 3.7 3.6 3.5 3.4 3.3 3.1 2.8
4.6 5.0 5.4 5.7 6.0 5.9 6.4 7.3 7.7 7.7 7.3 6.5 6.0 6.2 6.1 5.8 5.7 5.5 5.4 5.4 5.5 5.7 5.8 5.9 5.7 4.1 4.2 4.1 4.0 3.9 3.8 3.7 3.7 3.6 3.9 3.9 3.8 3.8 3.7 3.7 3.7 3.6 3.5 3.4 3.2 2.9
4.8 5.3 5.7 6.1 6.3 6.2 6.7 7.6 8.1 8.1 7.6 6.8 6.3 6.5 6.4 6.2 5.9 5.6 5.5 5.5 5.5 5.6 5.7 5.8 5.6 3.6 3.7 3.7 3.7 3.7 3.7 3.7 3.6 3.6 3.6 3.9 3.8 3.8 3.8 3.8 3.8 3.8 3.7 3.5 3.3 3.1
4.9 5.4 5.9 6.3 6.4 6.3 6.9 7.8 7.8 7.0 6.4 6.7 6.6 6.3 6.0 5.7 5.5 5.5 5.6 5.7 5.8 5.8 5.6 3.1 3.3 3.4 3.4 3.5 3.5 3.6 3.6 3.6 3.6 3.6 3.9 3.9 3.9 3.9 3.9 3.9 3.8 3.7 3.5 3.3
4.9 5.4 5.9 6.3 6.4 6.3 6.8 7.7 7.7 6.9 6.4 6.6 6.6 6.3 6.0 5.7 5.5 5.5 5.6 5.7 5.9 6.0 5.9 2.8 3.0 3.1 3.2 3.3 3.4 3.5 3.6 3.6 3.6 3.7 3.6 3.9 4.0 4.0 4.0 4.0 4.0 3.9 3.8 3.6
4.8 5.3 5.8 6.2 6.3 6.2 6.8 7.6 8.1 8.1 7.6 6.8 6.3 6.5 6.5 6.2 5.9 5.6 5.5 5.5 5.7 5.9 6.1 6.3 6.3 5.9 2.5 2.7 2.9 3.0 3.2 3.3 3.4 3.5 3.6 3.6 3.7 3.7 3.9 4.0 4.1 4.1 4.2 4.2 4.2 4.1 3.9
4.6 5.1 5.5 5.8 6.0 6.0 6.5 7.4 7.8 7.8 7.4 6.6 6.1 6.2 6.0 5.9 5.7 5.5 5.4 5.5 5.7 6.0 6.4 6.6 6.8 6.5 2.3 2.5 2.7 2.8 3.0 3.2 3.3 3.5 3.6 3.6 3.7 3.7 3.8 4.1 4.1 4.2 4.3 4.3 4.3 4.3 4.2
4.4 4.8 5.1 5.4 5.6 5.6 6.1 7.0 7.3 7.3 7.0 6.2 5.7 5.8 5.6 5.5 5.4 5.2 5.2 5.4 5.7 6.1 6.6 7.0 7.2 7.1 2.2 2.4 2.5 2.7 2.9 3.1 3.3 3.4 3.5 3.6 3.7 3.7 3.8 3.9 4.2 4.3 4.3 4.3 4.3 4.4 4.5
4.1 4.4 4.7 4.9 5.1 5.1 5.5 6.3 6.6 6.6 6.3 5.6 5.2 5.2 5.1 5.0 5.0 5.0 5.1 5.4 5.7 6.2 6.8 7.3 7.6 7.4 2.1 2.2 2.4 2.6 2.8 3.0 3.2 3.4 3.5 3.6 3.7 3.7 3.8 3.9 4.0 4.3 4.4 4.3 4.3 4.4 4.5
3.9 4.1 4.3 4.4 4.5 4.6 4.9 5.5 5.8 5.8 5.5 5.0 4.7 4.7 4.6 4.6 4.7 4.7 4.9 5.3 5.7 6.2 6.7 7.3 7.6 7.5 2.0 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.4 3.6 3.6 3.7 3.8 3.9 4.0 4.1 4.3 4.3 4.2 4.3 4.5
3.6 3.8 3.9 4.0 4.0 4.1 4.3 4.7 5.0 5.0 4.8 4.4 4.2 4.2 4.2 4.2 4.3 4.4 4.7 5.1 5.4 6.0 6.7 7.3 7.6 7.5 2.0 2.1 2.2 2.4 2.6 2.8 3.1 3.2 3.4 3.5 3.6 3.6 3.7 3.8 3.9 4.0 4.3 4.2 4.2 4.3 4.5
3.4 3.5 3.6 3.6 3.6 3.7 3.8 4.1 4.4 4.4 4.2 3.9 3.8 3.8 3.8 3.9 4.0 4.2 4.4 4.8 5.3 5.9 6.5 7.1 7.4 7.4 2.0 2.1 2.2 2.4 2.6 2.8 3.0 3.2 3.3 3.4 3.5 3.5 3.5 3.7 3.8 3.9 4.0 4.1 4.1 4.2 4.4
3.2 3.2 3.3 3.3 3.3 3.4 3.5 3.7 3.9 3.9 3.8 3.6 3.5 3.5 3.5 3.6 3.7 4.0 4.2 4.6 5.0 5.6 6.2 6.8 7.2 7.1 2.1 2.2 2.3 2.5 2.7 2.9 3.1 3.2 3.3 3.4 3.4 3.4 3.5 3.7 3.8 3.9 3.9 4.0 4.1 4.1
3.0 3.0 3.0 3.0 3.0 3.1 3.3 3.5 3.7 3.7 3.5 3.3 3.2 3.2 3.2 3.3 3.5 3.7 4.0 4.3 4.7 5.2 5.8 6.3 6.7 6.7 2.1 2.1 2.3 2.4 2.6 2.8 3.0 3.1 3.2 3.2 3.2 3.3 3.4 3.5 3.6 3.7 3.7 3.7 3.9 3.8
2.8 2.9 3.1 3.3 3.4 3.5 3.3 3.2 3.0 3.0 3.0 3.1 3.2 3.5 3.7 4.0 4.4 4.8 5.3 5.8 2.1 2.1 2.2 2.4 2.5 2.7 2.8 2.9 3.0 3.1 3.1 3.1 3.2 3.3 3.4 3.4 3.4 3.4 3.4 3.3
2.6 2.7 2.9 3.1 3.2 3.2 3.1 3.0 2.8 2.8 2.8 2.9 3.0 3.2 3.5 3.7 4.0 4.3 4.7 5.1 2.0 2.0 2.1 2.3 2.4 2.6 2.7 2.8 2.9 2.9 2.9 2.9 3.0 3.1 3.1 3.2 3.1 3.1 3.0 2.9
2.4 2.5 2.7 2.9 3.1 3.1 2.9 2.8 2.6 2.6 2.6 2.7 2.8 3.0 3.2 3.4 3.6 3.9 4.2 4.4 2.0 1.9 2.1 2.2 2.3 2.5 2.6 2.6 2.7 2.7 2.8 2.8 2.8 2.9 2.9 2.9 2.9 2.8 2.7 2.5
2.3 2.4 2.6 2.7 2.9 2.9 2.8 2.6 2.5 2.4 2.4 2.5 2.6 2.7 2.9 3.1 3.3 3.5 3.6 3.8 2.0 1.9 2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.6 2.6 2.6 2.6 2.6 2.7 2.7 2.6 2.5 2.4 2.2
2.1 2.3 2.4 2.6 2.7 2.8 2.6 2.5 2.3 2.3 2.3 2.3 2.4 2.6 2.7 2.8 2.9 3.1 3.2 3.3 2.2 2.3 2.4 2.4 2.4 2.4 2.4 2.4 2.4
2.0 2.1 2.3 2.5 2.6 2.6 2.5 2.3 2.2 2.1 2.1 2.2 2.3 2.3 2.5 2.6 2.6 2.7 2.8 2.8 2.1 2.2 2.2 2.3 2.3 2.3 2.3 2.3 2.3
2.0 2.1 2.1 2.2 2.2 2.2 2.2 2.1 2.1
1.9 2.0 2.0 2.0 2.1 2.1 2.1 2.0 2.0
1.8 1.9 1.9 1.9 2.0 2.0 1.9 1.9 1.9
1.8 1.8 1.8 1.9 1.9 1.8 1.8 1.8
1.7 1.7 1.8 1.8 1.8 1.7 1.7 1.7
1.6 1.6 1.7 1.7 1.7 1.6 1.6 1.6
1.5 1.5 1.6 1.6 1.6 1.5 1.5 1.5 1.5
1.4 1.4 1.5 1.5 1.5 1.4 1.4 1.4 1.4
1.3 1.3 1.4 1.4 1.4 1.4 1.3 1.3 1.3
1.2 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.2
P3
PROPOSED CITY HALL TENANT IMPROVEMENT
2 STORY
B AND A-3 OCCUPANCY
22,464 S.F.
PROPERTY LINE
CURB
SCIENCE DRIVE
EXISTING INDUSTRIAL / OFFICE
GENERATOR
PROPOSED CITY HALL TENANT IMPROVEMENT
2 STORY
B AND A-3 OCCUPANCY
22,464 S.F.
PROPERTY LINE
CURB
SCIENCE DRIVE
EXISTING INDUSTRIAL / OFFICE
GENERATOR
Exp. 6-30-2023
E
LACIRTCL
E
Lic. E16934
E
T
A
T
S
ROFILACFO
N
AI
F
D P R O ESS IONA
L
E
N
G
I
N
E
ERREGISTERE
NEST O R C .I GNACI
O
,
J
R
.
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
12-12-2022
E1.2
SITE LIGHTING
PHOTOMETRICS
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
DESCRIPTION DATE
310
GENERATOR
J J J
GENERAC 250KW PACKAGED GENERATOR UNIT WITH 48 HOUR RUNTIME
DIMENSIONS: (208.3" L x 54.0" W x 134.3" H)
1200A AUTOMATIC
TRANSFER SWITCH
29.19"W X 22.46"D
2'-0"
2'
-
0
"
(T
Y
P
)
A
L
L
-
AR
O
U
N
D
2'
-
0
"
4'
-
6
"
17'-4"
F4
7
g
F4
71L-7
F4
7
g
F471L-7
1L-7
(3) PARALLEL SETS OF
3#600KCM & 1#250 KCM GND
EACH SET IN 4" C
1P-39,41
FOR SPACE HEATER
FOR BATTERY
STARTING CHARGER
1P-38 1P-37
REFER TO OVERALL
SITE PLAN FOR FEEDER
AND CONDUIT SIZES
F4
7
g
F4
F4
7
g
F4
g
Exp. 6-30-2023
E
LACIRTCL
E
Lic. E16934
E
T
A
T
S
ROFILACFO
N
AI
F
D P R O ESS IONA
L
E
N
G
I
N
E
ERREGISTERE
NEST O R C .I GNACI
O
,
J
R
.
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
3/4" = 1'-0"
12-12-2022
E1.3
GENERATOR
YARD ENLARGED
PLAN
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
N
O R HT
3/4" = 1'-0"
SITE PLAN - ELECTRICAL - Callout 11
GENERATOR SPECIFICATIONS
GENERAC INDUSTRIAL DIESEL ENGINE-DRIVEN GENERATOR SET WITH
TURBOCHARGED/AFTERCOOLED 6-CYLINDER 8.L ENGINE, CONSISTING OF
THE FOLLOWING FEATURES AND ACCESSORIES:
• STATIONARY EMERGENCY-STANDBY RATED
• 250 kW RATING, WIRE FOR 120/208 VAC THREE PHASE, 60 HZ
• STANDARD WEATHER PROTECTIVE ENCLOSURE, STEEL
1. INDUSTRIAL GREY BAKED-ON POWDER COAT FINISH
• UL2200
• EPA CERTIFIED
• SCAQMD
• H-100 CONTROL PANEL
1. MEETS NFPA 99 AND 110 REQUIREMENTS
2. TEMP RANGE -40 TO 70 DEGRESS C
3. DIGITAL MICROPROCESSOR
4. ENGINE FUNCTIONI MONITORING AND CONTROL
5. 2-WIRE STARTS CONTROL FOR ANY 2-WIRE TRANSFER SWITCH
• 21 LIGHT REMOTE ANNUNCIATOR
• REMOTE EMERGENCY STOP SWITCH, BREAK-GLASS
• 110AH, 925 CCA GROUP 31 BATTERIES WITH RACK INSTALLED
• BATTERY CHARGER, 10 AMP, NFPA 110 COMPLIANT
• COOLANT HEATER, 2000W, 240VAC
• 24" 500 GALLON DOUBLE-WALL UL142 BASE TANK
• STAINLESS STEEL FIRE--RATED FUEL SUPPLY AND RETUN HOSES
• PAD VIBRATION ISOLATORS
• 12 POSITIION 1PH LOAD CENTER
• 120V GFCI AND 240V OUTLET
• ENGINE RUN RELAY
• MLCB, 100% RATED THERMAL-MAGNETIC
AUTOMATIC TRANSFER SWITCH SPECIFICATIONS
PSTS SERIES AUTOMATIC TRANSFER SWITCH CONSISTING OF THE
FOLLOWING FEATURES AND ACCESSORIES:
• STANDARD OPEN TRANSITION
• 32D -INPHASE TRANSFER, DEFAULT TO TIME DELAY NEUTRAL
• CONTATOR-BASED DESIGN
• 12000 AMP, 3 POLE, 120/208 VAC THREE PHASE
• CSA C22.2 CERTIFIED
• CUL LISTED
• UL1009 LISTED
• NEMA 3R ENCLOSURE
• ATC-300+ MICROPROCESSOR-BASED CONTROLLER
• 41A -100W SPACE HEATER WITH ADJUSTABLE THERMOSTAT
• 42 -IBC/CBC SEISMIC QUALIFIED
• 36 -LOAD SHED FROM EMERGENCY
DESCRIPTION DATE
311
1 2 3 4 5 6
A
B
C
D
E
MS
(E) PANEL 1H
(E) PANEL 1L
(E) PANEL 1P
1
2 (TYP.)
2 (TYP.)
2 (TYP.)
2 (TYP.)
2 (TYP.)
2 (TYP.)
Exp. 6-30-2023
E
LACIRTCL
E
Lic. E16934
E
T
A
T
S
ROFILACFO
N
AI
F
D P R O ESS IONA
L
E
N
G
I
N
E
ERREGISTERE
NEST O R C .I GNACI
O
,
J
R
.
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
E2.1
FIRST FLOOR
DEMOLITION
PLAN -
ELECTRICAL
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
N
O R HT
1/8" = 1'-0"
FIRST FLOOR DEMOLITION PLAN - ELECTRICAL1
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
DEMOLITION PLAN GENERAL NOTES
A. ELECTRICAL CONTRACTOR SHALL INVESTIGATE PROJECT SITE TO DETERMINE
ALL CONDITIONS WHICH MAY AFFECT THE EXECUTION OF HIS WORK. HE
SHALL BE RESPONSIBLE FOR DE-ENERGIZING CIRCUITS IN DEMOLITION AREAS
TO ENSURE A SAFE CONDITION. MAINTAIN ELECTRICAL SERVICE TO TO
EXISTING EQUIPMENT, SERVICES, AND CIRCUITS AS REQUIRED. SCHEDULING
OF SERVICE OUTAGES SHALL BE COORDINATED WITH ARCHITECT AND
OWNER.
B. ELECTRICAL CONTRACTOR SHALL DISCONNECT AND REMOVE ALL EXISTING
ELECTRICAL MATERIAL WHICH WILL NOT BE REUSED. UNUSED CONDUITS
SHALL BE CUT OFF AND PLUGGED FLUSH WITH SURFACES. EXISTING
MATERIAL WHICH IS NOT TO BE REUSED OR IS NOT REQUIRED TO BE
RETAINED BY OWNER SHALL BE REMOVED FROM SITE.
C. UNLESS OTHERWISE NOTED ALL EXISTING LIGHTING FIXTURES, SWITCHES,
DUPLEX RECEPTACLES, P/A SPEAKERS, TELE/DATA OUTLETS AND ALL
ASSOCIATED CONDUIT AND WIRING SHALL BE REMOVED TO FACILITATE NEW
CONSTRUCTION WORK. THE CONTRACTOR IS HEREBY ADVISED THAT THESE
DRAWINGS HAVE BEEN CREATED WITH THE BEST INFORMATION AVAILABLE
BUT MAY NOT LOCATE ALL EXISTING WIRING AND/OR EQUIPMENT WHICH
MUST BE REMOVED, REWORKED, RELOCATED, ETC TO FACILIATE DEMOLITION
AND RECONSTRUCTION WORK IN THE EXISTING BUILDING. WHERE POSSIBLE,
MAJOR PORTIONS OF THE EXISTING ELECTRICAL SYSTEMS WHICH ARE
OBVIOUSLY MAJOR WORK ITEMS HAVE BEEN SHOWN ON THE DRAWINGS TO
ASSIST THE CONTRCACTOR ONLY. THE CONTRACTOR IS REQUIRED TO VISIT
THE JOB SITE TO VERIFY EXISTING CONDITIONS PRIOR TO BID. REMOVE ALL
UNUSED CONDUIT AND CONDUCTORS BACK TO NEAREST JUNCTION BOX IN
ACCORDANCE WITH AUTHORITY HAVING JURISDICTION TO NEC 110-12.
D. WHERE EXISTING CIRCUITING IS DISTURBED BY DEMOLITION WORK, THE
CONTRACTOR SHALL REWORK AND/OR EXTEND EXISTING CIRCUITING AS
REQUIRED TO MAINTAIN CONTINUITY TO ALL REMAINING LOADS AFFECTED BY
CIRCUIT.
E. DISCONNECT AND REMOVE CIRCUITING BACK TO SOURCE OR NEAREST POINT
PRACTICAL TO MAINTAIN ELECTRICAL CONTINUITY OF REMAINING DEVICES,
EXTEND CONDUIT AND CONDUCTORS AS NECESSARY TO MAINTAIN CIRCUIT
INTEGRITY.
KEYNOTES:
1. EXISTING TO REMAIN.
2. REMOVE EXISTING DEVICE AND CIRCUIT BACK TO SOURCE PANEL.
#
DESCRIPTION DATE
312
1 2 3 4 5 6
A
B
C
D
E
(E) PANEL 2L
(E) PANEL 2P 1
1
Exp. 6-30-2023
E
LACIRTCL
E
Lic. E16934
E
T
A
T
S
ROFILACFO
N
AI
F
D P R O ESS IONA
L
E
N
G
I
N
E
ERREGISTERE
NEST O R C .I GNACI
O
,
J
R
.
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
E2.2
SECOND FLOOR
DEMOLITION
PLAN -
ELECTRICAL
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
N
O R HT
1/8" = 1'-0"
SECOND FLOOR DEMOLITION PLAN - ELECTRICAL1
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
DEMOLITION PLAN GENERAL NOTES
A. ELECTRICAL CONTRACTOR SHALL INVESTIGATE PROJECT SITE TO DETERMINE
ALL CONDITIONS WHICH MAY AFFECT THE EXECUTION OF HIS WORK. HE
SHALL BE RESPONSIBLE FOR DE-ENERGIZING CIRCUITS IN DEMOLITION AREAS
TO ENSURE A SAFE CONDITION. MAINTAIN ELECTRICAL SERVICE TO TO
EXISTING EQUIPMENT, SERVICES, AND CIRCUITS AS REQUIRED. SCHEDULING
OF SERVICE OUTAGES SHALL BE COORDINATED WITH ARCHITECT AND
OWNER.
B. ELECTRICAL CONTRACTOR SHALL DISCONNECT AND REMOVE ALL EXISTING
ELECTRICAL MATERIAL WHICH WILL NOT BE REUSED. UNUSED CONDUITS
SHALL BE CUT OFF AND PLUGGED FLUSH WITH SURFACES. EXISTING
MATERIAL WHICH IS NOT TO BE REUSED OR IS NOT REQUIRED TO BE
RETAINED BY OWNER SHALL BE REMOVED FROM SITE.
C. UNLESS OTHERWISE NOTED ALL EXISTING LIGHTING FIXTURES, SWITCHES,
DUPLEX RECEPTACLES, P/A SPEAKERS, TELE/DATA OUTLETS AND ALL
ASSOCIATED CONDUIT AND WIRING SHALL BE REMOVED TO FACILITATE NEW
CONSTRUCTION WORK. THE CONTRACTOR IS HEREBY ADVISED THAT THESE
DRAWINGS HAVE BEEN CREATED WITH THE BEST INFORMATION AVAILABLE
BUT MAY NOT LOCATE ALL EXISTING WIRING AND/OR EQUIPMENT WHICH
MUST BE REMOVED, REWORKED, RELOCATED, ETC TO FACILIATE DEMOLITION
AND RECONSTRUCTION WORK IN THE EXISTING BUILDING. WHERE POSSIBLE,
MAJOR PORTIONS OF THE EXISTING ELECTRICAL SYSTEMS WHICH ARE
OBVIOUSLY MAJOR WORK ITEMS HAVE BEEN SHOWN ON THE DRAWINGS TO
ASSIST THE CONTRCACTOR ONLY. THE CONTRACTOR IS REQUIRED TO VISIT
THE JOB SITE TO VERIFY EXISTING CONDITIONS PRIOR TO BID. REMOVE ALL
UNUSED CONDUIT AND CONDUCTORS BACK TO NEAREST JUNCTION BOX IN
ACCORDANCE WITH AUTHORITY HAVING JURISDICTION TO NEC 110-12.
D. WHERE EXISTING CIRCUITING IS DISTURBED BY DEMOLITION WORK, THE
CONTRACTOR SHALL REWORK AND/OR EXTEND EXISTING CIRCUITING AS
REQUIRED TO MAINTAIN CONTINUITY TO ALL REMAINING LOADS AFFECTED BY
CIRCUIT.
E. DISCONNECT AND REMOVE CIRCUITING BACK TO SOURCE OR NEAREST POINT
PRACTICAL TO MAINTAIN ELECTRICAL CONTINUITY OF REMAINING DEVICES,
EXTEND CONDUIT AND CONDUCTORS AS NECESSARY TO MAINTAIN CIRCUIT
INTEGRITY.
KEYNOTES:
1. EXISTING TO REMAIN.
#
DESCRIPTION DATE
313
15A3
RW
15A 3
RW
15A 3
RW
15A1
RW
15A2
RW
15A 1
RW
15A1
RW
15A 3
RW
15A2
RW
15
A
1 RW
15A 2
RW
15
A
2RW
15A1
RW
15A 2
RW
15A 2
RW
15
A
2RW
15A 3
RW
15A3
RW
15
A
1RW
15
A
2 RW
15
A
2RW
15A 3
RW
15
A
3 RW
15
A
3 RW
15A 3
RW
15
A
1RW
15
A
2 RW
15A1
RW
15A 2
RW
15A3
RW
15A 1
RW
15A3
RW
H3
15
A
1RW
3 15A 1
RW
15
A
1 RW
15
A
2 RW
15
A
2RW
{LS8V}
{LD16D}
{LD5}
{LD5}
{LD5}
{LD5}
{LD5}
{LD5}
{LD5}
{LD5}
{LD5}{LS9>}
{LD5D}
{LS9<}
{LS18ME}
{LS18ME}
{LD2}{LD2}
{LD4D}
{LS18ME}
8B
DP
{LS9<}
{LS8V}
{LS8V}
{LD6D}
{LD6D}
{LD6D}
{LD16D}
{LD2}{LD2}
{LD2}
{LD2}
{LD2}
{LD2}
{LD2}
{LD1}
{LD15}
{LD15}
{LD4D}
{LD4D}
{LD4D}
{LD4D}{LD4D}
{LD4D}
{LD14}
{LD14}
{LD16D}
{LS8V}
{LD16D}
{LD5}
{LD5}
{LD5}
{LD5}
{LD5}
{LD5}
{LD5}
{LD5}
{LD5}{LS9>}
{LD5D}
{LS9<}
{LS18ME}
{LS18ME}
{LD2}{LD2}
{LD4D}
{LS18ME}
8B
DP
{LS9<}
{LS8V}
{LS8V}
{LD6D}
{LD6D}
{LD6D}
{LD16D}
{LD2}{LD2}
{LD2}
{LD2}
{LD2}
{LD2}
{LD2}
{LD1}
{LD15}
{LD15}
{LD4D}
{LD4D}
{LD4D}
{LD4D}{LD4D}
{LD4D}
{LD14}
{LD14}
{LD16D}
1 2 3 4 5 6
A
B
C
D
E
MS
(E) PANEL 1P
(E) PANEL 1H
(E) PANEL 1L
F1
2
p
F1
F1
2
p
F1
F2
2
n
F2 F2
2
n
F2
F2
2
m
F2 F2
2
m
F2
F2
2
q
F2
F2
2
q
F2F2
2
s
F2F2
2
v
F2
F2
2
v
F2
F1
2
b
F1 F1
2
b
F1 F1
2
b
F1
F1
2
c
F1
F1
1
b
F1 F1
1
b
F1
F1
1
a
F1 F1
1
a
F1
F2
1
i
F2 F2
1
i
F2
F2
1
k
F2F2
1
k
F2
F1
1
a
F1 F1
1
a
F1
F1
1
h
F1 F1
1
h
F1
F1
1
e
F1F1
1
a
F1F2
3
y
F2
F2
3
y
F2
F2
3
y
F2F2
3
y
F2
F2
3
y
F2
F2
3
j
F2
F1D
4
f
F1D
F1D
4
g
F1D
F1D
4
f
F1DF1D
4
f
F1D
F1D
4
g
F1D
F1D
4
g
F1D F1D
4
g
F1D F1D
4
g
F1D
F1 /4 /cF1
F1 /4 /cF1
F2
3
j
SE
F2
F2
3
j
F2
F1
5
k
F1F1
5
m
F1
F2
5
r
F2
F2
3
r
F2
F2
3
r
F2
F1
2
v
F1
F1
5
t
F1F1
5
t
F1
F1
5
t
F1 F1
5
t
F1 F2
3
r
F2
F2
5
a
F2
F2
5
a
F2
F2
5
a
F2
F1D /4 /hF1D
F1D /4 /iF1D
F1D
4
i
F1D
F1D
4
h
F1D
F1D
4
i
F1D
F1
4
a
F1 F1
4
a
F1
F2
2
r
F2
F2
2
r
F2
F2
2
n
F2 F2
2
n
F2
F1
2
v
F1
F2
2
s
F2
F5
1
j
F5
F6
1
F6
F6
1
F6
F6
5
p
F6 F6
5
p
F6
F6
5
q
F6F6
5
q
F6F6
5
q
F6
F5
5
n
F5 F5
5
n
F5
F5
5
n
F5
F6
5
n
F6
F6
5
n
F6F6
5
n
F6F6
5
n
F6
F5
5
n
F5
F5
4
f
F5 F5
4
f
F5 F5
4
f
F5
F5
4
f
F5
F5
4
f
F5
F5
4
g
F5
F5
4
g
F5
F5
4
g
F5
F5
4
g
F5F5
4
g
F5F5
4
g
F5F5
4
i
F5
F5
4
i
F5
F5
4
i
F5
F5
4
i
F5
F5
4
i
F5
F5 /4 /hF5 F5 /4 /hF5
F5 /4 /hF5F5 /4 /hF5
F5
4
h
F5 F5
4
h
F5
F5
4
f
F5
F5
4
i
F5
F5
4
i
F5
F5
4
h
F5
F5
4
h
F5
F5
4
h
F5
F5
4
b
F5 F5
4
b
F5
F5
4
b
F5
F1
4
c
F1
F1
4
c
F1
F1
4
c
F1
F3
1
z
F3
F3
1
z
F3
F3
1
z
F3
F7
3
t
F7
F7
3
t
F7
F7
3
w
F7 F7
3
w
F7
F11
3
w
F11
F9
3
F9 F9
3
F9 F9
3
F9
F9
3
F9F9
3
F9F9
3
F9
F9
3
F9 F9
3
F9 F9
3
F9
F12
3
SE
F12
F4
19
+18'-0"
F4
O/
s
O a
O b
O c
O/a
O/
b
O/c
O fOgOhOi
O
y
O
z
O/
j
O/
w
O/
f
O/
e
O/
n
O/
p
O/qO/rO/s
O/v
O/tO/r
O/m
O/
k
O/
p
O/q
O/
n
O/
t
O/h
O/
k
O/
m
O/
g
O/
a
F6 /2 /u/SEF6
F6 /2 /u/SEF6
F5
3
e
F5O/e
F3
3
a
F3
O/
i
O/j
F1D
4
i
F1D
F10
6
k
F10
F11
3
w
F11
F11
3
F11F11
3
F11F5
5
n
F5
DP1-1
1
4
u
X1
13
NL
X1
1L-8
DMX DRIVER
1L-6
1L-6
X1
13
NL
X1
F12
3
SE
F12
X1
13
NL
X1
A1A1 A1A1
A2A2
A2A2
A1A1 A1A1
A1A1
A1A1
A1A1
A1A1
A1A1
A1A1
A1A1
2
3
A1A1 A1A1 A1A1
A1A1 A1A1
A1A1 A1A1
X1
13
NL
X1
X1 /14/NLX1
X1
3
NL
X1
X1 /14/NLX1
X1 /4/NLX1
F1
13
c
SE
F1
F2
13
y
SE
F2
F2
13
y
SE
F2
F1D
13
g
SE
F1D F1D
13
g
SE
F1D
F1D
13
i
SE
F1D
F1D
13
i
SE
F1D
F2
13
SE
F2F2
13
SE
F2 F2
13
SE
F2
F2
13
SE
F2
F1
13
SE
F1 F1
13
SE
F1 F1
13
SE
F1
F1
13
SE
F1
F1
13
SE
F1
F1
13
SE
F1
X1
13
NL
X1
F8
15
SE
F8
F8 /15/SEF8
6 6
6
Exp. 6-30-2023
E
LACIRTCL
E
Lic. E16934
E
T
A
T
S
ROFILACFO
N
AI
F
D P R O ESS IONA
L
E
N
G
I
N
E
ERREGISTERE
NEST O R C .I GNACI
O
,
J
R
.
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
E3.1
FIRST FLOOR
PLAN - LIGHTING
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
N
O R HT
1/8" = 1'-0"
FIRST FLOOR PLAN - LIGHTING1
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
GENERAL NOTES
A. THE FIXTURE SCHEDULE INDICATED GENERAL DESCRIPTION OF LIGHTING FIXTURES AND
MANUFACTURERS CATALOG NUMBERS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO
DETERMINE THE CORRECT CEILING CONFIGURATION AND PROVIDE THE FIXTURES WITH ALL
NECESSARY TRIMS AND MOUNTING HARDWARE SO THAT BOTH THE CEILING SYSTEMS AND THE
FIXTURE CONSTRUCTION MATCHES.
B. IT SHALL BE CONTRACTORS RESPONSIBILITY TO VERIFY EXACT LOCATION OF ALL LIGHTING FIXTURES
AND TYPE OF CEILINGS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND ELEVATIONS PRIOR TO
ANY WORK.
C. A JUNCTION BOX MUST BE PROVIDED WITH ALL EXIT LIGHTS CONNECTED TO MORE THAN ONE SET OF
CONDUCTORS UNLESS THE EXIT LIGHT FIXTURE IS FURNISHED WITH AN APPROVED OUTLET BOX FOR
THROUGH WIRING.
D. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO COORDINATE THE FINAL LOCATION OF THE
LIGHTING FIXTURE IN MECHANICAL, ELECTRICAL, AND OTHER EQUIPMENT ROOMS WHERE CONDUITS,
DUCT WORK, PIPING, ETC. ARE PRESENT TO AVOID CONFLICT AND ENABLE PROPER ILLUMINATION
DISTRIBUTION.
E. CONTRACTOR SHALL VERIFY FIXTURES MOUNTING HEIGHT WITH ARCHITECT PRIOR TO ROUGHING.
F. * -REFER TO SURFACE MOUNT FIXTURE.
G. WHEN LIGHTING SYSTEM IS INDICATED WITH A CONNECTED TO A REMOTE EMERGENCY POWER
SOURCE (I.E. AN INVERTER OR GENERATOR) PROVIDE UL924 LIGHTED INTERFACE EQUIPMENT TO
ALLOW THE OVERRIDE OF THE LOCAL SWITCH AND/OR DIMMING A POWER OUTAGE.
KEYED NOTES:
1. RECESSED WALL MOUNTED PLAYBACK STATION TO CONTROL BROADCAST LIGHTING. PROVIDE 8
SCENE SELECT, BANK SELECT, BLACKOUT, RECORD, AND RECALL BUTTONS AND LED INDICATOR FOR
ALL FUNCTIONS AND DMX STATUS. PROVIDE BRIGHTLINE MODEL BL-SR516W.
2. PROVIDE DMX DRIVER AND POWER SUPPLY FOR TYPE A1 AND A2 LUMINAIRES. SEE BROADCAST
LIGHTING CONTROL DIAGRAM ON SHEET E0.3. MOUNT IN AV RACK, COORDINATE WITH AV SYSTEMS.
3. PROVIDE LIGHTING CONTROL CONSOLE FOR BROADCAST LIGHTING. SEE BROADCAST LIGHTING
CONTROL DIAGRAM ON SHEET E0.3.
4. AIM TYPE A2 LUMINAIRES TOWARD LECTURN.
5. PROVIDE WITH DRYWALL FRAME KIT.
6. PROVIDE STAIRWELL LIGHTING WITH TWO (2) BRANCH CIRCUITS, 1L-11 AND ELP-15. REFER TO 10/E6.1
FOR WIRING DIAGRAM
5 (TYP 3)
DESCRIPTION DATE
#
314
1'
{LD5D}{LD5D}
{LS9<}
{LD5D}
{LD2}
{LD5D}
{LD5D}
{LD5}
{LD5}
{LD5D}
{LD5D}
{LD4D}
{LD1}
{LD5D}{LD5D}
{LD5D}
{LD5D}
{LD5}
{LD5}
{LD6D}
{LD1}
{LD1}
{LD1}
{LD4D}
{LD5}
{LD5}
{LD6D}
{LD6D}
{LD6D}
{LD15}
{LD15}
{LD15}
{LD6D}
{LD5D}
{LD5D}{LD5}{LD5}
{LS9<}
{LS9<}
{LS51}
{LD4D}
{LS8V}
{LS8V}
{LS8SU}
{LD14}
{LD14}
{LD5D}{LD5D}
{LS9<}
{LD5D}
{LD2}
{LD5D}
{LD5D}
{LD5}
{LD5}
{LD5D}
{LD5D}
{LD4D}
{LD1}
{LD5D}{LD5D}
{LD5D}
{LD5D}
{LD5}
{LD5}
{LD6D}
{LD1}
{LD1}
{LD1}
{LD4D}
{LD5}
{LD5}
{LD6D}
{LD6D}
{LD6D}
{LD15}
{LD15}
{LD15}
{LD6D}
{LD5D}
{LD5D}{LD5}{LD5}
{LS9<}
{LS9<}
{LS51}
{LD4D}
{LS8V}
{LS8V}
{LS8SU}
{LD14}
{LD14}
1 2 3 4 5 6
A
B
C
D
E
copier
(E) PANEL 2P
(E) PANEL 2L
F1
2
m
F1
F1
2
m
F1
F1
2
i
F1
F1
1
b
F1 F1
1
b
F1
F1
1
b
F1
F1
1
a
F1
F1
1
a
F1
F1
1
a
F1
F1
1
c
F1
F1
1
e
F1
F1
2
s
F1
F1
2
s
F1
F1
2
s
F1
F1
2
q
F1
F1
2
q
F1
F1
2
r
F1
F1
2
r
F1
F1
2
k
F1
F1
1
d
F1 F1
1
d
F1
F1
1
d
F1F1
1
d
F1F1
1
d
F1F1
1
d
F1
F1
1
d
F1F1
1
d
F1 F1
1
d
F1 F1
1
d
F1 F1
17
d
SE
F1
F1
1
d
F1F1
1
d
F1F1
17
d
SE
F1F1
1
d
F1
F1
1
d
F1 F1
1
d
F1
F2
4
y
F2
F2
4
z
F2F2
4
z
F2
F2
4
y
F2
F2
4
y
F2F2
4
y
F2
F1
5
u
F1
F1
5
u
F1
F1
4
u
F1
F1
4
u
F1F1
5
u
F1F1
5
u
F1
F1
4
u
F1
F1 /17 /q/SEF1 F1
4
q
F1
F1
4
q
F1
F1
4
q
F1
F1 /17 /q/SEF1 F1
5
q
F1
F1
5
p
F1
F1
5
p
F1F1
5
p
F1
F1
5
n
F1
F2
3
m
F2 F2
3
m
F2
F2
3
m
F2
F2
3
m
F2
F1 /4 /gF1
F1 /4 /gF1 F1 /4 /gF1
F1 /4 /gF1
F1 /4 /gF1
F1 /4 /gF1
F1
3
e
F1
F1
3
e
F1
F1
3
e
F1
F1
3
e
F1
F1
5
u
F1 F1
5
u
F1F1
5
v
F1 F1
5
v
F1
F1
5
y
F1 F1
5
y
F1F1
5
y
F1
F1
3
b
F1 F1
3
b
F1
F1
3
b
F1
F1
3
a
F1 F1
3
a
F1
F1
5
a
F1
F1
5
a
F1
F1
3
j
F1
F1
3
j
F1
F1
3
j
F1 F1
3
i
F1 F1
3
i
F1
F1
3
i
F1F1
3
i
F1F1
3
j
F1
F1
3
i
F1 F1
3
i
F1
F1
3
j
F1
F1
2
n
F1
F1
2
n
F1 F1
2
n
F1
F1
2
n
F1
F1
2
k
F1 F1
2
p
F1
F1
2
k
F1 F1
2
k
F1 F1
2
k
F1 F1
2
p
F1
F1
2
i
F1
F1
2
i
F1 F1
2
i
F1F1
2
i
F1
F1
5
b
F1
F1
5
s
F1F1
5
s
F1
F1
17
s
SE
F1 F1
5
s
F1
F1
5
s
F1
F1
5
s
F1
F1
5
s
F1F1
5
s
F1
F1
5
a
F1 F1
5
a
F1
F1
5
b
F1F1
5
b
F1
F1
5
k
F1
F1
3
k
F1
F1
2
k
F1F1
2
k
F1
F1
2
i
F1
F1
2
j
F1
F1
2
d
F1
F1
1
d
SE
F1
O/e
F11
4
x
F11 F11
4
x
F11
F7
4
x
F7
F7
4
x
F7
F7
4
w
F7F7
4
w
F7
F11
4
w
F11
F11
4
w
F11
F7
3
d
F7
F7
3
d
F7
F5
3
c
F5
F12
4
F12 F12
4
F12O/a O/b
O/c
O/
d
O/g
O/a O/b
O/
f
O/
g
O/s O/r O/q
O/
c
O/
d
O/
e
O/
h
O/
j
O/
k
O/
p
O/nO/m
O/iO/yO/u
O/
z
O/t
O/r
O/s
O/uO/v
O/p
O n
O/
m
O/
j
O/
i
O/
x
O/
w
D/
f
D/
k
F1
5
n
F1
O/q
F1
3
a
F1
F5
3
c
F5
F12
3
d
F12
F5
1
n
SE
F5
F5
1
n
F5
F5
1
n
SE
F5F5
1
n
F5 O/n
F7
2
h
F7
F5
4
a
F5
O/a
F1
3
f
F1
F8 /5 /t/SEF8
X1 /17/NLX1
X1 /17/NLX1
X1 /5/NLX1
X1 /5/NLX1
X1 /17/NLX1
X1 /1/NLX1
X1
17
NL
X1
X1
17
NL
X1
X1 /2/NLX1
X1 /17/NLX1
X1 /3/NLX1
O/a
O/y
O/
a
O/
b
F12
4
F12 F12
4
F12
9' - 0" (E)
9' - 0"
9' - 0" (E)
9' - 0" (E)
9' - 0" (E)
10' - 0"
F12
4
F12
F12
4
F12
O/
a
F5
4
a
F5
F8
5
s
SE
F8
O/a
F1
17
j
SE
F1
F1
17
j
SE
F1
F1
17
f
SE
F1
F1
17
SE
F1
F1
17
SE
F1
F1 /17 /q/SEF1
F1
17
SE
F1
Exp. 6-30-2023
E
LACIRTCL
E
Lic. E16934
E
T
A
T
S
ROFILACFO
N
AI
F
D P R O ESS IONA
L
E
N
G
I
N
E
ERREGISTERE
NEST O R C .I GNACI
O
,
J
R
.
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
E3.2
SECOND FLOOR
PLAN - LIGHTING
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
N
O R HT
1/8" = 1'-0"
SECOND FLOOR PLAN - LIGHTING1
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
GENERAL NOTES
A. THE FIXTURE SCHEDULE INDICATED GENERAL DESCRIPTION OF LIGHTING FIXTURES AND
MANUFACTURERS CATALOG NUMBERS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO
DETERMINE THE CORRECT CEILING CONFIGURATION AND PROVIDE THE FIXTURES WITH ALL
NECESSARY TRIMS AND MOUNTING HARDWARE SO THAT BOTH THE CEILING SYSTEMS AND THE
FIXTURE CONSTRUCTION MATCHES.
B. IT SHALL BE CONTRACTORS RESPONSIBILITY TO VERIFY EXACT LOCATION OF ALL LIGHTING FIXTURES
AND TYPE OF CEILINGS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND ELEVATIONS PRIOR TO
ANY WORK.
C. A JUNCTION BOX MUST BE PROVIDED WITH ALL EXIT LIGHTS CONNECTED TO MORE THAN ONE SET OF
CONDUCTORS UNLESS THE EXIT LIGHT FIXTURE IS FURNISHED WITH AN APPROVED OUTLET BOX FOR
THROUGH WIRING.
D. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO COORDINATE THE FINAL LOCATION OF THE
LIGHTING FIXTURE IN MECHANICAL, ELECTRICAL, AND OTHER EQUIPMENT ROOMS WHERE CONDUITS,
DUCT WORK, PIPING, ETC. ARE PRESENT TO AVOID CONFLICT AND ENABLE PROPER ILLUMINATION
DISTRIBUTION.
E. CONTRACTOR SHALL VERIFY FIXTURES MOUNTING HEIGHT WITH ARCHITECT PRIOR TO ROUGHING.
F. * -REFER TO SURFACE MOUNT FIXTURE.
G. WHEN LIGHTING SYSTEM IS INDICATED WITH A CONNECTED TO A REMOTE EMERGENCY POWER
SOURCE (I.E. AN INVERTER OR GENERATOR) PROVIDE UL924 LIGHTED INTERFACE EQUIPMENT TO
ALLOW THE OVERRIDE OF THE LOCAL SWITCH AND/OR DIMMING A POWER OUTAGE.
DESCRIPTION DATE
315
J
J
J
PB J
J
J
J
1 2 3 4 5 6
A
B
C
D
E
COUNCIL DAIS
131
OPEN OFFICE
112
STORAGE
130C
G/N RESTROOM
130A
(E) BREAK ROOM
107
ELEC. RM
105
(E) MRR
104
(E) WRR
102
ELEV. EQUIP
110A
LOBBY
100
CORRIDOR
106
CD OFFICE
113
CONF.
111
PUBLIC COUNTER
110
CD OFFICE
114
MPOE
112A
FS RISER
112B
CD OFFICE
115
CD OFFICE
116
CD OFFICE
117
CITY ENGINEER PW
118
CD OFFICE
119CEPW OFFICE
120
CEPW OFFICE
121
JAN
103
COUNCIL LOBBY
130
AUDIO VISUAL
132
BROADCAST CONTROL
133
CONFERENCE ROOM
134
VAULT
140
STORAGE
141
COUNCIL CHAMBER PUBLIC
131
STAIR #2
108
MS
(E) PANEL 1P
(E) PANEL 1L
(E) PANEL 1H
FATC
FACP
1
1
81P-8
81P-8
91P-9
111P-11
121P-12
121P-12
121P-12
121P-12
161P-16
11P-1
151P-15
151P-15
181P-18
181P-18
181P-18
191P-19
191P-19
251P-25
191P-19
211P-21
201P-20
211P-21
241P-24
81P-8
11P-1 11P-111P-1
11P-1
11P-1
21P-2
21P-2
21P-2
21P-2
21P-2
31P-331P-3
31P-3
31P-3
31P-3
31P-3
41P-4 41P-4
41P-4
41P-4
41P-4
41P-4
51P-551P-5
51P-5
51P-5
51P-5
51P-5
61P-6
61P-6
61P-6
61P-6
61P-6
61P-6
71P-7
71P-771P-7
71P-7
71P-7
71P-7
21P-2
261P-26
261P-26
81P-8
81P-8
81P-8
A A
A
AAAA
A
A
A
A
A
A A
A A A A
101P-10101P-10101P-10101P-10
111P-11 111P-11 111P-11 111P-11
121P-12121P-12
151P-15
151P-15
151P-15
151P-15
91P-9 91P-991P-9
91P-9
91P-9
131P-13
141P-14
1P-11,13
1P-12,14
5
5
161P-16
161P-16
181P-18
181P-18
181P-18
191P-19
191P-19
191P-19
201P-20
201P-20
201P-20
201P-20
201P-20
221P-22
221P-22
221P-22
221P-22
231P-23
231P-23
231P-23
231P-23
231P-23
1H-2
21H-2
21H-2
11H-1
(N) PANEL ELP
1P-2,3,4
1P-5,6,7
FC-7
1P-
19,20,21
FC-2
FC-3
FC-5
FC-4
FC-1
IU-2
1H-2
(E) ELEV
DISCONNECT
1H-7,9
1H-11,13
1H-4,6
1P-18
1P-26
1P-16
1H-3,5
1P-
27,29,31,33
1P-1
1H-8,10
1H-15,17
FC-6
1H-19,21
IU-1
+42"+42"
1P-24,25
1H-1
1P-15
1H-1
+42"
+42"
1P-8
1P-23
1L-
34,36,38,40
1L-
33,35,37,39
1P-
28,30,32,34
2
2
351P-35
351P-35
351P-35
1P-35
1P-17
+72"
1
DH
3
1P-36
4
81P-8
1P-8
WP
ELP-1
ELP-2
1P-10
1P-11
1P-9
2
1P-22
TO OU-2TO OU-1
SB-DBA
191P-19
Exp. 6-30-2023
E
LACIRTCL
E
Lic. E16934
E
T
A
T
S
ROFILACFO
N
AI
F
D P R O ESS IONA
L
E
N
G
I
N
E
ERREGISTERE
NEST O R C .I GNACI
O
,
J
R
.
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
E4.1
FIRST FLOOR
PLAN - POWER
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
N
O R HT
1/8" = 1'-0"
FIRST FLOOR PLAN - POWER1
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
POWER PLAN GENERAL NOTES
KEYNOTES:
1. PROVIDE RECESSED "CLOCK STYLE" RECEPTACLE OUTLET BEHIND FLAT TV
PANEL. PROVIDE CABLE DROP ROUTED INSIDE WALL TO ENABLE HDMI/DATA
CABLING TO BE FISHED DOWN WALL IN A 1" CONDUIT. PROVIDE 1-GANG
JUNCTION BOX WITH PASS-THROUGH COVER PLATE MOUNTED ADJACENT TO
ELECTRICAL RECEPTACLE. COORDINATE HEIGHT AND ROUTING OF 1" CONDUIT
WITH CLIENT OR AV CONSULTANT.
2. PROVIDE 3/4"C-4#12, 2#10 (NEUTRAL), 1#12 EQUIPMENT GROUND AND 1#12
ISOLATED GROUND. TYPICAL FOR ALL FURNITURE FEEDS.
3. DENOTES ADA "PUSH TO OPEN" PUSH BUTTON FOR ADA COMPLIANT
AUTOMATIC DOOR OPENER. REFER TO MANUFACTURER'S WIRING DIAGRAM
FOR TERMINAL CONNECTION. REFER TO ARCHITECTURAL PLANS FOR
MANUFACTURER AND MODEL NO.
4. FOR IRRIGATION CONTROLLER COORDINATE EXACT LOCATION IN FIELD W/
INSTALLER.
A
A. ALL RECEPTACLES ON COMMON WALLS SHALL BE SEPARATE BOXES AND
OFFSET 24" MINIMUM.
B. MULTI-WIRED (SHARED NEUTRAL) BRANCH CIRCUITS SHALL NOT BE
INSTALLED. ALL 120 & 277 VOLT BRANCH CIRCUITS SHALL HAVE A DEDICATED
INDIVIDUAL NEUTRAL CONDUCTOR.
C. PROVIDE GFCI TYPE RECEPTACLE(S) OR RECEPTACLE(S) PROTECTED BY GFCI
CIRCUIT BREAKER(S) WHEN LOCATED WITHIN 6 FEET OF ANY SINK OR
THERAPEUTIC TUB, SERVING ANY DRINKING FOUNTAIN OR VENDING MACHINE,
WITHIN ANY KITCHEN SPACE AND/OR LOCATED OUTDOORS. WHERE
RECEPTACLES ARE NOT READILY ACCESSIBLE, PROVIDE GFCI CIRCUIT
BREAKERS TO PROTECT THE RESPECTIVE BRANCH CIRCUIT AND PROVIDE
ADDITIONAL NEUTRAL CONDUCTORS IN THE BRANCH CIRCUITING AS
REQUIRED TO ENSURE PROPER GFCI FUNCTION.
D. ALL 15-AND 20-AMPERE, 125-AND 250-VOLT NON-LOCKING TYPE
RECEPTACLES THROUGHOUT BUILDING SHALL BE LISTED TAMPER-RESISTANT
RECEPTACLES, NO EXCEPTIONS.
E. ALL RECEPTACLES IDENTIFIED AS WEATHERPROOF ON THE DRAWINGS SHALL
BE WEATHER-RESISTANT, TAMPER-RESISTANT, GFCI TYPE AND EQUIPPED
WITH ENCLOSURE THAT IS WEATHERPROOF (WP) WHETHER OR NOT THE
ATTACHMENT PLUG CAP IS INSERTED (WHILE "IN-USE"). AN OUTLET BOX HOOD
SHALL BE LISTED AND SHALL BE IDENTIFIED AS "EXTRA-DUTY".
F. ALL EXISTING RECEPTACLES SHALL BE REPLACED WITH WHITE
RECEPTACLES. ALL EXISTING FACE PLATES SHALL BE REPLACED WITH WHITE
FACEPLATES.
G. FOR INDOOR HVAC INDOOR EQUIPMENT DISCONNECT SWITCH RATINGS AND
HOMERUN SIZING, REFER TO SHEET E5.2 SCHEDULES.
#
DESCRIPTION DATE
316
1'
J
J
JJ
1 2 3 4 5 6
A
B
C
D
E
copier
(E) PANEL 2L
(E) PANEL 2P
172P-17 172P-17
12P-1
22P-212P-1
32P-3
22P-2
12P-1 12P-1 22P-2
12P-1 12P-1
32P-3
32P-3
32P-3
22P-2
42P-432P-3
42P-4
42P-4
62P-6
52P-5
62P-6
52P-5
52P-5
52P-5
52P-552P-5
22P-2
42P-4
62P-6
92P-9 102P-10
62P-6 62P-6
72P-7
72P-772P-7
2L-18,20102P-10
92P-9
102P-10
92P-9
2L-14,16
102P-10
112P-11
112P-11
112P-11
112P-11
112P-11
112P-11
122P-12
122P-12
122P-12
132P-13
122P-12122P-12
132L-13
142P-14
142P-14
142P-14
132P-13
142P-14
142P-14
132P-13
132P-13
132P-13
132P-13
152P-15
152P-15
152P-15152P-15
152P-15 152P-15
162P-16
162P-16
162P-16
162P-16
2P
-20
2P
-19
+42"
142P-14
132L-13
82P-882P-8
82P-8
212P-21
212P-21
212P-21
212P-21
212P-21
222P-22
222P-22
222P-22
222P-22
212P-21
222P-22
232P-23
232P-23
222P-22
232P-23
232P-23
232P-23
232P-23
262P-26
262P-26
132L-13
262P-26
262P-26
252P-25
252P-25
132L-13
252P-25
252P-25
262P-26
132L-13
252P-25
82P-8
82P-8
82P-8
RV-1
2P-1,2,3
REF REF
+42"
2P-
21,22,23
2P-
14,15,16
112P-11
2P-
11,12,13
FC-8
IU-3
2P-
27,29,31,33
2P-
28,30,32,34
2P-
35,37,39,41
2P-
36,38,40,42
2P-17
+42
+42"
242P-24
2P-4,5,6
72P-7
72P-7
2P-7,8
72P-7
72P-7
2L-13
132L-13
2P-
24,25,26
2L-13
2P-9,10
2L-22
2L-25
72P-7
(E
)
E
F
-2
2L-23
(E
)
E
F
-2
(E)EF-1
(E
)
E
F
-3
TO OU-3
(E)EF-1
272L-27
272L-27
182P-18
232P-23
42P-4
Exp. 6-30-2023
E
LACIRTCL
E
Lic. E16934
E
T
A
T
S
ROFILACFO
N
AI
F
D P R O ESS IONA
L
E
N
G
I
N
E
ERREGISTERE
NEST O R C .I GNACI
O
,
J
R
.
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
E4.2
SECOND FLOOR
PLAN - POWER
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
N
O R HT
1/8" = 1'-0"
SECOND FLOOR PLAN - POWER1
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
POWER PLAN GENERAL NOTES
A. ALL RECEPTACLES ON COMMON WALLS SHALL BE SEPARATE BOXES AND
OFFSET 24" MINIMUM.
B. MULTI-WIRED (SHARED NEUTRAL) BRANCH CIRCUITS SHALL NOT BE
INSTALLED. ALL 120 & 277 VOLT BRANCH CIRCUITS SHALL HAVE A DEDICATED
INDIVIDUAL NEUTRAL CONDUCTOR.
C. PROVIDE GFCI TYPE RECEPTACLE(S) OR RECEPTACLE(S) PROTECTED BY GFCI
CIRCUIT BREAKER(S) WHEN LOCATED WITHIN 6 FEET OF ANY SINK OR
THERAPEUTIC TUB, SERVING ANY DRINKING FOUNTAIN OR VENDING MACHINE,
WITHIN ANY KITCHEN SPACE AND/OR LOCATED OUTDOORS. WHERE
RECEPTACLES ARE NOT READILY ACCESSIBLE, PROVIDE GFCI CIRCUIT
BREAKERS TO PROTECT THE RESPECTIVE BRANCH CIRCUIT AND PROVIDE
ADDITIONAL NEUTRAL CONDUCTORS IN THE BRANCH CIRCUITING AS
REQUIRED TO ENSURE PROPER GFCI FUNCTION.
D. ALL 15-AND 20-AMPERE, 125-AND 250-VOLT NON-LOCKING TYPE
RECEPTACLES THROUGHOUT BUILDING SHALL BE LISTED TAMPER-RESISTANT
RECEPTACLES, NO EXCEPTIONS.
E. ALL RECEPTACLES IDENTIFIED AS WEATHERPROOF ON THE DRAWINGS SHALL
BE WEATHER-RESISTANT, TAMPER-RESISTANT, GFCI TYPE AND EQUIPPED
WITH ENCLOSURE THAT IS WEATHERPROOF (WP) WHETHER OR NOT THE
ATTACHMENT PLUG CAP IS INSERTED (WHILE "IN-USE"). AN OUTLET BOX HOOD
SHALL BE LISTED AND SHALL BE IDENTIFIED AS "EXTRA-DUTY".
F. ALL EXISTING RECEPTACLES SHALL BE REPLACED WITH WHITE
RECEPTACLES. ALL EXISTING FACE PLATES SHALL BE REPLACED WITH WHITE
FACEPLATES.
G. FOR INDOOR HVAC INDOOR EQUIPMENT DISCONNECT SWITCH RATINGS AND
HOMERUN SIZING, REFER TO SHEET E5.2 SCHEDULES.
KEYNOTES:
1. PROVIDE RECESSED "CLOCK STYLE" RECEPTACLE OUTLET BEHIND FLAT TV
PANEL. PROVIDE CABLE DROP ROUTED INSIDE WALL TO ENABLE HDMI/DATA
CABLING TO BE FISHED DOWN WALL IN A 1" CONDUIT. PROVIDE 1-GANG
JUNCTION BOX WITH PASS-THROUGH COVER PLATE MOUNTED ADJACENT TO
ELECTRICAL RECEPTACLE. COORDINATE HEIGHT AND ROUTING OF 1" CONDUIT
WITH CLIENT OR AV CONSULTANT.
#
3
DESCRIPTION DATE
317
15A3
RW
15A 3
RW
15A 3
RW
15A1
RW
15A2
RW
15A 1
RW
15A1
RW
15A 3
RW
15A2
RW
15
A
1 RW
15A 2
RW
15
A
2RW
15A1
RW
15A 2
RW
15A 2
RW
15
A
2RW
15A 3
RW
15A3
RW
15
A
1RW
15
A
2 RW
15
A
2RW
15A 3
RW
15
A
3 RW
15
A
3 RW
15A 3
RW
15
A
1RW
15
A
2 RW
15A1
RW
15A 2
RW
15A3
RW
15A 1
RW
15A3
RW
H3
15
A
1RW
3 15A 1
RW
15
A
1 RW
15
A
2 RW
15
A
2RW
F
S
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S
S
S
S
S
S
S
F
F
F
F
F
F
F
F
F
S
S
S
S
F
F
S S
S
H
MM
MM
MM
TSFS
F
MMMM
F
F
F
F
F
CM
TS
PIV
1 2 3 4 5 6
A
B
C
D
E
75cd
75cd
75cd
30cd
15cd30cd
30cd
15cd
30cd
15cd
15cd
WP2
WP
WP
4
5
6
3
FADC
FACP
FATC
1
FAA
Exp. 6-30-2023
E
LACIRTCL
E
Lic. E16934
E
T
A
T
S
ROFILACFO
N
AI
F
D P R O ESS IONA
L
E
N
G
I
N
E
ERREGISTERE
NEST O R C .I GNACI
O
,
J
R
.
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
E4.3
FIRST FLOOR
PLAN - FIRE
ALARM
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
N
O R HT
1/8" = 1'-0"
FIRST FLOOR PLAN - FIRE ALARM1
KEYNOTES:
1. TO 120V DEDICATED CIRCUIT. PROVIDE 'LOCK-ON' DEVICE HANDLE TO BREAKER
AND RED LABEL INDICATING 'FIRE ALARM' TO CIRCUIT ID.
2. TO 120V DEDICATED CIRCUIT. PROVIDE 'LOCK-ON' DEVICE HANDLE TO BREAKER
AND RED LABEL INDICATING 'FA BELL' TO CIRCUIT ID.
3. SMOKE DETECTOR FOR ELEVATOR RECALL.
4. ADDRESSABLE MODULE FOR PRIMARY AND SECONDARY RECALL.
5. ADDRESSAVLE MODULE FOR ELEVATOR SHUNT-TRIP BREAKER.
6. MODULE FOR THE FIREMANS HAT FLASH.
#
THE FIRE ALARM SYSTEM SHOWN ON THE PLANS ARE FOR BIDDING PURPOSE
ONLY. THE LICENSED FIRE ALARM CONTRACTOR SHALL PREPARE A COMPLETE
FIRE ALARM DRAWINGS INCLUDING THE FIRE ALARM EQUIPMENT CUT SHEETS
AND SUBMIT TO THE CITY OF MOORPARK FIRE PREVENTION DEPARTMENT FOR
APPROVAL AND PERMIT. THE FIRE ALARM CONTRACTOR IS RESPONSIBLE TO
OBTAIN PERMIT PRIOR TO START OF CONSTRUCTION.
FIRE ALARM DEFERRED APPROVAL
DESCRIPTION DATE
318
1'
S
S S
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S S S
S
S
S
SS
S
S S
F
F
F
FF
F F
F
F
F
F
F
S
F F
S
F
1 2 3 4 5 6
A
B
C
D
E
copier
1
15cd
15cd
15cd 15cd
30cd
15cd
30cd
15cd
15cd
15cd
15cd
15cd
15cd
75cd
75cd
30cd
15cd
30cd
15cd
30cd
Exp. 6-30-2023
E
LACIRTCL
E
Lic. E16934
E
T
A
T
S
ROFILACFO
N
AI
F
D P R O ESS IONA
L
E
N
G
I
N
E
ERREGISTERE
NEST O R C .I GNACI
O
,
J
R
.
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
E4.4
SECOND FLOOR
PLAN - FIRE
ALARM
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
N
O R HT
1/8" = 1'-0"
SECOND FLOOR PLAN - FIRE ALARM1
KEYNOTES:
1. SMOKE DETECTOR FOR ELEVATOR RECALL.
#
THE FIRE ALARM SYSTEM SHOWN ON THE PLANS ARE FOR BIDDING PURPOSE
ONLY. THE LICENSED FIRE ALARM CONTRACTOR SHALL PREPARE A COMPLETE
FIRE ALARM DRAWINGS INCLUDING THE FIRE ALARM EQUIPMENT CUT SHEETS
AND SUBMIT TO THE CITY OF MOORPARK FIRE PREVENTION DEPARTMENT FOR
APPROVAL AND PERMIT. THE FIRE ALARM CONTRACTOR IS RESPONSIBLE TO
OBTAIN PERMIT PRIOR TO START OF CONSTRUCTION.
FIRE ALARM DEFERRED APPROVAL
DESCRIPTION DATE
319
1 2 3 4 5 6
A
B
C
D
E
(E) PANEL 2H
Exp. 6-30-2023
E
LACIRTCL
E
Lic. E16934
E
T
A
T
S
ROFILACFO
N
AI
F
D P R O ESS IONA
L
E
N
G
I
N
E
ERREGISTERE
NEST O R C .I GNACI
O
,
J
R
.
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
E5.1
ROOF
DEMOLITION
PLAN -
ELECTRICAL
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
N
O R HT
1/8" = 1'-0"
ROOF DEMOLITION PLAN - ELECTRICAL1
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
ROOF DEMOLITION GENERAL NOTES
A. ELECTRICAL CONTRACTOR SHALL INVESTIGATE PROJECT SITE TO DETERMINE
ALL CONDITIONS WHICH MAY AFFECT THE EXECUTION OF HIS WORK. HE
SHALL BE RESPONSIBLE FOR DE-ENERGIZING CIRCUITS IN DEMOLITION AREAS
TO ENSURE A SAFE CONDITION. MAINTAIN ELECTRICAL SERVICE TO TO
EXISTING EQUIPMENT, SERVICES, AND CIRCUITS AS REQUIRED. SCHEDULING
OF SERVICE OUTAGES SHALL BE COORDINATED WITH ARCHITECT AND
OWNER.
B. ELECTRICAL CONTRACTOR SHALL DISCONNECT AND REMOVE ALL EXISTING
ELECTRICAL MATERIAL WHICH WILL NOT BE REUSED. UNUSED CONDUITS
SHALL BE CUT OFF AND PLUGGED FLUSH WITH SURFACES. EXISTING
MATERIAL WHICH IS NOT TO BE REUSED OR IS NOT REQUIRED TO BE
RETAINED BY OWNER SHALL BE REMOVED FROM SITE.
C. WHERE EXISTING CIRCUITING IS DISTURBED BY DEMOLITION WORK, THE
CONTRACTOR SHALL REWORK AND/OR EXTEND EXISTING CIRCUITING AS
REQUIRED TO MAINTAIN CONTINUITY TO ALL REMAINING LOADS AFFECTED BY
CIRCUIT.
D. DISCONNECT AND REMOVE CIRCUITING BACK TO SOURCE OR NEAREST POINT
PRACTICAL TO MAINTAIN ELECTRICAL CONTINUITY OF REMAINING DEVICES,
EXTEND CONDUIT AND CONDUCTORS AS NECESSARY TO MAINTAIN CIRCUIT
INTEGRITY.
E. REFER TO MECHANICAL PLANS, SHEET M4.1 FOR REMOVED MECHANICAL
UNITS.
DESCRIPTION DATE
320
J
J
J
1 2 3 4 5 6
A
B
C
D
E
(E) PANEL 2H
2H-32
W
PANEL 2HA
1 1
1
1
1
1
1
1
1
1
1
1
1
1
2H-32
W
2H-32
W
2H-32
W
1
1
1
1
2HA-13,15
2HA-10,12
2H-14,16,18 2H-20,22,24
2H-31,33
2H-7,9,112H-1,3,5
2H-19,21,23
2H-35,37
2H-2,4,6
2H-34,36
2HA-1,3
2H-13,15,17
2H-26,28,30 2H-25,27,29
2HA-5,7
2HA-9,11
2H-8,10,12
2HA-6,8
2HA-2,4
NEMA 3R
NEMA 3R
FOR BLDG
SIGNAGE
FOR BLDG
SIGNAGE
FOR BLDG
SIGNAGE
302L-30
4
5
4
5
302L-30
181L-18
4
5
Exp. 6-30-2023
E
LACIRTCL
E
Lic. E16934
E
T
A
T
S
ROFILACFO
N
AI
F
D P R O ESS IONA
L
E
N
G
I
N
E
ERREGISTERE
NEST O R C .I GNACI
O
,
J
R
.
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
E5.2
ROOF PLAN -
POWER
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
N
O R HT
1/8" = 1'-0"
ROOF PLAN - POWER1
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
ROOF PLAN GENERAL NOTES
A. ALL CONDUIT SERVING ROOF MOUNTED HVAC EQUIPMENT, GFCI MAINTENANCE
RECEPTACLES, DUCT TYPE SMOKE DETECTORS, ETC. SHALL BE ROUTED IN
CEILING SPACE. CONDUIT SHALL PENETRATE ROOF AT EQUIPMENT LOCATIONS
ONLY. NO CONDUIT SHALL BE INSTALLED HORIZONTALLY ACROSS ROOF
SURFACE.
B. REFER TO EQUIPMENT CONNECTED SCHEDULE ON THIS SHEET FOR
ADDITIONAL INFORMATION AND REQUIREMENTS. PROVIDE COMPLETE
ELECTRICAL CONNECTED TO ALL EQUIPMENT REQUIRING POWER UNLESS
NOTED OTHERWISE.
C. PROVIDE PIPE FLASHINGS FOR ALL ELECTRICAL ROOF PENETRATIONS
REQUIRED AND COORDINATE ALL WORK WITH ROOFING CONTRACTOR FOR A
WATERPROOF INSTALLATION.
D. COORDINATE EXACT MECHANICAL AND PLUMBING EQUIPMENT LOCATIONS AND
REQUIREMENTS WITH MECHANICAL AND PLUMBING CONTRACTOR PRIOR TO
ROUGH-IN.
E. ALL RECEPTACLES IDENTIFIED AS WEATHERPROOF ON THE DRAWINGS SHALL
BE WEATHER-RESISTANT, TAMPER-RESISTANT, GFCI TYPE AND EQUIPPED WITH
ENCLOSURE THAT IS WEATHERPROOF (WP) WHETHER OR NOT THE
ATTACHMENT PLUG CAP IS INSERTED (WHILE "IN-USE"). AN OUTLET BOX HOOD
SHALL BE LISTED AND SHALL BE IDENTIFIED AS "EXTRA DUTY".
EF-2 EXHAUST FAN 120 1 $2#12 & 1#12 GND - 3/4"C 4
EF-1 EXHAUST FAN 120 1 $2#12 & 1#12 GND - 3/4"C
IU/OU-3 MINI-SPLIT HEAT PUMP 208 1 30 40 60AS/2P 2#8 & 1#10 GND - 3/4"C 4
IU/OU-2 MINI-SPLIT HEAT PUMP 208 1 17 20 30AS/2P 2#12 & 1#12 GND - 3/4"C 4
IU/OU-1 MINI-SPLIT HEAT PUMP 208 1 17 20 30AS/2P 2#12 & 1#12 GND - 3/4"C 1
FC/CU-7 SPLIT HEAT PUMP 208 1 36.3 40 60AS/2P 2#8 & 1#10 GND - 3/4"C 208 1 3.44 15 30AS/2P 2#12 & 1#12 GND - 3/4"C 1
FC/CU-6 SPLIT HEAT PUMP 208 1 36.3 40 60AS/2P 2#8 & 1#10 GND - 3/4"C 208 1 3.44 15 30AS/2P 2#12 & 1#12 GND - 3/4"C 1
FC/CU-5 SPLIT HEAT PUMP 208 1 36.3 40 60AS/2P 2#8 & 1#10 GND - 3/4"C 208 1 3.44 15 30AS/2P 2#12 & 1#12 GND - 3/4"C 1
FC/CU-4 SPLIT HEAT PUMP 208 1 36.3 40 60AS/2P 2#8 & 1#10 GND - 3/4"C 208 1 3.44 15 30AS/2P 2#12 & 1#12 GND - 3/4"C 1
FC/CU-3 SPLIT HEAT PUMP 208 1 36.3 40 60AS/2P 2#8 & 1#10 GND - 3/4"C 208 1 3.44 15 30AS/2P 2#12 & 1#12 GND - 3/4"C 1
FC/CU-2 SPLIT HEAT PUMP 208 1 36.3 40 60AS/2P 2#8 & 1#10 GND - 3/4"C 208 1 3.44 15 30AS/2P 2#12 & 1#12 GND - 3/4"C 1
FC/CU-1 SPLIT HEAT PUMP 208 1 36.3 40 60AS/2P 2#8 & 1#10 GND - 3/4"C 208 1 3.44 15 30AS/2P 2#12 & 1#12 GND - 3/4"C 1
VOLTS PH HP
(W)FLA MCA MOCP VOLTS PH HP FLA MCA MOCP
OUTDOOR UNIT RATING INDOOR UNIT RATING
AC-9 HEAT PUMP PACKAGE UNIT 208 3 55 60 60AS/3P 3#4 & 1#10 GND - 1 1/4"C 208 3 0.5 11.9 20 30AS/3P 3#12 & 1#12 GND - 3/4"C 1
AC-8 HEAT PUMP PACKAGE UNIT (E)208 3 23.8 30 30AS/3P 3#4 & 1#10 GND - 1 1/4"C 1
AC-7 HEAT PUMP PACKAGE UNIT (E)208 3 23.8 30 30AS/3P 3#8 & 1#10 GND - 1"C 1
AC-6 HEAT PUMP PACKAGE UNIT 208 3 29 40 60AS/3P 3#8 & 1#10 GND - 3/4"C 1
AC-5 HEAT PUMP PACKAGE UNIT 208 3 29 40 60AS/3P 3#8 & 1#10 GND - 3/4"C 1
AC-4 HEAT PUMP PACKAGE UNIT (E)208 3 26.3 40 60AS/3P 3#8 & 1#10 GND - 1"C 1
AC-3 HEAT PUMP PACKAGE UNIT 208 3 29 40 60AS/3P 3#8 & 1#10 GND - 3/4"C 1
AC-2 HEAT PUMP PACKAGE UNIT (E)208 1 14.1 20 30AS/2P 2#8 & 1#10 GND - 1"C 1
AC-1 HEAT PUMP PACKAGE UNIT (E)208 3 16 30 30AS/3P 3#4 & 1#10 GND - 1 1/4"C 1
VOLTS PH HP
(W)FLA MCA MOCP VOLTS PH HP FLA MCA MOCP
ITEM DESCRIPTION
SUPPLY EQUIPMENT RATING
DISC SW WIRE AND RACEWAY
POWER EXHAUST EQUIPMENT RATING
DISC SW WIRE AND RACEWAY SPECIFIC
NOTES
ELECTRICAL EQUIPMENT CONNECTION SCHEDULE
KEYNOTES:
1. REFER TO ELECTRICAL EQUIPMENT SCHEDULE FOR MOTOR FEEDER/BRANCH
CIRCUIT INFORMATION.
2. PROVIDE 3/4" C.O. (S) TO RESPECTIVE CONTROL DEVICES FOR CONTROL
WIRING. REFER TO THE EQUIPMENT CONTROL WIRING DIAGRAMS FOR
ADDITIONAL INFORMATION,.
3. CONNECT TO DUCT DETECTORS (BY OTHERS).
4. PROVIDE WEATHERPROOF JUNCTION BOX WITH A TOGGLE SWITCH FOR
CONNECTION OF BUILDING SIGNAGE. CONTRACTOR SHALL PROVIDE A 3/4"
CONDUIT STUBBED OUT OR WIRE PROTECTION PASS-THROUGH WITH LISTED
BUSHING FOR SIGNAGE. VERIFY EXACT SIGN LOCATIONS WITH ARCHITECTURAL
ELEVATIONS AND REQUIREMENTS WITH SIGN CONTRACTOR PRIOR TO ROUGH-
IN.
5. ROUTE CIRCUIT VIA ASTRONOMICAL TIMER.
ELECTRICAL EQUIPMENT NOTES
A. ALL BRANCH CIRCUIT DATA IS BASED UPON METALLIC CONDUITS. IF THE
CONTRACTOR ELECTS TO USE NONMETALLIC CONDUITS, AN ADDITIONAL
EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED, AND THE CONDUIT
SIZE SHALL BE INCREASED ACCORDINGLY.
B. ELECTRICAL CONTRACTOR SHALL REFER TO ALL DOCUMENTS RELATED TO THE
EQUIPMENT IN REGARDS TO ELECTRICAL CHARACTERISTICS OF ALL
EQUIPMENT LISTED IN THE SCHEDULE. ANY MODIFICATION AND/OR ADDITIONAL
WORK NECESSARY SHALL BE INCLUDED IN THE BASE BID.
C. ELECTRICAL CONTRACTOR SHALL CHECK THE ROTATION OF ALL THREE PHASE
MOTORS AND CORRECT THE ROTATION IF REVERSED.
D. ELECTRICAL CONTRACTOR SHALL PROVIDE FUSES SIZED PER THE EQUIPMENT
NAMEPLATE INFORMATION.
E. DISCONNECT SWITCHES SHALL BE HEAVY DUTY TYPE, EXTERNALLY OPERATED,
QUICK MAKE -QUICK BREAK AND SHALL BE FUSIBLE OR NON-FUSIBLE AS
INDICATED. A MAXIMUM VOLTAGE, CURRENT AND HORSEPOWER SHALL BE
CLEARLY MARKED ON SWITCH ENCLOSURE. SWITCHES HAVING DUAL RATINGS
(HIGHER RATINGS WHEN USED WITH DUAL ELEMENT FUSES) INDICATED ON
METAL PLATES RIVETED OR OTHERWISE PERMANENTLY ATTACHED TO THE
ENCLOSURE. WHEN INDICATED, TOGGLE SWITCHES SHALL BE MOTOR RATED
FOR THE APPLICATION.
F. AIR CONDITIONING DISCONNECT SWITCHES SHALL NOT BE LOCATED ON
PANELS THAT ARE DESIGNED TO ALLOW ACCESS TO THE AIR-CONDITIONING
EQUIPMENT OR TO OBSCURE THE EQUIPMENT NAMEPLATE(S).
G. ALL TERMINATIONS AND ENCLOSURES SHALL BE RATED FOR USE WITH 75°C
CONDUCTORS.
H. COMPLETE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF NEC
ARTICLES 430 AND 440.
ELEC EQUIPMENT SCHEDULE NOTES
1. FUSED AS RECOMMENDED BY MANUFACTURER.
2. ROUTE THROUGH TIME CLOCK. SEE MECHANICAL PLANS FOR ADDITIONAL
REQUIREMENTS.
3. ROUTE THROUGH LINE VOLTAGE CONTROL. SEE MECHANICAL PLANS FOR
ADDITIONAL REQUIREMENTS.
4. INTERLOCK WITH LIGHT SWITCH. PROVIDE CONTACTOR AS REQUIRED. SEE
MECHANICAL PLANS FOR ADDITIONAL REQUIREMENTS.
DESCRIPTION DATE
321
LOCAL
LIGHTING
CONTROLLER
S
D
NORMAL POWER
NORMAL
PANEL BOARD
EMERGENCY/LIFE
SAFETY PANEL
BOARD
ADDRESSABLE FIRE
ALARM RELAY
TYPICAL OF LOCAL LIGHTING CONTROLLER,
REFER TO MANUFACTURER INSTRUCTIONS
AND REQUIREMENTS
NORMAL LUMINAIRES
EMERGENCY LUMINAIRES
BCELTS
0-10V DIMMING CONTROL TO
LUMINARES WHEN APPLICABLE (TYP)
FIRE ALARM OVERRIDE AND
REMOTE TEST SWITCH
TO ADDITIONAL BCELTS DEVICES.
REFER TO ALCR VENDOR
REQUIREMENTS FOR MAXIMUM
ALLOWED PER FIRE ALARM RELAY
NOTES:
MONITOR
UL1008/UL924
EMERGENCY POWER
1. THE BCELTS TRANSFER SWITCH DIAGRAM IS INTENDED TO CONVEY INTENDED OPERATION AND SPECIFICALLY DOES
NOT INDICATE QUANTITIES, ALL DEVICES, WIRING, AND CONNECTIONS REQUIRED. REFER TO MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND REQUIREMENTS.
2. MOUNT LOCAL LIGHTING CONTROLLERS ABOVE FINISHED CEILING NEAR ROOM ENTRANCE. IN A CORRIDOR, MOUNT
NEAR ONE END OF CORRIDOR AND ADJACENT TO FIRST SENSOR OR CONTROL DEVICE.
3. MOUNT BCELTS ADJACENT TO LIGHTING CONTROLLER ABOVE ACCESSIBLE FINISHED CEILING.
4. FIRE ALARM ADDRESSABLE RELAY SHALL OVERRIDE LOCAL LIGHTING CONTROLS UPON FIRE ALARM OR TEST.
LIGHTING SENSORS, SWITCHES, AND
DIMMERS. REFER TO PLANS FOR
APPLICABLE DEVICES IN EACH SPACE (TYP)##
##
P-1000
PRE-TREATED, FOR OUTDOOR INSTALLATION
2"x4" REDWOOD BLOCK PRESSURE
UNISTRUT
1/4"x3/4" GALVANIZED
WOOD SCREW
OF WATER INTO ROOF
TO PREVENT SEEPAGE
MASTIC UNDER BLOCK
ROOF
GALVANIZED RIGID
ONE-HOLE UNISTRUT PIPE
STRAP, SIZE AS REQUIRED
PER PLANS
CONDUIT (GRC)
150 POUNDS MAXIMUM
ELECTRICAL PANEL
USE THROUGH OR TOGGLE BOLTS
FENDER WASHER (4 TOTAL).
2 1/2" MINIMUM EMBEDMENT WITH
3/8"ø x3" LONG HILTI "KWIK-BOLT"
IN UNGROUTED MASONRY BLOCK
SLAB
INTO CONCRETE FLOOR
6" MIN.
3" MIN. EMBEDMENT
NOTE:
1. THIS DETAIL APPLIES WHERE EQUIPMENT HOUSEKEEPING
PAD IS POURED AFTER THE FLOOR IS POURED OR THE
FLOOR IS AN EXISTING CONCRETE SLAB.
2. EMBEDMENT SHALL BE AS PER SCHEDULE & MEASURED
FROM TOP OF PAD.
3. FOR EXTERIOR, USE STAINLESS STEEL ANCHOR BOLTS.
POUR CONCRETE
PAD AROUND
STUD- TYPICAL
REDHEAD TRUBOLT
WEDGE ANCHORS
CBO #1372 SEE
SCHEDULE
NUT, NEOPRENE WASHER,
SLEEVE & LOCKWASHER-
TYPICAL EACH STUD
EQUIPMENT MOUNTING FRAME
ANGLE OR SEISMIC RESTRAINT
DEVICE WHERE LISTED
VIBRATION PAD
WHERE REQUIRED
3000 PSI HARDROCK
CONCRETE PAD PER
STRUCTURAL
ASSEMBLY
FIXTURE "BAR HANGER"
SLACK #12 SAFETY
WIRES TO
STRUCTURE
REFER TO
STRUCTURAL
DRAWINGS FOR
DOWNLIGHT
FIXTURE
PER PLANS
40# MAX.
REFER TO
ARCH. FOR
CEILING
HANGER WIRE
SIZES.ATTACHMENT
SECURELY
SCREW TO
MAIN T-BAR
RUNNER (TYP.
ALL FOUR)
SEE PLANS.
CEILING SYSTEM SPLAY/HANGER WIRES AS OCCURS,
FOUR (4) #12 GA. WIRE
ATTACHED TO FIXTURE
AND STRUCTURE, ONE
PER CORNER
ARCH.'L DRAWINGS
CALLED FOR ON
NOTES:
ATTACH WIRE TO FIXTURE (3 TIGHT TURNS MIN.
STRUCTURAL & ARCHITECTURAL DETAILS.
ATTACH HANGER WIRES TO STRUCTURE AS PER
"TEK" SCREW GRID TO FIXTURE @ EACH CORNER.
IN 1 1/2" MAX.).
CEILING GRID AS
AND SCHEDULE
PER DRAWINGS
LIGHTING FIXTURE
1
2
4
3
2
1
3
4
DRAWINGS
REINFORCING BOOT
STONEMAN "STORMTITE",
SINGLE, MULTIPLE OR
VARIABLE FLASHING.
UNITS W/ STEEL
CONDUIT(S) PER
ROOF SUPPORT STRUCTURE,
DECK & CONCRETE PER
ARCHITECTURAL &
STRUCTURAL DRAWINGS.
ROOFING SYSTEM
PER ARCHITECT &
PER SPEC'S.
SECURE CONDUIT
CONDUIT PENETRATIONS
AS REQUIRED
ROOF SEALS PER
SPECIFICATIONS
STRUCTURAL
FACE OF EQUIPMENT,
REFER TO SHOP DRAWINGS
FOR EXACT CONFIGURATION
EQUIPMENT MOUNTING
FRAME OR ANGLE PROVIDED
WITH EQUIPMENT
METAL
WASHER
CONCRETE EQUIPMENT
PAD, REFER TO
STRUCTURAL
CONCRETE FLOOR
SLAB
4"
"PHILLIPS" REDHEAD ANCHOR
BOLT & INSERT SIZE AS
INDICATED ON ANCHORING
SCHEDULES ON DETAIL
GROUND BUS IN
MAIN BOARD
EXTERIOR GRADEEXTERIOR GRADE
CONDUCTOR
GROUNDING ELECTRODE
CONDUCTOR, 40' #4/0
BARE COPPER CABLE
GROUNDING ELECTRODE
REBAR PER STRUCTURAL
CADWELD TO
REBAR @ EACH
END
WALL PER PLANS
FOOTING PER STRUCTURAL
MAIN GROUNDING CONDUCTORS
LENGTH & SIZING PER PLANS
EQUIPMENT HOUSEKEEPING PAD
IN PVC CONDUIT ROUTING,
BOARD PER
PLANS
MAIN SERVICE
WEATHERPROOF
DISCONNECT PER
PLANS.
"SEALTITE" FLEX
TO UNIT.
P1000 UNISTRUT POST
AND BASE ASSEMBLED
PER MANUFACTURER'S
RECOMMENDATION.
PITCH POCKET
PER ARCHITECTS
CANT STRIP.
2x4 FLAT SPREADER BOLT
POST BASE THROUGH AND
ATTACH 2xW/2 CLIPS.
RIGID STEEL
OR IMC CONDUITS
ABOVE ROOF.
"STONEMAN"
STORMTITE SEAMLESS
LEAD FLASHING FOR
MULTIPLE CONDUITS.
ROOF SHEATING
CONDUITS TO
SERVICE AS
CALLED FOR
ON PLANS.
BUILT-UP
ROOFING.
W.P. RECEPTACLE
WHERE INDICATED.
W.P. JUNCTION BOX
FOR CONTROL WIRING
& SEALTITE PLEX
TO UNIT.
ROOF STRUCTURE PER
ARCHITECTURAL &
STRUCTURAL DRAWINGS.
REQUIREMENTS.
NTS 3RECESSED DOWNLIGHTNTS6EQUIPMENT ANCHORINGNTS9A/C DISCONNECT MOUNTINGNTS12NOT USED
NTS 2ANCHOR BOLT ATTACHMENTNTS5CONDUIT ROOF PENETRATIONNTS8CONDUIT SUPPORT ON ROOFNTS11NOT USED
NTS 1SURFACE MOUNTED PANELBOARD CMU OR MASONRYNTS4RECESSED FIXTURENTS7UFER GROUNDINGNTS10BRANCH CKT EMER LIGHTING TRANSFER SW DIAGRAM
Exp. 6-30-2023
E
LACIRTCL
E
Lic. E16934
E
T
A
T
S
ROFILACFO
N
AI
F
D P R O ESS IONA
L
E
N
G
I
N
E
ERREGISTERE
NEST O R C .I GNACI
O
,
J
R
.
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
12-12-2022
E6.1
DETAILS
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
DESCRIPTION DATE
322
--------
TERMINAL CABINET
FIRE ALARM
18"x18"x6" MIN.
FIRE ALARM DEVICES
NAC PANEL
TO SECOND
APPLICABLE)
(WHEN
TO FACP OR NAC PANEL
FACP 60"
TO 12OV
FINISHED FLOOR
4S BOX
DOCUMENT CABINET
FIRE ALARM
18"x18"x6" MIN.
F I
R
E
F I R E
4S STANDARD
EXTENSION BOX
4S DEEP BOX 4S DEEP BOX
EXTENSION BOX
4S STANDARD
ADDRESSABLE SMOKE DETECTOR OR
ADDRESSABLE HEAT DETECTOR
-
+
+
-
-
+
0
1
2
3
4
ADDRESS LOOP
5
6
7
8
9
(-)
(+)
TO NEXT
ADDRESSABLE
DEVICE
DATA
OUT(+)
DATA
OUT(-)
DATA IN
(-)
DATA
IN (+)
OR PREVIOUS
ADDRESSABLE
DEVICE
RETURN (-)
RETURN (+)
ZONE (-)
ZONE (+)
UNUSED
COMBINATION FIRE/SMOKE DAMPER
CFSD
MULTI
VOLTAGE
RELAY
UNUSED
OUTPUT RELAY
CONTROL MODULE
-
+
+
-
-
+
0
1
2
3
4
ADDRESS ONES
TENS
012
3
4
5
6 7 8 9
9876
5
4
3
2 1
10
11
12
13
14150
LOOP
5
6
7
8
9 UNUSED
UNUSED
TO 24VDC
POWER
-
+-
FROM FIRE ALARM
PANEL OR PREVIOUS
ADDRESSABLE DEVICE
TERMINAL 2
DATA IN (-)
DATA IN (+)
TERMINAL 1
2(+)
1(-)
3
OUT (-)
ADDRESSABLE
DEVICE
DATA
TO NEXT
INITIATING
OUT (+)
DATA
MIN. CLEAR
30" X 48"
SIDE APPROACH
OR
PULL STATION
MIN. CLEAR
30" X 48"
FRONT
APPROACH
PULL STATION
OUTPUT RELAY CONTROL MODULE
120V
POWER
R
C
UNIT SHUT-DOWN
TO AC
C
CMR
CM
R
4S DEEP BOX
EXTENSION BOX
4S STANDARD
4S DEEP BOX
EXTENSION BOX
4S STANDARD
COMPATIBLE LISTED DETECTORS
BASE
DETECTOR
3-O GANG
RING
FROM FIRE ALARM
PANEL OR PREVIOUS
ADDRESSABLE DEVICE
HEAD
DETECTOR
TERMINAL 2
DATA IN (-)
FSP-751/751T - CSFM# : 7272-1209:192
FST-751/751R - CSFM# : 7270-0028:196
FSI-751 - CSFM# : 7271-0028:201
MOUNTING:
4S DEEP BOX W/ 3-O SWITCH RING
DATA IN (+)
TERMINAL 1
2(+)
1(-)
3
OUT (-)
ADDRESSABLE
DEVICE
DATA
TO NEXT
INITIATING
REMOTE LED
(OPTIONAL)
OUT (+)
DATA
4S DEEP BOX
B710LP - DETECTOR BASE
CSFM# : 7300-0028:173
FAPT-751 - CSFM# : 7272-0028:208
ADDRESSABLE DEVICE
OR PREVIOUS
SLC LOOP (IN)
FROM MAIN FACP
455
MONITOR MODULE
123
4
ADDRESSABLE DEVICE
SLC LOOP (OUT)
TO NEXT
DATA OUT (+)
12
13
14150
DATA OUT (-)
MONITOR MODULE SPECIFICATIONS:
Maximum Current:
EOL Resistance:
Temperature Range:
Humidity Range:
Backbox Requirements: 4S DEEP BOX
Normal Operating voltage:
Average Operating Current:
7
79
37
6
216
4
5
68
5.1 mA (LED on)
400 uA (LED flashing)
32 F to 120 F (0 C to 49 C)
10% to 93% non-condensing
47K ohms
15 to 32 VDC
0
13 2
10
11
8 9
14150 3
8 9 10
11
12 1
DATA IN (+)
DATA IN (-)
(TAMPER SWITCH)
RESISTOR
47K EOL
RESISTOR
47K EOL
N/O CONTACT DEVICE
(WATER FLOW SWITCH)
N/O CONTACT DEVICE
Addressing Requirements: This Module takes up 2 addresses and must
start with an even address. Water Flow switch is typically the even address.
(EVEN ADDRESS)
(ODD ADDRESS)
4S Deep Box
4S Extension
Module Cover
Plate
CM
UNIT SHUTDOWN
1. UPON ACTIVATION OF THE NOTED AREA SMOKE DETECTOR
a) THE AREA SMOKE DETECTOR INITIATES AN ALARM CONDITION AT THE FACP
b) WIRING FROM THE OUTPUT TERMINALS OF THE FACP ENERGIZES THE CONTROL
MODULE ASSOCIATED WITH THE HVAC UNIT SERVING THE AREA.
UNIT SHUTDOWN TERMINALS.
c) CONTACTS IN THE CONTROL MODULE CLOSE TO ALLOW VOLTAGE TO THE HVAC
TO AC UNIT FOR SHUT-DOWN
24VDC DATA LOOP IN
24VDC DATA LOOP OUT
REFER TO MANUFACTURERS'
INSTRUCTIONS FOR DETAILS
OF WIRE TERMINATIONS
120V CIRCUIT FROM PANEL
SSU-RIC-1
24VDC DATA LOOP IN
24VDC DATA LOOP OUT
TO DAMPER MOTOR TERMINALS
REFER TO MANUFACTURERS'
INSTRUCTIONS FOR DETAILS
OF WIRE TERMINATIONS
120VAC
1. UPON ACTIVATION OF THE NOTED AREA SMOKE DETECTOR
a) THE AREA SMOKE DETECTOR INITIATES AN ALARM CONDITION AT THE FACP
b) THE DATA LOOP OF THE FACP ENERGIZES THE CONTROL
RELAY ASSOCIATED WITH ALL THE FIRE SMOKE DAMPERS IN THE BUILDING.
c) CONTACTS IN THE 120V RELAY CLOSE TO ALLOW VOLTAGE TO THE DAMPER MOTOR.
REFER TO MANUFACTURERS'
INSTRUCTIONS FOR DETAILS
OF WIRE TERMINATIONS
ADDRESSABLE
OUTPUT
RELAY
CONTROL
MODULE
ADDRESSABLE
OUTPUT
RELAY
CONTROL
MODULE
RELAY
STROBE
DUCT
SUPPLY AIR
MINIMUM
3FT
SMOKE DETECTOR
FIRE
PULL STATION
HORN-STROBE OUTDOOR
HORN
48" MAX
90"
CONTRACTOR TO EXTEND THE
CONDUIT STUBBED INTO THE
CEILING SPACE.
FINISHED FLOOR
LANDSCAPE
GRADE OR
UNDERSIDE OF ROOF
CEILING SPACE
ROOF FRAMING MEMBER
CEILING.
JUNCTION BOX
MOUNTED IN
STRUCTURE
3/4"C. MINIMUM
CONDUIT CONCEALED IN ATTIC SPACE
FINISH CEILING
ATTIC HEAT DETECTOR
REMOTE
ANNUNCIATOR
96" MAX
BOTTOM OF LENS NOT LESS
THAN 80" AFF AND NOT GREATER
THAN 96" AFF TO TOP OF LENS
SSU-RIC-1
120VAC COIL
CONTROL
RELAY MODULE
120VAC
FROM PANEL
SLC
LOOP
FOR ACTIVATION OF FIRE SPRINKLER
ALARM BELL UPON ACTIVATION OF
FIRE RISER FLOW SWITCH
FIRE SPRINKLER
BELL
80" MIN
HEAT DETECTOR
NTS 3NTS6TYPICAL FIRE ALARM DEVICE WIRING DIAGRAMNTS9FIRE SPRINKLER BELL WIRING
NTS 8FIRE-SMOKE DAMPER OPERATION
NTS 4CEILING MOUNT AUDIO/VISUAL DEVICE DETAIL
NTS 1
NTS 1
NTS 1
NTS 7CLEAR SPACE REQUIREMENTS AT FIRE ALARM PULL STATIONS
NTS 8HVAC SHUTDOWN
NTS 8FIRE ALARM DEVICE ELEVATION
TYPICAL FIRE ALARM PANEL LAYOUT
WALL MOUNT AUDIO/VISUAL DEVICE DETAIL
MONITOR MODULE WIRING DETAIL
SMOKE/HEAT DETECTOR BASE WIRING DETAIL
Exp. 6-30-2023
E
LACIRTCL
E
Lic. E16934
E
T
A
T
S
ROFILACFO
N
AI
F
D P R O ESS IONA
L
E
N
G
I
N
E
ERREGISTERE
NEST O R C .I GNACI
O
,
J
R
.
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
12-12-2022
E6.2
DETAILS
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
DESCRIPTION DATE
323
PLAN OR DETAIL NUMBER
PLAN OR DETAIL NAME
PLAN OR DETAIL SCALE
DETAIL REFERRED TO BY SECTION CUT
SHEET DETAIL IS LOCATED ON
NAME
1 VIEW NAME
1/8" = 1'-0"
1
M101
1
4
3
2
SIMSIM
INDICATES SIMILAR DETAIL REFERENCED
IN MULTIPLE LOCATIONS
LEVEL NAME
10'-0"HEIGHT ABOVE
PROJECT 0'-0"
1 INDICATES NOTE USED TO DESCRIBE
ADDITIONAL INFORMATION ABOUT
WORK REQUIRED, SPECIFIC TO THE
SHEET AND/OR DETAIL
N
O R HT
INDICATES DIRECTION OF TRUE NORTH
VIEW KEY
T101
MECHANICAL RENOVATION NOTES:
1. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD
SURVEYS, EXISTING BUILDING DOCUMENTS, AND STAFF. VERIFY EXISTING CONDITIONS AND
REPORT ANY CONFLICTS BEFORE PROCEEDING.
2. EACH CONTRACTOR SHALL FIELD VERIFY ACCESSIBILITY TO THE AREA OF THEIR WORK AND
SHALL NOTIFY THE GENERAL CONTRACTOR PRIOR TO BIDDING IF OTHER UTILITIES ARE
REQUIRED TO BE REMOVED OR RELOCATED TO ALLOW ACCESS TO THEIR AREA OF WORK.
3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CUTTING, REMOVAL AND PATCHING OF
ROOFS, WALLS, AND FLOORS ASSOCIATED WITH WORK BY ALL CONTRACTORS.
CONTRACTORS SHALL NOTIFY THE GC OF AFFECTED AREAS PRIOR TO BIDDING.
4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF
CEILINGS, CEILING TILES, AND CEILING GRIDS ASSOCIATED WITH AREAS OF WORK BY ALL
CONTRACTORS. NOTIFY THE GENERAL CONTRACTOR OF AFFECTED AREAS PRIOR TO
BIDDING.
END OF LINE RESTRAINT:
1.WIRE USED FOR RESTRAINT SHALL BE LOCATED WITHIN 2 FT. OF A HANGER. THE
HANGER CLOSEST TO A RESTRAINT SHALL HAVE A SURGE RESTRAINER TO RESIST
UPWARD MOVEMENT OF THE BRANCH LINE.
PIPE
1"
1 1/4"
1 1/2"
2"
SEISMIC COEFFICIENT (Cp)
Cp<0.50
TABLE 9.3.6.4(a) MAXIMUM SPACING
OF STEEL BRANCH LINE RESTRAINTS
0.5<Cp<0.71 Cp>0.71
43'-0"
46'-0"
49'-0"
53'-0"
36'-0"
39'-0"
41'-0"
45'-0"
26'-0"
27'-0"
29'-0"
31'-0"
2.THE END SPRINKLER ON A LINE SHALL BE RESTRAINED AGAINST EXCESSIVE VERTICAL
AND LATERAL MOVEMENT.
3.SPRIGS 4 FT. OR LONGER SHALL BE RESTRAINED AGAINST LATERAL MOVEMENT.
4.BRACES AND RESTRAINTS SHALL NOT OBSTRUCT SPRINKLERS.
5.WHEN THE MAXIMUM STATIC OR FLOW PRESSURE AT THE SPRINKLER EXCEEDS 100 PSI
AND A BRANCH LINE ABOVE THE CEILING WHICH SUPPLIES SPRINKLERS IN A PENDENT
POSITION BELOW THE CEILING, THE HANGER ASSEMBLY SUPPORTING THE PIPE
SUPPLYING AN END SPRINKLER IN A PENDENT POSITION SHALL BE OF A TYPE THAT
PREVENTS UPWARD MOVEMENT OF THE PIPE.
6. UNLESS FLEXIBLE SPRINKLER HOSE FITTING ARE USED THE HANGER CLOSEST TO THE
SPRINKLER SHALL BE OF A TYPE THAT PREVENTS UPWARD MOVEMENT OF THE PIPING.
1. OVERHEAD SYSTEM HYDROSTATIC TEST @ 200 PSI FOR 2 HOURS.
2. UNDERGROUND SYSTEM SHALL BE INSTALLED, FLUSHED AND TESTED BY CIVIL
CONTRACTOR.
3. UNDERGROUND MAINS AND LEAD-IN CONNECTIONS TO SYSTEM RISERS SHALL BE
COMPLETELY FLUSHED BEFORE CONNECTION IS MADE TO OVERHEAD SPRINKLER PIPING.
WHERE UNDERGROUND PIPING IS FLUSHED AND NOT IMMEDIATELY CONNECTED TO THE
OVERHEAD PIPING, THE RISER SHALL BE CAPPED OR OTHERWISE PROTECTED TO
PREVENT DEBRIS, DIRT, OR ANIMALS FROM ENTERING INTO THE UNDERGROUND PIPING
(WITNESSED BY THE PROJECT INSPECTOR).
4. PROVIDE INSPECTION AND HYDROSTATIC TEST CERTIFICATE AND SUBMIT THE
CONTRACTOR'S MATERIAL AND TEST CERTIFICATES FOR ABOVE GROUND PIPING.
FIELD TESTING AND FLUSHING:
HANGER NOTES:
1. HANGING OF SYSTEM PIPING SHALL BE PER NFPA 13, SECTION 9.1 & 9.2.
2. BUILDING STRUCTURAL BEAMS SHALL BE ADEQUATE TO SUPPORT THE SYSTEM.
SPRINKLER PIPING OR HANGERS SHALL NOT BE USED TO SUPPORT NON-SYSTEM
COMPONENTS. THE DISTANCE BETWEEN A HANGER AND THE CENTERLINE OF AN
UPRIGHT SPRINKLER SHALL BE LESS THAN 3 INCHES (76 MM).
3. HOLES THROUGH SOLID STRUCTURAL MEMBERS SHALL BE PERMITTED TO SERVE AS
HANGERS FOR THE SUPPORT OF SYSTEM PIPING PROVIDED SUCH HOLES ARE
PERMITTED BY APPLICABLE BUILDING CODES AND THE SPACING AND SUPPORT
PROVISIONS FOR HANGERS OF NFPA 13 ARE SATISFIED.
4. THE MAXIMUM DISTANCE BETWEEN HANGERS SHALL NOT EXCEED THAT SPECIFIED IN
TABLE NFPA 13, 9.2.2.1(A), EXCEPT WHERE THE PROVISIONS OF NFPA 13, SECTION
9.2.4 APPLY.
STEEL PIPE
EXCEPT
THREADED
LIGHTWALL
THREADED
LIGHTWALL
3/4"1"1 1/4"1 1/2"2"2 1/2"3"3 1/2"4"5"6"8"
N/A 12'-0"12'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"
N/A 12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"N/A N/A N/A N/A N/A
TABLE 9.2.2.1(a) MAXIMUM DISTANCE BETWEEN HANGERS
5.THERE SHALL BE NOT LESS THAN ONE HANGER FOR EACH SECTION OF PIPE, EXCEPT
WHERE SPRINKLERS AND MULTIPLE PIPE FITTINGS ARE SPACED LESS THAN 6 FT APART.
HANGERS SHALL BE SPACED UP TO A MAXIMUM OF 12'-0". HANGERS ARE NOT REQUIRED
WHERE BRANCH LINES STARTER LENGTHS ARE LESS THAN 6'-0", UNLESS ON THE END LINE
OF A SIDE FEED SYSTEM OR WHERE AN INTERMEDIATE CROSS MAIN HANGER HAS BEEN
OMITTED.
6.THE UNSUPPORTED LENGTH BETWEEN THE END SPRINKLER AND THE LAST HANGER ON
THE LINE SHALL NOT BE GREATER THAN 36" FOR 1" PIPE, 48" FOR 1 1/4" PIPE, AND 60" FOR
1 1/2" OR LARGER PIPE. WHERE THE LIMITS ARE EXCEEDED, THE PIPE SHALL BE EXTENDED
BEYOND THE END SPRINKLER AND SHALL BE SUPPORTED BY AN ADDITIONAL HANGER.
7.THE CUMULATIVE HORIZONTAL LENGTH OF AN UNSUPPORTED ARMOVER TO A SPRINKLER,
SPRINKLER DROP OR SPRIG SHALL NOT EXCEED 24" FOR STEEL PIPE.
8.LOCATION OF HANGERS ON MAINS SHALL COMPLY WITH NFPA 13, SECTION 9.2.4 FOR STEEL
PIPE CROSS MAINS. A HANGER CAN BE INSTALLED BETWEEN EVERY TWO BRANCH LINES
OR, ALTERNATIVELY, ON EACH BRANCH LINE AS NEAR AS POSSIBLE TO THE CROSS MAIN,
WHILE OMITTING ONE INTERMEDIATE CROSS MAIN HANGER IN EACH BAY. THE OPTION TO
OMIT THE INTERMEDIATE CROSS MAIN HANGER APPLIES TO THE LAST PIECE OF CROSS
MAIN ONLY IF THE MAIN IS EXTENDED TO THE NEXT FRAMING MEMBER AND HANGER IS
INSTALLED AT THAT POINT.
SWAY BRACING NOTES:
1. SEISMICALLY BRACE ALL REQUIRED PIPING IN ACCORDANCE WITH THE REQUIREMENTS
OF NFPA 13 (2016 EDITION).
2. SWAY BRACING SIZE, LOCATION, SPACING, AND CONNECTIONS SHALL BE IN ACCORDANCE
WITH NFPA 13, SECTION 9.3.5. SEE DETAILS FOR SPACING, BRACE TYPE, AND
ATTACHMENT METHODS.
3. LATERAL SWAY BRACING MAY BE OMITTED WHERE ROD TYPE HANGERS DO NOT EXCEED
6" IN OVERALL LENGTH ACCORDANCE WITH NFPA 13, SECTION 9.3.5.5.10.
4. SWAY BRACING SHALL BE REQUIRED ON ALL FEED MAINS AND CROSS MAINS
REGARDLESS OF SIZE AND ON ALL BRANCH LINES AND PIPING WITH A DIAMETER OF 2 1/2"
AND LARGER.
5. LATERAL SWAY BRACES SHALL BE ABLE TO ACT AS LONGITUDINAL BRACES IF THEY ARE
LOCATED WITH 24" ON THE CENTERLINE OF THE PIPING BRACED.
6. BRACES AND RESTRAINTS SHALL NOT OBSTRUCT SPRINKLERS.
2019 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 1
2019 CALIFORNIA BUILDING CODE (CBC)
CALIFORNIA CODE OF REGULATIONS (CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART
2) TITLE 24, PART 2( 2018 INTERNATIONAL BUILDING CODE (IBC) W/ 2019 CALIFORNIA
AMENDMENTS)
2019 CALIFORNIA ELECTRICAL CODE (CEC)
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 3
(2017 NATIONAL ELECTRICAL CODE (NEC) W/ 2019 CALIFORNIA AMENDMENTS)
2019 CALIFORNIA ENERGY CODE
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 6
2019 CALIFORNIA FIRE CODE (CFC)
CALIFORNIA CODES OF REGULATIONS (CRR) TITLE 24, PART 9
(2018 INTERNATIONAL FIRE CODE (IFC) W/ 2019 CALIFORNIA AMENDMENTS)
2019 CALIFORNIA REFERENCES STANDARDS CODE
CALIFORNIA DOE OF REGULATIONS (CCR) TITLE 24, PART 12
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 19
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE
(CAL GREEN), PART II, TITLE 24 C.C.R
APPLICABLE CODES AND STANDARDS:
1. ALL FIRE PROTECTION SYSTEM WORK SHALL BE PROVIDED BY A DESIGN BUILD
CONTRACT, AND BY A LICENSED C16 CONTRACTOR.
2. CONTRACTOR SHALL VERIFY QUANTITIES AND FURNISH ALL MATERIALS REQUIRED FOR
FULLY OPERATIONAL SYSTEMS, WHETHER SPECIFIED OR NOT.
3. CONTRACTOR IS RESPONSIBLE FOR COMPLETE DESCRIPTION OF MATERIAL ON THESE
DRAWINGS AND IN THE SPECIFICATIONS BEFORE ORDERING. THE DESCRIPTION OF THE
MATERIAL TAKES PRECEDENCE OVER THE CATALOG NUMBER. THE FIRST
MANUFACTURER IS THE BASIS OF DESIGN.
4. CENTER SPRINKLERS IN CEILING TILES IN BOTH DIRECTIONS IN ALL AREAS. IN AREAS
WITH 2’X4’CEILING TILES CENTERING USING A 2’X2’CEILING PATTERN IS ACCEPTABLE.
SPRINKLER HEADS SHALL BE ALIGNED WITH OTHER SPRINKLER HEADS, LIGHTING,
DIFFUSERS, AND ANY OTHER FEATURES IN THE CEILING.
5. NEW SPRINKLERS SHALL BE QUICK RESPONSE TYPE, UNLESS OTHERWISE NOTED.
CONTRACTOR SHALL NOT MIX STANDARD RESPONSE SPRINKLERS WITH QUICK
RESPONSE SPRINKLERS IN UNPARTITIONED SPACES.
6. PROVIDE COVERAGE ABOVE AND BELOW ALL DUCTWORK GREATER THAN 48" WIDE.
7. PROVIDE COVERAGE ABOVE (IF APPLICABLE) AND BELOW FLOATING CEILINGS, REFER
TO ARCHITECTURAL PLANS.
8. FIRE PROTECTION PIPE ROUTING SHALL BE SHOWN BY THE CONTRACTOR. DETERMINE
EXACT NUMBER OF SPRINKLERS, PIPE SIZING, AND PIPE ROUTING.
9. THE FIRE PROTECTION SYSTEM SHALL BE DESIGNED TO MEET OWNER'S INSURANCE
COMPANY STANDARDS WHERE APPLICABLE. THE MORE STRINGENT OF THE OWNER'S
INSURANCE UNDERWRITER'S DESIGN CRITERIA AND THE NFPA STANDARDS SHALL BE
USED.
10. ALL BUILDING AREA SHALL BE FULLY SPRINKLERED INCLUDING CANOPIES, WALKWAYS,
OVERHANGS, SOFFITS, AND BUILDING PROJECTIONS. ALL ACCESSIBLE COMBUSTIBLE
CONCEALED SPACES SHALL BE FULLY PROTECTED BY THE SPRINKLER SYSTEM.
11. EXISTING RISER ASSEMBLY SHALL INCLUDE CHECK VALVE,BUTTERFLY CONTROL VALVE
INDICATING "OPEN" OR "CLOSED" POSITION, TEST INSPECTION VALVE, FLOW SWITCH
AND PRESSURE GAUGES.
12. PROVIDE RISER ROOM IDENTIFICATION SIGNAGE OUTSIDE THE FIRE RISER ROOM.
COORDINATE EXACT SIGN LANGUAGE WITH AHJ.
13. WHERE FEASIBLE INSTALL PIPES HIGH AS POSSIBLE TO AVOID CONFLICT WITH OTHER
DISCIPLINES, AND TO REDUCE THE AMOUNT OF REQUIRED ROD STIFFENER SUPPORTS.
14. INSTALL SYSTEM DRAINS AT LOW POCKET AREAS CONTAINING FIVE GALLONS OF
WATER OR MORE, PROVIDE WITH ISOLATION VALVE AND THREADED HOSE
CONNECTION.
15. MAIN PIPING PASSING BELOW SKYLIGHTS OR CLERESTORIES ARE NOT PERMITTED.
16. FOLLOW STRUCTURAL DETAILS WHEN PENETRATING OR PASSING THROUGH
STRUCTURAL ELEMENTS. ALTERNATE DESIGNS WILL NEED TO BE APPROVED THROUGH
THE STRUCTURAL ENGINEER.
17. PROVIDE INTERMEDIATE TEMPERATURE SPRINKLER HEADS WHERE REQUIRED BY NFPA
13 UNLESS OTHERWISE NOTED.
18. FINAL HEAD LOCATION, TYPE AND FINISH SHALL BE REVIEWED AND APPROVED BY THE
ARCHITECT.
19. A GRAPHIC ANNUNCIATOR PANEL SHALL BE PROVIDED TO INCLUDE AREAS BEING
PROVIDED WITH A CLEAN AGENT SYSTEM WHICH HAVE CONCEALED AREAS.
20. EXACT LOCATION OF THE ALL PANELS SHALL BE VERIFIED ON SITE AND COORDINATED
WITH THE ELECTRICAL CONTRACTOR.
21. PAINT ALL EXPOSED PIPING TO MATCH BACKGROUND OR AS DIRECTED BY THE
ARCHITECT.
22. THE OWNER MUST BE NOTIFIED PRIOR TO EACH AND EVERY DRAINING OR RECHARGING
OF THE SPRINKLER SYSTEM.
23. THE CONTRACTOR SHALL PREPARE A COORDINATED SET OF SHOP DRAWINGS AND
SHALL OBTAIN APPROVAL FROM THE AUTHORITIES HAVING JURISDICTION AND THE
LOCAL FIRE DEPARTMENT PRIOR TO ANY INSTALLATION.
24. WHERE PIPE PASSES THROUGH HOLES IN PLATFORMS, FOUNDATIONS, WALL, OR
FLOORS, THE HOLES SHALL BE SIZED SUCH THAT DIAMETER OF THE HOLE IS
NOMINALLY 2 INCHES LARGER THAN THE PIPE FOR 1”NOMINAL TO 3 ½”NOMINAL AND 4”
LARGER THAN THE PIPE FOR PIPE 4”AND LARGER.
25. CALIFORNIA CODE TITLE 19 ARTICLE 906(a): A LABEL OF THE SELF-ADHESIVE TYPE
SHALL BE PLACED ON THE FIRE DEPARTMENT CONNECTION OR ON THE RISER FOR FIRE
SPRINKLER SYSTEM AND SHALL INCLUDE DATE OF INSTALLATION AND/OR DATE
SERVICE WAS PERFORMED AND LICENSE NUMBER OF PERSON PERFORMING SERVICE
WORK.
26. VERIFY ALL DIMENSIONS AND CLEARANCES FROM ARCHITECTURAL, STRUCTURAL,
SUBMITTALS, AND OTHER APPROPRIATE DRAWINGS OR PHYSICALLY AT SITE. REVIEW
ALL DRAWINGS. INCLUDING THOSE OF OTHER TRADES.
DEFERRED FIRE PROTECTION GENERAL NOTES:
CONTRACTOR TO MODIFY EXISTING SPRINKLER SYSTEM, FOR THE 1ST AND 2ND FLOOR TENANT
IMPROVEMENT, OF EXISTING BUILDING. THIS SHALL INCLUDE FULL DRAWINGS, SEISMIC
CALCULATIONS AND HYDRAULIC CALCULATIONS PER NFPA 13, 2016.
CONTRACTOR TO PROVIDE NOVEC 1230 CLEAN AGENT SYSTEM, OR EQUAL, FOR THE MAIN IT
ROOM (217) ON THE SECOND FLOOR.
SPRINKLER PROTECTION SHALL BE ABOVE AND BELOW CEILING.
CONTRACTOR TO INSPECT FIRE RISER DRAIN AT EXTERIOR OF BUILDING, AND REPAIR OR
REPLACE AS NEEDED.
SCOPE OF WORK:
FIRE PROTECTION SHEET INDEX
FP0.1 FIRE PROTECTION COVERSHEET
FP1.1 SITE PLAN
FP2.1 FIRST FLOOR DEMOLITION PLAN - FIRE PROTECTION
FP2.2 SECOND FLOOR DEMOLITION PLAN - FIRE PROTECTION
FP3.1 FIRST FLOOR PLAN - FIRE PROTECTION
FP3.2 SECOND FLOOR PLAN - FIRE PROTECTION
FP4.1 FIRST FLOOR RCP - FIRE PROTECTION
FP4.2 SECOND FLOOR RCP - FIRE PROTECTION
FP5.1 DETAILS
GRAND TOTAL: 9
PDAD
TA
T E
I
EG
S
R
RE
S
NA
ENG
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
As indicated
12-12-2022
FP0.1
FIRE
PROTECTION
COVERSHEET
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS (CA AMENDED)
2016 EDITION
NFPA 24 STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR
APPURTENANCES
2016 EDITION
NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE (CA AMENDED)
2016 EDITION
FOR COMPLETE LIST OF APPLICABLE NFPA STANDARDS REFER TO 2016 CBC (SFM) CHAPTER
35 AND CALIFORNIA FIRE CODE CHAPTER 80
SEE CALIFORNIA BUILDING CODE, CHAPTER 35, FOR STATE OF CALIFORNIA AMENDMENTS TO
NFPA STANDARDS
BUILDING CONSTRUCTION: B & A-3 OCCUPANCY, UNOBSTRUCTED CONSTRUCTION.
LIGHT HAZARD: .10 DENSITY
ORDINARY HAZARD GP I: .15 DENSITY
MAXIMUM SPRINKLER COVERAGE ABOVE CEILING: 130 SQUARE FEET MAX.
DESCRIPTION DATE
3-20-23
324
PROPOSED CITY HALL TENANT IMPROVEMENT
2 STORY
B AND A-3 OCCUPANCY
22,464 S.F.
PROPERTY LINE
CURB
SCIENCE DRIVE
PROPERTY LINE
EX
I
S
T
I
N
G
I
N
D
U
S
T
R
I
A
L
/
O
F
F
I
C
E
GENERATOR
PROPERTY LINE
PROPERTY LINE
EXISTING 6" FIRE
DCDA
FIRE ALARM BELL
(EXTERIOR)
(E)FDC
(E)PIV
PDAD
TA
T E
I
EG
S
R
RE
S
NA
ENG
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1" = 10'-0"
12-12-2022
FP1.1
SITE PLAN
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
N
O R HT
1" = 10'-0"
SITE PLAN - FIRE PROTECTION1
EXISTING 3" FIRE RISER
EXISTING FIRE RISER
DRAIN.
DESCRIPTION DATE
3-20-23
325
1 2 3 4 5 6
A
B
C
D
E
(E)3" FIRE RISER
(2)(E)4" FIRE
LINES FEEDING
(E)3" FIRE RISER
FIELD VERIFY
(E)3" FIRE UP TO
2ND FLOOR
(E)3" MAIN FEED
TO 2ND FLOOR
(E)2" FIRE PIPE(E)2" FIRE PIPE
(E)INTERIOR BELL TO BE
RELOCATED AT THE
EXTERIOR OF BUILDING.
SEE FP1.2 FOR LOCATION
PDAD
TA
T E
I
EG
S
R
RE
S
NA
ENG
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
FP2.1
FIRST FLOOR
DEMOLITION
PLAN - FIRE
PROTECTION
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
N
O R HT
1/8" = 1'-0"
FIRST FLOOR DEMOLITION PLAN - FIRE PROTECTION1
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
GENERAL NOTE
1. CONTRACTOR TO VERIFY EXISTING SPRINKLER SYSTEM LAYOUT, AND SIZES, BEFORE ANY
DEMOLITION IS STARTED.
2. REMOVE EXISTING SPRINKLERS, PIPING AND APPURTENANCES.
DESCRIPTION DATE
3-20-23
326
1 2 3 4 5 6
A
B
C
D
E
(E)3" FIRE DN TO
1ST FLOOR
PDAD
TA
T E
I
EG
S
R
RE
S
NA
ENG
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
FP2.2
SECOND FLOOR
DEMOLITION
PLAN - FIRE
PROTECTION
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
N
O R HT
1/8" = 1'-0"
SECOND FLOOR DEMOLITION PLAN - FIRE PROTECTION1
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
GENERAL NOTE
1. CONTRACTOR TO VERIFY EXISTING SPRINKLER SYSTEM LAYOUT, AND SIZES, BEFORE ANY
DEMOLITION IS STARTED.
2. REMOVE EXISTING SPRINKLERS, PIPING AND APPURTENANCES.
DESCRIPTION DATE
3-20-23
327
1 2 3 4 5 6
A
B
C
D
E
(E)3" FIRE RISER
(2)(E)4" FIRE
LINES FEEDING
(E)3" FIRE RISER
FIELD VERIFY
(E)3" FIRE UP TO
2ND FLOOR
(E)3" MAIN FEED
TO 2ND FLOOR
(E)2" FIRE PIPE(E)2" FIRE PIPE
SIMI-RECESSED PENDENT SPRINKLER
CONCEALED PENDENT SPRINKLER
UPRIGHT SPRINKLER
SPRINKLER LEGEND
PDAD
TA
T E
I
EG
S
R
RE
S
NA
ENG
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
FP3.1
FIRST FLOOR
PLAN - FIRE
PROTECTION
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
N
O R HT
1/8" = 1'-0"
FIRST FLOOR PLAN - FIRE PROTECTION1
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
GENERAL NOTE
1. FIRE PROTECTION PIPE ROUTING SHALL BE SHOWN BY THE CONTRACTOR. DETERMINE EXACT
NUMBER OF SPRINKLERS, PIPE SIZING, AND PIPE ROUTING.
DESCRIPTION DATE
3-20-23
328
1 2 3 4 5 6
A
B
C
D
E
(E)3" FIRE DN TO
1ST FLOOR
NEW NOVEC 1230
CLEAN AGENT
SIMI-RECESSED PENDENT SPRINKLER
CONCEALED PENDENT SPRINKLER
UPRIGHT SPRINKLER
SPRINKLER LEGEND
PDAD
TA
T E
I
EG
S
R
RE
S
NA
ENG
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
FP3.2
SECOND FLOOR
PLAN - FIRE
PROTECTION
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
N
O R HT
1/8" = 1'-0"
SECOND FLOOR PLAN - FIRE PROTECTION1
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
GENERAL NOTE
1. FIRE PROTECTION PIPE ROUTING SHALL BE SHOWN BY THE CONTRACTOR. DETERMINE EXACT
NUMBER OF SPRINKLERS, PIPE SIZING, AND PIPE ROUTING.
DESCRIPTION DATE
3-20-23
329
1 2 3 4 5 6
A
B
C
D
E
COUNCIL DAIS
131
OPEN OFFICE
112
STORAGE
130C
G/N RESTROOM
130A
(E) BREAK ROOM
107
ELEC. RM
105
(E) MRR
104
(E) WRR
102
ELEV. EQUIP
110A
LOBBY
100
CORRIDOR
106
CD OFFICE
113
CONF.
111
PUBLIC COUNTER
110
CD OFFICE
114
MPOE
112A
FS RISER
112B
CD OFFICE
115
CD OFFICE
116
CD OFFICE
117
CITY ENGINEER PW
118
CD OFFICE
119CEPW OFFICE
120
CEPW OFFICE
121
JAN
103
COUNCIL LOBBY
130
AUDIO VISUAL
132
BROADCAST CONTROL
133
CONFERENCE ROOM
134
VAULT
140
STORAGE
141
COUNCIL CHAMBER PUBLIC
131
OPEN OFFICE
112
SIMI-RECESSED PENDENT SPRINKLER
CONCEALED PENDENT SPRINKLER
UPRIGHT SPRINKLER
SPRINKLER LEGEND
12'-0"14'-0"12'-0"
PDAD
TA
T E
I
EG
S
R
RE
S
NA
ENG
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
FP4.1
FIRST FLOOR
RCP - FIRE
PROTECTION
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
N
O R HT
1/8" = 1'-0"
FIRST FLOOR RCP - FIRE PROTECTION1
GENERAL NOTE
1. CENTER SPRINKLERS IN CEILING TILES IN BOTH DIRECTIONS IN ALL AREAS. IN AREAS WITH 2’X4’
CEILING TILES CENTERING USING A 2’X2’CEILING PATTERN IS ACCEPTABLE. SPRINKLER HEADS
SHALL BE ALIGNED WITH OTHER SPRINKLER HEADS, LIGHTING, DIFFUSERS, AND ANY OTHER
FEATURES IN THE CEILING.
2. NEW SPRINKLERS SHALL BE QUICK RESPONSE TYPE, UNLESS OTHERWISE NOTED. CONTRACTOR
SHALL NOT MIX STANDARD RESPONSE SPRINKLERS WITH QUICK RESPONSE SPRINKLERS IN
UNPARTITIONED SPACES.
3. PROVIDE COVERAGE ABOVE AND BELOW ALL DUCTWORK GREATER THAN 48" WIDE.
4. PROVIDE COVERAGE ABOVE (IF APPLICABLE) AND BELOW FLOATING CEILINGS, REFER TO
ARCHITECTURAL PLANS.
DESCRIPTION DATE
3-20-23
330
1 2 3 4 5 6
A
B
C
D
E
(E) WRR
202
(E) MRR
204
CITY MANAGER
231
ASSISTANT TO THE CITY MANAGER
232
MINI SUITE 1
244
MINI SUITE 2
245
(E) BREAK RM.
207
(E) CONF. RM
206
PARKS/REC. COMM.
222
PRC OFFICE
223
PRC OFFICE
224
CONF.
201
CITY CLERK RM
234
LACTATION
207A
FINANCE OFFICE
213
FINANCE OFFICE
214
STOR.
215
FINANCE OFFICE
211
FINANCE OFFICE
212
FINANCE
210
SR. INFO. SYS. ADM.
219
PRC OFFICE
225
JAN
203
(E) STAIR
208
MAYOR'S OFFICE
241
EXEC WASHROOM
231A
STORAGE
231B
FILE RM
216
MINI SUITE OPEN OFFICE
243
COLLAB LOUNGE
220
CORRIDOR A
200A
COUNCIL OFFICE
242
CITY CLERK FILES
235
MECH SHAFT
227
HR FILES
236
HR MGR.
237
COPY/ MAIL
238
ASSISTANT CITY MANAGER
233
IT SERVER RM.
217
CITY MANAGER SUITE
230
OPEN AREA
240
NEW NOVEC 1230
CLEAN AGENT
SYSTEM OR
EQUAL
SIMI-RECESSED PENDENT SPRINKLER
CONCEALED PENDENT SPRINKLER
UPRIGHT SPRINKLER
SPRINKLER LEGEND
PDAD
TA
T E
I
EG
S
R
RE
S
NA
ENG
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
1/8" = 1'-0"
12-12-2022
FP4.2
SECOND FLOOR
RCP - FIRE
PROTECTION
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
N
O R HT
1/8" = 1'-0"
SECOND FLOOR RCP - FIRE PROTECTION1
GENERAL NOTE
1. CENTER SPRINKLERS IN CEILING TILES IN BOTH DIRECTIONS IN ALL AREAS. IN AREAS WITH 2’X4’
CEILING TILES CENTERING USING A 2’X2’CEILING PATTERN IS ACCEPTABLE. SPRINKLER HEADS
SHALL BE ALIGNED WITH OTHER SPRINKLER HEADS, LIGHTING, DIFFUSERS, AND ANY OTHER
FEATURES IN THE CEILING.
2. NEW SPRINKLERS SHALL BE QUICK RESPONSE TYPE, UNLESS OTHERWISE NOTED. CONTRACTOR
SHALL NOT MIX STANDARD RESPONSE SPRINKLERS WITH QUICK RESPONSE SPRINKLERS IN
UNPARTITIONED SPACES.
3. PROVIDE COVERAGE ABOVE AND BELOW ALL DUCTWORK GREATER THAN 48" WIDE.
4. PROVIDE COVERAGE ABOVE (IF APPLICABLE) AND BELOW FLOATING CEILINGS, REFER TO
ARCHITECTURAL PLANS.
DESCRIPTION DATE
3-20-23
331
LENGTH AS
REQUIRED
UPRIGHT
SPRINKLER
(E)RISER DRAIN
(NEW)1/4", 300 PSI RATED
PRESSURE GAUGE
ASSEMBLY
(E)4-WAY BRACE
(E)HANGER
(E)SPARE HEAD BOX
1ST FLOOR
2ND FLOOR
PIPE
TOLCO FIG. 200
HANGER RING
TOLCO FIG. 99
3/8" ALL THREAD ROD
OR EQUAL
OR EQUAL
TOLCO FIG. 25 SURGE RESTRAINER OR EQUAL
(OPTIONAL - RUN HANGER ROD TIGHT TO TOP
OF PIPE TO PREVENT UPWARD MOTION)
3/4"
NOTE
1.VENT CONNECTION TO THE SYSTEM SHALL BE LOCATED OFF
THE TOP OF HORIZONTAL PIPING AT THE HIGH POINT OF THE
SYSTEM .
2.
90° ELBOW
CEILING
SPRINKLER
HEAD
MAIN/BRANCH LINE
PROVIDE 1" ANNULAR
SPACE
REDUCER
SCH. 40 PIPE
SPRINKLER
HEAD
SHOWN AS ON THE FLOOR PLANS
SHOWN AS ON THE FLOOR PLANS
1" SCH. 40 BRACE PIPE
1" SCH. 40 BRACE PIPE
TOLCO FIG. 4L
"IN-LINE" SWAY BRACE
ATTACHMENT OR EQUAL
(E)DRAIN
VALVE
(E)300 PSI PRESSURE
GAUGE
(NEW) VICTAULIC
LINE SIZE CHECK
VALVE OR EQUAL
(E)WATER FLOW DETECTOR
WIRED TO (E)FACP
(NEW)LINE SIZE VICTAULIC
GROOVED BUTTERFLY VALVE,
OR EQUAL, WITH TAMPER
SWITCH, FOR SYSTEM CONTROL
(E)GROOVED COUPLING.
VERIFY IF FLEXIBLE
COUPLING. REPLACE IF NOT
(E)ALARM BELL. RELOCATE
PER FIRE ALARM PLANS
(E)FIRE MAIN FROM
UNDERGROUND
METRAFLEX MODEL MVC-15
METRAVENT AUTOMATIC AIR VENT
(LEAD FREE) OR EQUAL
FIRE SPRINKLER
PIPE MAIN
AIR RELEASE PORT.
VERIFY CLEARANCE OF
OTHER TRADES
SEE SHEET FP2.4 FOR LOCATION OF AUTOMATIC AIR VENT
ON SYSTEM.
3/4" THREADED
BALL VLAVE
(LEAD FREE)
VICTAULIC STYLE
922 FIRELOCK
OUTLET-T
OR EQUAL
2" CLEARANCE
AROUND
SPRINKLER
(TYP)
SPRINKLER
DROP
STRUCTURAL
FRAMING AND
ALL OTHER
OBSTRUCTIONS
TOLCO FIG. 1001
FAST CLAMP OR
EQUAL
FOR ATTACHMENT TO
STRUCTURE SEE FP.02
FOR ATTACHMENT TO
STRUCTURE SEE FP.02
FIG. 4L
( 1" - 4")
CONTRACTOR TO INSPECT
FIRE RISER DRAIN AT
EXTERIOR OF BUILDING,
REPAIR AND REPLACE AS
NEEDED
NTS 12NOT USEDNTS11NOT USEDNTS10NOT USEDNTS9NOT USED
NTS 8NOT USEDNTS7NOT USEDNTS6NOT USEDNTS5AUTOMATIC AIR VENT DETAIL
NTS 4SEISMIC BRACING ATTACHMENT TO PIPENTS3BRANCH LINE PIPINGNTS2NEW HANGER INSTALLATIONNTS1EXISTING FIRE RISER
PDAD
TA
T E
I
EG
S
R
RE
S
NA
ENG
I
NEE
LSIFESROP
E .X
H UHN
No. M34080
O
I
O R NLACI
I
H A NC
TE
ME
OF C A L
Exp. June 30 2024
A
F
R
N
A
G
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:
12-12-2022
FP5.1
DETAILS
2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
CI
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
I
A
REFERENCE SCALE IN INCHES
0 1 2 3
PROJECT #
IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS
DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE
THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR
REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN
APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.
901 VIA PIEMONTE, SUITE 400
ONTARIO, CA 91764
909.477.6915 FAX: 909.477.6916
www.imegcorp.com
22002044.00
DESCRIPTION DATE
3-20-23
332
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
DESCRIPTION DATE
As indicated
03-15-2023
LANDSCAPE CONSTRUCTION REFERENCE SCHEDULE
PAVING SCHEDULE
SYMBOL DESCRIPTION DETAIL MATERIAL COLOR FINISH MANUFACTURER REMARKS
PEDESTRIAN CONCRETE PAVING A/C,L.4.401 CONCRETE STANDARD GREY OR APPROVED EQUAL #2 CHEMICAL FINISH N/A PROVIDE SAMPLE PRIOR TO INSTALL
6" CONCRETE CURB E, L4.401 CONCRETE STANDARD GREY OR APPROVED EQUAL #2 CHEMICAL FINISH N/A PROVIDE SAMPLE PRIOR TO INSTALL
SITE ELEMENTS SCHEDULE
SYMBOL DESCRIPTION DETAIL MATERIAL COLOR FINISH MANUFACTURER REMARKS
TRASH RECEPTACLE AND RECYCLE RECEPTACLE K,L.4.401 STEEL BLACK N/A
DUMOR
CONTACT: DERRICK SHIMA
CELL: 818-798-4085
DERRICK@RECWEST.COM
PROVIDE SPECIFICATION PRIOR TO INSTALL
FLAG POLE O,L.4.401 PER DETAIL PER DETAIL MILL FINISH IPI POLES
PHONE: 805-566-1998 PROVIDE SPECIFICATION PRIOR TO INSTALL
BIKE RACK H,L.4.401 STAINLESS STEEL N/A N/A
ANOVA
CONTACT:ERIKA EIFFLER
PHONE: 949-285-0433
EMAIL: ERIKA.E@ANOVAFURNISHINGS.COM
PROVIDE SPECIFICATION PRIOR TO INSTALL
P-01
P-02
S-01
S-02
S-03
GENERAL CONSTRUCTION NOTES
1.WORK PERFORMED SHALL COMPLY WITH THESE GENERAL NOTES, AND CONSTRUCTION DOCUMENTS AND SPECIFICATIONS.
2. WORK PERFORMED SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES, ORDINANCES, AND REGULATIONS.
3. SOURCE OF BASE INFORMATION IS ASSUMED TO BE CORRECT. REPORT ANY DISCREPANCIES IMMEDIATELY TO THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT.
4. VERIFY LOCATIONS OF PERTINENT SITE IMPROVEMENTS INSTALLED UNDER OTHER CONTRACTS. IF ANY PART OF THIS PLAN CANNOT BE FOLLOWED DUE TO SITE CONDITIONS, CONTACT OWNER'S REPRESENTATIVE FOR INSTRUCTIONS AND COORDINATE WITH OTHER TRADES
PRIOR TO COMMENCING WORK.
5. CONTACT LOCAL UNDERGROUND UTILITY SERVICES FOR UTILITY LOCATION AND IDENTIFICATION, PRIOR TO COMMENCING WORK.
6. PERFORM EXCAVATION IN THE VICINITY OF UNDERGROUND UTILITIES WITH CARE AND BY HAND, IF NECESSARY. THE CONTRACTOR BEARS FULL RESPONSIBILITY FOR THIS WORK AND DISRUPTION OR DAMAGE TO UTILITIES SHALL BE REPAIRED IMMEDIATELY.
7. ON-SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE, LARGER SCALE OVER SMALLER SCALE, ADDENDA AND CLARIFICATIONS OVER PREVIOUS
DOCUMENTS.
8. CONTRACTOR TO LAY OUT HARDSCAPE ELEMENTS AND VERIFY LAYOUT WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. HARDSCAPE ELEMENTS ARE DIMENSIONED ON THE PLAN. ANY DISCREPANCIES OR CONFLICTS WITH EXISTING CONDITIONS OR OTHER DRAWINGS
SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT IMMEDIATELY FOR PROPER CLARIFICATION AND ADJUSTMENT.
9. FOR DIMENSIONS OF EXISTING BUILDINGS, PROPOSED BUILDING IMPROVEMENTS, AND RELATED WORK, REFER TO THE ARCHITECTURAL DRAWINGS.
10. WHERE DIMENSIONS ARE CALLED AS "EQUAL", SPACE REFERENCED ITEMS EQUALLY, MEASURED TO THEIR CENTER LINES.
11. MEASUREMENTS ARE TO FACE OF BUILDING, WALL, OR FIXED SITE IMPROVEMENT. DIMENSIONS TO CENTER LINES AS IS INDICATED.
12. THIS PLAN IS FOR THE PURPOSE OF HORIZONTAL CONTROL (STAKING) OF CONSTRUCTION FEATURES NOT LOCATED BY THE CIVIL ENGINEERING AND ARCHITECTURAL DRAWINGS; AND THE CONSTRUCTION REFERENCE OF SITE CONSTRUCTION FEATURES
DETAILED HEREIN.
13. VERIFY (IN THE FIELD) VERTICAL CONTROLS OF ALL CONSTRUCTION FEATURES AS SHOWN ON THIS PLAN PRIOR TO BUILDING WALLS AND POURING CONCRETE FLATWORK
14. ALL CALLOUTS AND DIMENSIONS ONCE TYPICAL PER SHEET.
15. ALL ANGLES ARE AT 90° UNLESS NOTED OTHERWISE.
16. RADIUS DIMENSIONS ARE SHOWN WITH CENTER POINT AND WITH DIMENSION OUTSIDE OF RADIUS.
17. REFER TO THE CIVIL ENGINEER PLANS HEREIN FOR ALL FINISH GRADING, ALL HORIZONTAL AND VERTICAL CONTROL OF PROPOSED CONSTRUCTION FEATURES, AND ALL UNDERGROUND DRAINAGE SHOWN HERE ON.
18. CONTRACTOR SHALL ADJUST ANY/ALL EXISTING UTILITY BOXES FLUSH WITH FINISH GRADE. REFER TO CIVIL ENGINEER'S PLAN FOR ALL FINISH GRADE ELEVATIONS.
19. CONTRACTOR SHALL PROVIDE STAKING SERVICES FOR ALL LIMIT OF WORK AND PROPERTY LINES.
20. CONTRACTOR SHALL HAVE CONCRETE FLATWORK FORMS REVIEWED/ APPROVED BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.
21. ALL AREA DRAINS SHALL BE PERPENDICULAR AND 2'-0" CLR. FROM BACK OF WALK.
22. VERIFY ALL LEAD TIMES OF MATERIAL AT TIME OF BID AND INFORM OWNER / LANDSCAPE ARCHITECT OF ANY SCHEDULE CONFLICTS.
2'-0"
L4.001
LANDSCAPE
CONSTRUCTION
NOTES
T.M.
DIAL TOLL FREE1-800-227-2600
BEFORE YOU DIGAT LEAST TWO DAYS
UNDERGROUND SEVICE ALERT OF SOUTHERN CALIFORNIA
TOTAL TREES PROTECTED OR RELOCATED
TOTAL AREA (APPROX)
TOTAL LANDSCAPE AREA
40,184 SQ FT
2,416 SQ FT.
28
SUMMARY COVERAGE
TOTAL TREES ADDED 14
TOTAL TREES REMOVED 10
SHEET FLOW 2% MIN.
FLOW LINE 2% MIN.
NOT IN CONTRACTNIC
HIGH POINTHP
FACE OF CURBFC
BACK OF CURBBC
FINISH GRADEFG
FINISH SURFACEFS
TOP OF WALLTW
TOP OF FENCETF
TOP OF PILASTER
INDEX LEGEND
TP
1
SHEET FLOW 2% MIN.
FLOW LINE 2% MIN.
NOT IN CONTRACTNIC
HIGH POINTHP
FACE OF CURBFC
BACK OF CURBBC
FINISH GRADEFG
FINISH SURFACEFS
TOP OF WALLTW
TOP OF FENCETF
TOP OF PILASTER
INDEX LEGEND
TP
LANDSCAPE CONSTRUCTION
FEATURE REFERENCE LEGEND
CONSULTANT FEATURE
REFERENCE LEGEND1
SHEET FLOW 2% MIN.
FLOW LINE 2% MIN.
NOT IN CONTRACTNIC
HIGH POINTHP
FACE OF CURBFC
BACK OF CURBBC
FINISH GRADEFG
FINISH SURFACEFS
TOP OF WALLTW
TOP OF FENCETF
TOP OF PILASTER
INDEX LEGEND
TP
LANDSCAPE CONSTRUCTION
FEATURE REFERENCE LEGEND
CONSULTANT FEATURE
REFERENCE LEGEND
NEW PLANTING AREAPA
SURFACES TO BE ALIGNED
TOP OF SLOPETS
X-XX
NN NEWN
EXISTINGE
EXISTING PLANTING (PROTECT-IN-PLACE)EP
MOTORCYCLE PARKINGM
SITE FEATURES REFERENCE SCHEDULE
SYMBOL DESCRIPTION
PAINTED PARKING STALL (PER OTHERS)
ADA PAINTED PARKING STALL (PER OTHERS)
ACCESSIBLE PARKING SIGN (PER OTHERS)
ADA ACCESS RAMP (PER OTHERS)
TRUNCATED DOMES (PER OTHERS)
IRRIGATION UTILITY (PER OTHERS)
MONUMENTAL SIGNAGE (TO REMAIN)
EXISTING WALL (TO REMAIN)
EXISTING CONCRETE WALKWAY (TO REMAIN)
EXISTING ELECTRICAL UTILITY (PER OTHERS)
MOW CURB
01
02
03
04
05
06
07
08
09
10
11
PROPOSED HARDSCAPE SCHEDULE
SYMBOL DESCRIPTION
PEDESTRIAN CONCRETE PAVING
DETAIL
C, L4.401
EXISTING HARDSCAPE SCHEDULE
SYMBOL DESCRIPTION
PEDESTRIAN CONCRETE PAVING
CALLOUT
09
12/12/2022
3-20-23
333
COMPACT
UP
UP
UP
COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT
PA
EPEPEP
EP
EP
EP
EP
EP
PA PA
EP
PA
PA
0 feet16
SCALE: 1/8" = 1'-0"
8 24
NORTH
L4.101
LANDSCAPE
CONSTRUCTION
PLAN
DIAL TOLL FREE1-800-227-2600
BEFORE YOU DIGAT LEAST TWO DAYS
UNDERGROUND SEVICE ALERT OF SOUTHERN CALIFORNIA THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
DESCRIPTION DATE
As indicated
03-15-2023
LANDSCAPE CONSTRUCTION REFERENCE SCHEDULE
PAVING SCHEDULE
SYMBOL DESCRIPTION DETAIL
PEDESTRIAN CONCRETE PAVING A/C,L.4.401
6" CONCRETE CURB E, L4.401
SITE ELEMENTS SCHEDULE
SYMBOL DESCRIPTION DETAIL
TRASH RECEPTACLE AND RECYCLE RECEPTACLE K,L.4.401
FLAG POLE O,L.4.401
BIKE RACK H,L.4.401
P-01
P-02
S-01
S-02
S-03
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
L
.
4
.
1
0
2
P-01
S-01
P-01
S-01
P-01
SHEET FLOW 2% MIN.
FLOW LINE 2% MIN.
NOT IN CONTRACTNIC
HIGH POINTHP
FACE OF CURBFC
BACK OF CURBBC
FINISH GRADEFG
FINISH SURFACEFS
TOP OF WALLTW
TOP OF FENCETF
TOP OF PILASTER
INDEX LEGEND
TP
1
SHEET FLOW 2% MIN.
FLOW LINE 2% MIN.
NOT IN CONTRACTNIC
HIGH POINTHP
FACE OF CURBFC
BACK OF CURBBC
FINISH GRADEFG
FINISH SURFACEFS
TOP OF WALLTW
TOP OF FENCETF
TOP OF PILASTER
INDEX LEGEND
TP
LANDSCAPE CONSTRUCTION
FEATURE REFERENCE LEGEND
CONSULTANT FEATURE
REFERENCE LEGEND1
SHEET FLOW 2% MIN.
FLOW LINE 2% MIN.
NOT IN CONTRACTNIC
HIGH POINTHP
FACE OF CURBFC
BACK OF CURBBC
FINISH GRADEFG
FINISH SURFACEFS
TOP OF WALLTW
TOP OF FENCETF
TOP OF PILASTER
INDEX LEGEND
TP
LANDSCAPE CONSTRUCTION
FEATURE REFERENCE LEGEND
CONSULTANT FEATURE
REFERENCE LEGEND
NEW PLANTING AREAPA
SURFACES TO BE ALIGNED
TOP OF SLOPETS
X-XX
NN NEWN
EXISTINGE
EXISTING PLANTING (PROTECT-IN-PLACE)EP
MOTORCYCLE PARKINGM
S-02
03
05
02
10
08
05
SITE FEATURES REFERENCE SCHEDULE
SYMBOL DESCRIPTION
PAINTED PARKING STALL (PER OTHERS)
ADA PAINTED PARKING STALL (PER OTHERS)
ACCESSIBLE PARKING SIGN (PER OTHERS)
ADA ACCESS RAMP (PER OTHERS)
TRUNCATED DOMES (PER OTHERS)
IRRIGATION UTILITY (PER OTHERS)
MONUMENTAL SIGNAGE (TO REMAIN)
EXISTING WALL (TO REMAIN)
EXISTING CONCRETE WALKWAY (TO REMAIN)
EXISTING ELECTRICAL UTILITY (PER OTHERS)
MOW CURB
01
02
03
04
05
06
07
08
09
10
11
04
PROPOSED HARDSCAPE SCHEDULE
SYMBOL DESCRIPTION
PEDESTRIAN CONCRETE PAVING
DETAIL
C, L4.401
EXISTING HARDSCAPE SCHEDULE
SYMBOL DESCRIPTION
PEDESTRIAN CONCRETE PAVING
CALLOUT
09
09
11
12/12/2022
3-20-23
334
VA
N
M M M
COMPACT COMPACT COMPACT
PA
EP
PA
EPEP
EP
EP
EP
PA
PA
PA
0 feet16
SCALE: 1/8" = 1'-0"
8 24
NORTH
L4.102
LANDSCAPE
CONSTRUCTION
PLAN
DIAL TOLL FREE1-800-227-2600
BEFORE YOU DIGAT LEAST TWO DAYS
UNDERGROUND SEVICE ALERT OF SOUTHERN CALIFORNIA THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
DESCRIPTION DATE
As indicated
03-15-2023
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
L
.
4
.
1
0
1
SHEET FLOW 2% MIN.
FLOW LINE 2% MIN.
NOT IN CONTRACTNIC
HIGH POINTHP
FACE OF CURBFC
BACK OF CURBBC
FINISH GRADEFG
FINISH SURFACEFS
TOP OF WALLTW
TOP OF FENCETF
TOP OF PILASTER
INDEX LEGEND
TP
1
SHEET FLOW 2% MIN.
FLOW LINE 2% MIN.
NOT IN CONTRACTNIC
HIGH POINTHP
FACE OF CURBFC
BACK OF CURBBC
FINISH GRADEFG
FINISH SURFACEFS
TOP OF WALLTW
TOP OF FENCETF
TOP OF PILASTER
INDEX LEGEND
TP
LANDSCAPE CONSTRUCTION
FEATURE REFERENCE LEGEND
CONSULTANT FEATURE
REFERENCE LEGEND1
SHEET FLOW 2% MIN.
FLOW LINE 2% MIN.
NOT IN CONTRACTNIC
HIGH POINTHP
FACE OF CURBFC
BACK OF CURBBC
FINISH GRADEFG
FINISH SURFACEFS
TOP OF WALLTW
TOP OF FENCETF
TOP OF PILASTER
INDEX LEGEND
TP
LANDSCAPE CONSTRUCTION
FEATURE REFERENCE LEGEND
CONSULTANT FEATURE
REFERENCE LEGEND
NEW PLANTING AREAPA
SURFACES TO BE ALIGNED
TOP OF SLOPETS
X-XX
NN NEWN
EXISTINGE
EXISTING PLANTING (PROTECT-IN-PLACE)EP
MOTORCYCLE PARKINGM
LANDSCAPE CONSTRUCTION REFERENCE SCHEDULE
PAVING SCHEDULE
SYMBOL DESCRIPTION DETAIL
PEDESTRIAN CONCRETE PAVING A/C,L.4.401
6" CONCRETE CURB E, L4.401
SITE ELEMENTS SCHEDULE
SYMBOL DESCRIPTION DETAIL
TRASH RECEPTACLE AND RECYCLE RECEPTACLE K,L.4.401
FLAG POLE O,L.4.401
BIKE RACK H,L.4.401
P-01
P-02
S-01
S-02
S-03
03
02
05
P-01
06
07
08
SITE FEATURES REFERENCE SCHEDULE
SYMBOL DESCRIPTION
PAINTED PARKING STALL (PER OTHERS)
ADA PAINTED PARKING STALL (PER OTHERS)
ACCESSIBLE PARKING SIGN (PER OTHERS)
ADA ACCESS RAMP (PER OTHERS)
TRUNCATED DOMES (PER OTHERS)
IRRIGATION UTILITY (PER OTHERS)
MONUMENTAL SIGNAGE (TO REMAIN)
EXISTING WALL (TO REMAIN)
EXISTING CONCRETE WALKWAY (TO REMAIN)
EXISTING ELECTRICAL UTILITY (PER OTHERS)
MOW CURB
01
02
03
04
05
06
07
08
09
10
11
04
09
S-03
12/12/2022
3-20-23
335
SECTION
SCALE: 1 12" = 1'-0"
2
3
4
6"
3"
1
5
6
PER CIVIL
LEGEND
12" RADIUS TROWELED EDGES (TYP.)
REBAR PER CIVIL ENGINEER RECOMMENDATIONS
COMPACTED SUBGRADE PER CIVIL ENGINEER
RECOMMENDATIONS
ADJACENT PLANTING
CONCRETE CURB EDGE, PROVIDE SCORE JOINTS
AT 3'-0" TYP.
TOOLED JOINT
1
2
3
4
5
6
SECTION
SCALE: 3/4"=1'-0"
LEGEND
38" x 34" STEEL BAR
38" X 114" STEEL BAR
14 GA. SPUN STEEL COVER
58" DIA. STEEL BAR
14" x 3" STEEL BAR
32 GAL. PLASTIC LINER
14" THICK STEEL PLATE
38" THICK STEEL PLATE
14" THICK STEEL PLATE W/ 1116" ANCHOR HOLE
VINYL LETTERS
1
2
3
4
5
6
7
8
9
10
NOTES:
1. ALL STEEL MEMBERS COATED W/ ZINCH RICH EPOXY THEN FINISHED
W/ POLYESTER POWDER COATING.
2.12" X 334" EXPANSION ANCHOR BOLTS PROVIDED
3. RECEPTACLE FULLY ASSEMBLE AT FACTORY
3"
3'
1'-7" Ø
2' Ø
2'-9" Ø
1
2
10"Ø
3
4
55
6
7
8
9
TRASH RECEPTACLE - TOP VIEW
TRASH AND RECYCLE RECEPTACLE - SECTION VIEW
10
10
4"
1
2
3
10
RECYCLE RECEPTACLE - TOP VIEW
RECYCLE RECEPTACLE - PERSPECTIVE VIEW
10
TRASH RECEPTACLE - SECTION VIEW
Ø1'-5"
ANCHOR CIRCLE
ANCHOR- BOTTOM VIEW
9
NOTES:
1. DSA REVIEW NOT REQUIRED.
6' - 0" DEEP
6"
20' - 0" HEIGHT
SEE SPECIFICATIONS.
2'-6"
1" MAX.
4'
1
2
3
4
5
6
7
9
10
11
8
12
13
14
15
16
LEGEND
8" DIA. SATIN BRUSHED ALUMINUM BALL
REVOLVING TRUCK WITH DOUBLE
ALUMINUM SHEAVES
SEAMLESS TAPERED ALUMINUM FLAG POLE
W/#10 POLY INTERNAL HALYARD
2" THICK WATERPROOFING COMPOUND
ALUM. FLASH COLLAR
1/2" THICK FIBER EXPANSION JOINT
CONCRETE PAVING PER CIVIL AND
LANDSCAPE DRAWINGS
90% COMPACT BASE
(4) HARDWOOD WEDGES
#4 TIE, TOP AND BOTTOM
16 GA GALV. CORRUGATED STEEL TUBE
DRY PACK SAND
CONCRETE BASE, 3000 PSI
(4) WELDED STEEL WEDGES
1/2" THICK WELDED STEEL PLATE
GROUNDING ROD TO MATCH
SPECIFICATIONS.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
DESCRIPTION DATE
As indicated
03-15-2023
P -
A EXPANSION JOINT C
(S.J.)
8
11
10
4
9FELT EXPANSION JOINT
CONTROL/SCORE JOINT
FEJ
2
4
9 1"6"COLD JOINT
(C.J.)
2" TYP
1
4
5
6
9
EXPANSION JOINT
(E.J.)
2" TYP
1"6"
1 3
4
7
8
9
NOTES:
1. CONCRETE THICKNESS, STRENGTH, COLOR, FIN. AND REINFORCEMENT
PER CONST. PLAN, NOTES AND DETAILS.
2. JOINT LOC. PER CONST. PLAN AND DETAIL.
SECTION
SCALE: 3/4"=1'-0"
LEGEND
JOINT SEALANT COLOR TO MATCH ADJACENT
CONCRETE SAND JOINT.
116" SAW-CUT
18" ROLLED RADIUS, TYP. CHASE WITH 316" SAW-CUT
REINFORCING AT CENTER PER DETAIL
#3 BAR X 2'-0" LONG AT 16" O.C.
BURKE 'KEY-KOLD' OR EQ.
#3 BAR X 2'-0" @ 16" O.C. GREASE AND WRAP ONE
END IN EXPANSION JOINT (E.J.)
1/4" THICK POLY FOAM
COMPACTED SUBGRADE PER CIVIL ENGINEER, TYP.
TRELLIS COLUMN/WALL OR OTHER HARDSCAPE
FEATURE
SANDED CAULK JOINT
1
2
3
4
5
6
7
8
9
10
11
4" MIN. THICKNESS. SEE
LEGEND FOR LOCATION
AND FINISH OF PEDESTRIAN
PAVING.
2" TYP.
1 6
5
4
2
SECTION
SCALE: 1"=1'-0"
LEGEND
FINISH GRADE 2" AT G.C. AND 1" AT TURF AREAS,
TYP
4" THICK CONCRETE . FOR CONCRETE STRENGTH,
REFERENCE GEOTECH REPORT. FOR COLOR AND
FINISH REFERENCE LANDSCAPE CONSTRUCTION
LEGEND.
REBAR AND REINFORCEMENT SIZE, STRENGTH,
AND SPACING PER CIVIL ENGINEER.
JOINTS PER CONST. PLAN AND PER TYP. JOINTS
DETAIL.
COMPACTED SUBGRADE PER CIVIL ENGINEER.
APPLY 14" RADIUS NOSE ON ALL EXPOSED EDGES
CONTINUOUS TYP.
1
2
3
4
5
6
NOTES:
1. PROVIDE EXPANSION JOINTS AS FOLLOWS:
a. 4'-0" WIDE WALK @ 20'-0" MAX
b. 6'-0" WIDE WALK @ 18'-0" MAX
c. 8'-0" WIDE WALK @ 16'-0" MAX
ALL OTHER JOINT LOCATIONS SEE CONST. PLAN AND
REFER TO CIVIL ENGINNER.
1. SCORE JOINTS SHALL BE WALK WIDTH AS SHOWN ON
CONST. PLANS. REFERENCE GEOTECH FOR MAXIMUM
SCORE JOINT SPACING RECOMMENDATIONS.
3
PEDESTRIAN CONCRETE PAVING
REFER TO CIVIL ENGINEER PLANS TOVERIFY CONCRETE THICKNESS, STRENGTH,REINFORCEMENT, AND SUBGRADEINFORMATION.
E
O FLAG POLE
Q -R -S -T -
L4.401
LANDSCAPE
CONSTRUCTION
DETAILS
H BIKE RACK
K M -N -
MANUFACTURER: DUMORMODEL: TRASH RECEPTACLE 107-32-RC-0017/RECYCLE RECEPTACLE 107-32-RC-001COLOR: BLACK
6" CONCRETE CURB
PLAN VIEW
5.
5
0
"
4.
0
0
"
SCALE: N.T.S.
NOTES:
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS.
.2
5
"
32
.
2
5
"
Ø 35.88"
ELEVATION VIEW
LEGEND
EXISTING CONCRETE
38" ANCHOR, 6QTY
SS RUBBER WASHERS, 6QTY
38"-16 X 1" SS BOLT HEAD SCREWS, QTY 6
CIRCLE BIKE RACK
1
2
3
4
5
5
2
1
43
MANUFACTURER: ANOVAMODEL: CIRCLEBRS2COLOR/FINISH: STAINLESS STEEL
TRASH AND RECYCLE RECEPTACLE
MANUFACTURER: IPI FLAGPOLESMODEL: IPIHD-30-6-3.5-188
12/12/2022
3-20-23
336
T.M.
DIAL TOLL FREE1-800-227-2600
BEFORE YOU DIGAT LEAST TWO DAYS
UNDERGROUND SEVICE ALERT OF SOUTHERN CALIFORNIA
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
DESCRIPTION DATE
As indicated
03-15-2023
L5.001
LANDSCAPE
IRRIGATION
NOTES
Valve Size
#
#
#
IRRIGATION MISCELLANEOUS EQUIPMENT
120 VOLT
ELECTRICAL POWER
for CONTROLLER
PROVIDED BY ELECTRICIAN, FIELD VERIFY ACTUAL
LOCATION.E
IRRIGATION UTILITIES
IRRIGATION CONTROLLER
IRRIGATION PIPING
PIPE SIZE
DRIPLINE TUBING or 1/2" PVC0 - 5 GPM
ZONE FLOW
8.1 - 13 GPM
1 1/2" PVC
5 - 8 GPM 3/4" PVC
1 1/4" PVC13.1 - 22 GPM
22.1 - 30 GPM
1" PVC
VALVE KEY:DRIPLINE SUPPLY/EXHAUST LATERAL PIPE SIZING:
POC
EXISTING BACKFLOW, PROTECT-IN-PLACE
DOMESTIC SERVICE LINE by OTHERS.
NON-PRESSURE LATERAL SCH. 40 PVC PIPE. FOR SIZES 3/4" - 2" W/ PVC SCH. 40 FITTINGS - BURY
MIN. 12" BELOW GRADE (SIZE AS NOTED ON PLAN).AS APPROVED
PVC PIPE SCH. 40 SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED - EXTEND
18" BEYOND EDGE OF PAVING & PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED
BY OWNER'S AUTHORIZED REPRESENTATIVE.
S S
S S
AS APPROVED
AS APPROVED
NOTE:
PRESSURE RELIEF VALVES SHALL BE INSTALLED AT ALL IRRIGATION MAINLINE PIPING
"DEAD-ENDS" AND "RIGHT ANGEL" TURNS TO PREVENT WATER HAMMER DAMAGE TO PIPE AND
FITTINGS.
AS APPROVEDNO SYMBOL
DBR/Y-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE
CONNECTIONS
IRRIGATION 'CONTROL' WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED)
NO SYMBOL 3M
AS APPROVEDNO SYMBOL IRRIGATION 'COMMON' WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED)
AS APPROVEDNO SYMBOL IRRIGATION 'SPARE' WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED)
EXISTING
Valve Flow
(GPM)
EXISTING METER, PROTECT-IN-PLACEEXISTING
EXISTING EXISTING REMOTE CONTROL VALVE, PROTECT- IN-PLACE
M
EXISTING GATE VALVE, PROTECT-IN-PLACE
EXISTING QUICK COUPLER, PROTECT IN PLACE
EXISTING
EXISTING
COMMERICAL CONTROL ZONE KIT XCZ-PRB-100-COM
RAINBIRD
DRIP LINE LAYOUT NOTE: NOT ALL SUPPLY/EXHAUST LATERALS SHOWN ON PLAN for GRAPHIC
CLARITY - INSTALL LATERALS per MANUFACTURER'S SPECIFICATIONS and RECOMMENDATIONS TO
AVOID LOW PRESSURE THROUGH DRIPPERLINE and CONNECTIONS.*
RAINBIRD ARV050 AIR/VACCUUM RELIEF VALVE . INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE
BOX AT THE HIGH POINT OF EACH PLANTER, MIN. 1 ARV PER 500' OF DISTRIBUTION TUBING. USING
AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVE TO ALL DRIP LINE LATERALS WITHIN THE
ELEVATED AREA.
AFV- T INSTALL INSIDE 6" ROUND VALVE BOX, AT THE FAR END OF DRIP LINE LATERAL. INSTALL
MINIMUM OF ONE FLUSH VALVE PER MAXIMUM OF 800' OF TUBING. MULTIPLE FLUSH VALVES MAY
BE REQUIRED WITHIN DRIP LINE LAYOUT. ALWAYS INSTALL VALVES IN OPPOSITE DIRECTIONS OF
THE PVC/DRIP CONNECTION MANIFOLD.
RAINBIRD
SUBSURFACE IRRIGATION
EXISTING HYDROZONES TO BE PROTECTED-IN-PLACE
HYDROPOINT WEATHERTRAK ETPRO3 WALL MOUNT CONTROLLER.J
1806-SAM-PRS POP-UP W/ 1402 FLOOD BUBBLERS (2 PER TREE)RAINBIRD
USE NETAFIM FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND INLINE DRIP
TUBING.
TLHCVXR7-18 DRIPLINE TUBING. ALL TUBING SHALL BE INSTALLED ON GRADE W/ 9" WIRE
STAKES FOUR (4) FEET ON CENTER; VERIFY THE LAYOUT AND CENTER SPACING IN THE FIELD
PRIOR TO STARTING WORK. INSTALL ON GRADE DRIP IRRIGATION SYSTEM PER
MANUFACTURER'S SPECIFICATIONS.
NETAFIM
EXISTING PRESSURIZED IRRIGATION MAINLINE TO REMAIN. REROUTE TO NEW VALVE
LOCATIONS AS NECESSARY.
RAINBIRD
RAIN BIRD EFB-CP
MV
FS
WT-MV-200G-SNO, 2" MASTER VALVE
WT-FS-200-DI, 2" DATA INDUSTRIAL FLOW SENSOR
HYDROPOINT
HYDROPOINT
New Valve
Number
GENERAL IRRIGATION NOTES
1. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM
COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, AND ETC.
2. THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR
CLARIFICATION ONLY AND SHALL BE INSTALLED WITHIN PLANTING AREAS WHEREVER POSSIBLE.
3. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BECOME FAMILIAR WITH ALL GRADE
DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES, AND UTILITIES. THE IRRIGATION
CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY THEIR WORK. WORK SHALL BE COORDINATED
WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER
ROADWAYS, PAVING, AND ETC.
4. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE
FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES ON SITE EXIST THAT ARE NOT
SHOWN ON THE PLANS. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF
THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT NOTIFICATION IS NOT PERFORMED, THE
IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.
5. ALL SPRINKLER EQUIPMENT NOT DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S
RECOMMENDATIONS AND SPECIFICATIONS.
6. IRRIGATION MAINLINE AND APPURTENANCES LOCATION IS DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE
INSTALLED WITHIN THE LIMIT OF WORK, 18" OFF HARDSCAPE AND WITHIN PLANTING AREAS.
7. IRRIGATION EQUIPMENT SHOWN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY. ALL
MAINTAINED AREA EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK. VERIFY ALL LAYOUT IN FIELD
WITH OWNER'S AUTHORIZED REPRESENTATIVE.
8. CONTRACTOR SHALL PROVIDE SLEEVING FOR ALL FUTURE PAVED AREAS INCLUDING FUTURE DRIVEWAYS,
ROADWAYS, AS WELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH
OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.
9. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIPLINE OF EXISTING TREES.
NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. THE IRRIGATION
SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES AND REGULATIONS. CONTRACTOR TO
CONFORM TO THE REQUIREMENTS OF NFPA 24, SECTION 8.1 MIN. 'DEPTH OF COVER' (36 INCHES) FOR PIPE TO
INCLUDE FIRE LANE ROUTES OF ACCESS
10. LATERAL LINES TO BE SIZED PER SIZING CHART
11. CONTRACTOR TO MAINTAIN AS-BUILT DRAWINGS SET TO BE AVAILABLE ON SITE AT ALL TIMES AND AT THE TIME OF
SUBSTANTIAL COMPLETION REVIEW. CONTRACTOR SHALL PREPARE REDUCED, COLOR-CODED PLANS, LAMINATE,
AND PLACE (1) IN CONTROLLER ENCLOSURE AND DELIVER (1) TO OWNER'S REPRESENTATIVE AFTER APPROVAL
OF RECORD DRAWING SUBMITTAL AND PRIOR TO FINAL COMPLETION
IRRIGATION DEMOLITION NOTES
1. CONTRACTOR SHALL EXECUTE IRRIGATION WORK EXPEDITIOUSLY TO MAINTAIN WATER SERVICE FOR EXISTING
TO REMAIN IRRIGATION SYSTEMS LOCATED OUTSIDE OF PROJECT AREA AS REQUIRED TO MAINTAIN PLANT
MATERIAL IN A HEALTHY CONDITION
2. CONTRACTOR SHALL SCHEDULE OR PHRASE WORK AS APPROPRIATE WITH GENERAL CONTRACTOR'S OVERALL
PROJECT SCHEDULES
3. IRRIGATION CONTRACTOR SHALL INCLUDE IN THEIR BID TO COORDINATE WITH GENERAL CONTRACTOR PRIOR TO
DEMOLITION AND GRADING AND MAKE TEMPORARY AND PERMANENT CONNECTION AND/OR REPAIRS AS
NECESSARY TO MAINTAIN IRRIGATION WATER SERVICE TO IRRIGATION SYSTEMS LOCATED OUTSIDE OF PROJECT
ARE AFFECTED BY CONSTRUCTION. CONTRACTOR TO REMAIN WATER SUPPLY TO PLANTS AND TURF AT ALL
TIMES OR SUPPLY WATER MANUALLY TO MAINTAIN PLANTS AND TURF IN A HEALTHY CONDITION THROUGHOUT
CONSTRUCTION. DAMAGE TO TURF DUE TO INSUFFICIENT WATER SHALL BE REPAIRED BY INSTALLING NEW SOD.
4. CONTRACTOR SHALL NOTIFY AND COORDINATE WITH ARCHITECT IN ADVANCE OF PLANNING DISTRIBUTIONS OF
IRRIGATION WATER SERVICE.
WATER AUDIT NOTE:
THE CONTRACTOR WILL CONDUCT AN IRRIGATION AUDIT USING A CERTIFIED IRRIGATION AUDITOR, AFTER THE
FINAL FIELD OBSERVATION HAS BEEN COMPLETED AND ALL IRRIGATION COMPONENTS ARE
INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND THE IRRIGATION SYSTEM IS ACCEPTED
BY THE PROJECT LANDSCAPE ARCHITECT FOR MAINTENANCE.
THE IRRIGATION AUDIT WILL BE CONDUCTED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE:
1. PLACE FLAGS AT EACH HEAD IN THE ZONE.
2. MEASURE SPACING AND MARK MID-POINTS BETWEEN HEADS.
3. PLACE WATER MEASURING RECEPTACLES.
4. TAKE READINGS OF WATER LEVEL IN RECEPTACLES AND RECORD RESULTS.
5. MEASURE HEAD PRESSURE IN EACH ZONE AND RECORD RESULTS.
6. AFTER COMPLETING ZONE ADVANCE TO NEXT ZONE AND REPEAT PROCEDURE.
7. SUBMIT THE RESULTS OF THE AUDIT TO THE PROJECT ARCHITECT.
THE IRRIGATION MAINTENANCE SCHEDULE TASKS LISTED BELOW ARE INTENDED AS MINIMUM STANDARDS AND
MORE FREQUENT ATTENTION MAY BE REQUIRED DEPENDING ON THE PARTICULAR SITE CONDITIONS.
MAINTENANCE TASK
1. CONTROLLER CABINET - OPEN CABINET, CLEAN OUT DEBRIS,
AND REPLACE BATTERY AS NECESSARY. CHECK WIRING AND
REPAIR AS NEEDED. CHECK CLOCK AND RESET, IF NECESSARY.
2. IRRIGATION SCHEDULE - ADJUST SCHEDULE FOR SEASONAL
VARIATIONS AND OTHER CONDITIONS WHICH MAY AFFECT THE
AMOUNT OF WATER NEEDED TO MAINTAIN PLANT HEALTH.
ADJUST AS NECESSARY.
3. POC - VISUALLY INSPECT COMPONENTS FOR LEAKS, PRESSURE
SETTINGS, SETTLEMENT OR OTHER DAMAGE AFFECTING THE
OPERATION OF A COMPONENT REPAIR AS NEEDED.
4. REMOTE CONTROL VALVES, ISOLATION VALVES AND QUICK
COUPLER VALVES - VISUALLY INSPECT FOR LEAKS, SETTLEMENT,
WIRE CONNECTIONS AND PRESSURE SETTINGS. REPAIR OR
ADJUST AS NEEDED.
5. MAINLINE AND LATERALS - VISUALLY INSPECT FOR LEAKS OR
SETTLEMENT OF TRENCH.
6. SPRINKLERS - VISUALLY CHECK FOR ANY BROKEN, MISSALIGNED
OR CLOGGED HEADS, HEADS WITH INCORRECT ARC, INADEQUATE
COVERAGE OR OVERSPRAY AND LOW HEAD DRAINAGE. REPAIR AS
NEEDED.
7. FILTERS AND STRAINERS - VISUALLY CHECK FOR LEAKS AND BROKEN
FITTINGS. CLEAN AND FLUSH SCREENS.
AUDIT SHALL BE IN ACCORDANCE WITH THE LATEST STATE OF CALIFORNIA LANDSCAPE WATER MANAGEMENT
PROGRAM AS DESCRIBED IN THE LATEST LANDSCAPE IRRIGATION AUDITOR HANDBOOK. THE LANDSCAPE
IRRIGATION AUDITS TO BE CONDUCTED BY A QUALIFIED INDIVIDUAL AND THE AUDIT SCHEDULE SHALL BE
CONDUCTED AT LEAST ONCE EVERY FIVE YEARS IN ACCORDANCE WITH THE REQUIREMENTS OF TITLE 20,
DIVISION 1 OF THE LOS ANGELES COUNTY CODE.
FREQUENCY
QUARTLEY
MONTHLY
QUARTERLY
QUARTERLY
QUARTERLY
WEEKLY
MONTHLY
IRRIGATION MAINTENANCE SCHEDULES:
1. MAINTENANCE SCHEDULES. A REGULAR MAINTENANCE SCHEDULE SATISFYING THE
FOLLOWING CONDITIONS SHALL BE SUBMITTED AS PART OF THE LANDSCAPE
DOCUMENTATION PACKAGE.
2. LANDSCAPE SHALL BE MAINTAINED TO ENSURE WATER EFFICIENCY. A REGULAR
MAINTENANCE SCHEDULE SHALL INCLUDE, BUT NOT BE LIMITED TO, CHECKING, ADJUSTING,
AND REPAIRING IRRIGATION EQUIPMENT, RESETTING THE AUTOMATIC CONTROLLER,
AERATING AND DETHATCHING TURF AREAS, REPLENISHING MULCH, FERTILIZING, PRUNING,
AND WEEDING IN ALL LANDSCAPE AREAS.
3. WHENEVER POSSIBLE, REPAIR OF IRRIGATION EQUIPMENT SHALL BE DONE WITH THE
ORIGINALLY SPECIFIED MATERIALS OR THEIR EQUIVALENTS.
4. A LANDSCAPE IRRIGATION AUDIT SCHEDULE AS REQUIRED IN CHAPTER 20.09 OF TITLE 20
MAY BE RECOMMENDED. THE MAXIMUM PERIOD BETWEEN AUDITS SHALL BE FIVE YEARS.
IRRIGATION AUDIT SCHEDULES:
1. AT A MINIMUM, AUDITS SHALL BE IN ACCORDANCE WITH THE LATEST STATE OF CALIFORNIA
LANDSCAPE WATER MANAGEMENT PROGRAM AS DESCRIBED IN THE LANDSCAPE IRRIGATION
AUDITOR HANDBOOK, PREPARED FOR THE CALIFORNIA DEPARTMENT OF WATER
RESOURCES, WATER CONSERVATION OFFICE, THE ENTIRE DOCUMENT, WHICH IS HEREBY
INCORPORATED BY REFERENCE.
2. THE SCHEDULE SHALL PROVIDE FOR LANDSCAPE IRRIGATION AUDITS TO BE CONDUCTED BY
A QUALIFIED INDIVIDUAL AS DETERMINED BY THE DIRECTOR AT LEAST ONCE EVERY FIVE
YEARS IN ACCORDANCE WITH THE REQUIREMENTS OF TITLE 20, DIVISION 1 OF THE LOS
ANGELES COUNTY CODE.
12/12/2022
3-20-23
337
COMPACT
UP
UP
UP
COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT
J
11
1 1/2"
25.3
SHRUBS
12
1"
--
SHRUBS
13
1"
24.8
SHRUBS
6
1"
--
SHRUBS
7
1"
14.75
SHRUBS
8
1"
22.92
SHRUBS
9
1"
--
SHRUBS
10
1"
15.12
SHRUBS
S S S S S S S S SSSSSSSSSS
0 feet16
SCALE: 1/8" = 1'-0"
8 24
NORTH
L5.101
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
DESCRIPTION DATE
As indicated
03-15-2023
DIAL TOLL FREE1-800-227-2600
BEFORE YOU DIGAT LEAST TWO DAYS
UNDERGROUND SEVICE ALERT OF SOUTHERN CALIFORNIA
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
L
.
5
.
1
0
2
Valve Size
#
#
#
IRRIGATION MISCELLANEOUS EQUIPMENT
120 VOLT
ELECTRICAL POWER
for CONTROLLER
PROVIDED BY ELECTRICIAN, FIELD VERIFY ACTUAL
LOCATION.E
IRRIGATION UTILITIES
IRRIGATION CONTROLLER
IRRIGATION PIPING
PIPE SIZE
DRIPLINE TUBING or 1/2" PVC0 - 5 GPM
ZONE FLOW
8.1 - 13 GPM
1 1/2" PVC
5 - 8 GPM 3/4" PVC
1 1/4" PVC13.1 - 22 GPM
22.1 - 30 GPM
1" PVC
VALVE KEY:DRIPLINE SUPPLY/EXHAUST LATERAL PIPE SIZING:
POC
EXISTING BACKFLOW, PROTECT-IN-PLACE
DOMESTIC SERVICE LINE by OTHERS.
NON-PRESSURE LATERAL SCH. 40 PVC PIPE. FOR SIZES 3/4" - 2" W/ PVC SCH. 40 FITTINGS - BURY
MIN. 12" BELOW GRADE (SIZE AS NOTED ON PLAN).AS APPROVED
PVC PIPE SCH. 40 SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED - EXTEND
18" BEYOND EDGE OF PAVING & PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED
BY OWNER'S AUTHORIZED REPRESENTATIVE.
S S
S S
AS APPROVED
AS APPROVED
NOTE:
PRESSURE RELIEF VALVES SHALL BE INSTALLED AT ALL IRRIGATION MAINLINE PIPING
"DEAD-ENDS" AND "RIGHT ANGEL" TURNS TO PREVENT WATER HAMMER DAMAGE TO PIPE AND
FITTINGS.
AS APPROVEDNO SYMBOL
DBR/Y-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE
CONNECTIONS
IRRIGATION 'CONTROL' WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED)
NO SYMBOL 3M
AS APPROVEDNO SYMBOL IRRIGATION 'COMMON' WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED)
AS APPROVEDNO SYMBOL IRRIGATION 'SPARE' WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED)
EXISTING
Valve Flow
(GPM)
EXISTING METER, PROTECT-IN-PLACEEXISTING
EXISTING EXISTING REMOTE CONTROL VALVE, PROTECT- IN-PLACE
M
EXISTING GATE VALVE, PROTECT-IN-PLACE
EXISTING QUICK COUPLER, PROTECT IN PLACE
EXISTING
EXISTING
COMMERICAL CONTROL ZONE KIT XCZ-PRB-100-COM
RAINBIRD
DRIP LINE LAYOUT NOTE: NOT ALL SUPPLY/EXHAUST LATERALS SHOWN ON PLAN for GRAPHIC
CLARITY - INSTALL LATERALS per MANUFACTURER'S SPECIFICATIONS and RECOMMENDATIONS TO
AVOID LOW PRESSURE THROUGH DRIPPERLINE and CONNECTIONS.*
RAINBIRD ARV050 AIR/VACCUUM RELIEF VALVE . INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE
BOX AT THE HIGH POINT OF EACH PLANTER, MIN. 1 ARV PER 500' OF DISTRIBUTION TUBING. USING
AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVE TO ALL DRIP LINE LATERALS WITHIN THE
ELEVATED AREA.
AFV- T INSTALL INSIDE 6" ROUND VALVE BOX, AT THE FAR END OF DRIP LINE LATERAL. INSTALL
MINIMUM OF ONE FLUSH VALVE PER MAXIMUM OF 800' OF TUBING. MULTIPLE FLUSH VALVES MAY
BE REQUIRED WITHIN DRIP LINE LAYOUT. ALWAYS INSTALL VALVES IN OPPOSITE DIRECTIONS OF
THE PVC/DRIP CONNECTION MANIFOLD.
RAINBIRD
SUBSURFACE IRRIGATION
EXISTING HYDROZONES TO BE PROTECTED-IN-PLACE
HYDROPOINT WEATHERTRAK ETPRO3 WALL MOUNT CONTROLLER.J
1806-SAM-PRS POP-UP W/ 1402 FLOOD BUBBLERS (2 PER TREE)RAINBIRD
USE NETAFIM FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND INLINE DRIP
TUBING.
TLHCVXR7-18 DRIPLINE TUBING. ALL TUBING SHALL BE INSTALLED ON GRADE W/ 9" WIRE
STAKES FOUR (4) FEET ON CENTER; VERIFY THE LAYOUT AND CENTER SPACING IN THE FIELD
PRIOR TO STARTING WORK. INSTALL ON GRADE DRIP IRRIGATION SYSTEM PER
MANUFACTURER'S SPECIFICATIONS.
NETAFIM
EXISTING PRESSURIZED IRRIGATION MAINLINE TO REMAIN. REROUTE TO NEW VALVE
LOCATIONS AS NECESSARY.
RAINBIRD
RAIN BIRD EFB-CP
MV
FS
WT-MV-200G-SNO, 2" MASTER VALVE
WT-FS-200-DI, 2" DATA INDUSTRIAL FLOW SENSOR
HYDROPOINT
HYDROPOINT
New Valve
Number
LANDSCAPE
IRRIGATION
PLAN
EXISTING IRRIGATION IN THIS AREA TO
BE REMOVED AND RECONNECTED TO
ACCOMMODATE NEW CONCRETE
PATHWAY AND FLAGPOLES.
AREAS WHERE NEW DEVELOPMENT
ARE TAKING PLACE AND EXISTING
IRRIGATION WILL BE IMPACTED,
RELOCATE IRRIGATION COMPONENTS,
CAP AND REPAIR ANY DAMAGE AND
REDISTRIBUTE IRRIGATION SPRAY
HEADS TO MAINTAIN HEAD-TO-HEAD
COVERAGE.
ALL PROPOSED MAINLINE, SLEEVES, AND
EQUIPMENT ARE SHOWN AS A GRAPHIC
REFERENCE ONLY. ACTUAL LOCATION
TO BE DETERMINED IN FIELD BY
CONTRACTOR.
PLANTING AND IRRIGATION TO BE
PROTECTED-IN-PLACE.
EXISTING SLEEVES AND LATERALS IN THIS
AREA NEEDS TO BE PROTECTED-IN-PLACE. NO
CHANGES TO THE PLANTING AND IRRIGATION
IN THIS AREA.
AFTER REWIRING OF VALVES,
RECONNECT IRRIGATION WIRES AS TO
MAKE THEM OPERATE IN THEIR ORIGINAL
STATE. RESTORE AND TEST IRRIGATION
OPERATION AS WITNESSED AND
ACCEPTED BY THE DISTRICT
REPRESENTATIVE AND/OR DESIGN TEAM.
SEE NOTES FOR EXISTING IRRIGATION
COMPONENTS. IF ALTERNATE
LOCATION IS DESIRED, REQUESTED,OR
SUGGESTED, CONTACT ARCHITECT.
ALL PROPOSED MAINLINE, LATERAL
LINES, AND EQUIPMENT ARE SHOWN AS
A GRAPHIC REFERENCE ONLY. ACTUAL
LOCATION TO BE DETERMINED IN FIELD
BY CONTRACTOR.
ALL PROPOSED MAINLINE, LATERAL
LINES, AND EQUIPMENT SHOWN AS A
GRAPHIC REFERENCE ONLY. ACTUAL
LOCATION TO BE DETERMINED IN FIELD
BY CONTRACTOR.
12/12/2022
3-20-23
338
VA
N
M M M
COMPACT COMPACT COMPACT
M
S
S
S
S
S
S
S
S
S
S
S
S
14
1"
24.75
SHRUBS
15
1"
20.46
SHRUBS
16
1"
13.45
SHRUBS
1
3/4"
2.7
2
3/4"
8.75
SHRUBS
3
1"
--
SHRUBS
4
1"
19.24
SHRUBS
5
1"
--
SHRUBS
MV
FS
0 feet16
SCALE: 1/8" = 1'-0"
8 24
NORTH
ALL PROPOSED MAINLINE,
SLEEVES, AND EQUIPMENT
ARE SHOWN AS A GRAPHIC
REFERENCE ONLY FOR
CLARITY USING CAD FILES.
ACTUAL LOCATION TO BE
DETERMINED IN FIELD BY
CONTRACTOR.
L5.102
LANDSCAPE
IRRIGATION
PLAN
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
DESCRIPTION DATE
As indicated
03-15-2023
DIAL TOLL FREE1-800-227-2600
BEFORE YOU DIGAT LEAST TWO DAYS
UNDERGROUND SEVICE ALERT OF SOUTHERN CALIFORNIA
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
L
.
5
.
1
0
1
PLANTING AND IRRIGATION TO BE
PROTECTED-IN-PLACE.
EXISTING SLEEVES AND LATERALS IN
THIS AREA NEEDS TO BE
PROTECTED-IN-PLACE. NO CHANGES TO
THE PLANTING AND IRRIGATION IN THIS
AREA.
PLANTING AND IRRIGATION TO BE
PROTECTED-IN-PLACE.
EXISTING SLEEVES AND LATERALS IN
THIS AREA NEEDS TO BE
PROTECTED-IN-PLACE. NO CHANGES TO
THE PLANTING AND IRRIGATION IN THIS
AREA.
AFTER REWIRING OF VALVES,
RECONNECT IRRIGATION WIRES AS TO
MAKE THEM OPERATE IN THEIR ORIGINAL
STATE. RESTORE AND TEST IRRIGATION
OPERATION AS WITNESSED AND
ACCEPTED BY THE DISTRICT
REPRESENTATIVE AND/OR DESIGN TEAM.
Valve Size
#
#
#
IRRIGATION MISCELLANEOUS EQUIPMENT
120 VOLT
ELECTRICAL POWER
for CONTROLLER
PROVIDED BY ELECTRICIAN, FIELD VERIFY ACTUAL
LOCATION.E
IRRIGATION UTILITIES
IRRIGATION CONTROLLER
IRRIGATION PIPING
PIPE SIZE
DRIPLINE TUBING or 1/2" PVC0 - 5 GPM
ZONE FLOW
8.1 - 13 GPM
1 1/2" PVC
5 - 8 GPM 3/4" PVC
1 1/4" PVC13.1 - 22 GPM
22.1 - 30 GPM
1" PVC
VALVE KEY:DRIPLINE SUPPLY/EXHAUST LATERAL PIPE SIZING:
POC
EXISTING BACKFLOW, PROTECT-IN-PLACE
DOMESTIC SERVICE LINE by OTHERS.
NON-PRESSURE LATERAL SCH. 40 PVC PIPE. FOR SIZES 3/4" - 2" W/ PVC SCH. 40 FITTINGS - BURY
MIN. 12" BELOW GRADE (SIZE AS NOTED ON PLAN).AS APPROVED
PVC PIPE SCH. 40 SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED - EXTEND
18" BEYOND EDGE OF PAVING & PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED
BY OWNER'S AUTHORIZED REPRESENTATIVE.
S S
S S
AS APPROVED
AS APPROVED
NOTE:
PRESSURE RELIEF VALVES SHALL BE INSTALLED AT ALL IRRIGATION MAINLINE PIPING
"DEAD-ENDS" AND "RIGHT ANGEL" TURNS TO PREVENT WATER HAMMER DAMAGE TO PIPE AND
FITTINGS.
AS APPROVEDNO SYMBOL
DBR/Y-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE
CONNECTIONS
IRRIGATION 'CONTROL' WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED)
NO SYMBOL 3M
AS APPROVEDNO SYMBOL IRRIGATION 'COMMON' WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED)
AS APPROVEDNO SYMBOL IRRIGATION 'SPARE' WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED)
EXISTING
Valve Flow
(GPM)
EXISTING METER, PROTECT-IN-PLACEEXISTING
EXISTING EXISTING REMOTE CONTROL VALVE, PROTECT- IN-PLACE
M
EXISTING GATE VALVE, PROTECT-IN-PLACE
EXISTING QUICK COUPLER, PROTECT IN PLACE
EXISTING
EXISTING
COMMERICAL CONTROL ZONE KIT XCZ-PRB-100-COM
RAINBIRD
DRIP LINE LAYOUT NOTE: NOT ALL SUPPLY/EXHAUST LATERALS SHOWN ON PLAN for GRAPHIC
CLARITY - INSTALL LATERALS per MANUFACTURER'S SPECIFICATIONS and RECOMMENDATIONS TO
AVOID LOW PRESSURE THROUGH DRIPPERLINE and CONNECTIONS.*
RAINBIRD ARV050 AIR/VACCUUM RELIEF VALVE . INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE
BOX AT THE HIGH POINT OF EACH PLANTER, MIN. 1 ARV PER 500' OF DISTRIBUTION TUBING. USING
AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVE TO ALL DRIP LINE LATERALS WITHIN THE
ELEVATED AREA.
AFV- T INSTALL INSIDE 6" ROUND VALVE BOX, AT THE FAR END OF DRIP LINE LATERAL. INSTALL
MINIMUM OF ONE FLUSH VALVE PER MAXIMUM OF 800' OF TUBING. MULTIPLE FLUSH VALVES MAY
BE REQUIRED WITHIN DRIP LINE LAYOUT. ALWAYS INSTALL VALVES IN OPPOSITE DIRECTIONS OF
THE PVC/DRIP CONNECTION MANIFOLD.
RAINBIRD
SUBSURFACE IRRIGATION
EXISTING HYDROZONES TO BE PROTECTED-IN-PLACE
HYDROPOINT WEATHERTRAK ETPRO3 WALL MOUNT CONTROLLER.J
1806-SAM-PRS POP-UP W/ 1402 FLOOD BUBBLERS (2 PER TREE)RAINBIRD
USE NETAFIM FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND INLINE DRIP
TUBING.
TLHCVXR7-18 DRIPLINE TUBING. ALL TUBING SHALL BE INSTALLED ON GRADE W/ 9" WIRE
STAKES FOUR (4) FEET ON CENTER; VERIFY THE LAYOUT AND CENTER SPACING IN THE FIELD
PRIOR TO STARTING WORK. INSTALL ON GRADE DRIP IRRIGATION SYSTEM PER
MANUFACTURER'S SPECIFICATIONS.
NETAFIM
EXISTING PRESSURIZED IRRIGATION MAINLINE TO REMAIN. REROUTE TO NEW VALVE
LOCATIONS AS NECESSARY.
RAINBIRD
RAIN BIRD EFB-CP
MV
FS
WT-MV-200G-SNO, 2" MASTER VALVE
WT-FS-200-DI, 2" DATA INDUSTRIAL FLOW SENSOR
HYDROPOINT
HYDROPOINT
New Valve
Number
ALL PROPOSED MAINLINE,
LATERAL LINES, AND
EQUIPMENT ARE SHOWN AS A
GRAPHIC REFERENCE ONLY.
ACTUAL LOCATION TO BE
DETERMINED IN FIELD BY
CONTRACTOR.
12/12/2022
3-20-23
339
1 FINISH GRADE/TOP OF MULCH
2 RAIN BIRD 1806-SAM-PRS W/ 1402
FLOOD BUBBLERS (2 PER TREE)
3 PVC SCH 80 NIPPLE (LENGTH AS
REQUIRED)
4 PVC SCH 40 ELL
5 PVC SCH 40 STREET ELL
6 SCH 40 TEE OR ELL
7 PVC LATERAL PIPE
SCALE: 1 12" = 1'-0"
LEGEND
1
2
3
4
5 3 6 5 7
SECTION
WEATHERTRAK ET PRO3 SERIES CONTROLLER WITHIN VANDAL
RESISTANT POWDER
COATED COLD ROLLED STEEL WALL MOUNT ENCLOSURE
ASSEMBLY W/ KEY- LOCK. SEE SPECS FOR SIZE AND
FINISH.
#6 COPPER GROUND WIRE IN CONDUIT. CONNECT TO
BUILDING GROUND AS REQUIRED BY PER ASIC GUIDELINES.
1-1/2" PVC SCH. 40 CONTROL WIRE CONDUIT.
FINISH GRADE IN LANDSCAPE AREA.
1-1/2" PVC LONG SWEEP ELL AND CONDUIT . - SIZE AS
REQUIRED.
LOW VOLTAGE CONTROL WIRING FROM AUTOMATIC
CONTROLLER TO ELECTRIC CONTROL VALVES.
WALL SURFACE. ANCHOR CONTROLLER TO WALL PER
MANUFACTURER'S INSTRUCTIONS.
"J" BOX FOR 120 VOLT CONNECTION TO CONTROLLER
TRANSFORMER.
LOW PROFILE ANTENNA.
CONTROLLER TRANSFORMER.
RAIN SENSOR PER SPECS (WIRELESS SHOWN)
3/4" PVC SWEEP ELL AND CONDUIT FOR FLOW SENSOR
CABLE AND MASTER VALVE WIRES.
FLOW SENSOR CABLE AND MASTER VALVE WIRES PER
SPECIFICATIONS.
1
1
SCALE: 1 12" = 1'=0"
LEGEND
2
3
4
5
6
7
8
9
10
11
12
13
9
2
3
6
7
11
5
13
10
8
12
13
9
1
3
4
6
5X
DIAMETER
OF PIPE
10X DIAMETER
OF PIPE
FLOW
SCALE: 1 12" = 1'=0"
RAIN BIRD BRASS METER VALVE (S) 1
2
3
4 BRICK (1 0F 4)
6
5
10
4 3 4 3
10
16
2
7
5
8
9
36" LENGTH OF COILED WIRE TO
SATELLITE CONTROLLER MASTER
VALVE CIRCUIT
3.0" MIN. DEPTH OF 34" WASHED
GRAVEL
5 VALVE BOX WITH COVER
6 FINISH GRADE
HYDROPOINT WT-FS-200-DI FLOW SENSORS7
8 36" LENGTH OF COILED PE-CABLE TO
FLOW SENSING EQUIPMENT AT
CCU/SATELLITE CONTROLLER
ASSEMBLY
9 SPLICE AND FLOW SENSOR WIRING TO
CONTROLLER
10 COCENTRIC REDUCER
LEGENDVALVE BOX W/ LOCKING LID1
2
3
4
5
6
7
8
WATER PROOF WIRE CONNECTORS
CONTROLLER WIRES W/ 24" MIN. EXPANSION CURLS
3/8" WELDED WIRE MESH
FOUR (4) 4" X 8" BRICKS
SCALE: 1 12" = 1'=0"
24" min.
NOTE:
1. VALVE BOXES SHALL BE LOCATED IN PLANTING AREAS.
2. SPLICES SHALL ONLY BE MADE AT ELECTRICAL PULL BOXES.
3. LOW VOLTAGE WIRES UNDER ROADWAYS MUST BE IN CONTINUOUS CONDUIT WITH 90° SCH.
40 PVC SWEEPS TERMINATING IN PULL BOXES.
4. ALL WIRE CONNECTIONS SHALL BE MADE USING DBR/Y-6 CONNECTORS OR APPROVED
EQUAL.
5. VALVE BOX SHALL BE WRAPPED WITH MINIMUM 3 MIL. THICK PLASTIC AND SECURE IT USING
DUCT TAPE OR ELECTRICAL TAPE.
1
2
3
4
5
6
FOUR (4) 4" X 8"DIRECT BURIAL (LOW
VOLTAGE) IRRIGATION CONTROLLER
WIRES
PAVEMENT
FINISHED GRADE
7
8
LEGEND
SCALE: 1 12" = 1'=0"
WIRE, COILED
ID TAG: RAIN BIRD VID SERIES
VALVE BOX WITH COVER:
WATERPROOF CONNECTION RAIN BIRD SPLICE-1 (1 OF 2)
FINISH GRADE/TOP OF MULCH
PVC SCH 40 ELL
PVC SCH 80 NIPPLE (CLOSE)
PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)
PVC MAINLINE PIPE
PVC SCH 40 TEE OR ELL
BRICK (1 OF 4)
30-INCH LINEAR LENGTH OF
RAIN BIRD VB-STD
PVC SCH 40 MALE ADAPTER
PVC LATERAL PIPE
1
6
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
7
8
9
10
111213141516
1
2
3
LEGEND:
SCH 80 NIPPLE (2-INCHLENGTH, HIDDEN) ANDSCH 40 ELL
3.0-INCH MINIMUM DEPTH OF3/4-INCH WASHED GRAVEL
REMOTE CONTROL VALVE: RAIN
BIRD EFB-XC
FINISHED SURFACE OR VEHICULAR PARKING1
2
3
4
5
6
7
11
COMPACT BACKFILL
SUBGRADE
PRESSURE MAINLINE PIPE
TWO-WIRE CABLE SLEEVE - MIN. 2"
LATERAL PIPE IN SLEEVE
SCALE: 1 12" = 1'=0"
MA
I
N
L
I
N
E
P
I
P
E
SE
E
B
E
L
O
W
LA
T
E
R
A
L
SE
E
B
E
L
O
W
6"
2"
2"
6"
PIPE TYPE LOCATION SIZE DEPTH
PRESSUREMAINLINE
NON-PRESSURELATERAL LINE
LANDSCAPE
VEHICULARPAVING
LANDSCAPE
VEHICULARPAVING
< 3'
3' +
< 3'
3' +
< 3'
3' +
< 3'
3' +
24"
36"
30"
36"
12"
18"
24"
30"
ANY IRRIGATION SLEEVES OR PIPES ADJACENT TO
BUILDING FOUNDATION, PLEASE REFERENCE
STRUCTURAL PLANS.
ADDITIONAL TRENCHING NOTES:
NOTES:
1. ALL SLEEVES TO BE TWICE THE DIAMETER OF THE
CARRIER PIPE.
2. NON- DOMESTIC WATER PIPE SLEEVES SHALL BE
IDENTIFIED PER WATER DISTRICT STANDARDS.
3. ALL SLEEVES SHALL EXTENDED A MINIMUM OF 12".
1
DEBRIS AND ROCK FREE BACKFILL
(OR SAND)
2
3 4 5
6
7
LEGEND
SCALE: 1 12" = 1'=0"
FINISH GRADE/TOP OF MULCH 1
VALVE BOX W/ COVER: RAINBIRD VB-STD2
30" LINEAR LENGTH OF WIRE, COILED3
4
LEGEND
WATERPROOF CONNECTION"
RAINBIRD DB SERIES
5 1" BALL VALVE (INCLUDED IN
XCZ-PRB-100-COM KIT)
6 ID TAG
7 REMOTE CONTROL VALVE: RAIN BIRD
PESB (INCLUDED IN XCZ-PRB-100-COM
KIT)
8 PRESURE REGULATING QUICK CHECK
BASKET FILTER: RAIN BIRD
PSB-QKCHK-1OO INCLUDED IN
XCZ-PRB-100-COM KIT)
PVC SCH 40 FEMALE ADAPTOR9
LATERAL PIPE10
PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)11
PVC SCH 40 ELL.12
PVC SCH 80 NIPPLE (2" LENGTH HIDDEN) AND
PVC SCH 40 ELL.
13
PVC SCH 40 TEE OR ELL.14
MAINLINE PIPE15
3" MIN. DEPTH OF 34" WASHED GRAVEL16
PVC SCH. 80 NIPPLE, CLOSE (INCLUDED IN
XCZ-PRB-100-COM-KIT)
17
13
14 16
15
10
98
11
12
11
1 2 4 7
3
5
6
SCALE: 1 12" = 1'=0"
1 FINISH GRADE
2 AIR/VACUUM RELIEF VALVE
2
1
3
3 6" ROUND VALVE BOX
4
4 1/2" PVC COUPLING (TXT)
5 1/2" SCH 80 RISER (LENGTH AS
REQUIRED)
6 BRICK SUPPORTS (THREE)
7 3/4" GRAVEL SUMP (1 CUBIC FOOT)
5
6
7
8
8 PVC PIPE AND FITTINGS
LEGEND PLD FITTING
LEGEND
SCALE: 1 12" = 1'=0"
1
2
PLD-TEE
PLD-ELB
PLD-CPL
PLD-CAP
PLD-BV
PROFESSIONAL LANDSCAPE DRIPLINE
1
2
1
2
2 1
1 2 1 2
1
2
LEGEND:
RAINBIRD DRIPLINE PER PLAN
3
6
RISER - LENGTH AS REQUIRED
PLD OR PLD-LOC FITTING
FINISHED GRADE
5
MULCH (AS SPECIFIED)
7
SOIL
8 PVC SUPPLY HEADER - SIZE PER PLAN
DEPTH PER PLAN
4
1
2
3
4
5
6
7
8
PLD OR PLD-LOC FITTING
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
DESCRIPTION DATE
As indicated
03-15-2023
E
H
RP
F
A B
S
K M DRIPLINE- PLANTER BED
J
FLOW SENSOR
Q T -
L5.401
LANDSCAPE
IRRIGATION
DETAILS
WALL MOUNT CONTROLLER C
REMOTE CONTROL VALVE G AIR RELIEF VALVE I
DRIPLINE - IRREGULAR PLANTING
HARDSCAPE
AS SPECIFIED
APPROX. 4" (10.1
CM)
HARDSCAPE
LEGEND:
RAINBIRD DRIPLINE PER PLAN
ECO-INDICATOR ON SWING ARM
AIR RELIEF VALVE IN VALVE BOX
PLD OR PLD-LOCK FITTING (TYP.)
DRIP CONTROL ZONE KIT PER PLAN
FLUSH POINT (PLD-BV) IN
SUBTERRANEANBOX PER PLAN
NOTES:
AIR RELIEF VALVE (PLD-AVR) INSTALLED IN
VALVE BOX AT OPTIMAL HIGHEST POINT FROM
CONTROL ZONE KIT. MULTIPLE AIR RELIEF VALVES
MAY BE NEEDED TO ACCOMMODATE DIFFERENCES IN
GRADE.
ECO-INDICATOR TO BE INSTALLED AT OPTIMAL FURTHEST
POINT FROM CONTROL ZONE KIT IN CLEAR VIEW WHEN
POPPED UP.
FLUSH POINT TO BE INSTALLED AT OPTIMAL FURTHEST
POINT FROM CONTROL ZONE KIT TO ALLOW FOR
MAXIMUM
DEBRIS FLUSH IN SYSTEM.
AS
S
P
E
C
I
F
I
E
D
1
2
3
4
5
6
5
2
3
4
5
6
AS SPECIFIED
AS
S
P
E
C
I
F
I
E
D
1
5
4
2
3
6
7
8
SCALE: 1 12" = 1'=0"
NOTES
AIR RELIEF VALVE (PLD-AVR) INSTALLED IN VALVE BOX AT OPTIMAL HIGHEST
POINT FROM CONTROL ZONE KIT. MULTIPLE AIR RELIEF VALVES MAY BE
NEEDED TO ACCOMMODATE DIFFERENCES IN GRADE. ECO-INDICATOR TO
BE INSTALLED AT OPTIMAL FURTHEST POINT FROM CONTROL ZONE KIT IN
CLEAR VIEW WHEN POPPED UP. FLUSH POINT TO BE INSTALLED AT OPTIMAL
FURTHEST POINT FROM CONTROL ZONE KIT TO ALLOW FOR MAXIMUM
DEBRIS FLUSH IN SYSTEM.
RAINBIRD DRIPLINE PER PLAN1
2
3
4
5
ECO-INDICATOR ON SWING ARM
PLD OR PLD-LOC FITTINGS TYP.
AIR RELIEF VALVE IN VALVE BOX
RAINBIRD DRIPLINE TUBING EXHAUST HEADER
6
8 DRIP CONTROL ZONE PER KIT
LEGEND
FLUSH POINT (PLD-BV) IN
SUBTERRANEAN BOX PER PLAN
5 RAINBIRD DRIPLINE TUBING EXHAUST HEADER
---
-
1
2
3
4
5
NOTES:
AIR RELIEF VALVE TO BE INSTALLED AT OPTIMAL HIGHEST POINT FROM
CONTROL ZONE KIT. MULTIPLE AIR RELIEF VALVES MAY BE NEEDED TO
ACCOMMODATE DIFFERENCES IN GRADE.
6
7
RAINBIRD AIR RELIEF VALVE ARV0501
2
3
4
5
FINISH GRADE
PVC FITTING
PVC RISER
FILTER FABRIC
6 PVC LATERAL PIPE
7 BRICK
SCALE: 1 12" = 1'=0"
LEGEND
1
2
LEGEND:
RAINBIRD DRIPLINE PER PLAN
3 FINISHED GRADE
6
HDL RISER - LENGTH AS REQUIRED
PLD OR PLD-LOC FITTING
5
MULCH (AS SPECIFIED)
7
SOIL
8 PVC SUPPLY HEADER - SIZE PER PLAN
DEPTH PER PLAN
4
1
2
3
4
5
6
7
8
PLD OR PLD-LOC FITTING
FLUSH VALVE
SPLICE AND PULL BOX
PVC-POLY FITTING
DRIPLINE FITTINGS
TRENCHING DRIP - CONTROL KIT
TREE BUBBLER
D -
12/12/2022
3-20-23
340
TREE LEGEND
QTY.SYM.
NOTES:
- ALL TREES TO BE PROTECTED-IN-PLACE UNLESS OTHERWISE NOTED.
DESCRIPTIONSYM.
10
28
PODOCARPUS ELONGATUS 'MONMAL'
14
BOTANICAL NAME WUCOLSCOMMON NAMESYM.QUANTITY
SHRUB AND GROUNDCOVER LEGEND
CD GRAY SEDGECAREX DIVULSA
MUHLENBERGIA CAPILLARIS PINK MUHLYMC
(USDA ZONE 9b)(SUNSET 14)
LOW
LOW
LOW
TREE TO BE PROTECTED-IN-PLACE
TREE TO BE REMOVED
- TREE STUMP AND ROOTS TO ALSO BE REMOVED IN FULL.
APPROX. 6,710 SQ. FT. OF EXISTING TURF AREA (TO-BE-PROTECTED IN-PLACE).
BOTANICAL NAME COMMON NAME SIZE WUCOLS
ICEE BLUE YELLOWOOD 15G MODERATE
N/A N/A N/A
N/AN/AN/A
ALOE SPP.ALOE 1G
SIZE
A
LIRIOPE MUSCARI LIRIOPE
1G
1G
5G
10
292
69
29
LM MODERATE
DB DIETES BICOLOR FORTNIGHT LILY 1G 161 LOW
APPROX. 3,762 SQ. FT. OF EXISTING LANDSCAPE AREA (TO-BE-PROTECTED IN-PLACE).
-REFER TO SPECIFICATION 31 11 00 FOR CLEARING AND GRUBBING.
-BARK MULCH TO BE ADDED. REFER TO SPECIFICATION 32 93 00 FOR FURTHER DETAILS.
GENERAL PLANTING NOTES
1. REFER TO THE WRITTEN SPECIFICATION.
2. ALL BOXED TREES WILL BE SELECTED AND TAGGED BY THE LANDSCAPE DESIGNER. CONTACT LANDSCAPE
DESIGNER FOR NAME OF WHOLESALE NURSERY.
3. ANY TREE INDICATED ON A PLAN SHOULD BE CONSIDERED DIAGRAMMATIC. ALL LOCAL JURISDICTION STANDARDS
AND SPECIFICATIONS SHOULD BE REVIEWED PRIOR TO PLANTING.
4. THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUALITY AND QUANTITIES PRIOR TO INSTALLATION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON
ARRIVAL TO THE SITE. ALL TREES, SHRUBS, VINES AND GROUNDCOVERS SHALL BE SPOTTED UNDER THE
DIRECTION OF THE LANDSCAPE DESIGNER AND BUILDER REPRESENTATIVE.
5. CONTRACTOR IS TO SPOT ALL PLANT MATERIAL AND HAVE THE LANDSCAPE DESIGNER APPROVE LOCATION PRIOR
TO EXCAVATION OF ANY PLANT PIT. ALLOW 48 HOURS LEAD TIME. ANY TREE, SHRUB OR VINE THAT IS PLANTED
WITHOUT APPROVAL OF THE LANDSCAPE DESIGNER MAY BE MOVED AT THE CONTRACTOR'S EXPENSE. CONTACT:
JONATHAN STALVEY - 949.872.3074
6. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE CORRECT HEIGHT OF ROOT BALL ABOVE GRADE.
7. ADJUST TREE LOCATIONS IF THERE IS A CONFLICT WITH SUBSURFACE DRAIN LINES OR STORM DRAINS.
8. ALL SPECIMEN TREES ARE TO BE FINE PRUNED AFTER PLANTING, UNDER SUPERVISION OF LANDSCAPE
ARCHITECT.
9. THIRTY (30) DAYS AFTER INSTALLATION, ALL LANDSCAPE AREAS SHALL BE FERTILIZED WITH A COMMERCIAL GRADE
FERTILIZER OF 16-6-8 OR APPROVED EQUAL, APPLIED PER MANUFACTURER'S RECOMMENDATIONS AND
SPECIFICATIONS. FERTILIZER APPLICATION SHALL BE CONTINUOUS THEREAFTER AT MONTHLY INTERVALS.
10. DURING THE LAST 30 DAYS OF MAINTENANCE, THE BUILDER IS RESPONSIBLE FOR OBTAINING AS-BUILTS,
CONTROLLER CHARTS AND WATER SCHEDULES FROM THE LANDSCAPE CONTRACTOR. THREE (3) COPIES ARE TO
BE SUBMITTED TO THE MASTER OR SUB ASSOCIATION AND MAINTENANCE CONTRACTOR.
11. INSTALL 12" DIAMETER MINIMUM MULCH RING AROUND THE BASE OF TREES PLANTED WITHIN TURF AREAS.
12. CONTRACTOR SHALL COVER ALL PLANTING AREAS WITH A 3" LAYER OF 'FOREST FLOOR' BARK MULCH , AVAILABLE
AT PEACH HILLS SOILS OR EQUAL.
13. ALL LANDSCAPE AREAS SHALL SHEET FLOW @ 2% MINIMUM OR DRAIN TO AREA. DRAINS @ 1% MINIMUM PER CIVIL
ENGINEERING PLANS.
14. ALL TREES THAT ARE CLOSER THAN FIVE FEET (5') TO HARDSCAPE ELEMENTS SHALL BE PLANTED WITH AN OWNER
AND AGENCY APPROVED LINEAR ROOT BARRIER.
15. SUBMIT MULCH SAMPLE WITH HORTICULTURAL SOILS REPORT PRIOR TO DELIVERY.
16. ( ) TYP. FLOWLINE/DIRECTION OF DRAINAGE @ 1% MIN. SEE CIVIL ENG. PLANS.
SOIL AMENDMENT NOTES
1. THIS NOTE IS FOR 'BID PURPOSE ONLY'. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AN AGRONOMIC
SOILS REPORT AND SOIL AMENDMENT RECOMMENDATIONS PER SOILS REPORT.
2. IF SURFACE SOIL COMPACTION HAS OCCURRED, TO EXTENT POSSIBLE, ALL AREAS TO BE LANDSCAPED SHOULD BE
CROSS RIPPED OR OTHERWISE TILLED TO A DEPTH OF 9-I2 INCHES.
3. FOR TURF AND GROUNDCOVER PLANTING, THE FOLLOWING AMENDMENTS SHOULD BE UNIFORMLY BROADCAST
AND THOROUGHLY INCORPORATED TO A 6" DEPTH BY MEANS OF ROTOTILLER OR EQUAL:
6 CUBIC YARDS OF STABILIZED NITROGEN ORGANIC AMENDMENT DERIVED FROM REDWOOD, FIR, OR
CEDAR SAWDUST
15 POUNDS 12-12-12 COMMERCIAL FERTILIZER
10 POUNDS SOIL SULFUR
4. SINCE SOIL SULFUR IS INCLUDED IN THE PRE-PLANT PROGRAM, CARE SHOULD BE TAKEN IN ORDER TO INSURE
THAT THAT ALL AMENDMENTS ARE THOROUGHLY INCORPORATED TO THE DEPTH SPECIFIED. THE BACKFILL MIX
FOR USE AROUND THE ROOTBALL OF CONTAINER-GROWN TREES AND SHRUBS SHOULD BE PREPARED AS
FOLLOWS:
6 PARTS BY VOLUME ON-SITE SOIL
4 PARTS BY VOLUME STABILIZED NITROGEN ORGANIC AMENDMENT
1 POUND 12-12-12 PER CUBIC YARD OF MIX
2 POUNDS IRON SULFATE PER CUBIC YARD OF MIX
5. THE ABOVE MATERIALS SHOULD BE THOROUGHLY BLENDED PRIOR TO USE FOR BACKFILL PURPOSES. THE IRON
SULFATE SHOULD NOT BE IN CONTACT WITH CEMENT SURFACES AT ANY TIME, OR SEVERE STAINING WILL OCCUR.
ROOT BARRIER NOTE
BARRIER LENGTH SHALL BE MINIMUM 5'-0" EACH WAY FROM THE
CENTER OF TREE TRUNK ALONG HARDSCAPE. ALL TREES SHALL BE
PLANTED WITH 18" LINEAR ROLL ROOT BARRIER. (SEE DETAIL F,
SHEET L.6.401)
LANDSCAPE IRRIGATION AUDITOR NOTES
1. REFER TO THE WRITTEN SPECIFICATION.
2. ALL BOXED TREES WILL BE SELECTED AND TAGGED BY THE LANDSCAPE DESIGNER. CONTACT LANDSCAPE
DESIGNER FOR NAME OF WHOLESALE NURSERY.
3. ANY TREE INDICATED ON A PLAN SHOULD BE CONSIDERED DIAGRAMMATIC. ALL LOCAL JURISDICTION STANDARDS
AND SPECIFICATIONS SHOULD BE REVIEWED PRIOR TO PLANTING.
4. THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUALITY AND QUANTITIES PRIOR TO INSTALLATION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON
ARRIVAL TO THE SITE. ALL TREES, SHRUBS, VINES AND GROUNDCOVERS SHALL BE SPOTTED UNDER THE
DIRECTION OF THE LANDSCAPE DESIGNER AND BUILDER REPRESENTATIVE.
5. CONTRACTOR IS TO SPOT ALL PLANT MATERIAL AND HAVE THE LANDSCAPE DESIGNER APPROVE LOCATION PRIOR
TO EXCAVATION OF ANY PLANT PIT. ALLOW 48 HOURS LEAD TIME. ANY TREE, SHRUB OR VINE THAT IS PLANTED
WITHOUT APPROVAL OF THE LANDSCAPE DESIGNER MAY BE MOVED AT THE CONTRACTOR'S EXPENSE. CONTACT:
JONATHAN STALVEY - 949.872.3074
6. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE CORRECT HEIGHT OF ROOT BALL ABOVE GRADE.
7. ADJUST TREE LOCATIONS IF THERE IS A CONFLICT WITH SUBSURFACE DRAIN LINES OR STORM DRAINS.
8. ALL SPECIMEN TREES ARE TO BE FINE PRUNED AFTER PLANTING, UNDER SUPERVISION OF LANDSCAPE
ARCHITECT.
9. THIRTY (30) DAYS AFTER INSTALLATION, ALL LANDSCAPE AREAS SHALL BE FERTILIZED WITH A COMMERCIAL GRADE
FERTILIZER OF 16-6-8 OR APPROVED EQUAL, APPLIED PER MANUFACTURER'S RECOMMENDATIONS AND
SPECIFICATIONS. FERTILIZER APPLICATION SHALL BE CONTINUOUS THEREAFTER AT MONTHLY INTERVALS.
10. DURING THE LAST 30 DAYS OF MAINTENANCE, THE BUILDER IS RESPONSIBLE FOR OBTAINING AS-BUILTS,
CONTROLLER CHARTS AND WATER SCHEDULES FROM THE LANDSCAPE CONTRACTOR. THREE (3) COPIES ARE TO
BE SUBMITTED TO THE MASTER OR SUB ASSOCIATION AND MAINTENANCE CONTRACTOR.
11. INSTALL 12" DIAMETER MINIMUM MULCH RING AROUND THE BASE OF TREES PLANTED WITHIN TURF AREAS.
12. CONTRACTOR SHALL COVER ALL PLANTING AREAS WITH A 3" LAYER OF SHREDDED BARK MULCH.
13. ALL LANDSCAPE AREAS SHALL SHEET FLOW @ 2% MINIMUM OR DRAIN TO AREA. DRAINS @ 1% MINIMUM PER CIVIL
ENGINEERING PLANS.
14. ALL TREES THAT ARE CLOSER THAN FIVE FEET (5') TO HARDSCAPE ELEMENTS SHALL BE PLANTED WITH AN OWNER
AND AGENCY APPROVED LINEAR ROOT BARRIER.
15. SUBMIT MULCH SAMPLE WITH HORTICULTURAL SOILS REPORT PRIOR TO DELIVERY.
16. ( ) TYP. FLOWLINE/DIRECTION OF DRAINAGE @ 1% MIN. SEE CIVIL ENG. PLANS.
CLEARING NOTES
1. BEFORE ANY CONSTRUCTION OPERATIONS ARE INITIATED, THE INDIVIDUAL TREES TO BE PROTECTED SHALL BE
CLEARLY TAGGED. THE ZONES BENEATH THE TREE CANOPY SHALL BE PROTECTED. SHRUBS AND GROUND COVER
PLANTS THAT ARE SHOWN FOR REMOVAL SHALL BE REMOVED COMPLETELY. ALL ROOTS THAT ARE OVER
ONE-HALF INCH IN DIAMETER SHALL BE GRUBBED AND REMOVED TO 18" BELOW GRADE. ALL ROOTS WITHIN THE
TOP 6" OF SOIL SURFACE SHALL BE REMOVED. DO NOT DISTURB ROOTS OF TREES SHOWN TO REMAIN.
2. EXPOSED ROOTS OF EXISTING TREES TO REMAIN THAT ARE OVER 1-INCH IN DIAMETER SHALL BE INSPECTED BY A
DISTRICT APPROVED ARBORIST TO DETERMINE IF CUTTING IS RECOMMENDED. ANY SUCH INDICATED ROOTS SHALL
BE CUT CLEANLY WITH SHARP PRUNING TOOLS AND NOT BE RIPPED, TORN, OR CRUSHED.
3. CONTRACTOR TO MARK ALL TREES FOR REMOVAL. DISTRICT TO INSPECT AN=D APPROVE MARKED TREES PRIOR
TO DEMOLITION.
T.M.
DIAL TOLL FREE1-800-227-2600
BEFORE YOU DIGAT LEAST TWO DAYS
UNDERGROUND SEVICE ALERT OF SOUTHERN CALIFORNIA
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
DESCRIPTION DATE
As indicated
03-15-2023
L6.001
LANDSCAPE
PLANTING
NOTES
12/12/2022
3-20-23
341
COMPACT
UP
UP
UP
COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT
CDCD
CD
CD
CD
CD
CD
CD
CD
CD
CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD
CD
MC MC MC
CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD
CD CD CD CD CD CD CD CD CD CD CD CD CD CDCD
DB
DB
DB
DB DB DB DB DB DB DB
DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB
DB DB DB DB DB
DB DB DB
MCMC
CD
CD
CDCD
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
LM LM LM LM LM LM LM LM LM LM LM LM LM LM LM
LM
LM
LM
LM
LM
LM
DB DB
DB
DB
DB
LM LM LM LM LM LMLM
LM
LM
LM
MCCD
0 feet16
SCALE: 1/8" = 1'-0"
8 24
NORTH
L6.101
LANDSCAPE
PLANTING
PLAN
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
DESCRIPTION DATE
As indicated
03-15-2023
DIAL TOLL FREE1-800-227-2600
BEFORE YOU DIGAT LEAST TWO DAYS
UNDERGROUND SEVICE ALERT OF SOUTHERN CALIFORNIA
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
L
.
6
.
1
0
2
TREE LEGEND
QTY.SYM.
NOTES:
- ALL TREES TO BE PROTECTED-IN-PLACE UNLESS OTHERWISE NOTED.
DESCRIPTIONSYM.
10
28
PODOCARPUS ELONGATUS 'MONMAL'
14
BOTANICAL NAME WUCOLSCOMMON NAMESYM.QUANTITY
SHRUB AND GROUNDCOVER LEGEND
CD GRAY SEDGECAREX DIVULSA
MUHLENBERGIA CAPILLARIS PINK MUHLYMC
(USDA ZONE 9b)(SUNSET 14)
LOW
LOW
LOW
TREE TO BE PROTECTED-IN-PLACE
TREE TO BE REMOVED
- TREE STUMP AND ROOTS TO ALSO BE REMOVED IN FULL.
APPROX. 6,710 SQ. FT. OF EXISTING TURF AREA (TO-BE-PROTECTED IN-PLACE).
BOTANICAL NAME COMMON NAME SIZE WUCOLS
ICEE BLUE YELLOWOOD 15G MODERATE
N/A N/A N/A
N/AN/AN/A
ALOE SPP.ALOE 1G
SIZE
A
LIRIOPE MUSCARI LIRIOPE
1G
1G
5G
10
292
69
29
LM MODERATE
DB DIETES BICOLOR FORTNIGHT LILY 1G 161 LOW
APPROX. 3,762 SQ. FT. OF EXISTING LANDSCAPE AREA (TO-BE-PROTECTED IN-PLACE).
-REFER TO SPECIFICATION 31 11 00 FOR CLEARING AND GRUBBING.
-BARK MULCH TO BE ADDED. REFER TO SPECIFICATION 32 93 00 FOR FURTHER DETAILS.
12/12/2022
3-20-23
342
0 feet16
SCALE: 1/8" = 1'-0"
8 24
NORTH
VA
N
M M M
COMPACT COMPACT COMPACT
DB
DB
DB
DB
DB
DB DB DB DB DB DB DB DB DB DB DB DB
MC MC MC MC MC
MC
MC
MC
MC
MC
MC
CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD
CD
CD
CD
CD
CD CD CD CD CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD CD CD CD CD CD CD
CD
CD
CD
CD
CD
CD
CD
MC
CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD
CD
CD
CD
CD
CD CD CD
CD
CD CD
MCMC
CD
CD
CD
CD
CD
CD
CD
CDCD
CD
CD
A A A A A
AAACDCD
A A
DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
MC MC
MC
MC
MC
MC
MC
MC
MC
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
LM LM LM LM LM LM LM LM LM LM LM LM LM LM LM LM LM LM LM LM LM
DB
DB
DB
LM
LM
DBLMLMLMLMLMLMLMLMLMLMLMLMLMLMLMLMLM
LM
LM
LM
LM
LM
LM
LM
MC CDCD
MC
L6.102
LANDSCAPE
PLANTING
PLAN
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
DESCRIPTION DATE
As indicated
03-15-2023
DIAL TOLL FREE1-800-227-2600
BEFORE YOU DIGAT LEAST TWO DAYS
UNDERGROUND SEVICE ALERT OF SOUTHERN CALIFORNIA
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
L
.
6
.
1
0
1
TREE LEGEND
QTY.SYM.
NOTES:
- ALL TREES TO BE PROTECTED-IN-PLACE UNLESS OTHERWISE NOTED.
DESCRIPTIONSYM.
10
28
PODOCARPUS ELONGATUS 'MONMAL'
14
BOTANICAL NAME WUCOLSCOMMON NAMESYM.QUANTITY
SHRUB AND GROUNDCOVER LEGEND
CD GRAY SEDGECAREX DIVULSA
MUHLENBERGIA CAPILLARIS PINK MUHLYMC
(USDA ZONE 9b)(SUNSET 14)
LOW
LOW
LOW
TREE TO BE PROTECTED-IN-PLACE
TREE TO BE REMOVED
- TREE STUMP AND ROOTS TO ALSO BE REMOVED IN FULL.
APPROX. 6,710 SQ. FT. OF EXISTING TURF AREA (TO-BE-PROTECTED IN-PLACE).
BOTANICAL NAME COMMON NAME SIZE WUCOLS
ICEE BLUE YELLOWOOD 15G MODERATE
N/A N/A N/A
N/AN/AN/A
ALOE SPP.ALOE 1G
SIZE
A
LIRIOPE MUSCARI LIRIOPE
1G
1G
5G
10
292
69
29
LM MODERATE
DB DIETES BICOLOR FORTNIGHT LILY 1G 161 LOW
APPROX. 3,762 SQ. FT. OF EXISTING LANDSCAPE AREA (TO-BE-PROTECTED IN-PLACE).
-REFER TO SPECIFICATION 31 11 00 FOR CLEARING AND GRUBBING.
-BARK MULCH TO BE ADDED. REFER TO SPECIFICATION 32 93 00 FOR FURTHER DETAILS.
12/12/2022
3-20-23
343
1
2
FINISHED GRADE AT SOD AREAS
1 12"
34"
FINISHED GRADE AT MULCHED AREAS
3" DEPTH
TAPER VARIES 2'-5'
NOTES
1. TAPER MULCH DOWN TO 2" AT EDGES OF PLANTING
AREA (ADJACENT TO PAVING OR CURB) FOR A FLUSH
TRANSITION TO PAVING. REFER TO SHRUB PLANTING
DETAIL FOR MULCH APPLICATION.
2. DEPTH OF SOD SOIL VARIES, SOD SOIL ROOT ZONE
LAYER ASSUMED AT 34".
SCALE: 34" = 1'-0"
2" DEPTH
LEGEND
SOD SOIL LAYER.
FINISH GRADE (FG) 2 14" BELOW FS PRIOR
TO PALCEMENT OF SOD TURF
FINISHED SURFACE
3" MULCH LAYER
FINISHED GRADE (FG) 2" BELOW FINISH
SURFACE
1
2
3
4
5
3
4
5 3
GENERAL CARE NOTES:
1 DO NOT STORE LIQUIDS,
CONSTRUCTION MATERIALS, OR
VEHICLES AND EQUIPMENT WITHIN
FENCED AREA.
2 APPLY WATER AS NECESSARY TO
MAINTAIN IN HEALTHY GROWING
CONDITION.
3 DO NOT POUR OR RINSE PAINTS
OR TOXIC LIQUIDS WITHIN
DRIPLINE OF TREE.
SECTIONN.T.S.
1
2
3
4
5
6
DR
I
P
L
I
N
E
DR
I
P
L
I
N
E
LEGEND
IF BUILDING OR STRUCTURE WALL -
PROVIDE SURFACE DRAINAGE OF LOW
POINTS TO PREVENT STAGNANT
SATURATED SOIL.
PRUNING MAY BE NECESSARY TO
FACILITATE REMOVAL OF DEAD WOOD,
CONFLICT WITH STRUCTURE, OR TO
REDUCE STRESS. PRUNING SHALL BE
SUBJECT TO APPROVAL AND
DIRECTION OF OWNER
REPRESENTATIVE.
FENCE THE PERIMETER OF DRIPLINE
WITH CONTINUOUS 5' TALL
FLUORESCENT SAFETY MESH FENCING.
WHEN TRENCHING AND EXCAVATING
WITHIN SITE OF TREE:
A. CUT AS FEW ROOTS AS POSSIBLE
AND CUT THEM CLEAN.
B. PAINT CUT ROOTS WITH APPROVED
DRESSING.
C. BACKFILL AS SOON AS
POSSIBLE TO AVOID ROOTS DYING.
D. COVER EXPOSED ROOTS WITH
BURLAP AND KEEP ROOTS MOIST.
MAINTAIN ORIGINAL GRADE OF SOIL
BORE UTILITY LINES WITHIN DRIPLINE
OF TREE.
1
2
3
4
5
6
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2022.
SCALE:
REVISIONS:
6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
T 949.809.3380 WWW.SVA-ARCHITECTS.COM
DATE ISSUED:
PROJECT NO:2022-40110
CI
T
Y
O
F
M
O
O
R
P
A
R
K
NE
W
C
I
T
Y
H
A
L
L
32
3
S
C
I
E
N
C
E
D
R
I
V
E
,
M
O
O
R
P
A
R
K
C
A
L
I
F
O
R
N
I
A
DESCRIPTION DATE
As indicated
03-15-2023
E
H
RP
F
A C
S
K M N
B
J FINISHED GRADE AT MULCH AND SOD AREAS
L O
Q T
48" BOX AND SMALLER
N.T.S.
SECTION
PREVAILING
WIND
STANDARD TREE STAKING
LEGEND
TREE TRUNK
2" DIA. x 12' LONG MIN. LODGE POLE PINE STAKES: ONE STAKE
FOR 5 GAL.,TWO STAKES FOR 15 GAL. AND LARGER TREES. (2)
TWO - 3" DIA. STAKES FOR 36" BOX AND LARGER.
EZ CINCH TREE TIE. LOOP CINCH TIE AROUND TREE BRANCH,
TWIST TIE, THEN LOOP AROUND STAKE & DRIVE NAIL
THROUGH THE TIE AT THE BACK OF STAKE. PROVIDE TWO
TIES FOR 5 GAL. & 3 TIES FOR 15 GAL. & LARGER TREES PER
MANUFACTURERS DIRECTION.
5 GAL. & 15 GAL., 1" ABOVE GRADE. 24" BOX & LARGER, 3"
ABOVE GRADE. TAPER ROOTBALL TO GRADE.
4" HIGH WATER RETENSION BASIN. FORM FROM PLANT PIT
EXCAVATION. MAY BE RAKED OUT PRIOR TO OTHER WORK AS
DIRECTED BY LANDSCAPE ARCHITECT.
FINISHED GRADE
FERTILIZER TABLETS PER PLANTING NOTES.
PREPARED BACKFILL PER PLANTING NOTES.
6" ZONE OF OVER EXACAVATED & RECOMPACTED NATIVE
SOIL.
SEE TREE ROOTBALL DRAINAGE AND AERATION DETAIL FOR
24" BOX OR LARGER UNLESS NOTED OTHERWISE.
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
2X
ROOTBALL
DIAMETER
DE
P
T
H
RO
O
T
B
A
L
L
6"
NOTES:
1. PLANT PIT TO BE 2" LESS THAN
ROOTBALL DEPTH, ROOT CROWN
TO SIT AT 2" ABOVE GRADE.
2. SCARIFY SIDES OF PLANT PIT.
3.FLOOD PLANT PIT TO TEST
PERCOLATION/ ABSORPTION OF
WATER PRIOR TO INSTALLING THE
DRAIN OR TREE. NOTIFY THE
LAND. ARCH IF STANDING WATER
IS PRESENT AFTER 12 HRS.
4.ALL PLANT MATERIAL SHALL HAVE
2" TO 4" LAYER OF NITROLIZED
WOOD CHIP MULCH, TYP. PLACED
IN WATER RETENTION BASIN.
5.LIBERALLY DUST SIDES AND
BOTTOM OF PITS W/ FINELY
GROUND AGRICULTURAL GYPSUM.
SHRUB AND VINE PLANTING
LEGEND
ROOTBALL CROWN SHALL BE 1"
ABOVE FINISH GRADE AVOID
PLANTING SHRUBS DIRECTLY IN
FRONT OF IRRIGATION SPRAY
HEADS PROVIDE CLEARANCE
WHEN POSSIBLE,
3" HIGH WATER RETENSION BASIN.
FORM FROM PLANT PIT
EXCAVATION. MAY BE RAKED OUT
PRIOR TO OTHER WORK AS
DIRECTED BY LANDSCAPE
ARCHITECT.
FINISH GRADE.
FERTILIZER TABLETS PER
PLANTING NOTES.
PREPARED BACKFILL PER
PLANTING NOTES.
1
2
3
4
5
1
2
3
4
5
2X ROOTBALL
DIAMTER
DE
P
T
H
RO
O
T
B
A
L
L
6"
SECTIONN.T.S.
NOTES:
1.PLANT PIT TO BE 2" LESS THAN
ROOTBALL DEPTH, ROOT CROWN
TO SIT AT 2" ABOVE GRADE.
2.SCARIFY SIDES OF PLANT PIT.
3.FLOOD PLANT PIT TO TEST
PERCOLATION/ ABSORPTION OF
WATER PRIOR TO INSTALLING THE
DRAIN OR TREE. NOTIFY THE
LAND. ARCH IF STANDING WATER
IS PRESENT AFTER 12 HRS.
4. ALL PLANT MATERIAL SHALL HAVE
2" TO 4" LAYER OF NITROLIZED
WOOD CHIP MULCH, TYP. PLACED
IN WATER RETENTION BASIN.
5.LIBERALLY DUST SIDES AND
BOTTOM OF PITS W/ FINELY
GROUND AGRICULTURAL GYPSUM.
TREE ROOTBALL DRAINAGE AND AERATION
2"
MIN.
6"
M
I
N
.
2"
4"
MIN.
LEGEND
1'-0" DIAMETER AUGER HOLE.
FILTER FABRIC AT TOP OF AUGER
HOLE.
2" LAYER OF MULCH, PULL MULCH
AWAY FROM CROWN 4" TO 8" ALL
AROUND.
4" WATER BASIN. REMOVE 60 DAYS
AFTER PLANTING.
BACKFILL MIX FIRM BUT NOT
COMPACTED.
INSTALL ROOT BARRIER AT PAVING
WITHIN 5' OF TREE (SEE PLANTING
NOTES). PLANT TREE 1" ABOVE
FINISH GRADE.
CUT CIRCLED AND MATTED ROOTS
FROM NURSERY ROOTBALL.
3" O.D. PERFORATED SDR-35 PVC
PIPE, WRAPPED IN FILTER FABRIC,
SLOPE TO SUMP.
6" HIGH NATIVE "UNDISTURBED"
SOIL SHELF UNDER ROOTBALL. 3"
O.D. SDR-35 PVC PIPE TO BE
PLACED 6" BELOW ROOTBALL,
TYPICAL.
NATIVE SOIL.
3" O.D. SDR-35 PVC PIPE W/BLACK
NDS GRATED DRAIN CAP 1" ABOVE
FINISH GRADE, SPREAD MULCH TO
HIDE PIPE, REMOVE TAGS.
INSTALL HORIZONTAL
PERFORATED PIPE 6" BELOW
BOTTOM OF THE ROOT BALL,
TYPICAL.
1
2
3
4
5
6
7
8
9
10
11
NOTES:
1. PLANT PIT TO BE 2" LESS THAN
ROOTBALL DEPTH, ROOT CROWN
TO SIT AT 2" ABOVE GRADE.
2.SCARIFY SIDES OF PLANT PIT.
3.FLOOD PLANT PIT TO TEST
PERCOLATION/ ABSORPTION OF
WATER PRIOR TO INSTALLING THE
DRAIN OR TREE. NOTIFY THE
LAND. ARCH IF STANDING WATER
IS PRESENT AFTER 12 HRS.
4.ALL PLANT MATERIAL SHALL HAVE
2" TO 4" LAYER OF NITROLIZED
WOOD CHIP MULCH, TYP. PLACED
IN WATER RETENTION BASIN.
5.LIBERALLY DUST SIDES AND
BOTTOM OF PITS W/ FINELY
GROUND AGRICULTURAL GYPSUM.
SECTION 'A'
N.T.S.
2
1
5
9
8
5
7
9
8
N.T.S.
PLAN
PVC DRAIN SECTION 'B'
N.T.S.
6'
-
0
"
3'
-
6
"
2'
-
0
"
MI
N
.
2x DIA. OF
ROOTBALL
3"
2%
MIN.
2%
MIN.
5'
-
0
"
6"
3
4
5
6
7
8
9
10
1
2
11
1'-0"
DIA.
2"
L
A
R
G
E
R
TH
A
N
RO
O
T
B
A
L
L
TREE PLANTING W/ LINEAR ROOT BARRIER
N.T.S.
SECTION A-A
NOTES:
1 POSITION BARRIER AS CLOSE TO
CURB OR SIDEWALK AS POSSIBLE.
RAISED ROOT PROTECTORS
SHALL BE FACING TOWARDS THE
TREE.
3 TOP OF BARRIER SHALL BE 1"
ABOVE FINISHED GRADE.
4 LENGTH OF ROOT BARRIER SHALL
BE EQUAL TO THE DRIPLINE OF
THE PARTICULAR TREE TO BE
PLANTED AS DEFINED BY THE
MINIMUM SPACING DISTANCE IN
THE TREE PLANTING GUIDELINE.
5 APPLY A MASTIC SEALER TO JOINT
BETWEEN CONCRETE SURFACES
AND ROOT CONTROL BARRIER.
LEGEND
TREE ROOTBALL: 5 & 15 GAL. 1"
ABOVE GRADE, 24" BOX & LARGER
3" ABOVE GRADE, TAPER
ROOTBALL TO GRADE
NOT USED
PREPARED BACKFILL PER
PLANTING NOTES.
APPROVED ROOT CONTROL
BARRIER AND INSTALLATION THIS
DETAIL;
USE ROOT BARRIERS WHERE-
EVER TREES ARE PLANTED WITHIN
5' OF ANY , STRUCTURE,
CONCRETE FLATWORK, CURB AND
GUTTER, UTILITIES, ETC.
FINISHED GRADE
SEE TREE ROOTBALL DRAINAGE
AND AERATION DETAIL FOR 24"
BOX OR LARGER UNLESS NOTED
OTHERWISE.
NOT USED
CONCRETE CURB.
DRIP LINE OF TREE (DEFINED BY
THE MINIMUM SPACING DISTANCE
IN THE TREE PLANTING
GUIDELINES).
CONCRETE FLATWORK.
3/4" TO 1/2" GRAVEL OR CRUSHED
ROCK
1
2
3
4
5
6
7
8
9
10
11
12
1
3
12
4
11
6
7
SECTIONN.T.S.
2X ROOTBALL
DIAMTER
6" MIN.
DE
P
T
H
RO
O
T
B
A
L
L
6"
4"
M
I
N
.
9
6
11
4
12
N.T.S.
PLAN
11
4
12
9
10
A
A
L6.401
LANDSCAPE
PLANTING
DETAILS
TREE PROTECTION
12/12/2022
3-20-23
344
APPENDIX III
TECHNICAL SPECIFICATIONS
TO BE INSERTED PRIOR TO PUBLIC BIDDING
345