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Home My WebLink AboutAGENDA 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