Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
AGENDA REPORT 2013 0515 CC SPC ITEM 06A
ITEM 6.A. City Councii eeting 5.15-. 0/3 � MOORPARK CITY COUNCIL ACTION: p�3_ ��` AGENDA REPORT TO: Honorable City Council FROM: Hugh R. Riley, Assistant City=7sos:itant BY: Patty Anderson, Assistant to City nager DATE: April 26, 2013 (CC Special Meeting of 5/15/2013) SUBJECT: Consider Amendment No. 5 to the Agreement with Steelcon, Inc. for Structural Steel and Miscellaneous Metals at the Ruben Castro Human Services Center; and Consider the Resolution Amending the Fiscal Year 2012/13 Budget to Appropriate $13,100 from the RDA-SA 2006 TAB Proceeds Fund 9104 to Cover the Cost of Amendment No. 5 to the Steelcon, Inc. Agreement BACKGROUND & DISCUSSION The Ruben Castro Human Services Center (RCHSC) is being constructed as a multiple- prime contract project with construction management provided by Barnhart Balfour Beatty Construction (Balfour-Beatty). Bids were solicited from trades in September, 2010, opened on October 21, 2010, and bids were awarded by the Moorpark City Council on January 19, 2011. Steelcon, Inc., (Steelcon) was selected as the lowest responsive and responsible bidder for the Structural Steel and Miscellaneous Metals bid package, and a construction agreement was executed on March 25, 2011. There have been four (4) amendments issued for changes, modifications, and construction alterations requested or required during the course of construction. A recap of the original contract and amendments issued to date is provided on the following page. Changes to the work, which have already been completed by the contractor, include modifications to the courtyard fencing and gates, and modifications to the structural, bent angles at the extension of Building B. 21 Honorable City Council May 15, 2013 Page 2 Original Contract $1,101,575.00 Amendment No. 1 $ 34,024.40 Amendment No. 2 $ 41,051.61 Amendment No. 3 $ 54,749.42 Amendment No. 4 $ 2,490.78 Current Agreement Amount $1,233,891.21 Amendment No. 5 Modifications to courtyard fencing and gates $ 8,373.18 Modifications to structural bent angle at ext. of Bldg B $ 4,671.47 Total Amendment No. 5 Amount $ 13,044.65 Revised Agreement Amount $1,246,935.86 Currently there is no contingency remaining within Steelcon's contract. The cost for the additions, revisions, and associated labor and materials is $13,044.55, which exceeds the available contingency; therefore staff is seeking the approval of this additional amount. FISCAL IMPACT The construction of the Ruben Castro Human Services Center (CIP 5020) and the Steelcon, Inc. contracts are included in the approved Recognized Obligation Payment Schedule III (ROPS III) for the period January 1, 2013, to June 30, 2013. However, there are no available appropriations to cover the cost of Amendment No. 5. A budget amendment of $13,100 is required from the RDA-SA 2006 TAB Proceeds Fund (Fund 9104). This fund is estimated to have $2,999,443 fund balance at year-end with the proceeds from the sale of Building A to the County of Ventura. STAFF RECOMMENDATION Adopt Resolution No. 2013- amending the FY 2012/13 Budget to appropriate $13,100 from the RDA-SA 2006 Tab Proceeds Fund (9104) to cover the cost of Amendment No. 5 to the Steelcon, Inc. Agreement. Attachments: 1. Amendment No. 5 to Steelcon, Inc. 2. Resolution No. 2013 - 22 ATTACHMENT 1 FIFTH AMENDMENT TO AGREEMENT 2011-073 FOR BID PACKAGE #6 — STEEL AND MISCELLANEOUS METALS AT THE RUBEN CASTRO HUMAN SERVICES CENTER THIS FIFTH AMENDMENT TO THE AGREEMENT FOR BID PACKAGE #6 — STRUCTURAL STEEL AND MISCELLANEOUS METALS ("Fifth Amendment"), is made and entered into this day of , 2013, ("the Effective Date") between the City of Moorpark, a municipal corporation, hereinafter referred to as "CITY", and Steelcon, Inc., a California corporation, hereinafter referred to as "CONTRACTOR". WITNESSETH:, WHEREAS, on March 25, 2011, the CITY and the CONTRACTOR entered into an Agreement for structural steel and miscellaneous metals work for the Ruben Castro Human Services Center; and WHEREAS, on November 8, 2011, the CITY and the CONTRACTOR entered into a First Amendment in an amount not-to-exceed thirty—four thousand twenty-four dollars and forty cents ($34,024.40) for structural steel and miscellaneous metals work for the Ruben Castro Human Services Center increasing the total not-to-exceed amount to one million one hundred thirty—five thousand five hundred ninety-nine dollars and forty cents ($1,135,599.40); and WHEREAS, on May 22, 2012, the CITY and the CONTRACTOR entered into a Second Amendment in an amount not-to-exceed forty-one thousand fifty-one dollars and sixty-one cents ($41,051.61) for structural steel and miscellaneous metals work for the Ruben Castro Human Services Center increasing the total not-to-exceed amount to one million one hundred seventy-six thousand six hundred fifty-one dollars and one cent ($1,176,651.01); and WHEREAS, on July 2, 2012, the CITY and the CONTRACTOR entered into a Third Amendment in an amount not-to-exceed fifty-four thousand seven hundred forty-nine dollars and forty-two cents ($54,749.42) for structural steel and miscellaneous metals work for the Ruben Castro Human Services Center increasing the total not-to-exceed amount one million two hundred thirty-one thousand four hundred dollars and forty-three cents ($1,231,400.43); and WHEREAS, on January 24, 2013, the CITY and the CONTRACTOR entered into a Fourth Amendment in an amount not-to-exceed two thousand four hundred ninety dollars and seventy-eight cents ($2,490.78) for structural steel and miscellaneous metals work for Ruben Castro Human Services Center increasing the total not-to-exceed amount one million two hundred thirty-three thousand eight hundred ninety-one dollars and twenty-one cents ($1,233,891.21); and Construction Agreement Page 1 of 3 Fifth Amendment Between City of Moorpark and Steelcon, Inc. 23 WHEREAS, the CITY wishes to further amend the Agreement to provide shop and field modifications to the Courtyard area fencing and gates per revisions issued by the Architect of Record at a cost not to exceed eight thousand, three hundred, seventy-three dollars and eighteen cents ($8,373.18) as described in the CONTRACTOR'S Change Order Request #13, 13rev and 13add#1 (BBC Recommendation # 6.23) dated April 12, 2013, and incorporated herein as Exhibit Z to the Agreement by this Fifth Amendment; and WHEREAS, the CITY wishes to further amend the Agreement to provide field modifications to installed structural metal bent angle along the exterior of Building B per revisions issued by the Architect of Record at a cost not to exceed four thousand, six hundred seventy-one dollars and forty seven cents ($4,671.47) as described in the CONTRACTOR'S Change Order Request# 15 (BBC Recommendation # 6.24) dated April 12, 2013, and incorporated herein as Exhibit AA to the Agreement by the is Fifth Amendment; and WHEREAS, the total dollar amount of $13,044.65 exceeds the ten percent (10%) contingency amount approved with the original Agreement; and WHEREAS, on May 15, 2013, the City Council of the City of Moorpark approved additional funding for these structural and miscellaneous metal additions, revisions, and changes. NOW, THEREFORE, in consideration of the mutual covenants, benefits, and premises herein stated, the parties hereto AMEND the aforesaid Agreement follows: I. Section 2 of the Agreement is amended to include; Contractor's Scope of Services is amended to include the materials and labor needed to: • Construct field and shop modifications to the Courtyard area fencing and gates per Instruction Bulletins 13 and 13R issued by the architect of record and per Change Orders # 13, 13rev and 13add#1 (6.23); and • Construct field modifications to installed structural metal bent angle along the exterior of Building B per RFI # 99R2 issued by the architect of record, and per Change Order# 15 (6.24). The Scope of Services for the additional structural steel work is described in the Change Orders dated April 12, 2013, attached hereto and incorporated herein as Exhibits Z and AA to the Agreement by this Fifth Amendment. II. Section 7 of the Agreement is amended to include: CITY hereby increases the not-to-exceed amount of $1,233,891.21 under this Agreement by $13,044.65 to $1,246,935.86. Construction Agreement Page 2 of 3 Fifth Amendment Between City of Moorpark and Steelcon, Inc. 24 III. Remaining Provisions All other terms and conditions of the original Agreement shall remain in full force and effect. CITY OF MOORPARK STEELCON, INC. By: By: Steven Kueny Dossie Norris City Manager President ATTEST: Maureen Benson, City Clerk Exhibit Z — Change Order Request# 13, 13rev, 13add#1 dated April 12, 2013 Exhibit AA — Change Order Request# 15 dated April 12, 2013 Construction Agreement Page 3 of 3 Fifth Amendment Between City of Moorpark and Steelcon, Inc. 25 STEELCON, Inc. 2677 South Chestnut Avenue Fresno CA 93725-2113 ph.(559)266-3823 fax(559)266-3019 email Steelcon8lgbaol.com ITEM Change Order Request DESCRIPTION: RFI#226 Contractor STEELCON,Inc.Bid Package#6 #13ADD#1 Ornamental Fence&Gate Revisions omit powder finish on fencing Project Ruben Castro Human Services Center DATE November 8,2012 REV DATE FORM FOR EXTRA WORK AND/OR DEDUCTIVE WORK SHOP COSTS list each if more than one ADDITIVE DEDUCTIVE 1 0.0 @ 50.00 DETAILING LABOR TOTAL $ 0.00 $ 0.00 2 0.0 @ 50.00 SHOP LABOR TOTAL $ 0.00 $ -2,610.00 3 MATERIALS TOTAL $ 0.00 $ -150.00 4 SUBTOTAL#1(LINES 1,2&3) $ 0.00 $ -2,760.00 5 CONTRACTOR'S OVERHEAD AND PROFIT FOR SUBTOTAL#1(LINE 4) is$ $ 0.00 6 SUBTOTAL#2(LINES 4&5) $ 0.00 $ -2,760.00 FIELD COSTS ADDITIVE DEDUCTIVE 7 0.0 @ 84.03 FIELD LABOR TOTAL $ 0.00 $ 0.00 7.1 0.0 @ 100.00 SUPERVISION $ 0.00 $ 0.00 8 FIELD MATERIAL TOTAL $ 0.00 $ 0.00 9 FIELD EQUIPMENT TOTAL $ 0.00 $ 0.00 10 SUBTOTAL#3(LINES 7,8&9) $ 0.00 $ 0.00 11 CONTRACTOR'S OVERHEAD AND PROFIT FOR SUBTOTAL#3(LINE 10) is$ $ 0.00 12 SUBTOTAL#4(LINES 10&11) $ 0.00 $ 0.00 ADDITIONAL COST ADDITIVE DEDUCTIVE 13 TAXES e$ 0.00 $ 0.00 14 Field Measure,Material Drops,Rolling OTHER $ 0.00 $ 0.00 15 GRAND TOTALS $ 0.00 $ -2,760.00 16 NET TOTAL FOR C.O.R. $ -2,760.00 17 TIME EXTENSION REQUESTED 0 DAYS NOTE: 26 STEELCON, Inc. 2677 South Chestnut Avenue Fresno CA 93725-2113 ph.(559)266-3823 fax(559)266-3019 REVISED email SteelconBlOaol.com ITEM Change Order Request DESCRIPTION: Instruction Bulletin#13 Contractor STEELCON,Inc.Bid Package#6 #13rev Ornamental Fence&Gate Revisions Project Ruben Castro Human Services Center DATE September 19,2011 REV DATE November 19,2012 FORM FOR EXTRA WORK AND/OR DEDUCTIVE WORK SHOP COSTS list each if more than one ADDITIVE DEDUCTIVE 1 47.0 @ 50.00 DETAILING LABOR TOTAL $ 2,350.00 $ 0.00 2 5.0 @ 50.00 SHOP LABOR TOTAL $ 250.00 $ 0.00 3 MATERIALS TOTAL $2,778.85 $ 0.00 4 SUBTOTAL#1(LINES 1,2&3) $ 5,378.85 $ 0.00 5 CONTRACTOR'S OVERHEAD AND PROFIT FOR SUBTOTAL#1(LINE 4) 1s$ 806.83 $ 0.00 6 SUBTOTAL#2(LINES 4&5) $ 6,185.68 $ 0.00 FIELD COSTS ADDITIVE DEDUCTIVE 7 0.0 @ 84.03 FIELD LABOR TOTAL $ 0.00 $ 0.00 7.1 0.0 @ 100.00 SUPERVISION $ 0.00 $ 0.00 8 FIELD MATERIAL TOTAL $ 0.00 $ 0.00 9 FIELD EQUIPMENT TOTAL $ 0.00 $ 0.00 10 SUBTOTAL#3(LINES 7,8&9) $ 0.00 $ 0.00 11 CONTRACTOR'S OVERHEAD AND PROFIT FOR SUBTOTAL#3(LINE 10) 15$ $ 0.00 12 SUBTOTAL#4(LINES 10&11) $ 0.00 $ 0.00 ADDITIONAL COST ADDITIVE DEDUCTIVE 13 TAXES a$ 254.86 $ 0.00 14 Field Measure,Material Drops,Rolling OTHER $ 97.75 $ 0.00 15 GRAND TOTALS $ 6,538.28 $ 0.00 16 NET TOTAL FOR C.O.R. $ 6,538.28 17 TIME EXTENSION REQUESTED 18 DAYS NOTE:perforated sheet materials is a long lead-time item(16 days) Use these sheets in conjunction with Steelcon CDR 913ADDrev&13ADD#1 27 STEELCONInc. Proposal Form Use in conjunction with Steelcon Break Down Bid Package Sa Structural 56W and 11111aea9aaooue Notate Change Order Request #13rev PROJECT: City of Moorpark Ruben Castro Human Services Center TRADE: STEEL Provided quantities,unit cost and totals for each of the following applicable items of work: if item is not applicable to this project operation N/A in the Quantity column ITEM QUANTITY I UNIT COST I QTY UNIT TOTAL Field Supervision N/A $115.00 / hr $0.00 Erection NIA $96.63 /hr $0.00 Fabrication 5 hrs $57.501 5/hr $287.50 Structural Steel Joist N/A $0.00 /ton $0.00 Joist Girders N/A $0.00 /ton $0.00 Roof Deck- NIA $0.00 /Sq ft $0.00 Floor Deck- N/A $0.00 /ScIft $0.00 Columns N/A $0.00 /ea $0.00 WF Beams NA $0.60 /lb $0.00 Channels N/A $0.00 /Lb $0.00 Tubin N/A $13.08 / LF $0.00 X Bracinq N/A 1 $0.00 / Ib 1 $0.00 Misc.Iron Stairs N/A $0.00 /If $0.00 Bollards N/A $0.00 /ea $0.00 Angles NIA $0.59 / lb $0.00 Bike Racks NIA $0.00 /ea $0.00 Ladders N/A $0.00 /if $0.00 Roof openings N/A $0.00 I lb $0.00 Site Cast Embeds N/A $3.88 / lb $0.00 Flat Bar&Plate erforated metal lot $3.0 74.93 1 /ea 1 $3,074.93 Other-Bolts lot $120.75 1 /ea 1 $120.75 Other Costs Safety Cable N/A $0.00 /If $0.00 Second Mobilization N/A $0.00 /ea $0.00 Lifts&Fork N/A $86.25 /ea $0.00 Field Hand Tools N/A $189.75 /ea $0.00 Welding Machine N/A $17.25 / hr $0.00 Touch Up Paint Field Welds N/A $96.63 /hr $0.00 Material Drops NIA $486.47 /ea $0.00 Consumables N/A $80.50 /ea $0.00 Sho Drawinq Drafting 47 hrs $57.50 47/hr $2,702.50 Subouts-Rollin N/A $0.00 /ea $0.00 Other-Field Measure N/A $0.00 /ea $0.00. Other-powder coat N/A $729.17 /ea $0.00 Freight lot $97.75 1 /ea $97.75 Crane N/A $97.75 /ea $0.00 Taxes 1 7.98% $254.86 (Pricing includes labor(prevailing wage rates),material,equipment,and applicable taxes) TOTAL: $6,538.28 28 ba� 1 10 EXHIBIT Z Ruben Castro Human Service Center Recommendation for Agreement Amendment#6.23 Steelcon, Inc, Bid Package#6, STRUCTURAL STEEL&MISC. METALS TO: Hugh R. Riley, Assistant City Manager FROM: Dennis Kuykendall, Sr. Project Manager DATE: April 12, 2013 SUBJECT: IB 13 and 13R Modifications to Courtyard fencing and gates Summary. Instruction Bulletin (IB) # 13 was issued to provide modifications to the fencing and gates which enclose the courtyard between Buildings A and B. IB# 13R was subsequently issued for further modification clarifications. Modifications include revised fence and gate post footings attachments, additional backing on all gates for revised panic hardware, perforated mesh at gates to prevent unauthorized entry. Fence and gate powder coating was deleted as well. Impact to Bid Package#6 is for the material and labor to modified fence and gate posts, footing attachments, additional hardware backing and perforated mesh and deletion of powder coating. Pricing was received and subsequently reviewed and found acceptable by the CM. Financial Summary Agreement Amount $ 1,101,575.00 Contingency Amount $ 110,157.50 Previous Approved Amendments within Cont. #1, #2,#3 $ 110,157.50 Previous Requested Amendments within Cont. $ - Subtotal Proposed and Approved Amendments $ 110,157.50 Proposed Revised Agreement Amount $ 1,211,732.50 Contingency Balance $ - Steelcon, Inc. COR coR#13,13rev, 13add#1 $ 8,373.18 Previous Requested Amend. outside Cont. Previous Approved Amend. outside Cont. $ 22,158.71 Total Proposed Revised Agreement Amount $ 1,242,264.39 Site is an addition of$8,373.18. Schedule Impact No impact to Project Scheduling responsible to Bid Package#6. Recommendation: Authorize issuance of Amendment to the Agreement between the City and Steelcon, Inc. formally authorizing the additional scope of work. 29 STEELCON Inca Proposal F.. Use in conjunction with Steelcon Break Down Bid Package SS Structural Steel and Miscellaneous Metals, Change Order Request #13rev Alternates $0.00 /hr $0.00 $0.00 /hr $0.00 $0.00 /ea $0.00 $0.00 /ea $0.00 $0.00 /ea $0.00 $0.00 /ea $0.00 $0.00 /ea $0.00 $0.00 /ea $0.00 $0.00 /ea $0.00 $0.00 /as $0.00 $0.00 /ea $0.00 Total of Alternates $0.00 $0.00 Total including Alternates: $6,538.28 Total duration in work days) 18 Approximate Start Date: on approval of Change Order Request Exclusions: test and inspections Special Requirements: Weekend/Holiday Work: Company: STEELCON.Inc. Phone: 559-266-3823 E-mail: JimmyFranco STEELCONMlive.com Print Name:Jimmy Franco Title: Project Manager Signature: Date: 30 STEELCON, Inc. 2677 South Chestnut Avenue Fresno CA 93725-2113 ph.(559)266-3823 fax(559)266-3019 REVISED email Steelcon8l(ebaol.com ITEM Change Order Request DESCRIPTION: Instruction Bulletin#13R Contractor STEELCON,Inc.Bid Package#6 #13ADDrev Ornamental Fence&Gate Revisions Project Ruben Castro Human Services Center DATE October 13,2011 REV DATE November 19,2012 FORM FOR EXTRA WORK AND/OR DEDUCTIVE WORK SHOP COSTS list each if more than one ADDITIVE DEDUCTIVE 1 12.5 @ 50.00 DETAILING LABOR TOTAL $ 625.00 $ 0.00 2 15.4 @ 50.00 SHOP LABOR TOTAL $ 770.00 $ -810.00 3 MATERIALS TOTAL $ 350.22 $ -716.18 4 SUBTOTAL#1(LINES 1,2&3) $ 1,745.22 $ -1,526.18 5 CONTRACTOR'S OVERHEAD AND PROFIT FOR SUBTOTAL#1(LINE 4) 15$ 261.78 $ 0.00 6 SUBTOTAL#2(LINES 4&5) $ 2,007.00 $ -1,526.18 _ FIELD COSTS ADDITIVE DEDUCTIVE 7 32.0 @ 84.03 FIELD LABOR TOTAL $ 2,688.96 $ -1,289.00 7.1 8.0 @ 100.00 SUPERVISION $ 800.00 $ 0.00 8 FIELD MATERIAL TOTAL $ 407.09 $ 0.00 9 FIELD EQUIPMENT TOTAL $ 420.00 $ -120.00 10 SUBTOTAL#3(LINES 7,8&9) $ 4,316.05 $ -1,409.00 11 CONTRACTOR'S OVERHEAD AND PROFIT FOR SUBTOTAL#3(LINE 10) 15$ 647.41 $ 0.00 12 SUBTOTAL#4(LINES 10&11) $ 4,963.46 $ -1,409.00 ADDITIONAL COST ADDITIVE DEDUCTIVE 13 TAXES 8$ 32.12 $ 0.00 14 Field Measure OTHER $ 517.50 $ 0.00 15 GRAND TOTALS $ 7,520.08 $ -2,935.18 16 NET TOTAL FOR G.O.R. $ 4,584.90 17 TIME EXTENSION REQUESTED 4 DAYS NOTE:Use these sheets in conjunction with Steelcon COR#13&13ADD#1 31 STEELCONInc. Proposal Form Use in conjunction with Steelcon Break Down Old Peekeoe Ra Stmetnrel StaW and W W'sU neew YeteM Change Order Request #13ADDrev 10/13/2011 PROJECT: City of Moorpark Ruben Castro Human Services Center TRADE: STEEL Provided quantities,unit cost and totals for each of the following applicable items of work: ff item is not applicable to this project operation N/A in the Quantity column ITEM QUANTITY UNIT COST I QTY UNIT I TOTAL Field Supervision 8 hrs $115.00 8/ hr $920.00 Erection 32 hrs $96.63 32/ hr $3,092.30 Fabrication 15.4 hrs $57.50 15.4/ hr $885.50 Structural Steel Joist N/A $0.00 /ton $0.00 Joist Girders N/A $0.00 /ton $0.00 Roof Deck- N/A $0.00 /s ft $0.00 Floor Deck- N/A $0.00 / sq ft $0.00 Columns N/A $0.00 /ea $0.00 WF Beams NA $0.00 / lb $0.00 Channels N/A $0.00 / lb $0.00 Tubing N/A $4.07 / LF $0.00 X Bracing N/A $0.00 / lb $0.00 Misc.Iron Stairs N/A $0.00 / If $0.00 Bollards N/A $0.00 / ea $0.00 Angles N/A $0.00 / lb $0.00 Bike Racks N/A $0.00 / ea $0.00 Ladders N/A $0.00 / If $0.00 Roof o enin s N/A $0.00 / lb $0.00 Site Cast Embeds lot $132.83 1 /ea $132.83 Flat Bar&Plate 459.33 Ibs $0.59 459.33/ea $269.93 Other-Bolts N/A $0.00 /ea 1 $0.00 Other Costs Safety Cable N/A $0.00 / if $0.00 Second Mobilization N/A $0.00 /ea $0.00 Lifts&Fork N/A $0.00 /ea $0.00 Field Hand Tools lot $207.00 1 /ea $207.00 Welding Machine 16 hrs $17.25 16/ hr $276.00 Touch Up Paint Field Welds 3 hrs $96.63 3/ hr $289.90 Material Drops N/A $0.00 / ea $0.00 Consumables lot $178.25 1 / ea $178.25 Shoo Drawinq Drafting 12.5 hrs $57.50 12.5/ hr $718.75 Subouts-Rollin N/A $0.00 / ea $0.00 Other-Field Measure lot $517.50 1 /ea $517.50 Other- N/A $0.00 /ea $0.00 Freight N/A $0.00 /ea $0.00 Crane N/A $0.00 I ea $0.00 Taxes 1 7.98% $32.12 (Pricing includes labor(prevailing wage rates),material,equipment,and applicable taxes) TOTAL: $7,520.08 32 STEELCON Inc. Proposal Form Use in conjunction with Steelcon Break Down Old Package#&Structural Stew and Mlaceftneous Matab Change Order Request MADDrev 1011312011 Alternates $0.00 I hr $0.00 $0.00 /hr $0.00 $0.00 /ea $0.00 $0.00 /ea $0.00 $0.00 /ea $0.00 $0.00 /ea $0.00 $0.00 /ea $0.00 $0.00 /ea $0.00 $0.00 1 ea $0.00 $0.00 /ea $0.00 $0.00 /ea $0.00 Total of Altemates $0.00 $0.00 Total including Altemates: $7,520.08 Total duration in work days) 4 Approximate Start Date: on approval of Change Order Request Exclusions: test and inspections Special Requirements: WeekendlHoliday Work: Company: STEELCON.Inc. Phone: 559-266-3823 E-mail: JimmvFranco STEELCON011ve.com Print Name:Jimmy Franco Title: Proiect Manager Signature: Date: 33 STEELCON, Inc. 2677 South Chestnut Avenue Fresno CA 93725-2113 ph.(559)266-3823 fax(559)266-3019 REVISED email Steelcon8l aol.com ITEM Change Order Request DESCRIPTION: Instruction Bulletin#1311 Contractor STEELCON,Inc.Bid Package#6 #13ADDrev Ornamental Fence&Gate Revisions Project Ruben Castro Human Services Center DATE October 13,2011 REV DATE November 19,2012 FORM FOR EXTRA WORK AND/OR DEDUCTIVE WORK SHOP COSTS Illst each if more than one ADDITIVE DEDUCTIVE 1 12.5 @ 50.00 DETAILING LABOR TOTAL $ 625.00 $ 0.00 2 15.4 @ 50.00 SHOP LABOR TOTAL $ 770.00 $ -810.00 3 MATERIALS TOTAL $ 350.22 $ -716.18 4 SUBTOTAL#1(LINES 1,2&3) $ 1,745.22 $ -1,526.18 5 CONTRACTOR'S OVERHEAD AND PROFIT FOR SUBTOTAL#1(LINE 4) is$ 261.78 $ 0.00 6 SUBTOTAL#2(LINES 4&5) $ 2,007.00 $ -1,526.18 FIELD COSTS ADDITIVE DEDUCTIVE 7 32.0 @ 84.03 FIELD LABOR TOTAL $ 2,688.96 $ -1,289.00 7.1 8.0 @ 100.00 SUPERVISION $ 800.00 $ 0.00 8 FIELD MATERIAL TOTAL $ 407.09 $ 0.00 9 FIELD EQUIPMENT TOTAL $ 420.00 $ -120.00 10 SUBTOTAL#3(LINES 7,8&9) $ 4,316.05 $ -1,409.00 11 CONTRACTOR'S OVERHEAD AND PROFIT FOR SUBTOTAL#3(LINE 10) is$ 647.41 $ 0.00 12 SUBTOTAL#4(LINES 10&11) $ 4,963.46 $ -1,409.00 ADDITIONAL COST ADDITIVE DEDUCTIVE 43 TAXES a$ 32.12 $ 0.00 14 Field Measure OTHER $ 517.50 $ 0.00 15 GRAND TOTALS $ 7 520.08 $ -2,935.18 16 NET TOTAL FOR C.O.R. $ 4,584.90 17 TIME EXTENSION REQUESTED 4 DAYS NOTE:Use these sheets in conjunction with Steelcon COR#13&13ADD#1 34 STEELCONInca Proposal Form Use in conjunction with Steelcon Break Down Old Package 85 Structural Steel and YheeWaeeaa notals Change Order Request #13ADDrev 10/13/2011 PROJECT: City of Moorpark Ruben Castro Human Services Center TRADE: STEEL Provided quantities,unit cost and totals for each of the following applicable items of work: ff item is not applicable to this project operation WA in the Quantity column ITEM QUANTITY UNIT COST I QTY UNIT I TOTAL Field Supervision 8 hrs $115.00 1 8/hr $920.00 Erection 32 hrs $96.63 32/hr 1 $3,092.30 Fabrication 15.4 hrs $57.50 15.4/hr $865.50 Structural Steel Joist N/A $0.00 /ton $0.00 Joist Girders N/A $0.00 /ton $0.00 Roof Deck- N/A $0.00 /s ft $0.00 Floor Deck- N/A $0.00 /s ft $0.00 Columns N/A $0.00 /ea $0.00 WF Beams NA $0.00 /lb $0.00 Channels N/A $0.00 /lb $0.00 Tubing N/A $4.07 / L $0.00 X Bracing N/A $0.001 /lb 1 $0.00 Misc.Iron Stairs N/A $0.00 / If $0.00 Bollards N/A $0.00 /ea $0.00 Angles N/A $0.00 /lb $0.00 Bike Racks N/A $0.00 /ea $0.00 Ladders N/A $0.00 /If $0.00 Roof openings N/A $0.00 /lb $0.00 Site Cast Embeds lot $132.83 1 '2 g $132.83 Flat Bar&Plate 459.33 Ibs $0.59 459.33/ea $269.93 Other-Bolts N/A $0.00 /ea $0.00 Other Costs Safety Cable N/A $0.00 /If $0.00 Second Mobilization N/A $0.00 /ea $0.00 Lifts&Fork N/A $0.00 /ea $0.00 Field Hand Tools lot $207.00 1 /ea $207.00 Welding Machine 16 hrs $17.25 16/hr $276.00 Touch Up Paint Field Welds 3 hrs $96.63 3/hr $289.90 Material Drops N/A $0,00 /ea $0.00 Consumables lot $178.25 1 /ea $178.25 Shoo Drawina Drafting 12.5 hrs $57.50 12.5/hr $718.75 Subouts-Rollin N/A $0.00 /ea $0.00 Other-Field Measure lot $517.50 1 /ea $517.50 Other- N/A $0.00 /ea $0.00 Freight N/A $O.DO /ea $0.00 Crane N/A $0.00 /ea $0.00 Taxes 1 7.98% $32.12 (Pricing includes labor(prevailing wage rates),material,equipment,and applicable taxes) TOTAL: $7,520.06 35 STEELCONInca Proposal Forrn Use in conjunction with Steelcon Break Down Old Package 66 Structural Steal and Miscellaneous Metals Change Order Request #13ADDrev 90/13/2011 Alternates $0.00 !hr $0.00 $0.00 1 hr $0.00 $0.00 /ea $0.00 $0.00 /ea $0.00 $0.00 /ea $0.00 $0.00 /ea $0.00 $0.00 /ea $0.00 $0.00 /ea $0.00 $0.00 /ea $0.00 $0.00 /ea $0.00 $0.00 /ea $0.00 Total of Alternates $0.00 $0.00 Total including Alternates: $7,520.08 Total duration in work days) 4 Approximate Start Date: on approval of Change Order Request Exclusions: test and inspections Special Requirements: Weekend/Holiday Work: Company: STEELCON.Inc. Phone: 559-266-3823 E-mail: JimmyFranco STEELCON0live.com Print Name:Jimmy Franco Title: Proiect Manager Signature: Date: 36 HMC- Architects 633 W. Fifth Street, Third Floor, Los Angeles, CA 90071 PROJECT: City of Moorpark INSTRUCTION BULLETIN: 13R Ruben Castro Human Services Center HMC#2307002-000 DATE: October 12, 2011 LOCATION: Ruben Castro Human Services Center 612 Spring Road Moorpark, CA 93021 TO: Barnhart, Inc.. 799 Moorpark Avenue Moorpark, CA 93021 Attention: Dennis Kuykendall DESCRIPTION OF WORK TO BE PERFORMED: ITEM I13-13AR: Fence and Gate Revisions: Revise gate numbering and hardware in accordance with attached revised Drawings A1.0,A5.3 and A5.4, Clarification Drawing CD-A13.1R,and revised Specification Section 08 7100. Justification: Document Coordination Requested By: Architect ITEM IB 13.2 Gate Revisions: Add the following Specification to Section 32 31 19, Paragraph 2.02: E. Perforated Metal Panels: Manufactured by McNichols Co. Tampa, FL Diamond Perforated Metal, Inc.Gardena, CA, Grating Pacific, or equal. a. Material:Carbon Steel Pre-galvanized Steel G-90, 20 gauge b. Perforations,staggered centers 60 degree, '/z" round hole x 0.1875 o.c. 11/16 hole centers. c. Perforations per square inch:2.4 d. Weight: lb/sf([100%-OA%]x wt.of blank material) e. Margins parallel to Length: Min Safe both sides f. Margins parallel to Width: Min safe both sides g. Percent Open Air 48% h. End Pattern: Finished i. Finish: Paint with Special Coatings specified in Section 09 90 00 to match gate finish j. Location: For installation at all gates and adjacent fence panels fitted with panic hardware Justification: Document Coordination Requested By: Architect 37 Instruction Bulletin 13R October 12, 2011 Page 2 ITEM IB 13.3 Revise Fence and Gate Construction: Revise fence and gate construction in accordance with attached revised and new Drawings S1.1A, S1.3, S2.113, S2.213, S3.5, S5.7. Delete Detail L9 on Drawing S4.2. Justification: Design Clarification Requested By: Architect ACTION TO BE TAKEN: 1. Make the described change in the work at no change in the Contract Sum and no change in the Contract Time of Completion. 2. X Make the described change in the work,with credit or cost for which will be determined in accordance with the General and Supplementary Conditions of the Contract. 3. Promptly advise the Architect as to credit or cost proposed for the described change. This is not an authorization to proceed with the change. cc: File- IB-IB ARCHITECT By: Emily Kay CCCA, LEED®AP Associate AUTHORIZATION TO PROCEED: When approved by both parties below,you are authorized to proceed with the work outlined in Item 13.1 R, 13.2.and 13.3 The amount for this change of$ will be(added/deducted)in a forthcoming Change Order.The Contract Time will be adjusted by day(s)(added/deducted). Owner Date Contractor Date Attachment: Clarification Drawings CD-A13.1 R, Revised Drawings A1.0,A5.3 and A5.4, New Drawings S1.1A, S1.3, S2.1 B, S2.213, S3.5,A4.2 and S5.7, Specification Section 08 71 00 NAProjects\2307 Moorpark Human Sery Center\002\11-000 13\IB 13R.doc 38 HMC HMC ARCHITECTS 6O ASINSIIIrET.ORN MFLOM M,2 Losu�caes.wlronxu essa Fe. ph to Specification Section: 32 31 19: *.�aob�.: 211MI.Ml n.r�urewA munw�n.��bs F.c rasn.esol Metal Panels Manufactured by McNichols Co. Tampa, FL. Project ated Metal Panels: Manufactured by McNichols Co. Tampa, FL. Diamond Perforated Metals, Inc. Gardena, CA., RUBEN CASTRO HUMAN g Pacific, or equal. SERVICE CENTER terial: Carbon Steel Pre-galvanized Steel G-90, 20 gauge. CITY OF MOORPARK rforations, staggered centers 60 degree, '/2" round hole x 0.1875 o.c. 11/16 hole centers. Address rforations per square inch: 2.4 ight: Ib/sf ([100% - OA%] x wt. of blank material) 612 SPRING ROAD argins parallel to Length: Min safe both sides MOORPARK,CA 93021 f. Margins parallel to Width: Min safe both sides g. Percent Open Air: 48% h. End Pattern: Finished. :;; i. Finish: Paint with Special Coatings specified in Section 09 90 00 to match gate finish. -- � ' DOOR AND FRAME SCHEDULE DOOR I FRAME w - - .._..... -- SIZE I LOUVER ' TRANSOM DETAIL FIRE Z _.. MARK MATL TYPE:GLAZING MATL I n ( RATING o f- i NOTES WD HGT THK WD HGT:HGT GLASS i ~ HEAD JAMB SILL Q C0 i ._ G. I 4., 0. 8-0".t. STL - STL 35 !EXTERIOR SITE GATE C-2 4 0. ',tl 0 STL - j_.,,_ STL - - 1 35 ,EXTERIOR SITE GATE .... - ---- - G_-3 PR9-0 8 0 STL _.. , - __... .. _._- _._ L 37 EXTERIOR SITE GATE r.o G-4 PR9 0 8 0 STL - I STL - 37 EXTERIOR SITE GATE G-5 PR 11 -d 6 a ,STL - STL - 33 _ XTERIOR SITE G-6 PR 10-fi 6 0 STL - { - STL - 3 XTERI R IT GATE W G-7 5'-6"': 6 0 STL , _.. _. __ STL - - _ 34 EXTERIOR SITE GATE _. STL I..._.-- STL -..- -- �.._... _.. 4 I _.._ ...... 4 i _. CD-A13JR -- -- - -- T— -- -- _ _ GATE SCHEDULE Reference:A9.1 Job No: 2307002 Scale:N.T.S. Date: 09/06/2011 Drawing Number SK60. 1 IB�13 N:\Projecls\2307 Moorpark Human Sery Center\002\18-CAD\Moorpark Drawing Set\Sheets1ArchitecturaI\A9.1 DOOR AND WINDOW SCHEDULE.dwg W lD LIE PUJI KE,KD, KtYKD1E R����.m�P�a� HMC�PCHIIEGTS o� SOUTHERN PACIFIC RAILROAD p p e o•-o'-n-r _ SETBACK _ maw arAwsuxi 4 o uaHix ax _ ®p�i ,.(.. va.e mP.HDaPPARK wo.om _ •,a.a RR m.vwG4 i u ..o, c RUBEN CASTRO HUMAN SERVICES S .a 6126PRING ROAD- Tq B ww,e MOORPARK.U93D2, —J oun IS oznrz. . in nwwwn •4 9 C ', aiixx 19 Ilmn I: mec z ®m.e, uw 0 aev N p ®e.oyn,w,awa fl em.eww.xz v - L R 8 B eenow,u 4 BUILDING 8 A22 g ...x L i, BUILDING A y .. .x 4 � - om+aw. m r�I r• H •z ,a zz .'� ' i q 4 1 DN it-0- ,a'b ,e.b.ar< ,e b• ,.•b a e.. ,. -i>.. . - o.b• o 33 4 aa•b• CiJ SETBACK © 0 amax OVERALL SITE PLAN 0 OVERALL SITE PLAN A7.0 +ns•r.o• e.eu •ll Z, ----------------- L ARCNN m T. , I I - HMC: _ -—- 1 _ 1 e 1 roL v I HUMAN SERVICES Y - ,ftp°"ipMnf,° •—__ ___ — w� CENTER c 1'ae wmiawmu�mwrmc �, I ( SY wK PWNI� ' I I 612 SPRINGROPO �amxw• ,`,. M0-PARK.U9 I II 1 I, I li i l I tl Will�I I ;1 11, _._' I I 1 111 IIII t�� IIII ". I.I ., IIi .II - �.i i I;i i"•i i_i i"i l_1 i i I I t i i.i i"i --- 10, 'FIRST FIVE'FENCE ELEVATION-BUIILDIG ra 4 +j CUSTOM G AN weoaiwmam .oµnww - Mr_ Yx EXTERIOR GATE&CANOPY PIER 7 EXTERIOR GATE&CANOPY PIER rJ CUSTOM GATE ELEVATION 2 _ yo-ra 7.1 .wnmwwwn» � 1 4 ? .w'i ae�cminw mo nua = e m,a'm'.us•`"w"mu"a�Pr. o°.wr,R°"mmo� ae.'°., . o... -------------- J -,A---- mom 'L--- A •�'"•- EXTERIOR ELEVATIONS ENLARGED anv.o GATE SECTION 9 EXTERIOR GATE&CANOPY PIER 8 EXTERIOR GATE&CANOPY PIER 6 GATE POST DETAIL 3 A5.3 wa.+wrswuna1 a•'u •R 'A 72 fc, OF MOO—K RUBEN CASTRO HUMAN SERVICES CENTER ------------- ------------- 642SPM GR-. - ----------------------------- MOORFARK.CA 93021 ZD RNCE CUSTOM GATE —rr m, BUIBRG•A' BU101&4• T1 I ffllr�" I i IFI�l IBM �uo c:17,='.1,— GATE SECTION 3 CUSTOM GATE CLOSED (CURVED GATE SHOWN AS FLAT) I EO ❑ B 0 E ED .-E EL-1... ALL MA DORS WWI- FIX A5.4 No F/T6S y, TINDxa 19 f - .•r to .k .... , f a u .n m. ✓ > iz+ s ,.. e :.ry ,•.t�. .. ,;-a.:..;.: x ..r..wr. ..r..:v. ''. ,._..�. .zav...... a .,......'f 1r .. _.xn x....war.,. . `\ 11 'a w r xba,ri;v. ,t« n n X k ma. ,.. m.. >. a. .a �, ry A A / S1't ON SAVr(J lVN�10(Ib18 ` A.aY a �r �' 41 1 m r A w • +0. .A,-Y m a..im- z, rv.,G' ..� >ai> r J..r r ;1rM�i1 f '� a •, •"N.Y S rvr ru Vn ti r^ a r ...,.: � �.10�� J .in ..,. .x...m a .,v�.m e. .r..x.,c.. ,,, ,.�, a..n r.� � .raf•r �/ r c .r. ...» ,.. .,.. +s ZZ <. J >r Q _ .. _.. - ell— L. r. G ♦ r n- ! y , r , 1 t r.a: .. T.a ei vol aM fu:: 4 r n_ JWI ( 11v NIS frL > «.o ._: ............ eta, s-'•:FEJ T GJ h,s I. ti C? J Y : ;,.:♦ ^� �' ` s... N;". T 1 _12x.::1) :RH.€r "u .,1 a 3'l,z.i, s> . a.'d � M ;,� - ''Y...S„ ..T, r,Jr :.:.r..�.i ,.>•.,, ''-'r .\ �Jrl: ..J... ,«,. „v!f4f .. Te llA f! Yl.+r;.i: '% ".% ) ...1. .i.., r, �'.. / r, a<. t L) 7 i PfIL 1 S r. �C' v/Y S � .CiY aJ a.r✓r: Y'.-i/ � '� � �' t.:.it Y: ♦ ...>R /) � :r YF J._a•A..O .Y.:✓1.Jxi+..A / ,. yi _........ :4 i" a LO .............. .............- ............................. ................... ..................................... .................---------................. ......... . ...... 14. ml .............. .......... Jo� ............ q v i a w LY 51 1—v 11-11 1-1-11 ..........._......._.. .__....................... I-IrMC a li ... Z.I ol.. ... v/ VY ...... t,e... / ' r \�Fl , &• t r >1 n Qt ,�y 1 .:;• > I ie 77, M• w, • •:'_ y.1.1 Yc:,7 � s ti�•r�.r� .. '� I ..'�...rq Is a c f ,l r , r •: `r V , zr ' N a. }1t?fJiiNC> r:Sf:-• :it':-fit L'(1 4 HIGH R001= PLAN SOUTHWES'T'?01NER ._........ N ES _ r t 777W ..,. i r' ME v :_._. . -------- -------- - --- .. . .._ ._........ ---- - —- r. w . t ,z f1r �i t • - _py ao ME �'i A W '�'� t Ui31MiM S3_imm Nd'Nf1N a<ttsv:;rr:?�nr r. WH 00 .......... ............................. .................................................................................... ............................................................. t; V.I",--I idll;,,.,-, Mul .................. i..........- --------------------- N i xxer I All .......................................... .......... ................................. .......... �001-3 Iv, _ CD v ,,. .a .. r.,.�)_ L,✓,. �....� ,...r.... . ..4 r.ry rr:r ...r.{, a .. ..>..r, ..,rc.kr.,.a,. n...�...L..i 1 CiY':SIV M ('(ItJ ! SIIY]i,.1,-3.14 � a Y r..i:. i 4, '� �,r v ✓• /< /Fj .%: I ' _ _ 2. / ��: 'L^.tSCic7 fX, l+tl i+,i e l ::4 I i , , 1 I t ,�'r.cy.. -•-, - il :r!'tl '. ".s'(z^ � ✓e a t .3.:.I.._ Ix ti' t "'i € 1:.} tJ:3 J14 +.,,. �{ .l �, •� �. d, --- s, ski►..._.... -�r r ...,,. : 1 \ I K \ x / t I , —..— .. nr,a I:a was : ... I . . .. I Vt- � � � snsrf r eCr� Ruben Castro Human Services Center DOOR HARWARE Moorpark, California SECTION 08710 SECTION 08710 (08 71 00) HARDWARE PART 1 GENERAL 1.01 SECTION INCLUDES A. Finish hardware for doors as specified and as listed in"Hardware Groups"and required by actual conditions. 1. Include screws, special screws, bolts, special bolts, expansion shields, and other devices for proper application of hardware. B. Related Sections: 1. Section 06101 (061010): Carpentry 2. Section 08110(08 11 00), Section 08120(08 12 00), and Section 08211 (08 21 00)-Certain hardware items installed with doors. 3. Division 16: Electrical. 1.02 GENERAL REQUIREMENTS A. Provide items,articles, materials, operations and methods listed, mentioned or scheduled herein or on drawings, in quantities as required to complete project. Provide hardware that functions properly. Prior to furnishing hardware, advise Architect of items that will not operate properly,are improper for conditions, or will not remain permanently anchored. 1.03 SUBMITTALS A. Hardware Schedule:Submit 5 copies of hardware schedule in vertical format as illustrated by the Sequence of Format for the Hardware Schedule as published by the Door and Hardware Institute. Schedules which do not comply will be returned for correction before checking. B. Hardware schedule shall clearly indicate architect's hardware group and manufacturer of each item proposed. C. The schedule shall be reviewed prior to submission by a certified Architectural Hardware Consultant(AHC), who shall attest to the completeness and correctness of the schedule. 1. Provide 2 copies of illustrations from manufacturer0s catalogs and data in brochure form. 2. Check specified hardware for suitability and adaptability to details and surrounding conditions. Indicate unsuitable or incompatible items and proposed substitutions in hardware schedule. 3. Provide listing of manufacturer's template numbers for each item of hardware in hardware schedule. 4. Furnish other Contractors and Subcontractors concerned with copies of final approved hardware schedule. Submit necessary templates and schedules as soon as possible to hollow metal,wood door, and aluminum door fabricators in accordance with schedule they require for fabrication. 5. Samples: Lever design or finish sample: Provide 3 samples if requested by architect. D. Wiring Diagrams: Provide complete and detailed system operation and elevation diagrams specially developed for each opening requiring electrified hardware, except openings where only magnetic hold-opens or door position switches are specified. Provide these diagrams with hardware schedule submittal for approval. Provide detailed wiring diagrams with hardware delivery to jobsite. E. Installation Instructions: Provide manufacturer's written installation and adjustment instructions for finish hardware. Send installation instructions to site with hardware. F. Templates: Submit templates and"reviewed Hardware Schedule"to door and frame supplier and others as applicable to enable proper and accurate sizing and locations of cutouts and reinforcing. G. Contract Closeout Submittals: Comply with Section 01700 including specific requirements indicated below. 1. Operating and maintenance manuals: Submit 3 sets containing the following: September 7, 2011 Page 1 of 18 50 Ruben Castro Human Services Center DOOR HARW ARE Moorpark, California SECTION 08710 2. Complete information in care, maintenance, and adjustment, and data on repair and replacement parts,and information on preservation of finishes. 3. Catalog pages for each product. 4. Name, address, and phone number of local representative for each manufacturer. 5. Parts list for each product. 6. Copy of final approved hardware schedule,edited to reflect"As installed". 7. Copy of final keying schedule. 8. As installed"Wiring Diagrams"for each opening connected to power, both low voltage and 110 volts. 9. One complete set of special tools required for maintenance and adjustment of hardware, including changing of cylinders. 1.04 QUALITY ASSURANCE A. Manufacturer:Obtain each type of hardware(ie. latch and locksets, hinges, closers)from single manufacturer, although several may be indicated as offering products complying with requirements. B. Supplier: Recognized architectural finish hardware supplier,with warehousing facilities, who has been providing hardware for period of not less than 3 years. The supplier shall be, or employ, a certified Architectural Hardware Consultant(AHC),who is registered in the continuing education program as administered by the Door and Hardware Institute. The hardware schedule shall be prepared and signed by a certified AHC. C. Installer: Firm with 3 years experience in installation of similar hardware to that required for this project, including specific requirements indicated. D. Regulatory Label Requirements: Provide nationally recognized testing agency label or stamp on hardware for labeled openings.Where UL requirements conflict with drawings or specifications, hardware conforming to UL requirements shall be provided. Conflicts and proposed substitutions shall be clearly indicated in hardware schedule. E. Pre-Installation Conference: Prior to the installation of hardware, manufacturer's representatives for locksets, closers, and exit devices shall arrange and hold a jobsite meeting to instruct the installing contractor's personnel on the proper installation of their respective products.A letter of compliance, indicating when this meeting is held and who is in attendance, shall be sent to the Architect and Owner. 1.05 DELIVERY, STORAGE AND HANDLING A. Deliver hardware to jobsite in manufacturer's original packaging, marked to correspond with approved hardware schedule. Do not deliver hardware until suitable locked storage space is available. Check hardware against reviewed hardware schedule. Store hardware to protect against loss,theft or damage. B. Deliver hardware required to be installed during fabrication of hollow metal, aluminum, wood, or stainless steel doors prepaid to manufacturer. 1.06 WARRANTY A. Guarantee workmanship and material provided against defective manufacture. Repair or replace defective workmanship and material appearing within period of one year after Substantial Completion. B. Provide ten year factory warranty on door closer body against defects in material and workmanship from date of occupancy of Project. C. Replace shortages and incorrect items with correct material at no additional cost to Owner. D. At completion of project, qualified factory representative shall inspect closer installations.After this inspection, letter shall be sent to Architect reporting on conditions, verifying that closers have been properly installed and adjusted. September 7,2011 Page 2 of 18 51 Ruben Castro Human Services Center DOOR HARWARE Moorpark, California SECTION 08710 PART 2 PRODUCTS 2.1 BUTTS AND HINGES A. Acceptable Manufacturers and Types: McKinney TA2714 TA-2314 T4A37861 T4A3386 Bommer BB5000 BB5001 BB5004 I BB5006 B. Application: 1. Provide NRP(non-removable pins)at out-swinging lockable doors. C. Size: 1. 2-1/4 inch Doors 5 inch by 5 inch 2. 1-3/4 inch Doors 4-1/2 inch by 4-1/2 inch 3. 1-3/8 inch Doors 3-1/3 inch by 3-1/2 inch D. Quantity: 1. 2-hinges per leaf for openings through 60 inches high. 2. 1 -additional hinge per leaf for each additional 30 inches in height or fraction thereof. 3. 4-Dutch doors up to 90 inches in height. E. Drill 5/32 inch hole and use No. 12, 1-1/4 inch steel threaded to the head wood screws for hinges on wood doors. 2.2 CONTINUOUS GEARED HINGES A. Acceptable manufacturers: Manufacturer McKinney MCK-12HD MCK-25HD Markar FM 101 FM 111 Pemko FM SLFHD FM HD B. Provide one of the above two models of continuous hinges as appropriate for the type, inset, and thickness of door where specified. Coordinate hinge types with the door supplier. C. All hinges must be rated to meet the minimum requirements of ANSI/BHMA A156.26-2000 Grade 1-600. D. Hinges must meet the requirements of UBC 7-2 1997 and UL10C. Hinges shall not require special pins of any type for fire ratings up to 90 minutes. Hinges shall be.UL listed without restrictions for gauge of metal or wall type. E. Continuous hinges with electrical through wire features shall be industry certified to meet a minimum of 5 million cycles and carry a minimum of 3.5 amperes at 24 volts per lead wire. Continuous hinges shall be serviceable and removable without de-mounting the door from the frame. Electric thru wire modification must be guaranteed for a minimum of five(5)years. 2.3 FLUSH BOLTS AND DUSTPROOF STRIKES A. Acceptable manufacturers: Manufacturer McKinne FB01M FB06M FBI2WFB2 FB04MFB1 DPS3 Trimco 3915 3810 N/A 3917 X 3850 3911 Door Controls 780 842NH 940 X 9BFB 840 X 8BFB 82 September 7,2011 Page 3 of 18 52 Ruben Castro Human Services Center DOOR HARWARE Moorpark, California SECTION 08710 B. Non-labeled Openings: Provide 2 flush bolts for inactive leaf of pairs of locked and latched doors. Locate centerline of top bolt not more than 78 inches from finished floor. Provide dustproof strike for bottom bolt. C. Labeled Openings: Provide automatic flush bolt set for inactive leaf of pairs of doors. Provide dustproof strike for bottom bolt as required. 2.4 LOCKSETS—MORTISE A. Acceptable Manufacturer and Series: Manufacturer Series Schlage L)000 B. Provide lock functions specified in Hardware Groups,with following provisions: 1. Locksets shall meet the requirements of ANSI/BHMA A156.13-1994, Operational Grade 1, and Security Grade 1. 2. Backsets: 2-3/4 inches. 3. Strikes: Provide wrought boxes and strikes with proper lip length to protect trim but not to project more than 1/8 inch beyond trim,frame or inactive leaf.Where required, provide open back strike and protected to allow practical and secure operation. 4. All locksets and latches are to be BHMA Certified. 2.5 LOCKSETS—CYLINDRICAL A. Acceptable Manufacturer and Series: Manufacturer Series Schlage ND Series 1. Backsets:2-3/4 inches. 2. Strikes: Provide wrought boxes and strikes with proper lip length to protect trim but not to project more than 1/8 inch beyond trim,frame or inactive leaf.Where required, provide open back strike and protected to allow practical and secure operation. 3. All locksets and latches are to be BHMA Certified. 2.6 EXIT DEVICES A. Acceptable Manufacturers: Manufacturer Sar ent 80 Series 30 Series Yale 7000 Series 2100 Series Corbin/Russwin ED5000 Series ED8000 Series B. Provide exit device series and functions as specified in Hardware Groups. Sargent product numbers are referenced in the Hardware Groups. C. All exit devices shall be UL listed for panic. Exit devices for labeled doors shall be UL listed as"Fire Exit Hardware". D. Where lever trim is specified, provide lever design to match lockset levers. E. Provide cylinders for exit devices with locking trim, key removable mullions and cylinder dogging. F. Provide cylinder dogging feature for non-rated exit devices. September 7,2011 Page 4 of 18 53 Ruben Castro Human Services Center DOOR HARWARE Moorpark, California SECTION 08710 G. Provide keyed removable mullions, as specified in the Hardware Groups. H. All exit devices are to be BHMA Certified. 2.7 MAGNETIC LOCKS A. Acceptable Manufacturers and Series: Manufacturer Securitron SAM B. Magnetic locks shall meet ANSI/BHMA Al 56.23-1992 classification criteria including a minimum holding force of 1200 LBF. C. Locks shall be equipped with a SPDT Magnetic Bond Sensing device to monitor whether sufficient magnetic holding force exists to ensure adequate locking. The bond sensor shall be fully concealed within the electromagnet to resist tampering or damage. D. Magnetic Locks shall be equipped with a concealed adjustable time delay option to re-lock the door, adjustable from 1 to 90 seconds. E. Provide power supplies for magnetic locks by the same manufacturer as locks. F. Provide fasteners, mounting brackets, and spacer bars required to suit details. 2.8 KEYING A. Acceptable Manufacturers and Types: Manufacturer Schlage Standard B. Master key or Grand master key cylinders and key in groups, unless otherwise specified. Factory masterkey with manufacturer retaining permanent keying records. C. Provide 6 masterkeys for each masterkey set. Provide 3 change keys for each lock. Provide 2 control keys for core removal. Stamp keys"DO NOT DUPLICATE." D. Submit proposed keying schedule to Architect. If requested, meet with'Owner and Architect to review schedule. E. Provide cylinders for each lock and exit device with construction.masterkeying. Owner's standard is'E' keyway. 2.9 COORDINATORS A. Acceptable Manufacturers: Manufacturer McKinney CSM 500 Series Trimco 3094 Series Quality CMS 500 Series Door Controls 1 600 Series B. Provide coordinator for labeled pairs of doors equipped with automatic flush bolts and those with vertical rod/mortise lock fire exit device combinations with astragals. C. Provide filler bars for total opening width, closer mounting brackets, carry bars, and special preparation for top latches where applicable. September 7, 2011 Page 5 of 18 54 Ruben Castro Human Services Center DOOR HARWARE Moorpark, California SECTION 08710 2.10 DOOR TRIM A. Acceptable Manufacturers and Types: Manufacturer McKinney DP503 P053 PB801 OP4513 OP810 Trimco 1013-3 1001-3 1741 1737 Quality 1510-5 40-5 473 484 B. Push Plates: 1. Push plates are to be 0.050"thick with four beveled edges. C. Push Bars: 1. McKinney type PB801, unless otherwise indicated. D. Pulls: 1. McKinney Series OP4015, unless otherwise indicated. 2. Where required, mount back to back with push bars. E. Kick Plates and Armor Plates: 1. Minimum of 0.050 inch thick, beveled 4 edges. 2. Height of 10 inches, unless otherwise indicated. F. Edge Guards: 1. Minimum .050"thick, stainless steel, 2. As noted in Hardware Groups. 2.11 DOOR CLOSERS A. Acceptable Manufacturers and Types of Exposed Closers: Manufacturer Norton 7500/PR7500 UNI-7500 Sari 351/351-P10 PR351 X O.H. Stop Yale 4400/PR4400 UNI-4400 Corbin/Russwin DC8000 DC8000-UNI B. Provide non-sized closers, adjustable to meet maximum opening force requirements of ADA. C. Provide drop plates, brackets, or adapters for arms as required to suit details. D. Mount closers on room side of corridor doors, inside of exterior doors,and stair side of stairway doors. E. Provide back-check for closers. F. Provide hold-open arms where indicated. G. Provide closers for doors as noted in Hardware Groups and, in addition, provide closers for labeled doors whether or not specifically noted in group. H. Provide closers meeting the requirements of UBC 7-2, 1997 and UL 10C positive pressure tests. I. All door closers shall be BHMA Certified. September 7,2011 Page 6 of 18 55 Ruben Castro Human Services Center DOOR HARW ARE Moorpark, California SECTION 08710 2.12 BI-FOLDING DOOR HARDWARE A. Acceptable Manufacturers and Types: Manufacturer Hafele HAWA P.C. Henderson B. Provide complete hardware sets for each opening specified with bi-folding door hardware. C. Include track, hangers,fasteners, guides, and all hardware required for a complete installation. 2.13 SLIDING DOOR HARDWARE A. Acceptable Manufacturers Manufacturer Hafele P.C. Henderson B. Provide complete hardware sets for each opening specified with sliding door hardware. C. Include track, hangers,fasteners, guides, and all hardware required for a complete installation. 2.14 POCKET DOOR HARDWARE A. Acceptable Manufacturers and types Manufacturer Hafele PC Henderson Pocket Door Kit B. Provide complete hardware sets for each opening specified with pocket door hardware. C. Include track, hangers,fasteners, guides, and all hardware required for a complete installation. 2.15 OVERHEAD STOPS A. Acceptable Manufacturers Manufacturer Rixson 10 Series 9 Series Sargent 1540 Series 590 Series Yale 500V Series 900V Series B. Provide overhead stops for doors equipped with regular arm surface type closer that swing more than 140 degrees before striking wall, and for doors that open against equipment, casework, sidelights, other objects that would make wall stops inappropriate. C. Provide sex bolt attachments for mineral core door application. September 7,2011 Page 7 of 18 56 Ruben Castro Human Services Center DOOR HARWARE Moorpark, California SECTION 08710 2.16 WALL STOPS AND HOLDERS A. Acceptable Manufacturers and Types: Manufacturer McKinney WSO1 WS02 FS29 FS01 ADH02 Trimco 1270WXCP 1270SVCP 1214H 1211 1261 Rockwood 407 410 481H 441 531 B. Provide wall stop as applicable,for each door leaf. If a wall stop cannot be used, use a floor stop. If neither a wall stop nor a floor stop can be used, provide an overhead stop. 2.17 THRESHOLDS A. Acceptable Manufacturers: McKinney, Pemko, and Reese Enterprises. Manufacturer McKinney MCK272A Pemko 272A B. Where thresholds are specified in hardware groups, provide MCK272A thresholds unless detailed otherwise. C. Refer to drawings for special details. Provide accessories, shims and fasteners. D. Where thresholds occur at openings with one or more mullions,they shall be cut for the mullions and extended continuously for the entire opening. 2.18 WEATHERSTRIPPING A. Acceptable Manufacturers and Product: Manufacturer Sweep Jamb Raindri McKinney MCK18062 NB MCK303 PK MCK346 Pemko 18062 NB 303 PK 346 B. Where weatherstripping is specified in hardware groups, provide MCK303_PK unless detailed otherwise. C. Provide self-tapping fasteners for weatherstripping being applied to hollow metal frames. D. Where sweeps are specified in hardware groups, provide MCK18061_NB unless detailed otherwise. E. Where rain drips are specified in hardware groups, provide MCK346C x full frame width, unless detailed otherwise. 2.19 GASKETING A. Acceptable Manufacturers: McKinney, Pemko, and Reese Enterprises. Refer to drawings for special details. Provide accessories, shims and fasteners. Manufacturer McKinney MCKS88D MCKHSS 2000 Pemko S88D HSS 2000 September 7,2011 Page 8 of 18 57 Ruben Castro Human Services Center DOOR HARWARE Moorpark, California SECTION 08710 B. Where smoke gasket is specified in hardware groups, provide MCKS88D, unless detailed otherwise. C. Provide gaskets for 20-minute doors and doors designated for smoke and draft control. D. Where frame applied intumescent seals are required by the manufacturer, provide gaskets that comply with UBC 7-2, 1997 and UL 10C positive pressure tests. 2.20 KEY CABINET A. Provide key cabinets by Lund Equipment,Telkee Incorporated, or Key Control. B. Lund Deluxe wall type cabinet, Series 1200. C. Provide cabinet with one hook for each lock or cylinder plus at least 50 percent extra hooks. D. Provide each hook with one non-removable security key tag and one snap-on link duplicate key tag. E. Provide tools, instruction sheets and accessories required to complete installation. F. Owner will place keys in key cabinet and complete index cards furnished with key system. 2.21 KEY MANAGEMENT SOFTWARE A. Provide Key Wizard®key management software. Provide a single license version (KW-SS1)or New Masterkey Version(DLKW1)as required. B. Software shall provide tracking, issuing, collecting and transferring information regarding keys, doors, and hardware. C. Provide training for Owner's personnel on the proper operation and application of the key management software. 2.22 FASTENERS A. Including, but not limited to,wood or machine screws, bolts, bolts, nuts, anchors, etc. of proper type, material, and finish required for installation of hardware. B. Use only manufacturer supplied fasteners to anchor, attach or otherwise install all pieces of hardware. C. Install all door closers and exit devices with machine screws,whether or not self-tapping(self-drilling)fasteners are offered by the manufacturer. Provide sex bolts(SNB)or through bolts(TB)at all fire rated wood doors unless proper blocking is provided by the door manufacturer. D. Use phillips head for exposed screws. Do not use aluminum screws to attach hardware. E. Provide self-tapping (TEC)screws for attachment of sweeps and stop-applied weatherstripping only. F. Replace all fasteners that have damaged heads due to improper installation methods. 2.23 TYPICAL FINISHES AND MATERIALS A. Finishes, unless otherwise specified: 1. Butts: Outswinging Exterior Doors a. US32D(BHMA 630)on Stainless Steel 2. Butts: Interior Doors and Inswinging Exterior Doors a. US26D(BHMA 652)on Steel 3. . Continuous Hinges: a. US28 (BHMA 628)on Aluminum 4. Flush Bolts: a. US26D(BHMA 626) on Brass or Bronze 5. Exit Devices: a. US32D(BHMA 630)on Stainless Steel 6. Locks and Latches: a. US26D(BHMA 626)on Brass or Bronze September 7,2011 Page 9 of 18 58 Ruben Castro Human Services Center DOOR HARWARE Moorpark, California SECTION 08110 7. Push Plates, Pulls and Push Bars: a. US32D(BHMA 630)on Stainless Steel 8. Coordinators: a. USP (BHMA 600)on Steel 9. Kick Plates,Armor Plates, and Edge Guards: a. US32D(BHMA 630)on Stainless Steel 10. Overhead Stops and Holders: a. US26D (BHMA 626)on Brass or Bronze 11. Closers: Surface mounted. a. Sprayed Aluminum Lacquer. 12. Latch Protectors: a. US32D (BHMA 630)on Stainless Steel 13. Miscellaneous Hardware: a. US26D(BHMA 626)on Brass or Bronze 2.24 ELECTRICAL SUBSTITUTIONS A. The electrical products contained within this specification represent a carefully engineered system. If alternate electrical products are submitted, it is the responsibility of the distributor to bear the cost of providing a complete and working system including re-engineering of electrical diagrams,wiring diagrams and system layout, as well as power supplies, power transfers and all required electrical components. Coordinate with electrical engineer and electrician to ensure that line voltage and low voltage wiring is coordinated to provide a complete and working system. PART 3 EXECUTION 3.1 EXAMINATION A. Examine doors, frames, and related items for conditions that would prevent the proper application of finish hardware. Do not proceed until defects are corrected. 3.2 INSTALLATION A. Prior to commencement of installation of the hardware,there shall be a pre-installation meeting of all installers with the factory representative or other appointed agent of hinges, door closers and exit devices to confirm that all installers are familiar with factory requirements for proper installation of the hardware. If the installers are factory trained and possess a current certification card,the pre-installation meeting is not required. B. Install finish hardware in accordance with reviewed hardware schedule and manufacturer's printed instructions. Prefit hardware before finish is applied, remove and reinstall after finish is completed. Install hardware so that parts operate smoothly, close tightly and do not rattle. C. Installation of hardware shall comply with NFPA 80 and NFPA 101 requirements. D. Set units level, plumb and true to line and location.Adjust and reinforce attachment to substrate as necessary for proper installation and operation. E. Drill and countersink units which are not factory-prepared for anchorage fasteners. Space fasteners and anchors in accordance with industry standards. F. Set thresholds for exterior doors in full bed of butyl-rubber or polyisobutylene mastic sealant,forming tight seal between threshold and surface to which set. Securely and permanently anchor thresholds, using countersunk non-ferrous screws to match color of thresholds(stainless steel screws at aluminum thresholds). September 7,2011 Page 10 of 18 59 Ruben Castro Human Services Center DOOR HARWARE Moorpark, California SECTION 08710 3.3 FIELD QUALITY CONTROL A. After installation has been completed, provide services of qualified hardware consultant to check Project to determine proper application of finish hardware according to schedule.Also check operation and adjustment of hardware items. B. Adjust door control devices to compensate for final operation of heating and ventilating equipment. 3.4 ADJUSTING AND CLEANING A. At final completion, hardware shall be left clean and free from disfigurement. Make final adjustment to door closers and other items of hardware.Where hardware is found defective repair or replace or otherwise correct as directed. B. Adjust door closers to meet opening force requirements of Uniform Federal Accessibility Standards. C. Final Adjustment:Wherever hardware installation is made more than one month prior to acceptance or occupancy of space or area, return to work during week prior to acceptance or occupancy, and make final check and adjustment of hardware items in such space or area. Clean operating items as necessary to restore proper function and finish of hardware and doors. D. Instruct Owner's personnel in proper adjustment and maintenance of door hardware and hardware finishes. E. Clean adjacent surfaces soiled by hardware installation. 3.5 PROTECTION A. Provide for proper protection of items of hardware until Owner accepts Project as complete. 3.6 HARDWARE GROUPS A. The following schedule of hardware groups shall be considered a guide only, and the supplier is cautioned to refer to general conditions, special conditions, and the preamble to this section. It shall be the hardware supplier's responsibility to furnish all required hardware. 3.7 HARDWARE GROUPS SET#01 2 Continuous Hinge MCK-12HD CLEAR MC 1 Exit Device 43 8410 X 862 32D SA 1 Exit Device 43 LC 8410 106 X 862 32D SA 1 Cylinder 26-091T 626 SC 1 Core 23-030 626 SC 2 Closer PR7500 689 NO 2 Drop Plate 7788 689 NO 2 Door Stop FS29 US26D MC 2 Sweep MCK18062 CNB MW 1 Threshold MCK272A MS&A MW NOTE: Seals are furnished by the door supplier. SET#02 2 Continuous Hinge MCK-25HD CLEAR MC 1 Auto Flush Bolt Set FB06M US26D MC 1 Dust Proof Strike DPS3 US26D MC 1 Entrance Lock L9453T 06A 626 SC 1 Cylinder Core 23-030 626 SC 1 Coordinator CSM500 BLACK MC September 7, 2011 Page 11 of 18 60 Ruben Castro Human Services Center DOOR HARWARE Moorpark, California SECTION 08710 2 Mounting Bracket MBAB/C PRIMED MC 1 Astragal MCK357 SP MW 2 Closer PR7500 689 NO 2 Kickplate KP50 10"X 2"LDW US32D MC 2 Wall Stop WS01 (Convex) US32D MC I Raindrip MCK346 C MW 1 Weatherstrip MCK303 APK(Head&Jamb) MW 2 Sweep MCK18062 CNB MW I Threshold MCK272A MS&A MW SET#02A 1 Continuous Hinge MCK-25HD CLEAR MC 1 Continuous Hinge MCK-25HD PT CLEAR MC I Power Transfer EL-EPT SN I Auto Flush Bolt Set FB06M US26D MC 1 Dust Proof Strike DPS3 US26D MC I Classroom Lock L9070T 06A 626 SC 1 Cylinder Core 23-030 626 SC 1 Electric Strike 310-23/4 630 FA 1 Coordinator CSM500 BLACK MC 2 Mounting Bracket MBAB/C PRIMED MC I Astragal MCK357 SP MW 2 Closer PR7500 689 NO 2 Kickplate KP50 10"X 2"LDW US32D MC 2 Wall Stop WS01 (Convex) US32D MC 1 Raindrip MCK346 C MW 1 Weatherstrip MCK303 APK(Head&Jamb) MW 2 Sweep MCK18062 CNB MW 1 Threshold MCK272A MS&A MW I Wiring Harness QC-C300P MC 1 Wiring Harness QC-C1500P MC I Power Supply BPS-24-1 SN The access control system is furnished by the security contractor. SET#03 3 Hinges TA2314 4 1/2 X 4 1/2 NRP 32D MC 1 Exit Device 43 LC 8804 Less Pull 32D SA 1 Cylinder 26-057ICX 626 SC 1 Cylinder Core 23-030 626 SC 1 Door Pull VR02 US32D MC 1 Closer P7500 689 NO 1 Kickplate KP50 10"X 2"LDW US32D MC 1 Wall Stop WS01 (Convex) US32D MC 1 Raindrip MCK346 C MW I Weatherstrip MCK303 APK(Head&Jamb) MW 1 Sweep MCK18062 CNB MW 1 Threshold MCK272A MS&A MW SET#04 3 Hinges TA2314 4 1/2 X 4 1/2 NRP 32D MC I Exit Device LC 3828 x 28-K HTB EN SA 1 Cylinder 26-057ICX 626 SC 1 Cylinder Core 23-030 626 SC 1 Closer P7500 689 NO September 7, 2011 Page 12 of 18 61 Ruben Castro Human Services Center DOOR HARWARE Moorpark, California SECTION 08710 1 Overhead Door Holder 2 689 NO 1 Raindrip MCK346 C MW 1 Weatherstrip MCK303 APK(Head&Jamb) MW I Sweep MCK18062 CNB MW 1 Threshold MCK272A MS&A MW SET#05 4 Hinges TA2314 4 1/2 X 4 1/2 NRP 32D MC 1 Exit Device LC 3828 x 28-K HTB EN SA I Cylinder 26-057ICX 626 SC 1 Cylinder Core 23-030 626 SC I Cylinder Pull CR I S US32D MC 1 Closer P7500 689 NO I Wall Stop WSO1 (Convex) US32D MC 1 Raindrip MCK346 C MW I Weatherstrip MCK303 APK(Head&Jamb) MW 1 Sweep MCK18062 CNB MW 1 Threshold MCK272A MS&A MW SET#06 3 Hinges T4A3386 4 1/2 X 4 1/2 NRP 32D MC 1 Exit Device LC 3828 x 28-K HTB EN SA I Cylinder 26-057ICX 626 SC I Cylinder Core 23-030 626 SC I Closer P7500 x 20185 689 NO 1 Overhead Door Holder 2 689 NO 1 Raindrip MCK346 C MW I Weatherstrip MCK303 APK(Head&Jamb) MW 1 Sweep MCK18062 CNB MW I Threshold MCK272A MS&A MW SET#07 4 Hinges TA2314 4 1/2 X 4 1/2 NRP 32D MC 1 Exit Device 43 LC 8804 Less Pull 32D SA 1 Cylinder 26-057ICX 626 SC 1 Cylinder Core 23-030 626 SC 1 Door Pull VR02 US32D MC 1 Closer UNI-J-7500 689 NO 1 Kickplate KP50 10"X 2"LDW US32D MC 1 Raindrip MCK346 C MW 1 Weatherstrip MCK303 APK(Head&Jamb) MW 1 Sweep MCK18062 CNB MW 1 Threshold MCK272A MS&A MW SET#08 3 Hinges TA2314 4 1/2 X 4 1/2 NRP 32D MC 1 Storeroom Lock L9080T 17A Less Outside trim 626 SC 1 Cylinder Core 23-030 626 SC 1 Cylinder Pull CRIS US32D MC 1 Overhead Door Holder 2 689 NO 1 Raindrip MCK346 C MW 1 Weatherstrip MCK303 APK(Head&Jamb) MW 1 Sweep MCK18062 CNB MW 1 Threshold MCK272A MS&A MW September 7, 2011 Page 13 of 18 62 Ruben Castro Human Services Center DOOR HARWARE Moorpark, California SECTION 08710 SET#09 3 Hinges TA2714 4 1/2 X 4 1/2 26D MC 1 Entrance Lock L9453T 06A 626 SC I Cylinder Core 23-030 626 SC 1 Closer 7500 689 NO 1 Dome Stop FSO1 US26D MC 1 Weatherstrip MCK303 APK(Head&Jamb) MW 1 Sweep MCK18062 CNB MW 1 Threshold MCK272A MS&A MW SET#10 6 Hinges TA2714 4 1/2 X 4 1/2 26D MC 1 Auto Flush Bolt Set FBI2WFB2 US26D MC 1 Entrance Lock L9453T 06A 626 SC 1 Cylinder Core 23-030 626 SC 1 Coordinator CSM500 BLACK MC 1 Astragal MCK355 CS MW 2 Closer 7500 689 NO 2 Kickplate KP50 10"X 2"LDW US32D MC 2 Wall Stop WSO1 (Convex) US32D MC 2 Door Silencers S1M MC SET#11 3 Hinges TA2714 4 1/2 X 4 1/2 26D MC 1 Entrance Lock L9453T 06A 626 SC 1 Cylinder Core 23-030 626 SC 1 Closer 7500 689 NO 1 Kickplate KP50 10"X 2"LDW US32D MC 1 Overhead Stop 1-336 US32D RF 3 Door Silencers Sim MC SET#12 3 Hinges TA2714 4 1/2 X 4 1/2 26D MC 1 Classroom Lock ND70TD SPA 626 SC 1 Cylinder Core 23-030 626 SC 1 Closer 7500 689 NO 1 Kickplate KP50 10"X 2"LDW US32D MC 1 Wall Stop WS01 (Convex) US32D MC 3 Door Silencers Sim MC SET#12A 3 Hinges TA2714 4 1/2 X 4 1/2 26D MC 1 Storeroom Lock ND80TD SPA 626 SC 1 Electric Strike 4500 630 HES 1 Cylinder Core 23-030 626 SC 1 Closer 7500 689 NO 1 Kickplate KP50 10"X 2"LDW US32D MC 1 Wall Stop WS01 (Convex) US32D MC 3 Door Silencers SIM MC 1 Power Supply BPS-24-1 SN The access control system is furnished by the security contractor. September 7, 2011 Page 14 of 18 63 Ruben Castro Human Services Center DOOR HARWARE Moorpark, California SECTION 08710 SET#13 3 Hinges TA2714 4 1/2 X 4 1/2 26D MC 1 Privacy Latch ND40S SPA 626 SC 1 Closer 7500 689 NO 1 Kickplate KP50 10"X 2"LDW US32D MC I Wall Stop WS02(Concave) US32D MC 3 Door Silencers Sim MC SET#14 3 Hinges TA2714 4 1/2 X 4 1/2 26D MC 1 Office Lock ND53TD SPA 626 SC I Cylinder Core 23-030 626 SC I Wall Stop WS02(Concave) US32D MC 3 Door Silencers Sim MC SET#15 3 Hinges TA2714 4 1/2 X 4 1/2 26D MC 1 Push Plate P053 US32D MC 1 Door Pull DP503 US32D MC I Closer P7500 689 NO I Kickplate KP50 10"X 2"LDW US32D MC 1 Wall Stop WS01 (Convex) US32D MC 3 Door Silencers Sim MC SET#16 3 Hinges TA2714 4 1/2 X 4 1/2 26D MC 1 Storeroom Lock ND80TD SPA 626 SC 1 Cylinder Core 23-030 626 SC 1 Wall Stop WS01 (Convex) US32D MC 3 Door Silencers Sim MC SET#17 3 Hinges TA2714 4 1/2 X 4 1/2 NRP 26D MC 1 Classroom Lock ND70TD SPA 626 SC I Cylinder Core 23-030 626 SC 1 Closer P7500 689 NO I Kickplate KP50 10"X 2"LDW US32D MC I Wall Stop WSO1 (Convex) US32D MC 3 Door Silencers Sim MC SET#18 3 Hinges TA2714 4 1/2 X 4 1/2 NRP 26D MC 1 Storeroom Lock ND80TD SPA 626 Sc I Cylinder Core 23-030 626 SC 1 Overhead Stop 9-336 630 RX 3 Door Silencers Sim MC SET#19 3 Hinges TA2714 4 1/2 X 4 1/2 26D MC 1 Classroom Lock ND70TD SPA 626 SC 1 Cylinder Core 23-030 626 SC 1 Wall Stop WS01 (Convex) US32D MC 3 Door Silencers Sim MC September 7, 2011 Page 15 of 18 64 Ruben Castro Human Services Center DOOR HARWARE Moorpark, California SECTION 08710 SET#20 3 Hinges TA2714 4 1/2 X 4 1/2 26D MC 1 Privacy Latch ND40S SPA 626 SC 1 Closer P7500 689 NO 1 Kickplate KP50 10"X 2"LDW US32D MC 1 Wall Stop WSO1 (Convex) US32D MC 3 Door Silencers Sim MC SET#21 3 Hinges TA2714 4 1/2 X 4 1/2 26D MC 1 Passage Latch ND10S SPA 626 SC 1 Wall Stop WS01 (Convex) US32D MC 3 Door Silencers Sim MC SET#22 3 Hinges TA2714 4 1/2 X 4 1/2 26D MC 1 Privacy Latch ND40S SPA 626 SC 1 Closer UNI-J-7500 689 NO 1 Kickplate KP50 10"X 2"LDW US32D MC 3 Door Silencers SIM MC SET#23 3 Hinges TA2714 4 1/2 X 4 1/2 26D MC I Push Plate P053 US32D MC 1 Door Pull DP503 US32D MC 1 Closer 7500 689 NO 1 Kickplate KP50 10"X 2"LDW US32D MC 1 Wall Stop WSO1 (Convex) US32D MC 3 Door Silencers Sim MC SET#24 3 Hinges TA2714 4 1/2 X 4 1/2 26D MC 1 Push/Pull Latch 28 115 5"B.S. 26D SA 1 Closer 7500 DA 689 NO I Kickplate KP50 10"X 2"LDW US32D MC I Wall Stop WS01 (Convex) US32D MC 3 Door Silencers Sim MC SET#25 2 Bifold Hardware Set Al Fresco 75/M HAFE SET#26 6 Hinges TA2714 4 1/2 X 4 1/2 NRP 26D MC 2 Surface Bolt SB08P US26D MC 1 Storeroom Lock ND80TD SPA 626 SC 1 Cylinder Core 23-030 626 SC I Astragal MCK355 CS MW 2 Overhead Stop 10-336 652 RX 2 Door Silencers Sim MC SET#27 1 Symmetric Bi-Parting Door HAWA 80B SYMMETRIC HAFE September 7, 2011 Page 16 of 18 65 Ruben Castro Human Services Center DOOR HARWARE Moorpark, California SECTION 08710 Hdwe 2 Wire Pull 853 US32D RO SET#28 1 Pocket Door Pull PDPO1 US26D MC I Pocket Door Framing Kit 940.94.XXX HAFE 1 Sliding Door Hardware HAWA JUNIOR 80B HAFE SET#29 1 Angle Mounting Hardware 940.40.XXX HAFE 1 Sliding Door Hardware HAWA JUNIOR 80/13 HAFE 2 Wire Pull 853 US32D RO SET#30 2 Telescoping Door Kit HAWA TELESCOPIC 80/3 HAFE 2 Pocket Door Latch PDPO1 US26D MC SET#31 2 Sliding Door Hardware HBP200A PE 2 Flush Pull FP02 US26D MC SET#32 1 Shear Magnalock SAM US32D SN I Power Supply BPS-24-1 SN 1 Battery B-24-5 SN 1 Emergency Exit But. EEB2 SN NOTE:The balance of the hardware is to be furnished by the gate supplier. SET#33 1 Exit Device 33A-EO X 1609J US26D VO 1 Closer 7500 X 7798 689 NO 2 Padlock KSlID3300 SC 2 Cylinder Core 23-030 626 SC 2 Surface Bolt SBO12P US26D MC NOTE:The balance of the hardware is to be furnished by the gate supplier. Install flush bolt on active leaf to only lock in open position. Install flush bolt on inactive leaf to lock in both open and closed positions. SET#34 1 Padlock KS11D3300 SC 2 Cylinder Core 23-030 626 SC 1 Surface Bolt SBO12P US26D MC NOTE:The balance of the hardware is to be furnished by the gate supplier. SET#35 1 Exit Device 438510 32D SA 1 Closer UNI7500H 689 SRI NO 1 Corner Bracket 7798 689 SRI NO NOTE:The balance of the hardware is to be furnished by the gate supplier. September 7, 2011 Page 17 of 18 66 barn hart EXHIBIT AA Baftir ON" Ruben Castro Human Service Center Recommendation for Agreement Amendment#6.24 Steelcon, Inc, Bid Package#6, STRUCTURAL STEEL& MISC. METALS TO: Hugh R. Riley, Assistant City Manager FROM: Dennis Kuykendall, Sr. Project Manager DATE: April 12, 2013 SUBJECT: RFI #99R2 Modifications to Roof Bent Plate Summary. RFI # 99R2 provided direction to modify the 1/4" bent plate along portions of the exterior walls to assist in alignment of exterior metal stud framing. Impact to Bid Package#6 is for the material and labor to modified previously installed structural steel bent plate. Pricing was received and subsequently reviewed and found acceptable by the CM. Financial Summary Agreement Amount $ 1,101,575.00 Contingency Amount $ 110,157.50 Previous Approved Amendments within Cont. #1, #2, #3  $ 110,157.50 Previous Requested Amendments within Cont. $ - Subtotal Proposed and Approved Amendments $ 110,157.50 Proposed Revised Agreement Amount $ 1,211,732.50 Contingency Balance $ - Steelcon, Inc. COR COR#15 $ 4,671.47 Previous Requested Amend. outside Cont. COR#13, 13rev, 13add#1 $ 8,373.18 Previous Approved Amend. outside Cont. $ 22,158.71 Total Proposed Revised Agreement Amount $ 1,246,935.86 Site is an addition to Building B of$4,671.47. Schedule Impact No impact to Project Scheduling responsible to Bid Package#6. Recommendation: Authorize issuance of Amendment to the Agreement between the City and Steelcon, Inc. formally authorizing the additional scope of work. 67 Page 1 of 2 RECEIVED By zgallegos a 10.22 am, Oct`28, 20fi1r 11 — Request for Ir &rrra I a"—IfOUP Beams Project [10935] - Ruben Castro Human Date 10/28/2011 Services Center Construction Project 10935000 Number Balfour Beatty Construction 799 Moorpark Avenue Moorpark, CA 93021 RFI No. 0099R2 Fax: 866-523-5686 Primary Responder Emily Kay Date 10/28/2011 HMC Architects Status Submitted 633 W. 5th Street third floor Resolved Date Los Angeles, CA 90071-2005 Reason for Request Alternate Proposal USA Action Requested Confirmation CC Probable Cost Effect From Jeff Hammond Probable Time Effect Balfour Beatty Construction Priority Critical Response Due 10/31/2011 Subject Edge of deck stud clip bldg A line 7.1 Drawing No. L 12/S 1.6 Detail No./Paragraph CSI Code Information Requested RFI 99R1 answer #1 says that the "air-ey=ed 14Ga, isaseePt@-h1e for 2-44"gap." At bldg A, grid 7.2 at column line A, there is a 1-1/2" gap between the stud &the bent plate. At column line B it is a 2- 3/4"gap (the bent plate runs askew). See attached SK-1 &SK-2 for modifications that need to be made to the 14Ga. clip so it will work for all stud clips that are attached to the bent plate along grid 7.1. Please review &advise if these sketches are acceptable. Recommendation As stated in response to RFI No. 99R1, Use of 14 GA. clip is limited to gap size of 1 1/2 in. max. 1/4 bent plate _Posted to Drawings shall be used for gap size of 2 3/4 in. max. Refer to Subcontractor Name SDI response to previous RFI No. 99R1 for clip or bent plate Subcontractor's RFI# 33R1 required dimensions. ss @ TTG 10-31-11 Response Information Responder Date Response Emily Kay Disclaimer 10/28/2011 68 Page 2 of 2 Emily Kay (HMC Architects) Authorized Signature Printed Name Date Linked Documents Document Type IDocument lopen IDescription I Date I Size (KB) File ISDI RFI 33Ri.pdf ISDI RFI 33Rl.pdf 1 10/28/2011684.07 Distribution Recipient Company Method Date Dennis Balfour Beatty Email: dkuykendall @barnhart- 10/28/2011 Kuykendall Construction balfourbeatty.com Emily Kay HMC Architects Email: emily.kay @hmcarchitects.com 10/28/2011 Jeff Hammond Balfour Beatty Email: jhammond @barnhart- 10/28/2011 Construction balfourbeatty.com John Squillace, Balfour Beatty Email: jrsquillace @balfourbeattyus.com 10/28/2011 Jr. Construction Zakiel Gallegos HMC Architects Email: Zakiel.Gallegos @hmcarchitects.com 10/28/2011 10/28/2011 69 Standard Drywall Inc. Request For Information Ruben Castro Human Services Job #C-4592 Architect: HMC SDI RFI No: 033R1 Contractor: Balfour Beatty Construction Const. RFI No: 099R2 Attn: John Squillace. Jr. Date: 10/27/11 Subject: Edge of deck stud clip bldg A line 7.1 Drawing No: See attached SK-1, Sk-2 &RFI 099 clip detail Spec. section: Information Requested: RFI 099R1 answer#1 says that the approved 14Ga. is acceptable for a max. 2-/4"gap. At bldg A grid 7.2 at column line A there is a 1-%2"gap between the stud&the bent plate. At column line B it is a 2-3/4"gap(the bent plate runs askew) Please see SK-1 & SK-2 for modifications that need to be made to the 14Ga. clip so it will work for all stud clips that are attached to the bent plate along grid 7.1 &advise if acceptable. Suggested course of action: Submitted by: Mark Louk Date Response Required: Urgent Schedule Impact: Cost Impact: Response: Response by: 70 i ' ! Y exr:-rs toy I toe I e i 3 i � 3 P 1 i i 53 } 71 N N f x s d f P' ) It Ail � ATTACHMENT 2 RESOLUTION NO. 2013- A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MOORPARK, CALIFORNIA, AMENDING THE FISCAL YEAR 2012/13 BUDGET TO APPROPRIATE $13,100 FROM THE RDA-SA 2006 TAB PROCEEDS FUND (9104) TO COVER THE COST OF AMENDMENT NO. 5 TO STEELCON INC. AGREEMENT WHEREAS, on June 20, 2012, the City Council adopted the Operating and Capital Improvement Budget for Fiscal Year 2012/13; and WHEREAS, on October 14, 2012 the State of California Department of Finance approved the Recognized Obligation Payment Schedule III (ROPS III) for the period January 1, 2013 through June 30, 2013; which included the Ruben Castro Human Services Center Project (CIP 5020) and the obligation to Steelcon, Inc. for structural steel, miscellaneous metals, metal decking, fences and gates; and WHEREAS, a staff report has been presented to City Council discussing the changes requested or required during the construction CIP 5020 and the need to execute Amendment No. 5 to the Agreement with Steelcon, Inc.; and WHEREAS, changes to the work, which have already been completed by the contractor, include modifications to the courtyard fencing and gates, and modifications to the structural, bent angles at the extension of Building B; and WHEREAS, an additional appropriation of $13,100 is requested from the RDA- SA 2006 TAB Proceeds Fund (Fund 9104) to cover the cost of Amendment No. 5; and WHEREAS, Exhibit "A" hereof describes said budget amendment and its resultant impacts to the budget line item. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF MOORPARK DOES HEREBY RESOLVE AS FOLLOWS: SECTION 1. A budget amendment allocating $13,100 from the RDA-SA 2006 TAB Proceeds Fund (Fund 9104) for the modifications covered in Amendment No. 5 to the Agreement with Steelcon, Inc., as more particularly described in Exhibit "A" attached hereto is hereby approved. SECTION 2. The City Clerk shall certify to the adoption of this resolution and shall cause a certified resolution to be filed in the book of original resolutions. 74 Resolution No. 2013- Page 2 PASSED AND ADOPTED this 15th day of May, 2013. Janice S. Parvin, Mayor ATTEST: Maureen Benson, City Clerk Attachment: Exhibit A— Budget Amendment 75 Resolution No. 2013- Page 3 EXHIBIT A BUDGET AMENDMENT FOR RDA-SA 2006 TAB PROCEEDS FUND 9104 TO COVER THE MODIFICATIONS IN AMENDMENT NO. 5 OF THE AGREEMENT WITH STEELCON INC. FOR THE CONSTRUCTION OF THE RUBEN CASTRO HUMAN SERVICES CENTER PROJECT 5020 FY 2012/13 FUND ALLOCATION FROM: FUND TITLE FUND ACCOUNT NUMBER AMOUNT RDA-SA 2006 TAB Proceeds 9104-5500 $13,100 Total $13,100 DISTRIBUTION OF APPROPRIATION TO EXPENSE ACCOUNTS: CURRENT ADJUSTED BUDGET NUMBER BUDGET REVISION BUDGET 2701-2100-5020-9601 $17,625.26 $0.00 $17,625.26 4004-2410-5020-9620 $2,690,829.50 $0.00 $2,690,829.50 9101-2411-5020-9603 ($3,020.00) $0.00 ($3,020.00) 9101-2411-5020-9620 ($1 ,278,992.55) $0.00 ($1 ,278,992.55) 9104-2411-5020-9601 ($58,980.35) $0.00 ($589980.35) 9104-2411-5020-9603 $18,152.67 $0.00 $18,152.67 9104-2411-5020-9620 $175,458.54 $13,100.00 $188,558.54 9104-2411-5020-9625 $58,372.50 $0.00 $58,372.50 9104-2411-5020-9632 $10,451 .16 $0.00 $10,451 .16 9104-2411-5020-9650 $427,000.00 $0.00 $427,000.00 Total $2,056,896.73 $13,100.00 $2,069,996.73 Finance approval: 76