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AGENDA REPORT 2012 1205 CCSA REG ITEM 10M
ITEM 10.M. MOORPARK CITY COUNCIL - AGENDA REPORT - - TO: Honorable City Council FROM: Hugh R. Riley, Assistant City M=sultannt BY: Ky Spangler, Special Project C DATE: November 26, 2012 (CC Meeting of 12/5/12) SUBJECT: Consider Additional Funding for Structural Steel and Miscellaneous Metals Additions and Revisions and Amendment No. 4 to the Agreement with Steelcon, Inc., for the Ruben Castro Human Services Center 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 three 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. 196 Honorable City Council December 5, 2012 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 Current Agreement Amount $1,231,400.43 Amendment No. 4 Increase size of trash enclosure and roof structure $ 1,457.22 Provide end caps for horizontal trellis supports $ 264.85 Modify exterior decking canopy between buildings $ 768.71 Total Amendment No. 4 Amount $ 2,490.78 Revised Agreement Amount $1,233,891.21 Currently there is no contingency remaining within Steelcon's contract. The cost for the additions, revisions, and associated labor and materials is $2,490.78, which exceeds the available contingency; therefore staff is seeking the approval of this additional amount. FISCAL IMPACT The Fiscal Year 2012/2013 Capital Improvement budget for the Ruben Castro Human Services Center (Fund 5020) is $13,770,119. To date $12,017,801 has been expended with $1,488,816 left in encumbrances and $263,501 available project balance. Therefore, no additional funds need to be budgeted for the proposed work at this time. Sufficient funds exist in the budget to cover this work. STAFF RECOMMENDATION Approve additional funding in the amount of $2,490.78 for structural steel and miscellaneous metals for the Ruben Castro Human Services Center and authorize the City Manager to execute Amendment No. 4 in the amount of $2,490.78 to Steelcon, Inc., subject to final language approval of the City Manager and City Attorney. Attachment 1: Amendment No. 4 to Steelcon, Inc. 197 FOURTH AMENDMENT TO AGREEMENT 2011-073 FOR BID PACKAGE #6 — STRUCTURAL STEEL AND MISCELLANEOUS METALS AT THE RUBEN CASTRO HUMAN SERVICES CENTER THIS FOURTH AMENDMENT TO THE AGREEMENT FOR BID PACKAGE #6 — STRUCTURAL STEEL AND MISCELLANEOUS METALS ("Fourth Amendment"), is made and entered into this day of , 2012, ("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 to one million two hundred thirty-one thousand four hundred dollars and forty-three cents ($1,231,400.43); and WHEREAS, the CITY wishes to further amend the Agreement to increase the size of the trash enclosure at the northeast corner of the project per revisions by the civil engineer of record at a cost not-to-exceed one thousand four hundred fifty-seven dollars and twenty-two cents ($1,457.22) as described in the CONTRACTOR'S Change Order Request #24 (6.20) dated September 17, 2012, and incorporated herein as Exhibit W to the Agreement by this Fourth Amendment; and Construction Agreement Page 1 of 3 Fourth Amendment Between City of Moorpark and Steelcon, Inc. 198 WHEREAS, the CITY wishes to further amend the Agreement to provide and install end caps on horizontal steel trellis pipe supports per the recommendation of the architect of record at a cost not-to-exceed two hundred sixty-four dollars and eighty-five cents ($264.85) as described in the CONTRACTOR'S Change Order Request #25 (6.21) dated August 28, 2012, and incorporated herein as Exhibit X to the Agreement by this Fourth Amendment; and WHEREAS, the CITY wishes to further amend the Agreement to provide the labor and material to install a modified metal decking termination on the canopy of Building A per the direction of the architect of record at a cost not-to-exceed seven hundred sixty-eight dollars and seventy-one cents ($768.71) as described in the CONTRACTOR'S Change Order Request #26 (6.22) dated August 28, 2012, and incorporated herein as Exhibit Y to the Agreement by this Fourth Amendment, and WHEREAS, the total dollar amount of $2,490.78 exceeds the ten percent (10%) contingency amount approved with the original Agreement, and WHEREAS, on December 5, 2012, the City Council of the City of Moorpark approved additional funding for these structural steel and miscellaneous metals additions, revisions and changes. NOW, THEREFORE, in consideration of the mutual covenants, benefits, and premises herein stated, the parties hereto AMEND the aforesaid Agreement as 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 revisions to the size of the northeast trash enclosure and associate roof structure per civil engineer design revisions per Instruction Bulletin #9 issued by the architect of records and per Change Order#24 (6.20); and • install thirty-two (32) galvanized metal end caps on the horizontal round trellis supports per the architect of record's response to RFI #321 and per Change Order#25 (6.21); and • modify the metal decking termination on the exterior canopy of Building A to occur before the radius soffit between Buildings A and B per RFI #325 issued by the architect of record, and per Change Order#26 (6.22). The Scope of Services for the additional structural steel work is described in the Change Orders dated September 17 and August 28, 2012, respectively, attached hereto and incorporated herein as Exhibits W, X, and Y to the Agreement by this Fourth Amendment. Construction Agreement Page 2 of 3 Fourth Amendment Between City of Moorpark and Steelcon, Inc. 199 11. Section 7 of the Agreement is amended to include: CITY hereby increases the not-to-exceed amount of $1,231,400.43 under this Agreement by $2,490.78 to $1,233,891.21. 111. 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 W— Change Order Request #24 dated September 17, 2012 (6.20) Exhibit X — Change Order Request #25 dated August 28, 2012 (6.21) Exhibit Y — Change Order Request #26 dated August 28, 2012 (6.22) Construction Agreement Page 3 of 3 Fourth Amendment Between City of Moorpark and Steelcon, Inc. 200 barnhar'`t EXHIBIT W (6.20) 08110up B lt#y Ruben Castro Human Service Center Recommendation for Agreement Amendment#6.20 Steelcon, Inc, Bid Package#6, STRUCTURAL STEEL & MISC. METALS TO: Hugh R. Riley, Assistant City Manager FROM: Dennis Kuykendall, Sr. Project Manager DATE: September 17, 2012 SUBJECT: IB #9 — Civil revisions which included the enlargement of the North/East trash enclosure structure. Summary: IB #9 included revisions that increased the size of the North/East trash enclosure & roof structure. Impact to Bid Package #6 is for the material and shipping costs of the larger metal decking material that will be used for the trash enclosure roof. 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  $ 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#24 $ 1,457.22 Previous Requested Amend. outside Cont. $ - Previous Approved Amend. outside Cont. #3 $ 19,937.93 Total Proposed Revised Agreement Amount $ 1,233,127.65 Site is an addition of$1,457.22. 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. 201 nalfoup Beatty Construction PROJECT#8032 - Ruben Castro Human Services Center RFI#: Field File#: ISO Bulletin#: i Barnhart CO#: Owner CO#: Posted Date/By: Description of Change: C i v;l R ev?s;a n Subcontractor Date Sent Response Amount Comments Sew al �Q Z D s Z ar.oS evn# U i_ ✓ es ad i i oK a i 4w ok t,- is37 01Z a COR #►a 7 Z Proved e- 6,,rJ1-v or slo� cu} . ? 4SSof i,.Q r alb'u, easy G V 4t,e r-0(A %l s7.a C.aR a`I 202 EXHIBIT X (6.21) STEELCON, Inc. 2677 South Chestnut Avenue Fresno CA 93725-2113 ph.(559)266-3823 fax(559)266-3019 emailSteelcon8l@aol.com ITEM Change Order Request DESCRIPTION: RFI#321 Contractor STEELCON,Inc.Bid Package#6 #25 added cost to deliver FOB lobsite Project Ruben Castro Human Services Center 32 ea slip-on end ceps for trellis pipes DATE August 28,2012 REV DATE FORM FOR EXTRA WORK AND/OR DEDUCTIVE WORK SHOP COSTS list each If,more than one ADDITIVE DEDUCTIVE 1 0.0 @ 0.00 DETAILING LABOR TOTAL $ 0.00 $ 0.00 2 0.0 @ 50.00 SHOP LABOR TOTAL $ 0.00 $ 0.00 3 MATERIALS TOTAL $ 0.00 $ 0.00 4 SUBTOTAL#1 (LINES 1,2&3) $ 0.00 $ 0.00 5 CONTRACTOR'S OVERHEAD AND PROFIT FOR SUBTOTAL#1(LINE 4) 15$ $ 0.00 6 SUBTOTAL#2(LINES 4&5) $ 0.00 $ 0.00 FIELD COSTS ADDITIVE DEDUCTIVE 7 0.0 @ 84.03 FIELD LABOR TOTAL $ 0.00 $ 0.00 7.1 0.0 a 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 s$ 7.06 $ 0.00 14 Freight,Buyouts OTHER $ 156.55 $ 0.00 15 BOND $ 9.82 $ 0.00 16 GRAND TOTALS $ 173.43 $ 0.00 17 NET TOTAL FOR C.O.R. $ 173.43 18 TIME EXTENSION REQUESTED 4 DAYS NOTE:If weep hole Is required In end cap add S for shop labor will be applied,see alternates 203 ST E E L C O N, Inc. proposal Form Break Use in conjunction with Steelcon Down Bid Package#6 Structural Steel and Miscellaneous Metals Change Order Request #25 08128/12 PROJECT: City of Moorpark Ruben Castro Human Services Center TRADE: Structural 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 uN1TCOST F QTY UNIT TOTAL Field Supervision N/A $115.001 / hr $0.00 Erection N/A $96.631 / hr $0.00 Fabrication N/A $57.50 / hr $0.00 Structural Steel Joist WA $0.00 / ton $0.00 Joist Girders WA 0.00 / ton $0.00 Roof Deck- N/A 0.00 / scift $0.00 Floor Deck- N/A $0.00 / sq It $0.00 Columns N/A $0.00 / ea $0.00 WFBeams N/A $0.00 / lb $0.00 Channels N/A $0.001 / lb $0.00 Tubing N/A $0.001 1 LF $0.00 X Bracing N/A 0.00 / lb $0.00 Misc.Iron Stairs N/A $0.00 / If $0.00 Bollards WA 10.001 / ea $0.00 Angles N/A so-001 / lb $0.00 Bike Racks WA 10.001 / ea $0.00 Ladders N/A 10.001 / If $0.00 Roof openings WA $0.00 / lb $0.00 Site Cast Embeds WA 0.00 / lb $0.00 Flat Bar&Plate N/A $0.001 / lb $0.00 Other-Bolts N/A $0.001 / ea 1 $0.00 Other Costs Safety Cable N/A $0.00 / If $0.00 Second Mobilization N/A $0.00 / Be $0.00 Lifts&Fork WA $0.00 / ea $0.00 Field Hand Tools WA $0.00 / ea 0.00 Welding Machine WA $0.00 / hr $0.00 Touch Up Paint Field Welds WA $0.00 / hr 0.00 Material Drops WA $0.00 / ea $0.00 Consumables N/A $0.00 / ea $0.00 Shop Drawing Draftin N/A $0.00 / hr $0.00 Subouts-Metal Deck N/A $0.00 / ea $0.00 Other-Field Measure N/A $0.00 / ea $0.00 Other-Travel&Subsistence N/A $0.00 / ea $0.00 Other-Buyouts lot $88.55 1 / ea $88.55 Freight-inbound&Outbound lot $68.00 1 / ea $68.00 Crane N/A $0.00 /ea $0.00 Taxes 7.98% $7.06 Subtotal $163.61 Bond 0.060 $9.82 (Pricing Includes labor(prevailing wage rates),material,equipment,and applicable taxes) TOTAL: $173.43 204 ST E E L C O N, n C proposal Form Break Use in conjunction with Steelcon Down Bid Package ib Structural Steel and Miscellaneous Metals Change Order Request #25 08/28/12 Alternates add weep holes in 32 end caps 1/8"drilled shop 1.5 hrs $57.50 1.5/ hr $86.25 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 subtotal $57.50 $86.25 bond 0.060 $5.18 Total of Alternates $91.43 Total Including Alternates: $264.85 added duration If alternate is accepted 2 days Total duration in work days) 4 Start Date: TBD Exclusions: install of end caps Special Requirements: Weekend/Holiday Work: Company: STEELCON.Inc. Phone: 559-266-3823 E-mail: JlmmvFranco STEELCON@Iive.com Print Name:Jimmy Franco Title: Prolect Manager Signature: Date: 08/28/12 205 ripe t_;aps, ripe r,na craps - ripe dugs, troller t Ube craps, Stainless Steel craps, Alummu... Page 1 of L HOW MAY WE HELP? �r n- �wi w�a '' 330-425-0099 # .^t. 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Special caps, belt&groove Applications are available upon requests Fabricators of all types and grades of pipe have used our Wedge Pipe End Caps are caps to protect ends and keep out dirt and other foreign Available in Carbon Steel, material.Pipes capped with Wedge end caps arrive at the Stainless Steel and Aluminum c e d ea f . tallation. A Note...Our Caps fit on the OUTSIDE O.D. CAPS-PLAIN END PIPE, BOILER&TUBING Most Sizes available in galvanized upon request. YOUR NOMINAL Part Number STEEL Part Number Part Number PIPE SIZE YOUR O.D.SIZE 1008 ALUMINUM 3003 STAINLESS(304 1/4" .540 6038 916 6038.5 —� .625 6018 933_�� 6018.S 3/8" .675 6019 � 934 6019.5 1/2" .840 6000 11 913 6000.S —`� .875 6020 935 6020.S I 1.000 6021 917 6021.S 3/4" 1.050 6001 914 6001.S 7125 6022 918 6022.5 1.250 6023 919 6023.S I J 1.3125 6024 920 6024.5 �1" ! 1.3115 r 6002 rr 915 6002.S I 206 h!W://www.wedgel2roducts.comipipe-caps-end-caps.html 9/5/2012 ripe t-aps, ripe rna l—aps -ripe hugs, i5ouer iune k.aps, mamiess Nteei Laps, Aiummu... rage L of 2, II1.375 II 6025 Ii 921 I) 6025.S —1.500 6026 9221 6026.5 1.625 6027 923 �6027.S 1 1/4" 1.660 6003 900 6003.5 1350 6028 924 6028.5 1.875 6029 925 6029.5—� 1 1/222" 1.900 6004 901 6004.5 2.000 6030 926 6030.S 2.125 6031 927 6031.S 2.250 —� 6032 9281 6032.5 2" 2.375 6005 –7 902 6005.S 2.500 6033 929 —� 6033.5 2.750 6034 6034.5 21/2" 2.875 6006 903 1 6006.5 3.000 6035 932 6035.S 3.250 6036 931 6036.S 3" 3.500 L 6007 904 T 6007.S 31/2" 4.000 6008 905 6008.S 4" 4.500 IL 6009 906 6009.S 41/2" 5.000 6010 907 6010.5 5" 5.563 6011 908 6011.S 6" 6.625 6012 909 6012.5 8" 8.625 6013 910 6013.5 10" 10.750 6014 911 6014.S 12" � 12.750 6015 912 6015.S F.O.B.: Wedge Products,Inc. 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Click here to view virtual plant tour. 2181 Enterprise Parkway•Twinsburg,Ohio 44087 330-425-0099•Fax: 330-425-0091 Home I Engineering I Quality I Equipment I Custom Metal Stamping I Grease Caps/Axle Caps I Air Mixer I Pipe Caps/End Caps I Balance Weights Air Mixers I Balance Weights I Custom Metal Stamping I Deep Drawn Stamping I Grease Caps/Axle Caps I Pipe Caps/End Ceps I Rubber Plugs for Lube Caps Wedge Products Inc.©I Sitemap 207 http://www.wedgeproducts.comZpipe-caps-end-caps.html 9/5/2012 AugUCSI rUI-111101IIIULIUII rage 1 oI G .3 c1:5 Request For Information Baltoup Beany Project [10935] - Ruben Castro Human , Date 8/6/2012 Services Center Construction Project 10935000 Number Balfour Beatty Construction 300 East Esplanade Suite 1120 RFI No. 0321 Oxnard, CA 93036 Phone: 805-983-1558 Fax: 805-983-7249 Primary Responder Emily Kay Date 8/6/2012 HMC Architects Status Submitted 633 W. 5th Street third floor Resolved Date Los Angeles, CA 90071-2005 Reason for Request Insufficient USA Action Requested Clarification CC Probable Cost Effect From John Squillace, Jr. Probable Time Effect Balfour Beatty Construction Priority Medium Response Due 8/13/2012 Subject Trellis steel pipes exposed at ends Drawing No. A4.3, A6.3, A6.5 Detail No./Paragraph CSI Code Information Requested Per plan sheets A4.3, A6.3, A6.5 and their associated details, their appears to be no call out to cover/cap the steel pipe ends on the Trellis & Canopy. See the attached photo for reference. This may become a maintenance issue where birds and other insects may live. Please advise if the end's should be covered. If yes, with what type of material or end cap? Recommendation Posted to Drawings �� � Subcontractor Name BBC Subcontractor's RFI# Response Information Responder Date Response Emily Kay Disclaimer 208 https://secure.constructware.com/CommonNiew/Document Display.asp?DocumentType=7... 8/7/2012 EXHIBIT Y (6.22) STEELCON, Inc. 2677 South Chestnut Avenue Fresno CA 93725-2113 ph.(559)266-3823 fax(559)266-3019 email Steelcon8l Qaol.com ITEM Change Order Request DESCRIPTION: RFI#325 Contractor STEELCON,Inc.Bid Package#6 #26 additional labor to layout and cut metal deck for Project Ruben Castro Human Services Center radius at plaster soffit DATE August 28,2012 REV DATE FORM FOR EXTRA WORK AND/OR DEDUCTIVE WORK SHOP COSTS list each If more than one ADDITIVE DEDUCTIVE 1 0.0 @ .0.00 DETAILING LABOR TOTAL $ 0.00 $ 0.00 2 0.0 @ 50.00 SHOP LABOR TOTAL $ 0.00 $ 0.00 3 MATERIALS TOTAL $ 0.00 $ 0.00 4 SUBTOTAL#1 (LINES 1,2&3) $ 0.00 $ 0.00 5 CONTRACTOR'S OVERHEAD AND PROFIT FOR SUBTOTAL#1 (LINE 4) 15$ $ 0.00 6 SUBTOTAL#2(LINES 4&5) $ 0.00 $ 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) is$ $ 0.00 12 SUBTOTAL#4(LINES 10&11) $ 0.00 $ 0.00 ADDITIONAL COST ADDITIVE DEDUCTIVE 13 TAXES a$ 0.00 $ 0.00 14 SUBOUT OTHER $ 725.20 $ 0.00 15 BOND $ 43.51 $ 0.00 16 GRAND TOTALS $ 768.71 $ 0.00 17 NET TOTAL FOR C.O.R. $ 768.71 18 TIME EXTENSION REQUESTED 2 DAYS NOTE: 209 Request For Information alfur Beatty Project [10935] - Ruben Castro Human Date 8/17/2012 Services Center Construction Project 10935000 Number Balfour Beatty Construction 300 East Esplanade Suite 1120 RFI No. 0325 Oxnard, CA 93036 Phone: 805-983-1558 Fax: 805-983-7249 Primary Responder Emily Kay Date 8/17/2012 HMC Architects Status Submitted 633 W. 5th Street third floor Resolved Date Los Angeles, CA 90071-2005 Reason for Request Insufficient USA Action Requested Clarification CC Probable Cost Effect From John Squillace, Jr. Probable Time Effect Balfour Beatty Construction Priority Critical Response Due 8/21/2012 Subject Clarification on Bldg A canopy installation Drawing No. A4.3, A5.1, 3/A6.5, Detail No./Paragraph 11/A10.3 CSI Code Information Requested The metal decking trade would like the following questions clarified regarding the decking installation & termination at the canopy for Bldg A. 1. Per the contract documents sheet A4.3, A5.1 and the structural plans indicate that the metal decking & roof should continue over the radius soffit. Please confirm if this is accurate. Per a previous field discussion and while in review of RFI 288, it was confirmed that the decking is not to go over the soffit. If this is still correct and it does not continue over the soffit, please indicate the decking overhang length on both the South & North elevations at the radius. 2. Plan 3/A6.5 has a call out for note 11/A10.3 which is a detail for metal coping edge at overhang &sunshade. This detail does not accurately depict the closure of the metal deck &roofing membrane. Please confirm if the upper closure piece for the roofing at the metal at bldg A is similar to this. 3. Plan 3/A6.5 has a call out for note 11/A10.3 which is a detail for metal coping but does not indicate termination of the edges &ends of the canopy. Please confirm what material should be used to terminate all edge's and ends of the metal deck&roofing material. Could a 16 ga. L- metal be used at all edges to terminate the deck& roof material? 4. Plan A4.3 calls out detail 17/A10.8.1 which shows the termination of the canopy roofing & flashing at the radius storefront window. Please confirm if the flashing that ties to the storefront is to be provide and if yes, is to only to cover over the door entry? 1. Confirmed - stop short 18" either side of radius soffit. 2. Confirmed. Recommendation 3. Confirmed - the intent.is for the metal deck edge, blocking, and roofing to be entirely concealed from view. 4. Confirmed - paint to match window frames. 210 E. Kay, HMC 8/20/12 Posted to Drawings Subcontractor Name BBC Subcontractor's RFI# Response Information Responder Date Response Emily Kay Disclaimer Emily Kay (HMC Architects) Authorized Signature Printed Name Date Supporting documents and attached files This RFI has the following supporting documents and attached files: HDescription Date lopen as Fite Director: Steelcon RFI - Metal Deck Awning at Bldg 8/17/2012 A.msg 52KB Attached file cm Supporting document Distribution Recipient Company Method Date Amanda HMC Architects Email: 8/17/2012 Carraway Amanda.Carraway @hmcarchitects.com Dan Butts Balfour Beatty Construction - Email: dbutts @barnhart-balfourbeatty.com 8/17/2012 Southwest Dennis Balfour Beatty Construction - Email: dkuykendall @barnhart- 8/17/2012 Kuykendall Southwest balfourbeatty.com Emily Kay HMC Architects Email: emily.kay@hmcarchitects.com 8/17/2012 Jeff Hammond Balfour Beatty Construction - Email: jhammond @barnhart- 8/17/2012 Southwest balfourbeatty:com Jimmy Franco Steelcon Incorporated Email: jfranco_steelcon @att.net 8/17/2012 John Squillace, Balfour Beatty Construction - Email: jrsquillace @baifourbeattyus.com 8/17/2012 Jr• Southwest 211