The URL can be used to link to this page

Home My WebLink About24S01 ECC Educational Building CCO 002.pdf COirj�� County of Fresno d?, r Department of Public Works and Planning p� Is p Development Services&Capital Projects Division R c�S� Steven E.White,Director FE PROJECT MANAGEMENT CONSTRUCTION CHANGE ORDER REQUEST This Document is for Fresno County Internal Use Only Project: ECC Educational Building Contract No.: 24-S-01 Date: 2025-08-01 Contractor: GC Builders Architect: Hoque Khan Change Order No.: 002 Construction Contract Dollar Amount(as awarded on 2024-10-22) $2,753,499.00 Director's Change Order Limit: $150,175.00 Change Order Allowance $150,175.00 Contract Time(Calendar Days): 270 Construction Start Date(NTP Issued 2025-01-08): 2025-01-10 Original Construction Completion Date: 2025-10-07 Change Order Scope of Work: PCO 003-Electrical Work for Additional TV PCO 004-Reframe Roof at Restroom 06 and 07 PCO 005-Reroute roof drain pipe at entry PCO 006.1-Power and Data to TV RFI 67 PCO 007-Relocate HVAC louver credit ref.PCO 001 Attachment(s): Contractors PCO,Change Order Summary Net Change Order Dollar Amount: $12,349.3b Net Calendar Days: 1 7 Total Change Order Dollar Amount To Date $18,811.03 Adjusted Contract Dollar Amount: $2,772,310.03 Director's Change Order Limit Balance: $131,363.97 Change Order Allowance Balance: $131,363.97 Total Adjusted Calendar Days To Date: 9 Adjusted Construction Completion Date: 2025-10-16 Reviewed- Cleared for Digitally signed by Jamie Sylvester Approval Jamie Sylvester Jamie Sylvester Date:2025.09.18 13:27:53-07'00' Principal Accountant,Public Works and Planning - T. Date:2025.09.19 Reviewed: Hoque Khan na•r,o•n1-n7lnn, Architect,Architect of Record Keith Eckert Digitally signed by Keith Eckert Reviewed: Keith M. Eckert 11/Mark Celaya Dale:2025.09.22 08:17:29-07'00' Senior Engineering Technician,Project Manager Mandeep S. Sekhon Digitally signed by Mandeep S.Sekhon a e Reviewed: Mandeep Sekhon p Date:2025.09.22 08:55:50-07'00' Construction Division Engineer,Construction Manager William M Kettler Digitally signed by William M.Kettler M.Reviewed: William M.Kettler Date:2025.09.22 09:59:23-07'00' Deputy Director of Planning Bernard Jimenez Digitally signed by Bernard Jimenez Reviewed: Bernard Jimenez Date:2025.09.22 10:31:20-07-00' Planning&Resource Management Officer Approved: Steven E. White Steve White Digitally signed by Steve White Dale:2025.09.22 10:52:44-07'00' Director of Public Works and Planning Approved: Buddy Mendes Not Applicable Board of Supervisors,Chairman Scan and forward Director Approved Copy to: CAO Paul Nerland PWP Business office Jamie Sylvester County of Fresno 'o Department of Public Works and Planning O� O Development Services&Capital Projects Division FR�S� Steven E.White,Director COUNTY CHANGE ORDER REQUEST Project: ECC Educational Building Contract No.: 24-S-01 Date: 9/9/2025 Contractor: GC Builders 3366 W Sussex Fresno,CA 93722 (559)840-0480 Change Order No.: 002 Construction Contract Dollar Amount(as awarded on 2024-10-22) $2,753,499.00 Original Construction Completion Date: 2025-10-07 Change Order 002 is hereby approved by the County. Scope of Work: PCO 003-Electrical Work for Additional TV PCO 004-Reframe Roof at Restroom 06 and 07 PCO 005-Reroute roof drain pipe at entry PCO 006.1-Power and Data to TV RFI 67 PCO 007-Relocate HVAC louver credit ref.PCO 001 Attachment(s): Contractors PCO,Change Order Summary Net Change Order Dollar Amount: $12,349.39 Net Calendar Days: 7 Adjusted Contract Dollar Amount: $2,772,310.03 Total Change Order Dollar Amount To Date: $18,811.03 Total Adjusted Calendar Days To Date: 9 Adjusted Construction Completion Date: 2025-10-16 Keith Eckert Digitally signed by Keith Eckert Keith M.Eckert 11/Mark Celaya Date:2025.09.10 10:44:29-07'00' Project Manager Date: 9/10/25 By signing acceptance of this Change Order,the Contractor shall agree to the following: 1.Provide all equipment,material,labor and services required to complete the Scope of Work specified in this Change Order. 2.The revised adjusted Contract dollar amount and time extension shown in this Change Order as payment in full. In the event the Contractor does not sign acceptance of this Change Order,Provisions under the Agreement 24-S-01,Article VI shall apply. Gerardo Campos Digitally signed by Gerardo Campos Accepted By: GC Builders Date:2025.09.10 13:05:44-07'00' Authorized Signature Date: 9/10/25 CHANGE ORDER SUMMARY Project: ECC Educational Buildinq Executed Ap"Ford Credit Adj. D.ys Potential .• Orders Included ChangeOrder 001 2025-07-16 $6,461.64 $0.00 2 001,002.1 002 2025-08-01 $15,689.98 -$3,340.59 7 003,004,005,006.1,007 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 $0.00 $0.00 0 Totals $22,151.62 -$3,340.59 9 Potential Executed �Ad:d Change (Moredit Rejected Orders • M 001 001 $3,340.59 1 Relocate HVAC louver at South Elevation 002 $6,241.04 1 Additional Steel Support for RFI 57 Response 002.1 001 $3,121.05 1 Add Support at Entry Framing 003 002 $2,023.50 1 Electrical Work for Additional TV 004 002 $8,091.47 2 Reframe Roof at Restroom 06 and 07 005 002 $4,928.53 5 Reroute roof drain pipe at entry 006 002 $677.27 0 Power and Data to TV RFI 67 006.1 002 $646.48 0 Power and Data to TV RFI 67 007 002 -$3,340.59 -1 Relocate HVAC louver credit ref.PCO#001 Totals $22,151.62 1 -$3,340.59 $6,918.31 $0.00 GERARDO CAMPOS -,GCr3 BulL>J>;xs UC 933222 COR NO 003 CHANGE ORDER REQUEST PROJECT: Environmental Compliance Center Ed Bldg Contract#:24-S-01 CONTRACTOR: GC Builders DATE 6/23/2025 ARCHITECT: Hoque Khan OWNER: The County of Fresno DESCRIPTION OF CHANGE: Electrical Work for Additional TV County request to provide a quote for installing a TV, including the bracket, power supply, and data connection on the west wall of the Education Room. TIME EXTENSION OF CHANGE: 1 Day(s) Description Labor Material Equip Sub Total TV Installation Cost $ 1,908.06 $ - $ - SUBTOTAL COR AMOUNT Subtotal $ 1,908.06 Contractor OH&P 5% 1 $ 95.40 SUBTOTAL COR AMOUNT Subtotal $ 2,003.46 1%Bond Mark Up $ 20.03 TOTAL COR AMOUNT Total $ 2,023.50 6eVCW oCamrios 6/23/2025 GC Builders Date 1 Stop Electric Date Submitted: 6/1s/zozs 3410 N. Minden St. Visalia CA. 93291 GC Builders (559)636-0595 3366 W. Sussex Way Fresno, CA 93722 1COR License #991309 (559) 293-3459 LABORFJRa COST DESCRIPTION OF WORK TO BE DONE Hours Environmental Compliance Center Ed Bldg 8 1000.00 $0.00 125.00 $0.00 Installing electrical for a TV,including bracket, power supply,and data connection on the 125.00 $0.00 west wall of the Education Room as requested by Owner. 125.00 $0.00 Total Labor $1,000.00 MATERIAL ITEMS COST 30 ea 1"EMT Conduit $43.94 40 ea 3/4"EMT Conduit $34.92 3 ea 1"Stl EMT Coupling $2.17 tea EMT SS Conn Insulated $1.56 4ea 1"1H Stl EMT Strap $1.15 10 ea 3/4 1HL EMT Strap $2.69 6 eac 3/4 Stl S/SCR EMT Coupling $2.78 2 ea 3/4"EMT SS Conn Insulated $0.95 20 ea 11"to 18"Slider Bracket $114.30 2 ea 4 SQ-2 1/8D Box 1/2&3/4 KO $12.62 500 ea THHN/THWN2 Black-2 19 STR 600V 90 De 97.28 500 ea THHN/THWN White-2 19 STR 600V 90 de 97.28 500 ea THHN/THWN Green-2 19 STR 600V 90 DEG $97.28 Wire Marker $53.95 CB 120/240V 20A 1P Bolt On $39.77 2 each 4SQ Outlet Box 2 1/8 DPI KO Welded $5.74 Tax 8.35% $50.80 Notes and Comments I hereby authorize you to preform such labor and materials you seem deem advisable. A monthly service charge will be added after 30 days. I agree to pay all attorney fees and court costs in the event of legal Total parts 1 $659.181 action. Any bounce checks could be liable up to 3 times the amount of check. I have read and agree to all terms and conditions of this document Mark Up(15%)Labor&Material 1 $248.88 Other Signature: X Thank you, Aaron Austin (559)972-9850 Total $1,908.06 uote good for 30 Days GERARDO CAMPOS -,GCr3 BulL>J>;xs UC 933222 COR NO 004 CHANGE ORDER REQUEST PROJECT: Environmental Compliance Center Ed Bldg Contract#:24-S-01 CONTRACTOR: GC Builders DATE 6/23/2025 ARCHITECT: Hoque Khan OWNER: The County of Fresno DESCRIPTION OF CHANGE: Reframe Roof at Restroom 06 and 07 Due to ducting not fitting in attic space at Restroom 06 and 07, roof is to be reframed to fit ducting per attached drawing and direction. TIME EXTENSION OF CHANGE: 2 Day(s) Description Labor Material Equip Sub Total Reframe Roof at Restroom $ 7,629.86 $ - $ - SUBTOTAL COR AMOUNT Subtotal $ 7,629.86 Contractor OH&P 5% 1 $ 381.49 SUBTOTAL COR AMOUNT Subtotal $ 8,011.35 1%Bond Mark Up $ 80.11 TOTAL COR AMOUNT Total $ 8,091.47 6eVCW oCamrios 6/23/2025 GC Builders Date Page 1 of 1 REQUEST FOR CHANGE ORDER Ref.# CO-003 ar LO� GC # _ Date Jun 20, 2025 tFRAME-2-FIIVISH]311�I Job# 24-10081 To: GCBI DBA GC Builders Project: Environmental Compliance Center Ed. Buildi 3003 Monroes Avenue 1327 W Dan Ronquillo Dr. Fresno, CA 93706 Fresno, CA 93723 Description: Restroom 06&07 Roof Framing Labor #of Men Qty Hrs Total Hrs Rate Total Ext Framing 2 8.00 Hrs 16.00 126.94 $2,031.04 Int Ceiling Framing 2 8.00 Hrs 16.00 126.94 $2,031.04 Scaffold Erection 2 2.00 Hrs 4.00 126.94 $507.76 Misc Clean Up 2 1.00 Hrs 2.00 126.94 $253.88 Total Labor $4,823.72 Material Size Quantity UOM Unit Price Total SIMPSON L70 ANGLE CLIP PCs 45.00 PCs 3.01 PCs $135.45 1000S162-54(50 KSI)-Header Studs 20' 5.00 PCs 2.7599 LF $275.99 600T150-54-Header Track 20' 5.00 PCs 1.96 LF $196.00 HILTI S-DD10-18 X 3/4"PTH3 02 2297642 1.00 BOX .0523 PCs $261.50 80OS162-43(33 KSI)-Unpunched Ceiling Joist 10, 14.00 PCs 2.09 LF $292.60 800T150-43-Blocking 10, 10.00 PCs 2.22 LF $222.00 HILTI 10-16 X 3/4"HWH#3 2098766 1.00 BOX .0196 PCs $127.40 Total Material $1,510.94 Miscellaneous Quantity UOM Unit Price Total SCAFFOLD DELIVERY 1.00 EA 150.00 EA $150.00 MISC-9921-DELIVERY CHARGE MATERIALS 1.00 EA 150.00 EA $150.00 Total Miscellaneous $300.00 Subtotal for Detail $6,634.66 Labor Total: $4,823.72 AUTHORIZED BY: Material Total: $1,510.94 ON BEHALF OF: GCBI DBA GC Builders Misc.Total: $300.00 PROJECT MANAGER:Shawn J. Curry Sub Total: $6,634.66 Mark Up: $995.20 15.00% ESTIMATOR: Randy R.Thompson Total: $7,629.86+A plicabke Taxes 3562 S.Elm Avenue,Fresno,California,93706 T:559-486-0584 Fax:559-486-0511 www.tarltonandson.com Run on: June 20,2025 1:23 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 ROOF FRAMING NOTES T 231. SEE TYPICAL DETAIL SHEETS FOR GENERAL NOTES, SCHEDULES AND TYPICAL L DETAILSWHERE SPECIFIC DETAILS ARE NOT SHOWN, THE TYPICAL DETAILS L SHALL APPLY 2. ALL ROOF FRAMING SPACES AS SHOWN ON PLANS SHALL BE AS MEASURED T T ON OF SLOPE 3. CONTRACTOR SHALL VERIFY AND COORDINATE THE WEIGHTS AND LOCATIONS OF ALL ROOF SUPPORTED MECHANICAL AND ELECTRICAL UNITS AND PROVIDE ADDITIONAL FRAMING AS REQUIRED FOR PROPER SUPPORT. DO NOT CUT JOISTS EXCEPT WHERE SHOWN ON DRAWINGS. 4. USE TOP PLATE TRACK SPLICE PER DETAIL e TYP K 80OS162-43 ®24" K O.C. 5. ALL EXTERIOR WALLS SHALL BE 60OS162-54 STUDS ®16" O.C. WITH C1 C t77 D1 0 80OS16 -43 60OT200-54 TRACKS U.N.O. —ALL INTERIOR WALLS SHELL BE 60OS162-43 S5 S5 S5 S6 @ 24" .C. STUDS @ 16" O.C. WITH 60OT200-43 TRACKS U.N.O. _ _ _ BM_-1 _ _ _ _ 6. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW FIRE BLOCKING OR 6 t r T r r T� A B J BLOCKING REQUIRED FOR FINISHES OR OTHER NON-STRUCTURAL ELEMENTS. 0 " SS SS S6 SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS 56 7 H-1 7 8 7. PROVIDE FRAMING AT ALL HARD CEILINGS PER DETAIL 7s REFER TO BM--7 J TYP. Ly THE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF HARDCEILINGS J 8 mf— - 1 H_1 III M ^ 8. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATIONS OF ROOF J — — —_ - - 56 — — ACCESSES PROVIDE FRAMING AND BLOCKING AROUND OPENINGS PER TYP. \J DETAIL WHERE APPLICABLE FRAME OPENING IN CEILING FRAMING ALSO K BM-6 BM-5 E 4 F 6 2 E 4 3 4 3 4 66 4 S5 TYP. S5 G KEYNOTES SS " 8 31 = O TS8X4X1/8" a -Y �r 800S162-43 ®24" O STEEL FRAME BY OTHERS 8005162-43 ®24" m O.C. O O.C. PROVIDE BLOCKING TO MATCH RAFTER SIZE,GA.,& � H ; ---- B1 2 B1 a STRENGTH WHERE WALL OCCURS(TYR) H SS O4 TS4X4X1/8" TS4X4X1/8"@48"O.C. _____ � 6 TS 3X3/1/8"PARAPET BRACE 8'-0"O.C.MAX SEE Bl HSS12x4x1/4 O @ DETAIL C1/55.0 H 9 3-6005162-68 FULL HEIGHT TO TOP OF PARAPET WALL 2 O BLOCKING 24"O.C.(TYP.) � G 8 � i p q I 61 M O INDOOR MECHANICAL UNITS.SEE DETAIL 11/51.04 61 C' K 1 p PROVIDE BLOCKING TO MATCH RAFTER SIZE FOR ROOF 4 TOP UNIT SUPPORT(TYP.)SEE DIM3.0 2 2 N S6 S6 — — — H 1 H 1 — — H-3 _ - H-3 APPROVED 110 L Sep 25 2024 M Q 56 HEADER SCHEDULE (U.N.O.) COUNTY OF FRESNO F F 6 8 WALL BOX HEADER JAMB STUDS NO #10 S.M.S. AT DEVELOPMENT SERVICES TYPE EACH JOIST TO JAMB Per RFI 29 ceiling is currently framed out of 1000S162-43 a H-2 H-2 H-1 (2)-1000S200-68 (3)-60OS162-68 4 R.F.INO.29 REQUEST FOR INFORMATION A 1D Q$162-43 ®24 S5 O. H-2 (2)-6C)OS162-43 (2)-60CS162-43 3 vroh«.xv:zaxo-ia aces m<. .cc e"ua.n on /sv/zs SIM. H-3 (2)-60OS162-68 (2)-60OS162-68 3 SEU QppFESS/ ENGINEER: Joseph C.Harrell z.maw oar•n." ,Ow Vy-OQ(, 7F h California Licensed CMl Engineer No.CBD424 nsrtsnort. Ren.03J1-25 rv/ss aata"hm'e"ov"`o�or"azo m'".o-.m . mFZO Ca Dept.r Walls&PWnnin9 d-INP NcWmsandPlaningE n110 on�o—— , M; �aeanara, m BEAM SCHEDULE Public E m.a:.omirm wmmioi:r:ia:roe:oua mr C40030 Fresno,Cafffonnia 93721 �rn.,nna. use+000siaz<a m R6N:11ao-zs Q BM-1 HSS10X4X1/8" �. Office: l:lhamsI1hwccountycnov � 9 004534 e BM-2 HSS2X8X1/8" Op CALl4 FOf CAl E-m \F 5/24/2024 existing to add 800S12 43J i BM-3 HSS12X6X1/4" Project" existing 1000S162-43 Joist. 1 2 3 4 BM-4 HSS12X4X1/4" N 11327 W.DadnURont uiquilllo Dnw,al Buildingno,CA 93706 BM-5 HSS10X4X3/16" APN:458-060-72 D Issue date:2024-05-24 D BM-6 HSS8X4X3/16" Project no.:T90204 D 1 Roof F ra File name:YAProjects-Capital Projects\T9 0 203 ECC Site BM-7 HSS8X4X1/8" Imrpovement and Shade Structure\PS&Es-Exhibits- Maps\Working Drawings\ECC CAD Files 5-13-24\T90204_Roof S4.0 Scale:1/8' 1'-0" Framing Sheet Content: O B A Roof Framing Plan G C I I I I I I oT.o1 26.01 0.os Current top of framing T.O.RIDGE Parapet. resno County Department of COtj� — — Public Works and Plannin B a SAVE Capital Projects B z17-10"u � o. _ B1 T.O.PARAPET 2Fr Tulare Street,8th FI s 10-0° — 10-0° Fresno,California 93721 ■ ■ —� 09.01 09.01 26.01 3101 � � 3101 Sheet No.: QJFIN.FUR. �_- FIN.0 R. A OT.04 08.02 EGt ECi ER Et2 D h 08.02 Al �f V �� O A o a 22.01 aw a ■ South Elevation a1 Sheet of 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Plot Date:2024-05-24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 SIMPSON HTS16 STRUCTURAL STEEL BY EA. SIDE OF SCUPPER MBM Al TOP lOF L n n ` PARAPET L (VERIFY) PROVIDE STUDS EA. Al SIDE OF SCUPPER PES 8000 1? WITH-43 12 EXTERIOR # SIMPSON SC32-5/97 WALL PER PLAN �" ROOF SHEATHING SMS @ 12" O.C. EA. STUD (TYP.) A3 SOLID BLOCKING TO MSTA18 @ 48" O.C. (FLANGE TO OR EQUIVALENT SIMPSON SCB49.5 MATCH WALL DEPTH AND FLANGE) Q EA. STUD (TYP.) GAUGE OR EQUIVALENT }"X*OF EXISTING PL 800S162-43 @ SID 24" O.C. STEEL KCO K STRUCTURAL BY MBM EXTERIOR WALL STUD STEEL BY Q PER PLAN MBM EXTERIOR WALL STUD PER PLAN SIMPSON SC32-5/97 VERIFY EA. STUD (TYP.) OR EQUIVALENT I I I BLOCKING @ 24" O.C. EXTERIOR WALL STUD PER PLAN J J Detail K Detail L Detail M e ail S6.0 Scale:l"=1"0 Scale:l"=1'-0" Scale:1"=1'- Scale:l"=1'-0" TIn lieu of deinoing and refraining full TOP of height wall to 10'-10"is it acceptable to ght PARAPET add 10"header to top of parapet wall? STUD OR (VERIFY) 1 See ParaParapate 11E Elevation Snip.ght @ 10'. H H HEADER PER page p PLAN TOP OF PES PES PARAPET PES EXTERIOR WALL PER PLAN 1 WALL PER PLAN ' ROOF SHEATHING " ROOF SHEATHING STUD PER 40OS162-43 @ _0 JOIST PER PLAN STUPLAD 16" O.C. ROOF SHEATHING MSTA18 @ 48" O.C. MSTA18 @ 48" O.C. MSTA18 @ 48" O.C. T18005162-43 @ 80OS162-43 @ -- SOLID BLOCKING TO _ _ - - 24" O.C. WITH #12 MATCH WALL DEPTH AND 24" O.C. WITH #12 SMS SMS @ 12" O.C. SOLID BLOCKING TO SOLID BLOCKING TO GAUGE @ 12" O.C. (FLANGE TO MATCH WALL DEPTH AND MATCH WALL DEPTH AND (FLANGE TO ' JOIST PER GAUGE L N E GAUGE FLANGE) G --- PLAN _ EXISTING ---- - EXISTING 10'-2° 800S162-43 @ 800S162-43 @ G • z4" o.c. SIMPSON L7 4-#12 10'-0' BOT. OF 24" O.C. SMS EA. STUD RAFTERS ------ 8•-l" 8'-1" 1000T200 WITH 4-#12 SMS VERIFY II VERIFY EA.STUD 800S162-43 @ I Existing Joist is 24" O.C. 10009162.43 per RFI29 JOIST STUD SUPPORT �Q�JOIST PARALLEL TO WALL BLOCKING @ 24" O.C. A CONT. 16GA BENT PLATE CONT. 16GA BENT PLATE WITH 3-#12 SMS EA. STUD WITH 3-#12 SMS EA. STUD 2" 2" F ` F N Detail O Detail P Detail Q Detail Scale:1"=1'-0" Scale:1"=1'-0" Scale:1"=1'-0" Scale:1"=1'-0" ppOFES ENGINEER: O "W( Joseph C.Harrell Califorris Licensed Civil Engineer No.C80424 5 Q Ren.03-31,25 Fresno Canty Dept of Public Works&Planning E A3 Public WOMB and Planning E 2220 Tulare Street,7th Floor Fresno,California 93721 q7' CIy IL ��@ Email:lhanell@tres—my-gov F 00-4534 OF CAS\FO 6/17/2025 Project: ECC-Educational Building 1327 W.Dan Ronquillo Drive,Fresno,CA 93706 APN:458-060-72 D Issue date:2025-06-17 D Project no.:T90204 File name:YAProjects-Capital Projects\T90203 ECC Site Imrpovement and Shade Structure\PS&Es-Exhibits- Maps\Working Drawings\ECC CAD Files 5-13-24\6-13-25 T90204_Roof Framing Sheet Content: Details G C resno County Departmen co ublic Works and Planni B Capital Projects B Tulare Street,8th FI O� 5 O Fresno,California 9372 FRESH Sheet No.: A COUNTY GENERATED CHANGES S 6.0 A A2025-06-20 Sheet of 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Plat Date:2025-06-17 GERARDO CAMPOS Gcis. BUILDERS iK 933222 CORNO 005 CHANGE ORDER REQUEST PROJECT: Environmental Compliance Center Ed Bldg Contract#:24-S-01 CONTRACTOR: GC Builders DATE 7/10/2025 ARCHITECT: Hoque Khan OWNER: The County of Fresno DESCRIPTION OF CHANGE: Reroute Pipe at Front Entry Due to lack of celling cavities beneath the metal stud members at entry, piping needs to be re- routed. Per the sketch for RFI 65, cut two holes in steel beams for routing of the pipe. This also requires the previously installed roof plywood to be demoed and reinstalled. TIME EXTENSION OF CHANGE: 5 Day(s) Description Labor Material Equip Sub Total Create Penetrations in Steel Beams $ 2,835.00 Demo/Reinstall Roof Plywood 16hrs @$100.07 Carpenter Rate $ 1,601.12 $ - SUBTOTAL CORAMOUNT Subtotal $ 4,436.12 Contractor OH&P 10% $ 443.61 SUBTOTAL COR AMOUNT Subtotal $ 4,879.73 1%Bond Mark Up $ 48.80 TOTAL COR AMOUNT Total $ 4,928.53 �ef-"66 Coun�ios 7/10/2025 GC Builders Date MEYERS 1 CONSTRUE TORS INC. Meyers Constructors Inc. Date : 7/8/2025 Page 1 of 1 CO #: 2 Job #: 24-347 Environmental CC Educational Bldg Fresno Job Location: 1327 W. Dan Ronquillo Drive, Fresno, CA 93706 Change Order Request To: Chris Giannetta GC Builders Steel Beam Penetrations Change Requested By: Chris Gianetta Sent Via: E-mail Description of Change: Per RFI-065, Create Penetrations in Steel Framing for Work by Others. The change will cause an increase of$2,835.00 to the contract amount. A signature below indicates acceptance of all changes shown herein. Any work associated with this change will begin upon receipt of a signed copy of this C.O. in our office. Please respond by 7/10/2025. If the requested response time is not met, the project may be delayed. qa_ -�MZ6� Accepted By Myers Constructors Inc. ' PO Box CHANGE ORDER# 2 MEYERS Fresno,CA 93650 DATE: 7/7/2025 A-,&' I CONSTRUCTORS INC 40488 Brickyard Drive JOB# 25-347 Madera,CA 93636 JOB NAME: ECC Educational Building Lic.1004811 0:(559)473-0014 F:(559)570-0414 CONTRACTOR: GC Builders ADD/DELETE: ADD TAX RATE Per COUNTY 8.35% CHANGE ORDER PROPOSAL DESCRIPTION OF CHANGE: Per RFI-065,Create Penetrations in Steel Framing for Work by Others. EXCLUSIONS AND CLARIFICATIONS: Demolition TOTAL LABOR DESCRIPTION NOTE #OF MEN QTY HRS HRS RATE TOTAL Iron Worker Area 4 2 8 16 $ 114.82 $ 1,837.12 MATERIAL DESCRIPTION NOTE QTY UOM UNITS UNIT PRICE TAX TOTAL w/TAX Consumables 1 EA 1 $ 75.000 8.35% $ 81.26 EQUIPMENT DESCRIPTION NOTE QTY UOM UNIT PRICE TAX TOTAL w/TAX Welding Utility Truck 1 DAY $ 633.00 $ 633.00 SUB/OTHER DESCRIPTION NOTE QTY UOM UNIT PRICE TAX TOTAL w/TAX Additional Working Days to Contract 0 Labor Total: $ 1,837 Material Total: $ 81 CREATED BY: EM Equipment Total: $ 633 REQUESTED BY: CG Sub/Other Total: $ - ON BEHALF OF: GC Builders 10% Overhead&Profit $ 283 This quote is good for 30 days and assuming MCI is on site performing contract work. If MCI work is complete and CO work Total: $ 2�835 requires dedicated moblization,then moblization charges will occur. MCI reserves the right to update pricing labor, material,and equipment pricing once quote has expired or in the case of force majeur. Amount rounded to next whole dollar for accounting purposes 71812025 8:32 - x t.110 J pipe penetrates through the new supporting beam 90 bend penetrates box column • out raming per original drawing s GEPORDO CAMPOS Gcis. BUILDERS iK 933222 CORNO 006.1 CHANGE ORDER REQUEST PROJECT: Environmental Compliance Center Ed Bldg Contract#:24-S-01 CONTRACTOR: GC Builders DATE 8/28/2025 ARCHITECT: Hoque Khan OWNER: The County of Fresno DESCRIPTION OF CHANGE: Power and Data to TV Near Front Entry Per RFI 6 response, provide and install duplex receptacle for the TV and connect down below to receptacle ED-R-7. Provide and install(3)#12 awg within 3/4"conduit. Provide and install one data port for the TV and route data cable back to IDF. TIME EXTENSION OF CHANGE: 0 Day(s) Description Labor Material Equip Sub Total Power and Data for TV $ 609.60 $ SUBTOTAL COR AMOUNT Subtotal $ 609.60 Contractor OH&P 5% $ 30.48 SUBTOTAL COR AMOUNT Subtotal $ 640.08 1%Bond Mark Up 1 $ 6.40 TOTAL COR AMOUNT Total $ 646.48 �CrVW6 o Coun�ios 8/28/2025 GC Builders Date GERARDO CAMPOS cis Flufl LC 93321_ R.F.I NO. 67 REQUEST FOR INFORMATION PROJECT: ECC Educational Building Project No: 2024-13 CONTRACTOR: GCB1 Inc. dba GC Builders DATE: 6 / 2 5 / 2 5 ARCHITECT: Zahidul Hoque Khan INSPECTOR: RFI SUBJECT: TV at Front Entry On Plan Sheet E3.01 there is another TV by the front entry way. This TV has no power and data on the plans. Please advise if power and data needs to be installed at this location. 'EDR' AID. 4 I I T:o-e-z 1 'ED-R WP I i D17-3 �EWT-1 O 'EDR-6 LD-R-5 0 0 I I EDR'-0 EDR'-3 ��) CP zEDR,2 'EDM'-10,12 2 'EDM-13 1 3 INI LIGHTING ED� INVERTER'EDL2' ffES(.)3W14J6 'EQR'-25 'EDR'-15 12 INS LIGHTING II CONTROL PANELEPR'-26 INJ INTRUSION'EDR5 5 ALARMPANEL AND INI FACP (N�PANEL'ED-W BKO%9 INI PANEL'EDR' I ,EDR,2 IN)PANELED-L NI SOLAR 2ET IN)I F;' II 10 NIVERTER'A D ' ER'22 •I ISCTB 1ED 12 1:l o i 'EDM'-18.20 EF y , 'EDR'-18 CD•2 18 I I Anticipated Cost Impact ❑ Yes ❑ NO SIGNED BY: Kasey Earls DATE: 6/25/25 kasey@gc-builders.com RESPONSE: 1.Provide and install a duplex receptacle for the TV and connect down below to receptacle with circuit'ED-W-7.Provide and install(3)#12 awg within 3/4-inch conduit.Provide and install one data port for the TV and route data cable back to the IDF. Mount the receptacle and data behind the TV.Coordinate with architectural elevations. 2.If the contractor feels there is an additional cost for this,the contractor shall submit a cost breakdown prior to any work. Borrelli and Associates,Inc. 06/27/2025 ATTACHMENTS: ( ) Specifications: Drawing No: SIGNED BY: C. Adams TITLE : DATE 06-27-2025 County Response: Refer to page 3 for dimension. iEl� L J 6-4" O WEST 1 Stop Electric Date Submitted: 1 7111 22025 3410 N. Minden St. Visalia CA. 93291 GC Builders (559)636-0595 3366 W. Sussex Way Fresno, CA 93722 lInvoice # 25-37 License #991309 (559) 293-3459 LABOR COST DESCRIPTION OF WORK TO BE DONE Hours mate: ECC RE 67 3 125.00 375.00 Install TV receptacle and data outlet in room 1 125.00 $0.00 125.00 $0.00 125.00 $0.00 125.00 $0.00 $125.00 $0.00 MATERIAL ITEMS COST conduit $45.00 misc: straps,couplings,connectors boxes $31.00 cat 5 $110.00 RJ45 connectors $18.00 Labor Cost Description work completed Material Cost $234.60 Notes and Comments I hereby authorize you to preform such labor and materials you seem deem advisable. A monthly service charge will be added after 30 days. I agree to pay all attorney fees and court costs in the event of legal Total Parts $204.00 action. Any bounce checks could be liable up to 3 times the amount of check. I have read and agree to all terms and conditions of this document Mark up of Parts 15% $30.60 Other $0.00 Si nature: X Labor $375.00 Thank you, Materials $234.60 Aaron Austin Credit (559)972-9850 uote good for 30 Da s Total $609■60 GERARDO CAMPOS -,GCr3 BulL>J>;xs UC 933222 COR NO 007 CHANGE ORDER REQUEST PROJECT: Environmental Compliance Center Ed Bldg Contract#:24-S-01 CONTRACTOR: GC Builders DATE 7/21/2025 ARCHITECT: Hoque Khan OWNER: The County of Fresno DESCRIPTION OF CHANGE: Credit to Relocate HVAC Louver at South Elevation The work per attached the drawing and RFI 54 response to relocate single HVAC louver at south elevation was deleted from scope and the cost is credited back to the Owner. TIME EXTENSION OF CHANGE: 1 Day(s) Description Labor Material Equip Sub Total Relocate Louver CREDIT $ (3,150.01) $ - $ - SUBTOTAL COR AMOUNT Subtotal $ (3,150.01) Contractor OH&P 5% 1 $ (157.50) SUBTOTAL COR AMOUNT Subtotal $ (3,307.51) 1%Bond Mark Up $ (33.08) TOTAL COR AMOUNT Total $ (3,340.59) 6evctwol Cctvnrios 7/21/2025 GC Builders Date Page 1 of 1 REQUEST FOR CHANGE ORDER Ref.# CO-001 ar LO� GC # _ Date May 19, 2025 tFRAME-2-111=IIVISH131111�I Job# 24-10081 To: GCBI DBA GC Builders Project: Environmental Compliance Center Ed. Buildi 3003 Monroes Avenue 1327 W Dan Ronquillo Dr. Fresno, CA 93706 Fresno, CA 93723 WORK WAS NOT PERFORMED AND DELETED FROM PROJECT Description: South Elevation-HVAC Single Louver Relocation South Elevation - HVAC Louver Relocation Labor #of Men Qty Hrs Total Hrs Rate Total Framing Welding-Welding of Jamb Studs 1 2.00 Hrs 2.00 126.94 $253.88 Demolition 2 4.00 Hrs 8.00 126.94 $1,015.52 Ext Framing 2 4.50 Hrs 9.00 126.94 $1,142.46 Misc Clean Up 1 1.00 Hrs 1.00 126.94 $126.94 Total Labor $2,538.80 Material Size Quantity UOM Unit Price Total WELDING WIRE .035 1.00 EA 104.02 EA $104.02 60OS162-43(33 KSI) 14'-0" 4.00 PCs 1.72 LF $96.32 Total Material $200.34 Subtotal for Detail $2,739.14 Labor Total: $2,538.80 AUTHORIZED BY: Kasey Earls Material Total: $200.34 ON BEHALF OF: GCBI DBA GC Builders Sub Total: $2,739.14 PROJECT MANAGER:Shawn J. Curry ica Mark Up: $410.87 15.ble ESTIMATOR: Randy R.Thompson Total: $3,150.01+ATalxesle 3562 S.Elm Avenue,Fresno,California,93706 T:559-486-0584 Fax:559-486-0511 www.tarltonandson.com Run on: May 20,2025 12:47 PM G B A 1 A--7.0 2 A-10 3 A-10 4 New location of the Grille z 0 11 111111111111171111111 E= 11 11 11 11 11 11 11 11,111 111111111111111 -LLLL]IIIIIIIIIIIIIIIIIIIlll,l,lllil77�-7111 III 111 11 Ll 11 11 11 11 11 =-11 11711111 a Z J a l bP GERARDO CAMPOS Bu111i y �933222 R.F.I NO. 54 REQUEST FOR INFORMATION PROJECT: ECC Educational Building Project No: 2024-13 CONTRACTOR: GCB1 Inc. dba GC Builders DATE: 5 / 1 2 / 2 5 ARCHITECT: Zahidul Hoque Khan INSPECTOR: RFI SUBJECT: Exhaust Louver Elevations On Plan Sheet M2.0 the two louvers at grid line B will not be able to match the elevation per plan sheet A- 5.0 south elevation. This is due to the steel structure. The beams are at different elevations. The louver from EF-1will be at 10' to the bottom and the louver from EF-4 will be at approximately 11'1" to the bottom. Please advise how to proceed. Anticipated Cost Impact ❑ Yes ❑ NO SIGNED BY: Kasey Earls DATE: 5/12/25 kasey@gc-builders.com RESPONSE: County Response: If all the louvers (two in Grid B, one in Grid 4, and two in Grid 1, as indicated on Sheet M-2.0) can be relocated to a height of 11'-1" from the F.F. to the bottom of the louver, this is acceptable. If this is not possible, the County will explore alternative solutions once notified. ATTACHMENTS: ( ) Specifications: Drawing No: SIGNED BY: TITLE : AOR DATE 05/13/2025 REQUEST FOR INFORMATION PROJECT NAME: Envrionmental Compliance Education Bldg. RESPOND BY: ASAP Contract: GC'S RFI NO. Job No: SUB'S RFI NO. 1 TO: GC Builders FROM: NOLTE SHEET METAL, INC. TEL: 559-275-1246 FAX: 559-275-2114 RESPONSE BY: Construction Manager Mechanical Architect Plumbing Engineer Electrical Structural Eng. Consultants: Other Consultants: CONTRACTOR: Nolte Sheet Metal, Inc. CONTACT Ernie Nolte SUBJECT: Exhaust Louver Elevations CATEGORY: NEED FOR CLARIFICATION OMISSION UNFORESEEN CONDITION COORDINATION PROBLEM CONFLICT WITHIN DOCUMENTS OTHER SPEC. SECTION PARAGRAPH NO. DRAWING NO. DETAIL NO. IM1.0 DESCRIPTION: On plan sheet M2.0 the two louvers at frid line B will not be able to match the elevation per plan sheet A-5.0 south elevation. This is due to the steel structure. The beams are at different elevations. The louver from EF-1 will be at 10' to the bottom and the louver from EF-4 will be at approximately 11'1" to the bottom. Please advise on how to proceed with these elevations. ATTACHMENTS: COST IMPACT: $ EST. TIME IMPACT: EST. CONTRACTOR Nolte Sheet Metal, Inc. DATE: SIGNATURE: John Nolte 5/12/2025 RESPONSE: ATTACHMENTS: SIGNATURE: DATE: