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HomeMy WebLinkAbout3901; FIRE STATION 6; FIELD INSPECTION REPORT; 2008-01-21JM0220 'I SOIL & TESTINGINC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. SC 6280 Riverdale Street, San Diego, CA 92120 Phone (619) 280-4321, Fax (619) 280-4717 IL S W 83-740 Citrus Ave, Suite G, Indio, CA 92201 Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO.:0812051 P P.O. NO.:_______ I C PL c4 I NC I DI F FIX I DI PAGE 1OFI FIELD INSPECTION REPORT FOR: 0 REINFORCED CONCRETE []REINFORCED MASONRY 0 WELDING DFIREPROOFING 0 Q.C. CONCRETE 0 ROOFING/WATERPROOFING 0 P.T. CONCRETEJSTRESSD EPDXY ANCHORS 0 H.S. BOLTING 0 UT MT PROJECT TITLE: Carlsbad Firestation #6 PHASE #: DSA FILE NO.: DSA APP. NO.: PROJECT ADDRESS: 7201 Rancho Sante Fe Road, Carlsbad, CA PERMIT NO.: CB062002 PLAN FILE NO.: ARCHITECT:ENGINEER: WLC K.B. Leung & Assoc., INC GENERAL CONTRACTOR: Edge Development SUB CONTRACTOR: White Steel LOCATION OF WORK INSPECTED: Moment Frames (field) MATERIAL CLASSIFICATION: A36, A500/B, DATE: 1/21/2008 DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: 0930 TIME DEPARTED: 1230 1 TOTAL: 3 HRS On Site to Perform 100% Ultrasonic Testing of field welded Full Pen Welds: Calibrated UT per AWS D1.1 Sect 6. 2.25 mghz transducer, 70 Degree wedge, llWtype 2 Block, 64 db. Performed 100% UT test of full pen welds on TS Column to TS Beam T-joint full pen welds moment connections along lines 1, 3, and A 2 floor, roof level, and stair landing connections. (27) connections. U1• OK, no defects noted. Performed Mag Particle inspection of full pen welds at area of Column PCMark 100C, where Heat Straightening had been performed. No defects noted. James K. McNeil P.E.REV1EW: UBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the approved plans, Specifications and applicable sections of the governing building laws. Inspector Initials JKM DSA I hereby certify that I have inspected the above reported work in accordance with the requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected complies with the DSA approved documents. Yes: 0 No: ..fl Inspector Initials - ..-'.,<. UT Level If INSPECTORS SIGNATURE REGISTRATION No. 1/21/2008 )( SUPEP1IgTENDENTS SIGNATURE Signature authorIzes the above work. SCS&T REV 2106 JMO2L9 'I SOIL IS TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. ! +TV 6280 Riverdale Street, San Diego, CA 92120 Phone (619) 280-4321, Fax (619) 280-4717 ' 83-740 Citrus Ave, Suite G, Indio, CA 92201 Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO.:0812051 P P.O. NO.:_______ I C PL F-[:1 NC I ni I FIX I ul PAGE 1OFI FIELD INSPECTION REPORT FOR: 0 REINFORCED CONCRETE DREINFORCED MASONRY 0 WELDING OFIREPROOFING 0 Q.C. CONCRETE 0 ROOFING/WATERPROOFING 0 P.T. CONCRETE/STRESSD EPDXY ANCHORS 0 H.S. BOLTING 0 PROJECT TITLE: Carlsbad Firestation #6 PHASE #: DSA FILE NO.: DSA APP. NO.: PROJECT ADDRESS: PERMIT 7201 Rancho Sante Fe Road, Carlsbad, CA NO.: CB062002 PLAN FILE NO.: ARCHITECT: ENGINEER: WLC K.B. Leung & Assoc., INC GENERAL CONTRACTOR: SUB Edge Development CONTRACTOR: White Steel LOCATION OF WORK INSPECTED: Shojpj45S24 Towne St, Indio, CA MATERIAL CLASSIFICATION: A36, A500/B, DATE: 1/21/2008 DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: 0700 TIME DEPARTED: 0900 1 TOTAL: 2 HRS On site to provide visual inspection on the following field welding: Unscheduled Cancellation: Rain James K. McNeil P.EREV1EW: UBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowtedge in compliance with the approved plans, specifications and applicable sections of the governing building laws. Inspector Initials JKM DSA I hereby certify that I have inspected the above reported work in accordance with the requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected complies with the DSA approved documents. Yes: 0 No: 171 Inspector Initials - AWSCWI 01080121 INSPECTORS SIGNATURE REGISTRATION No. 1/21/2008 "sJPERINTEND€NrS SIGNATSJE SIgnature authorizes the above work. SCS&T REV 2106 a SOIL N TESTING. 11C. SOUTHERN CALIFORNIA SOIL & TESTING, INC. EM0180 Su.0 6280 RIVERDALE STREET, POST OFFICE BOX 600627, SAN DIEGO, CA 92160-0627 Phone (619) 280-4321, FAX (619) 280-4717 SCS&T FILE NO.:0812051P S P.O.NO.:_________ I c I x r PL I I NC I I I FIX I I PAGE 1 OF 1 FIELD INSPECTION REPORT FOR: U REINFORCED CONCRETE C1 REINFORCED MASONRY 0 WELDINGDFIREPROOFING LJQ.C. CONCRETE U ROOFING/WATERPROOFING 0 P.T. CONCRETE/STRESSD EPDXY ANCHORS 0 H.S. BOLTING Fl- PROJECT TITLE: Carlsbad Fire Station #6 PHASE #: USA FILE NO.:NA DSA APP. NO.: NA PROJECT ADDRESS: 7201 Rancho Santa Fe Road, Carlsbad Ca. 92008 PERMIT NO.: CB062002 PLAN FILE NO.:NA ARCHITECT: WLC ENGINEER: K.B. Leung And Associates, Inc GENERAL CONTRACTOR: Edge Development, Inc SUB CONTRACTOR: White's SteeliJon Steel Erectors I I'...JI' ur vvursr iCL I Cu: Vfl site - MATERIAL CLASSIFICATION: ASTM A36, A500-GR-B HSS TS WELDING! AWS Dl.1 FCAW WI FILLER NR 232. DATE: DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: 7:00 TIME DEPARTED: 4:30 1-18-08 On site to provide visual inspection on the following field welding: Full pen & flare bevel welding of TS beam to TS column T joints per detail 7 on S8.3. Visual inspection & welding Complete along 1,3 & A lines 2 nd floor, roof level & stair landing connections. UT requested NOTE: I mentioned to welders of Jon Steel about cleaning up where support angles were removed but it has not happened yet. There is a hex nut missing from column base located'@ 31G.2. White's steel is aware of this & stated that they will bring it out when they install the stairs at a later date. Welding by 2 certified welders to approved plans & procedures. Eric Murray P.E.REVIEW: UBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, . -. - the work inspected is to the best of my knowledge in compliance with the approved plans, REGISTRATION No. specifications and applicable sections of the governing building laws. INSP 11)RSI A RE CWI# 05030391 Inspector Initials EM 1-18-08 DSA I hereby certify that I have inspected the above reported work in accordance with the SUPE IItr T5 SI N TURE DATE requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected Signature authorize ove work. complies with the DSA approved documents. Yes: No: Inspector Initials - SO(.YlHE kiN CALIFORNIA SOIL & TES1Ii(IJ, iNC. EM.O.179 sc 6280 RIVERDALE STREET, POST OFFICE BOX 600627, SAN DIEGO, CA 92160-0627 SIT Phone (619) 280-4321, FAX (619) 280-4717 SCS&T FILE NO.:0812051P P.O. NO.:____________ f—c I x PL I I NC I I I FIX I I PAGE 1 OF 1 FIELD INSPECTION REPORT FOR: 0 REINFORCED CONCRETE DREINFORCED MASONRY 0 WELDING OFIREPROOFING Li Q.C. CONCRETE Li ROOFINGdWATERPROOFING 0 P.T. CONCRETEJSTRESSD EPDXY ANCHORS 0 H.S. BOLTING Fl- PROJECT TITLE: Carlsbad Fire Station #6 J PHASE #: DSA FILE NO.:NA DSA APP. NO.: NA PROJECT ADDRESS: 7201 Rancho Santa Fe Road, Carlsbad Ca. 92008 PERMIT NO.: C8062002 PLAN FILE NO.:NA ARCHITECT: WLC ENGINEER: K.B. Leung And Associates, Inc GENERAL CONTRACTOR: Edge Development, Inc SUB CONTRACTOR: White's Steel/Jon Steel Erectors I ISifl ¼Jr .vjnn marc,.. I Cu; UII site MATERIAL CLASSIFICATION: ASTM A36, A500-GR-B HSS IS WELDINGI AWS Dl.1 FCAW WI FILLER NR 232. DATE: DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: 7:00 TIME DEPARTED: 4:30 1-17-D8 On site to provide visual inspection on the following field welding: Fit-up & tacking of TS beam to TS column T joints along 1,2 & 3 line 2 nd floor & roof level. Fit up & tack welds for IS connections complete. Full pen welding of TS beam to TS column T joints in progress per detail 7 on S8.3 @ stair landing & 1 to 3 lines. Stair landing TS welding is complete. Ultrasonic inspection upon completion. NOTE: Two welders from sub contractor Jon Steel Erectors arrived without the proper up to date qualifications needed to perform the welding required. Welder qualifications were faxed and appear to be current for Jairo & Octavio Arellano tested & stamped by CWI Ruben Dominguez and dated 12-17-2007 for FCAW process. Welding by 2 certified welders to approved plans & procedures. Eric Murray P.E.REVIEW: UBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, ...-- .--. _.., the work inspected is to the best of my knowledge in compliance with the approved plans, . specifications and applicable sections of the governing building laws. INSPEC R Si TURK / CWi# 0503039 Inspector Initials EM 1.17.08 DSA I hereby certify that I have inspected the above reported work in accordance with the PE S)TURE REGISTRATION . DATE requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected Signature thonz above work. complies with the DSA approved documents. Yes: No: Inspector Initials SOIL & TESTING. imc., SOUTHECALIFOIIA SOIL & TESTING, INC. Sic: 6280 RIVERDALE STREET, POST OFFICE BOX 600627, SAN DIEGO, CA 92160-0627 SIT Phone (619) 280-4321, FAX (619) 280-4717 EM0178 SCS&T FILE NO.:0812051P P.O. NO.:___________ r C ix PL NC FIX PAGE 1 OF 1 :IELD INSPECTION REPORT FOR: 0 REINFORCED CONCRETE []REINFORCED MASONRY 0 WELDINGDFIREPROOFING ] Q.C. CONCRETE 0 ROOFINGIWATERPROOFING 0 P.T. CONCRETEISTRESSD EPDXY ANCHORS 0 H.S. BOLTING 0 ROJECT TIThE: Carlsbad Fire Station #6 PHASE* DSA FILE NO.:NA OSA APP. NO.: NA ROJECT ADDRESS: 7201 Rancho Santa Fe Road, Carlsbad Ca. 92008 PERMIT NO.: C0062002 PLAN FILE NO.:NA RCHITECT: WLC ENGINEER: K.B. Leung And Associates, Inc ENERAL CONTRACTOR: Edge Development, Inc SUBCONTRACTOR: White's Steel OCA11ON OF WORK INSPECTED: On site LATERLAL CLASSIFICATION: ASTM A36, A500-GR-B HSS IS, A706 ATE: I DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: 7:00 TIME DEPARTED: 3:30 in site to provide visual inspection on the following field welding: 1) Fit-up & tacking of IS beam to TS column T joints along I & 3 line 2nd floor & roof level in progress. 3ee note. 5x5x3/8" TS column to plate wl W fillets both sides per RFI #45 welding complete. IS to beam web w/ 3'4" fillets welded to beam top of wall © E.4/5. Welding per detail 4 on S8.3-Welding complete. Anchor bolts that were not threaded to top of nut on two columns puddle welded t o t o p o f n u t t o pre-qualified procedure w/ preheat. Only two bolts that had this condition each gravity column. Welding complete. 1/a" strap plate welded to column splice w/ CP weld per detail 23 on S8.3 welding co m p l e t e @ F/i line. OTE: All full pen TS I joint fit-ups had to have backing removed &/or modified to meet c o l u m n w i t h n o g a p . Welding by 3 certified welders to approved plans & procedures. Eric Murray P.E.R61EW: C I hereby certify that I have inspected the above reported work. Unless noted otherwise. _... work inspected Is to the best of my knowledge in compliance with the approved plans, REGiSTRATION No. cifications and applicable sections of the governing building laws. INSP R SI NA CW%# 05030391 pector Initials EM 14608 A I hereby certify that I have inspected the above reported work in accordance with the • SUPERI 0 RE DATE uirements of DSA approved documents. Sampling and testing were conducted in ordanoe with the requirements of the DSA approved documents. The work inspected nplies with the DSA approved documents. .__t4o:__ Inspector Initials SOUTH k\ CALIFORNIA SOIL & FESITh(, INC, E\it) 77 6280 RIVERDALE STREET, POST OFFICE BOX 600627, SAN DIEGO. CA 92160-0627 srr Phone (619) 280-4321, FAX (619) 280-4717 SCS&T FILE NO.:0812051P P.O. NO.: I c x PL NC FIX PAGE 1OF1 FIELD INSPECTION REPORT FOR: El REINFORCED CONCRETE DREINFORCED MASONRY Z WELDINGDFIREPROOFING C] Q.C. CONCRETE El ROOF ING&JATERPROOFING El P.T. CONCRETE/STRESSEl EPDXY ANCHORS El H.S. BOLTING El PROJECT TITLE: Carlsbad Fire Station #6 PHASE #: DSA FILE NO.:NA DSA APP. NO.: NA PROJECT ADDRESS: 7201 Rancho Santa Fe Road, Carlsbad Ca. 92008 PERMIT NO.: CB062002 PLAN FILE NO.:NA ARCHITECT: WLC ENGINEER: K.B. Leung And Associates, Inc GENERAL CONTRACTOR: Edge Development, Inc SUB CONTRACTOR: White Steel LOCATiON OF vyurtr irrtL. I cu: On site MATERIAL CLASSIFICATION: ASTM A36, A500-GR-B HSS TS, A706 WELDING! AWS Dl.l, DI.4 FCAW w! FILLER NR 232. DATE: DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: 6:30 TIME DEPARTED: 3:00 1-15-08 On site to provide visual inspection on the following field welding: Fit-up & tacking of TS beam to TS column T joints along 3 line 2,d floor & roof level in progress. See note. #6 ASTM A706 rebar to L5x3x1/4" angles @ top of wall E.414 & E.4/5 welding complete to detail 4 & 5 on S8.3. NOTE: Due to tubesteel connection T joint full pen w/ preinstalled backing that does not meet the columns in some areas, the contractor began weld build-up of the continuity plate to fill the gap. I made them aware that this is not an approved design or fit-up condition. This was done only to one 5x5x318 column #10513 @ 1/3.9 line and is a rework connection area where beam removal caused recessed area in column causing gap. The engineer did not approve the fit up or the build-up of the continuity plate with weld. Backing is being adjusted to conform & the weld on the continuity plate was ground back. Column 1 OOC was sent back to the shop for repair of splice to straighten. This was done by heat straightening in lieu of cutting & reweld. This will require magnetic particle testing as well as UT when welding is complete. Eric Murray P.E.REVIEW: UBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, REGISTRATION No. the work inspected is to the best of my knowledge ri compliance with the approved plans, /( .... specifications and applicable sections of the governing building laws. INSPECTOR SIGN E CWI# 05030391 Inspector Initials EM DSA I hereby certify that I have inspected the above reported work in accordance with the - SUPERINTENfJSSIGflATURE DATE requirements of DSA approved documents. Sampling and testing were conducted in 'Signature authorizes the above work. accordance with the requirements of the DSA approved documents. The work inspected complies with the DSA approved documents. Yes: No-. Initials C SOIL IS TESTING. fl SOUTHERN CALIFORNIA SOIL & TESTING, INC. S._C 6280 Riverdale Street, San Diego, CA 92120 Phone (619) 280-4321, Fax (619)280-4717 SIT 83-740 Citrus Ave, Suite G, Indio, CA 92201 Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO.: 0812051P P.O. NO.: I C PL I Eli I NC I Eli FIX I Eli PAGE 1 OF 1 FIELD INSPECTION REPORT FOR: REINFORCED CONCRETE []REINFORCED MASONRY Z WELDING DFIREPROOFING El Q.C. CONCRETE El ROOFING/WATERPROOFING D P.T. CONCRETE/STRESS D EPDXY ANCHORS D H.S. BOLTING D ROJECT TITLE: :arlsbad Firestation 96 PHASE #: GSA FILE NO.: DSA APP. NO.: ROJECT ADDRESS: 201 Rancho Sante Fe Road, Carlsbad, CA PERMIT NO.: CB062002 PLAN FILE NO.: RCHITECT: VLC ENGINEER: K.B. Leung & Assoc., INC ;ENERAL CONTRACTOR: Age Development SUB CONTRACTOR: White Steel OCATION OF WORK INSPECTED: learn Bucket Relocations - IATERIAL CLASSIFICATION: 36, A500/13, NR232 DATE: 2/7/2008 DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: 0700 TIME DEPARTED: 1530 1 TOTAL; 8 HRS On Site to provide continous visual inpection on the following field welding: Observed the removal, relocation and welding of 1/4"fillets/flaregrooe welds of (5) Beam Buckets at locations Columns 105A (2), 103B (1), 102C (2) and beam 200G, per approved plans detail 141S8.3. completed. Observed welding of additional all-thread studs to columns (105A,102C,105B(2) )12 studs total. completed. Completed welds found visually acceptable, welded by certified welders (1). Work performed & inspected per approved engineer drawings In Accordance with the standards of the AISC Manual Steel the 1_Welding_Codes. _of_ _Construction _&_ _AWS_Dl. James K. McNeil P.E.REVIEW UBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. Inspector Initials JKM DSA I hereby certify that I have inspected the above reported work in accordance with the requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected complies with the DSA approved documents. Yes: F1 [1 No:J:J._ Inspector Initials - . AWSCWI 01080121 INSPECTORS SIGNATURE REGISTRATION No. 2/7/2008 )( S&JPERINT6N0€NTS SIGNATURE -signature authorizes the 000-..e work. SCS&T REV 2/06 4 'OUTHFRN CALiFORNIA SOIL & TESTING, INC. Sd_C 6280 Riverdale Street, San Diego, CA 92120 Phone (619)280-4321, Fax (619)280-4717 SIT 83-740 Citrus Ave, Suite G, Indio, CA 92201 Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO.:0812051 P P.O. NO.:________ I C I Z I r PL I LII I NC 1 DI 1 FIX T70 PAGE 1OF1 FIELD INSPECTION REPORT FOR: 0 REINFORCED CONCRETE DREINFORCED MASONRY 0 WELDING DFIREPROOFING 0 Q.C. CONCRETE 0 ROOFING/WATERPROOFING El P.T. CONCRETE/STRESSD EPDXY ANCHORS 0 H.S. BOLTING 0 'ROJECT TITLE: ar1sbad_Firestation_#6 PHASE #: USA FILE NO.: DSA APP. NO.: 'ROJECT ADDRESS: 1201 Rancho Sante Fe Road, Carlsbad, CA PERMIT NO.: CB062002 PLAN FILE NO.: \RCHITECT: WLC ENGINEER: K.B. Leung & Assoc., INC ENERAL CONTRACTOR: dge Development SUB CONTRACTOR: White Steel .00ATION OF WORK INSPECTED: 3eam Bucket Relocations 4ATERIAL CLASSIFICATION: \36, A500113, NR232 DATE: 2/7/2008 DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: QZQQ TIME DEPARTED: iQ I TOTAL; 8 HRS On Site to provide continous visual inpection on the following field welding: Observed the removal, relocation and welding of 1/4"fillets/flaregrooe welds of (5) Beam Buckets at locations Columns 105A (2), 103B (1), 102C (2) and beam 200G, per approved plans detail 14/S8.3. completed. Observed welding of additional all-thread studs to columns (105A,102C,10513(2) )12 studs total. completed. Completed welds found visually acceptable, welded by certified welders (1). Work performed & inspected per approved engineer drawings In Accordance with the standards of the AISC Manual of Steel Construction & the AWS 01.1 Welding Codes. James K. McNeil P.E.REVIEW: UBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, the -•--- ..-- ...--'.-...., , .......... I_... specifications and applicable sections of the governing building laws. Inspector Initials JKM DSA I hereby certify that I have inspected the above reported work in accordance with the requirements of USA approved documents. Sampling and testing were conducted in accordance with the requirements of the USA approved documents. The work inspected complies with the DSA approved documents. Yes: [1 No:JJ_ Inspector Initials - AWSCWI 01080121 INSPECTORS SIGNATURE REGISTRATION No. 2/7/2008 X ' suERINr€NorrrS SIGNATURE -Signature authorizes the above work. Friday, January 04, 2008 6:25 PM James McNeil (619) 501-6101 pMl 5 SOIL 6 001110. -11 SOt;THERN CALIFORNIA SOIL & TESTING INC. SC 6780 Rivcnble Sticct 5aa 0ke.CI\ 9212(1 Thod (619)2W • I (619)280-4717 S T 83-740 CIUur Aye, Suitt G, Indio, CA 92201 Phone (160) 175-5983 Fax (760) 175-8362 SCS&T FILE N0.; 0812051P P. o. NO.:________ I C I I I PL I -i 1 NC I Ell [itx I Dl PAGE 1OF1 FIELD INSPECTION REPORT FOR U RLINFORCED CONCRETF DR1NFORCCD MASONRY WELDING DFIREPROOF1NG cjo.c. CONCRETE El ROOFING/WATERPROOFING [1 P.T. COI4CRETE/STRESSD EPDXY ANCHORS El H.S.ROL11NG OUT PROJECTTITLE-P14ASE Carlsbad Fircalation #6 DSA FILE N0 -- 0$A APP. NO.: - 'RWECT ADDRESS: 7201 Rancht, Sante Fe Road, Carlsbad, CA PEIIW NO.; C5062002 PLAN rRz NO ARMIMECT;-. WLC ENGINEER: B. Leung & Assoc.,INC GENERAL CONTRACTOR: Je DevclopmenL -: SUB CONTRACTU1tt White Steel LOCATION OF WORK INSPECTED; Shop: 45524 Towns St, Indio, CA MATERIAl. CLASSIFICATION: A36. A500ia, FCAW NR232 DATE: - _21412008 DESCRIPTION OF WORK INSPECTED: liME ARRIVED: DEC10 liME DEPARTED: j.4 T0TAL- 8HRS On site to provide continuous visual inspection on the following shop welding: I -Removal and relocating of base plates per RFI #88 with full pen welds connecting NHS Tubesteel to base- plate per detail 141S7.1. 1'c Marks 104B, 103B, and 102A completed. 2 Performed 100% Ultrasonic testing of Full pen welds, TubesteeT columns to baseplates, 4 Columns, 70degree wedge, 2.25 mhz transducer, 11W type 2 block, 64 d reference. PC Marks; 1048 (2pcs), 103B, and 102k V UTOK, No Defects noted- Completed welds found visually acceptable, welded by cerilled welders (2) Work performed & inspected per approved engineer drawings In Accordance with the standards of tfle AISC Manual of Steel Construction & the AVVS Dl. 1 Welding Codes. James K. McNeil P.e.PV15W: UDC I hereby certify that I have inspected the above reported work Unless noted otherwise, the work Inspected ig to Iha best of my know(edge in cOrnplu%flce wilh the approved plans. speci1cat1ons and applicable sections of the governing building laws. Irjpc( rnifts. JKM OSA I hereby certify that I have inspected the above repotted work in accordance with the rcquimmonts of OSA appnred documents Sampling and t5511fl9 wore conducted In pccordanc wllfl the requirements of the DSA approved documents. The work Inspected complies W4111 the DEA approved documents. Yea: EL_ No:JJ, Inspector initials -_____________________________________________________________ ....< . AWSCWI 01080121 INPTORS SIGNAWRE RMTRATISN No. 1/4/2000 - -p.wrcNnrNr 5TJr Sgnn0Jon aUtho.uon d.c above wo,$e, EMT REV 2joe VVV 2008--01-0319:31 Eric Murray 16194698864 >> 760 744 4570 P2/2 SOUTHERN CALIFORNIA SOIL & TESTING, INC. EM0173 6280 RIVFRDAl.E SFREIT. POST OFFICE BOX 600627, SAN flhIjO, CA 92160-0627 Phone (619) 280-4)21. FAX (619) 280.4717 SCS&T FILE NO.:0812051 P P.O. NO.:___________ PAGE IOFI FIIELD INSPECTION 0 REINFORCED CONCRETE DREINFORCED MASONRY 0 WELDING OFIREPROOFING o O.C. CONCRETE 0 ROOFINGIWATERPROOFINQ 0 P.T. CONCRETE/STRESSO EPDXY ANCHORS 0 H.S. BOLTING 0 PROJECT TITLE: Carlsbad Firs Station 08 PHASE #: OSA FILE NO.: NA USA APP. NO.; NA PROJECT ADDRESS: 1201 Rancho Santa Fe Road, Carlsbad Ca. 92008 PERMIT NO.: C8062002 PLAN FILE P40.14A ARCHITECT: WLC ENGINEER: K.B. Leung And Associates, Inc GENERAL CONTRACTOR Edge Development Inc SUB CONTRACTOR: White Steel LOCATION OF WORK INSPECTED: SHOP WELDING 45524 Towns Street, Indio Co. 92201 MATERIAL CLASSIFICATION: ASTM A38, ASOO-GR.8 1153 Tit V WELDING# AWS 01.1 FCAW WI FILLER NP 232. DATE: DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: 6:00 TIME DEPARTED: 2:30 On site to provide visual inspection on the following shop welding: Removal of base plates and relocating per RFI #88 w/fuU pen welds connecting HSS TS to base plate per detail 14 on 87.1.Column #s are 104B (2pcs), 1038 & 102A, I pc #104B complete. Welding in progress for remaining 3. Welding & material acceptable to AWS D1.1 & AISC. V Welding by certified welders: Cesar Melchor, Luis Carnacho, Ishmael Ayala & Juan Estrada to approved plans & procedures. ErIc Murray j P,E,REVIEW: LJBC (hereby certify that I have inspected the above reported work. Unless noted otherwise, the work inspected Is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. Inspector Initials .______ OSA I hereby certify that I have inSpected the above reported work in accordance with the requirements of DSA approved documents. Sampling and testing were conducted in cordance with the requirements of the OSA approved documents. The work inspected 3mplias with the OSA approved documents. .etc No: _Inspector Initials j._. REGISTRATION No. INSP CT SrGNkryte J CWI5050391 / 1-3.08 'SO N C IS SIGNATURE DATE 'OInsI aut sizes (ha 50ev4 wo*, .i \1022{) 4 SOIL & TESTING. SC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. SiC• 6280 Riverdale Street, San Diego, CA 92120 Phone (619) 2804321, Fax (619) 280-4717 S T 83-740 Citrus Ave, Suite G, Indio, CA 92201 Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO.:0812051P P.O. NO.:________ I C Z I I PL I El I NC I El F FIX I El PAGE 10F1. FIELD INSPECTION REPORT FOR: 0 REINFORCED CONCRETE []REINFORCED MASONRY 0 WELDING []FIREPROOFING 0 Q.C. CONCRETE 0 ROOFINGNVATERPROOFING 0 P.T. CONCRETEJSTRESSD EPDXY ANCHORS 0 H.S. BOLTING 0 UT MT PROJECT TITLE: Carlsbad Firestation #6 PHASE #: DSA FILE NO.: DSA APP. NO.: PROJECT ADDRESS: 7201 Rancho Sante Fe Road, Carlsbad, CA PERMIT NO.: CB062002 PLAN FILE NO.: ARCHITECT: WLC ENGINEER: K.B. Leung & Assoc., INC GENERAL CONTRACTOR: -- Edge Development SUB CONTRACTOR: White Steel LOCATION OF WORK INSPECTED: Moment Frames (field) MATERIAL CLASSIFICATION: A36, A500/B, DATE: 1121/2008 DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: 0930 TIME DEPARTED: 1230 1 TOTAL: 3 HRS On Site to Perform 100% Ultrasonic Testing of field welded Full Pen Welds: Calibrated UT per AWS DI.1 Sect 6. 2.25 mghz transducer, 70 Degree wedge, llWtype 2 Block, 64db. Performed 100% UT test of full pen welds on IS Column to IS Beam I-joint full pen welds moment connections along lines 1, 3, and A 2°c' floor, roof level, and stair landing connections. (27) connections. UT OK, no defects noted. Performed Mag Particle inspection of full pen welds at area of Column PCMark IOOC, where Heat Straightening had been performed. No defects noted. James K. McNeil P.E.REV1EW: - IJBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. Inspector Initials JKM DSA I hereby certify that I have inspected the above reported work in accordance with the requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected complies with the DSA approved documents. Yes: 0 No: _D.... Inspector Initials - .-\< . UT Level II INSPECTORS SIGNATURE REGISTRATION No. 1/21/2008 SUP8RIF.(TEN0eNTS SIGNAT1JE Slgnatiare authorizes the above work. SCS&T REV 2106 * SOIL S TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC, (_C.I/ 6280 Riverdale Street, San Diego, CA 92120 Phone (619) 280-4321, Fax (619) 2804717 st 83-740 Citrus Ave, Suite G, Indio, CA 92201 Phone (760) 775-5983 Fax (760) 775-8362 -. SCS&T FILE NO.:0812051 P P.O. NO.:_______ I C I I I PL I DI F NC I UI I FIX I Dl PAGE 1OF1 FIELD INSPECTION REPORT FOR: 0 REINFORCED CONCRETE []REINFORCED MASONRY 0 WELDING C1 FIREPROOFING 0 Q.C. CONCRETE 0 ROOFING!WATERPROOFING 0 P.T. CONCRETE/STRESSD EPDXY ANCHORS 0 H.S. BOLTING 0 PROJECT TITLE: Carlsbad Firestation #6 PHASE #: DSA ALE NO.: DSA APP. NO.: PROJECT ADDRESS: 7201 Rancho Sante Fe Road, Carlsbad, CA PERMIT NO.: CB062002 PLAN FILE NO.: ARCHITECT: WLC ENGINEER: K.B. Leung & Assoc., INC GENERAL CONTRACTOR: Edge Development SUB CONTRACTOR: White Steel LOCATION OF WORK INSPECTED: Shop: 45524 Towne St, Indio, CA MATERIAL CLASSIFICATION: A36, A500/B, DATE: 1/21/2008 DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: 0700 TIME DEPARTED: 0900 1 TOTAL: 2 HRS On site to provide visual inspection on the following field welding: Unscheduled Cancellation: Rain James K. McNeil P.EREV1EW: UBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. Inspector Initials JKM DSA I hereby certify that I have inspected the above reported work in accordance with the requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected complies with the DSA approved documents. Yes: D No: _Q... Inspector Initials - AWSCWI 01080121 INSPECTORS SIGNATURE REGISTRATION No. 1/21/2008 S4JPER1NTEN0€N1-S SIGNATURE Slgrsature authorizes the above work. SCUT REV 2106 01 oEsTG. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, POST OFFICE BOX 600627, SAN DIEGO, CA 92160-0627 SIT Phone (619) 280-4321, FAX (619) 2804717 EMO18O SCS&T FILE NO.:0812051P P.O. NO.: I c x PL NC FIX J FIELD INSPECTION REPORT FOR: REINFORCED CONCRETE [--]REINFORCED MASONRY Z WELDING OFIREPROOFING El Q.C. CONCRETE El ROOFINGIWATERPROOFING El P.T. CONCRETEISTRESSD EPDXY ANCHORS El H.S. BOLTING El PROJECT TITLE: Carlsbad Fire Station #6 PHASE #: DSA FILE NO.:NA DSA APP. NO.: NA PROJECT ADDRESS: 7201 Rancho Santa Fe Road, Carlsbad Ca. 92008 PERMIT NO.: CB062002 PLAN FILE NO.:NA ARCHITECT: WLC ENGINEER: K.B. Leung And Associates, Inc GENERAL CONTRACTOR: Edge Development, Inc SUB CONTRACTOR: White's Steel/Jon Steel Erectors LUt.A I UN OF WORK INSPECTED: On site MATERIAL CLASSIFICATION: ASTM A36, A500-GR-B HSS TS WELDING! AWS D1.1 FCAWw/ FILLER NR 232. DATE: DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: 7:00 TIME DEPARTED: 4:30 1-18-08 On site to provide visual inspection on the following field welding: Full pen & flare bevel welding of TS beam to TS column T joints per detail 7 on S8.3. Visual inspection & welding complete along 1,3 & A lines 2" floor, roof level & stair landing connections. UT requested NOTE: I mentioned to welders of Jon Steel about cleaning up where support angles were removed but it has not happened yet. There is a hex nut missing from column base located @ 3/G.2. White's steel is aware of this & stated that they will bring it out when they install the stairs at a later date. Welding by 2 certified welders to approved plans & procedures. Eric Murray P.E.REVIEW: UBC I hereby certify that I have ihspected the above reported work. Unless noted otherwise, . .' '.. the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. INSPqJ. DSA I hereby certify that I have inspected the above reported work in accordance with the SUPEk REGISTRATION No. CWI# 05030391 Inspector Initials EM 1-18.08 TE1q1SSINTURE DATE requirements of DSA approved documents. Sampling and testing were conducted in ye wo ordance with the requirements of the DSA approved documents. The work inspected Signature authorize nt. plies with the DSA approved documents. Yes: No:_ Inspector Initials i i ii kN (At )i'.NA S()L & I k:i ii'(..j, Ii\L. SiC 6280 RIVERDALE STREET, POST OFFICE BOX 600627, SAN DIEGO, CA 92160-0627 Phone (619) 280-4321, FAX (619) 280-4717 SCS&T FILE NO.:0812051P P.O. NO.: F c I x PL 17 1 NC 17 1 FIX 17 PAGE 1 OF I FIELD INSPECTION REPORT FOR: 11 REINFORCED CONCRETE OREINFORCED MASONRY Z WELDING DFIREPROOFING El Q.C. CONCRETE El ROOFING/WATERPROOFING El P.T. CONCRETEJSTRESSfl EPDXY ANCHORS El H.S. BOLTING El PROJECT TITLE: Carlsbad Fire Station #6 PHASE #: DSA FILE NO.:NA DSA APP. NO.: NA PROJECT ADDRESS: 7201 Rancho Santa Fe Road, Carlsbad Ca. 92008 PERMIT NO.: C8062002 PLAN FILE NO.:NA ARCHITECT: WLC ENGINEER: K.B. Leung And Associates, Inc GENERAL CONTRACTOR: Edge Development, Inc SUB CONTRACTOR: WhIte's SteeUJon Steel Erectors LULA I UN OF WUNit INSPECTED: On site MATERIAL CLASSIFICATION: ASTM A36, A500-GR-8 HSS TS WELDINGI AWS D1.1 FCAW WI FILLER NR 232. DATE. DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: 7:00 TIME DEPARTED 4:30 1.17-08 On site to provide visual inspection on the following field welding: Fit-up & tacking of TS beam to TS Column T joints along 1,2 & 3 line 2nd floor & roof level. Fit up & tack welds for TS connections complete. Full pen welding of TS beam to TS column Tjoints in progress per detail 7 on S8.3 @ stair landing & 1 to 3 lines. Stair landing TS welding is complete. Jltrasonic inspection upon completion. NOTE: Two welders from sub contractor Jon Steel Erectors arrived without the proper up to date qualifications needed to perform the welding required. Welder qualifications were faxed and appear to be current for Jairo & Octavio Arellano tested & stamped by CWl Ruben Dominguez and dated 12-17-2007 for FCAW process. Welding by 2 certified welders to approved plans & procedures. Eric Murray P.E.REVIEW: UBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, -. specifications and applicable sections of the governing building laws. INSPEC , R SI TUR CWla O535 the work inspected Is to the best of my knowledge in compliance with the approved plans, . 1 REGISAflO No. specifications and applicable sections of the governing building laws. INSPECLR SI TURg Inspec10- Initials EM 1.17.ce DSA I hereby certify that I have inspected the above reported work in accordance with the SUPERI rdance with the requirements of the DSA approved documents. The work inspected NTS IGN DATE requirements of DSA approved documents. Sampling and testing were Conducted in re )lies with the DSA approved documents. Yes. No: Inspector Initials ' SOIL & TESTIPIG. C SOUTHERN CALIFORNIA SOIL & TESTING, INC. EM0178 6280 RIVERDALE STREET, POST OFFICE BOX 600627, SAN DIEGO, CA 92160-0627 Phone (619) 280-4321, FAX (619) 2804717 SCS&T FILE NO.:0812051P P.O. NO.:____________ [ I x 1 I "- I I J NC 17 FIX PAGE 1 OF 1 IELD INSPECTION REPORT FOR: 0 REINFORCED CONCRETE DREINFORCED MASONRY 0 WELDING []FIREPROOFING I Q.C. CONCRETE Li ROOFING/WATERPROOFING 0 P.T. CONCRETEFSTRESSD EPDXY ANCHORS 0 H.S. BOLTING 0 'RO.JECT TITLE: Carlsbad Fire Station #6 PHASE* DSA FILE NO.:NA DSA APP. NO.: NA 'ROJECT ADDRESS: 7201 Rancho Santa Fe Road, Carlsbad Ca. 92008 PERMIT NO.: CB062002 PLAN FILE NO.:NA RCHITECT: WIC ENGINEER: K.B. Leung And Associates, Inc ENERAL CONTRACTOR: Edge Development, Inc SUB CONTRACTOR: White's Steel OCATION OF WORK INSPECTED: On site LO.TERIAL CLASSIFICATION: ASTM A36, A500-GR-8 HSS TS, A706 ATE: DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: 7:00 TIME DEPARTED: 3:30 1-16-08 In site to provide visual inspection on the following field welding: Fit-up & tacking of IS beam to TS column I joints along 1 & 3 line 2' floor & roof level in progress. See note. 5x5x3/8" IS column to plate w/ 1/i" fillets both sides per RFI #45 welding complete. TS to beam web w/ 1/4" fillets welded to beam top of wall @ E.4/5. Welding per detail 4 on S8.3. Welding complete. Anchor bolts that were not threaded to top of nut on two columns puddle welded to top of nut to pre-qualified procedure w/ preheat. Only two bolts that had this condition each gravity column. Welding complete. W strap plate welded to column splice w/ CP weld per detail 23 on S8.3 welding complete @ F/i line. IOTE: All full pen TS T joint fit-ups had to have backing removed &/or modified to meet column with no gap. Welding by 3 certified welders to approved plans & procedures. Eric Murray P.E.REVIEW: I hereby certify that I have inspected the above reported work. Unless noted otherwise, work inspected is to the best of my knowledge in compliance with the approved plans, REGLSTRATON No. cfflcations and applicable sections of the governing building laws. IN SP R SIaNAI~A~cww 0600391 pector Initials EM 1-16-08 A I hereby certify that I have inspected the above reported work in accordance with the SUPERJ RE DATE uirements of DSA approved documents. Sampling and testing were conducted in vowosic. ordance with the requirements of the DSA approved documents. The work inspected I with the DSA approved documents. .......__ Inspector Initials H . •LftORA UH. & 6280 RIVERDALE STREET. POST OFFICE BOX 600627. SAN DIEGO. CA 92160-0627 Phone (619) 280-432!, FAX (619) 280-4717 SCS&T FILE NO.:0812051P P. 0. NO.: [' I x PL NC FIX 1 I PAGE 1 OF 1 FIELD INSPECTION REPORT FOR: U REINFORCED CONCRETE DREINFORCED MASONRY 0 WELDINGDFI R E P R O O F I N G Or' C'rpT fl P Or) IISJCMJATPPPRC)CIFINI' fl P T (ONCRETE /STRESS fl EPDXY ANCHORS IT) H.S. BOLTING 0 PROJECT TITLE: Carlsbad Fire Station #6 PHASE #: DSA FILE NO.:NA DSA APP. NO.: NA PROJECT ADDRESS: 7201 Rancho Santa Fe Road, Carlsbad Ca. 92008 PERMIT NO.: CB062002 PLAN FILE NO.:NA ARCHITEC: WLC ENGINEER: K.B. Leung And Associates, Inc GENERAL CONTRACTOR: Edge Development, Inc SUB CONTRACTOR: White Steel LOCATION OF WORK INSPECTED: On Site MATERIAL CLASSIFICATION: ASTM A36, A500-GR.B HSS TS, A70 6 - WELDING! AWS 01.1, DI.4 FCAW WI FILLER NR 232. DATE. DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: 6:30 TIME DEPARTED 300 1-15-08 - On site to provide visual inspection on the following field welding: Fit-up & tacking of TS beam to TS column T joints along 3 line 2 d floor & roof level in progress. See note. #6 ASTM A706 rebar to L5x3x1/4" angles @ top of wall E.4/4 & E.4/5 welding complete to detail 4 & 5 S8.3. NOTE: Due to tubesteel connection T joint full pen w/ preinstaUed bac k i n g t h a t d o e s n o t m e e t t h e c o l u m n s i n s o m e areas the contractor began weld build-up of the Continuity plate to fill the g a p . I m a d e t h e m a w a r e t h a t t h i s i s n o t a n approved design or fit-up condition. This was done only to one 5x5x3/8 colum n # 1 0 5 B @ 1/3.9 line and is a rework connection area where beam removal caused recessed area in colum n c a u s i n g g a p . T h e e n g i n e e r d i d n o t a p p r o v e the fit up or the build-up of the continuity plate with weld. Backing is being ad j u s t e d t o c o n f o r m & t h e w e l d o n t h e continuity plate was ground back. * Column 100C was sent back to the shop for repair of splice to straighten. Th i s w a s d o n e b y h e a t s t r a i g h t e n i n g i n lieu of cutting & reweld. This will require magnetic particle testing as well as U T w h e n w e l d i n g i s c o m p l e t e . Eric Murray 7 P. E.REVIEW: UBC I hereby certify that I have inspected the above reported work. Unless note d o t h e r w i s e , :he work inspected is to the best of my knowledge in compliance with the approved plans, '1 - - REGISTRATION No soecifications and applicable sections of the governing building laws. INSPECTOR SIGN E CWIe 0503035' Insoec:or Initials EM DSA I hereby certify that I have inspected the above reported work in acco r d a n c e w i t h t h e - SUPERINTEN$IATURE DATE aurements of DSA approved documents. Sampling and testing w e r e C o n d u c t e d i n ;cordance with the requirements of the DSA approved documents. T h e w o r k i n s p e c t e d Signature authorizes the above woris. complies with the DSA approved documents. Yes: No: Inspector Initials