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Home My WebLink About260 Chapel Road (7)eRIALS TFS C TRI-STATE, MATERIALS TESTING LAB INC. CONNECTICUT DIVISION 1:1"P"NORTH PLAINS INDUSTRIAL ROAD • WALLINGFORD,CONNECTICUT 06492.1203)949-7733 • FAX(203)949-77:5 i^ uA PAL cCTIpN ENp'1 . Client: Design Tec Report#: 022 17 Sparks St. Date: 07/20/99 Plainville, CT. 06062 Inspector: Chris Purinton Project: GCR Truck Tire Center STRUCTURAL STEEL FIELD INSPECTION Met with superintendent Harry DiTolla for initial inspection of structural steel. Reviewed drawings. Observed work in progress on new building which is approximately 30% erected with purlins and roll braces being bolted up and tightened and brace cables being installed. Visually inspected installation of new steel in existing building which is approximately 50% completed, including dock columns and extra beams at North wall Work performed to date conforms to AWSDI.1-98, AISC,job specifications and approved drawings. Remarks: Report To: Design Tec, Salamone Associates Submitted By: Tri-State Materials Testing Lab., Inc Neal J. White, P.E so rJ The above data is the property of the client_ No reproducuon of the above datai 1b so le of I,S4 t.Ild'enals Tesung. Tri-State Matenals Tesung accepts no liability for work executed by othersVAt e s, t tAl_E 7 e r T iRI-5!t'•_T11'lfi _iZRIALS TI_T ING LAB INC. F- CONNE...LC:..'T DIVISION 1=1"?-"TORTH PLAINS TDIDUS iRL4L.ROAD • WALLINGFORD.CO fNEC.ICL?06492- 031949 7_3 • c X;20_3i 949-7;:5 A f T Oni Equtir Client: Design Tee Report#: 040 17 Sparks St. Date: 07/21/99 Plainville, CT. 06062 Inspector: Chris Purinton Project: GCR Truck Tire Center STRUCTURAL STEEL FIELD INSPECTION Observed work in progress on new package building, including installation of wall skin, roof skin, tightening of bolts throughout building, and installation of cable braces. Work conforms to AISC,job specifications, and approved drawings by manufacturer. Reviewed drawings for existing building. Called fabricator Dyco for welder certifications and mill test reports for materials. Met with superintendent Harry DiTolla. Remarks: Report To: Design Tec, Salamone Associates Submitted Bv: Tri-State Materials Testing Lab., Inc Neal J. White. P.E Tic•. The above data is the properiv of the client. No rearoducuon of the above am wnhout the sole permission ofTri-State Materials Testing. Tri-State Materials Testing accepts no liability for work executed by other a 44 1C 'Z+, fit,•. 4L, EfrttALS TES F TRI-STATE MATERIALS TESTING LAB INC. CONNECTICUt DIVISION 1217-NORTH PLAINS INDUSTRIAL ROAD • `WALLINGFORD.CONNEC:ICUT 06492• (203)949-7733 • FAX(203)949-7735 r U SA Qom? cCT/pAt - ENG1 Client: Design Tee Report#: 055 17 Sparks St. Date: 07/27/99 Plainville, CT. 06062 Inspector: Chris Purinton Project: GCR Truck Tire Center STRUCTURAL STEEL FIELD INSPECTION Met with Client superintendent Harry Ditolla at his request for inspection of new building frame nearing completion. Roof covering is approximately 30% complete. Reviewed manufacturer A& S drawings. Inspected frame for conformance with approved drawings and AISC specifications. Tapered beams, roof frame and bracing are complete; wall purlins are still in progress; frame is approximately 95%complete. All completed areas are in conformance with the exception of several baseplate anchor bolts (and cable-brace fittings above those baseplates) with loose or missing nuts on tapered-web columns. Remarks: Bolt tension will be tested to turn-of-nut specifications after slab is completed. Report To: Design Tee, Salamone Associates Submitted Bv: Tri-State Materials Testing Lab., Inc Neal J. White, P.E g tw.y..•K The above data is the property of the ciienL No reproduction ofthe above data vvnthout the sole permission of Tri-State Materials Tesung. a x Tri-State Materials Testing accepts no liability for worst executed by others. 4• ti e i i 7 TRI-STA731 MATERIALS TISTING LAB INC. I CDNNEC:TC'JT DIVISION 1217"NORTH PLANS INDUSTRIAL ROAD WALLr-NGcORD.CONNECTICL'T 06492• !203)949--733 FAX(203)949-7735 u Client: Design Tec Report#: 0'3 31 17 Sparks St. Date: 07/29/99 Plainville, CT. 06062 Inspector: Chris Purinton Project: GCR Truck Tire Center STRUCTURAL STEEL FIELD INSPECTION Met with client superintendent Harry DiTolla for inspection of new building. Reviewed drawings. Inspected frame for conformance with approved drawings and AISC specifications. With the exception of incomplete anchor bolting, entire frame is complete and acceptable. Roof and wall skin still in progress. r Visually inspected new beam welded connections between lines 11 and 9 in existing building. Found one weld cracked at 1B3 on B.9 line, West side North end of existing W 18, South fillet on shear plate connection to web. This area will be reinspected on another visit. Remarks: Report To: Design Tec, Salamone Associates Submitted Bv: Tri-State Materials Testing Lab., Inc NeaLJ-.Whte, RE1A i 1e• rs "_ The above data is the property of the client No reproduction of the above aata without the sole permission of Tn State Materials Testing Tri-State Materials Testing accepts no liability for work executed by others Ne 6 v tKtAL=TEiT CDC^1c:.:.C:.: 71ViSi0N l3I'?"'NORiri PL-1.lNS MUSir.IAL MAD .VAL??'IGrORD.CONNEt::C:,T 06492•t 2^=i 949 FAX i203 i 949 a fir CAI Client: Design Tec Report#: 041 17 Sparks St. Date: 08/04/99 Plainville, CT. 06062 Inspector: Chris Purinton Project: GCR Truck Tire Center STRUCTURAL STEEL FIELD INSPECTION Met with superintendent Harry DiTolla. Observed fastening of wall skin and fascia on new building. Reminded erector to tighten all anchor bolts before leaving. No discrepancies were found. Existing building: 1. Performed ultrasonic weld inspection on roof beam splice from original construction at B.9/5 column; weld was found unacceptable and Mr. DiTolla was informed. 2. Found no drawing for lintel support at C.9/9 column. Informed both Mr. DiTolla and fabricator Dyco that an RFI is required here. Visited fabricator Dyco. Received welder certificates, reviewed, and found all acceptable per AWSD 1.1-98. Remarks: Report To: Design Tec, Salamone Associates Submitted Bv: Tri-State Materials Testing Lab., Inc Neal J. White, P.E The above data is the property ofthe client No reproduction oftheabove data withoutthe sole permissionofTri-State Materials Testing Tri-State Materials Testing accepts no liability for work executed by others 1 L ITsum S%iLi. G, "•'+L.':G-vim.C:.,ti^1—L—i b 9. ;n- u i ati9_w Client: Design Tec Report#: 050 17 Sparks St. Date: 08/16/99 Plainville, CT. 06062 inspector: Chris Purinton Project: GCR Truck Tire Center STRUCTURAL STEEL FIELD INSPECTION Performed bolt tension testing at new package building. Random locations were tested on various size hex-head bolts Type A307 or Type A325, on tapered-web members and on formed-sheet members. Thirty representative samples all tested in conformance with AISC Code of Standard Practice specifications for tightening by "turn-of-the-nut" method in joints using ASTM A325 on A490 bolts, i.e. 1/3 to 1/2 turn±30 degrees beyond"snug-tight", as specified by manufacturing A& S Building Systems. Remarks: Visual inspections on earlier visits and on this visit found no discrepancies with regard to contact between faying surfaces in bolted connections. 3 column bases on North wall have incomplete anchor bolt connections to baseplates as reported previously Report To: Design Tec, Salamone Associates 0.L0A M Submitted Bv: Tri-StateA 1 4 i1 ab., Inc 4 te, P.E No, L