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Home My WebLink About20 Baker Lane (3)MATERIALS TESTING, INC khdiNgg 200 ROWE AVENUE • MILFORD, CONNECTICUT 06460 • (203)878-27654111ilftwooli 871 STAFFORD ROAD EAGLEVILLE, CONNECTICUT 06268 (860)487-1972 NVLAP ACCREDITED DATE: 05-24-00 0320 REPORT NO: S-1009 CLIENT:Temple Beth Hillel PAGE: 1 of 2 1001 Foster Street Ext. South Windsor, CT 06074 PROJECT: Temple Beth Hillel s :C, = i 20 Baker Lane South Windsor CT SUBJECT: STRUCTURAL STEEL INSPECTION - SHOP J-'S° Fr -)$OR At 3, 1)As requested, a shop inspection was performed today at the above stated project site. A) The fabricator is J & P Best Welding Co. of Bridgeport, CT. 1) Those structural members inspected today were painted and erected. Those welds visible from the ground are complete and appear to be as required on the shop drawings or noted on the attached punch list. 2) The following pieces were inspected: 5C19, 6C22, 6C23, 6C24, 8C31, 8C30, 8C29, 231359, 261385 6), 8C32, 11C42, 1OC37, 1OC38, 2913107, 4C15, 4C14, 4C13, 2913103, 15C59, 15C60, 13C52, 13C51, 13C50, 13C49, 7C28, 7C27, 9C26, 241368(2), 7C25, 14C53, 15C27, 15C58, 12C48, 1 C3, 2C6, 1 C4, 1 C2, 1 C1 L, 1 C1 R, 17138 (2), 17BA (2), 17B19, 2C5, 2C7, 281399, 281398, 2C8, 3C10, 3C11, 3C12 and 3C9. Materials Testing, Inc. Inspector, Kenneth Bly 7Xf11ti;42 Frank A. Soucy 1 cc Client 1 cc Podojil Builders/R. Podojil 1 cc Levin/Brown & Associates, Inc. 1 cc Town of South Windsor r-- 1 cc LPJ/Qodesh, Inc. 1 cc Podojil Builder/W. Laramee Igb Test reports may not be reproduced without the express permission of Materials Testing,Inc Test reports must not be used to claim product endorsement by NVLAP or any agency of the U S Government Results only relate to items tested CLIENT:Temple Beth Hillel DATE: 05-24-00 PROJECT: Temple Beth Hillel REPORT: S-1009 20 Baker Lane South Windsor, CT PAGE: 2 of 2 SUBJECT: STRUCTURAL STEEL INSPECTION - SHOP INSPECTION PUNCH LIST Date Date Reported Description Inspected 05-24-00 1) Welders' qualification papers for those people welding on this project during fabrication in the shop. All shop welds are unacceptable until review of welders' qualification papers is completed. 2) Framing connections welded to the columns call for the vertical leg with a '/2" return on top. a) Actual: most all of these connections are welded fully on 3 sides. bottom and top welds at these connections are welded complete. 1) Request Engineer's review. 3) Bent plate connection changed to shear plate connection, due to clearances at the following columns: 9C35, 5C18, 9C34, 9C36, 14C54; no weld requirements available. 4) Bent plate weld detail for column 12C46 and 12C45. The weld symbol calls for a full penetration groove weld. a) Actual: no groove or full penetration joint welds made. 1) Request Engineer's review. 5) Beam 29B111 (2) requires a %" fillet weld on 3 sides. a) Actual: one side has only a 3/16" fillet. 6) Skewed fillet welds at shear connections require 5/16" fillet welds. a) Actual: due to the angle of the skew, the leg against the web or flanges is not 5/16", weld measure 3/16'. 1) 5C 18 8) 15C58 2) 9C35 9) 14C56 3) 9C36 10) 11 C44 4) 9C37 11) 1 OC40 5) 14C54 6) 18B14 7) 15C60 b) Request Engineer's review. MATERIALS TESTING, INC 1 200 ROWE AVENUE • MILFORD, CONNECTICUT 06460 (203)878-2765 871 STAFFORD ROAD EAGLEVILLE, CONNECTICUT 06268 (860)487-1972 NVLAP#0320 DATE: 07-12-00 Specific Scope Accredited REPORT NO: S-1010 0,1101111 1 of 3COVV CLIENT:Temple Beth Hillel O BEM AD -c 1001 Foster Street Ext. Z South Windsor, CT 06074 i16681 ; PROJECT: Temple Beth CE14 20 Baker Lane vliil,SS10NA ``South Windsor, CT SUBJECT: STRUCTURAL STEEL INSPECTION - FIELD AND ULTRASONIC EXAMINATION A visit was made on this date to the above project. The purpose of this visit was to perform visual and ultrasonic examinations on field installed welds per AWS D1.1 Structural Steel Welding Code and examination of high strength A325 bolting and high strength A325 tension control bolting. Reference drawings from Levin/Brown Associates sheet S-2 Roof Frame Plan, dated 10-15-99 and sheet S-5 Details, dated 10-15-99. Listed below are the areas and components examined. See page 3 of report for ultrasonic examination results. 1)High strength A325 tension control bolting. A. Between lines A thru O, 9 thru 19 bolts installed and splines sheared. Satisfactory B. Lines B thru F, 12 thru 19 - several areas of beams W30 and W21 being welded in lieu of high strength bolting typically '/4"fillet welds installed, full vertical length with returns 1"top and bottom. Quality of welds was in accordance with AWS D1.1. Engineer Review Required. 11) Metal roof deck puddle welds and fasteners (reference sheet S-5 details). A. Between lines A thru O, 7 thru 19. Satisfactory B. Roof strapping between line A thru O, 7 thru 19.Satisfactory III) Field elevation changes (reference attachment of this report) fillet welds. A. Between lines J thru M, 8.1 to 12.1 additional welds required for field welded changes at W16 x 26 to%it plate. Unsatisfactory B. G.1 to J.1, 7 to 9, field welded channels to W16 x 26 to 3/8" plate welds satisfactory to AWS D1.1 and referenced sketch. Satisfactory Client: Temple Beth Hillel 07-12-00 S-1010 Project: Temple Beth Hillel Page 2 of 3 20 Baker Lane South Windsor, CT IV) Incomplete items A. Lines E.1 thru J.1, 4 thru 7 - beams, high strength bolting and metal roof deck. Incomplete B. Welder certification documentation review. Incomplete Materials Testing, Inc. Inspector, Peter Durand Frank A. Soucy 1 cc: Client 1 cc: Podojil Builders/R. Podojil 1 cc: Levin/Brown &Assoc., Inc. 1 cc: Town of South Windsor 1 cc: LPJ/Qodesh, Inc. 1 cc: Podojil Builders/W. Laramee Attachment (1) kll Test reports may not be reproduced without the express permission of Materials Testing,Inc Test reports must not be used to claim product endorsement by NVLAP or any agency of the U S.Government. Results only relate to items tested MATERIALS TESTING, INC 1? 200 ROWE AVENUE MILFORD, CONNECTICUT 06460 (203)878-2765 871 STAFFORD ROAD EAGLEVILLE, CONNECTICUT 06268 (860)487-1972 NVLAP#0320 DATE: 07-25-00 Sp cific Scop Accredited REPORT NO: S-1011 PAGE: 1 of 2 CLIENT:Temple Beth Hillel 1001 Foster Street Ext.O South Windsor, CT 06074 OF GN1FCcy i,// PROJECT: Temple Beth 20 Baker Lane South Windsor, CT 1 a, SUBJECT: STRUCTURAL STEEL INSPECTION - FIELD A visit was made on this date to the above project. The purpose of this visit was to perform visual examination on field installed fillet welds per AWS D1.1 Structural Steel Welding Code and the examination of high strength A325 tension control bolting. Also on this date, examination of thin gauge metal studs and fasteners was performed. Reference drawings from Levin/Brown Associates sheet S-2 Roof Frame Plan, dated 10-15-99 and thin Gauge Package from Hallisey Engineering, dated 05-10-00. Listed below are the items and areas examined. 1)Thin gauge metal studs and fasteners. A. Missing fasteners identified and marked with a yellow marker with an "X" lines B to M, 12 to 19. Unsatisfactory B. Between lines A thru 0, 4 thru 19 shear"X" strap bracing and fasteners. Incomplete II) Structural steel items. A. Between lines E.1 to J.1, 4 thru 7 beams and high strength TC A325 bolts installed, splines sheared. Satisfactory B. Numerous welded connections noted on W12 and W18 beams between lines G.1 and J.1, typically '/4" fillet weld installed full vertical length with returns 1" top and bottom in lieu of high strength A325 bolting. Engineer Review Required. III) Metall roof deck puddle welds and fasteners between lines E.1 to G.1, 4 thru 10. Satisfactory Client: Temple Beth Hillel 07-25-00 S-1011 Project: Temple Beth Hillel Page 2 of 2 20 Baker Lane South Windsor, CT IV) Items previously identified as being unsatisfactory (report dated 07-12-00). A. Between lines J thru M, 8.1 to 12.1 welds have not been installed at channels at W16 x 26 to%" plate. Materials Testing, Inc. Inspector, Peter Durand y Frank A. Soucy 1 cc: I Client 1 cc: Podojil Builders/R. Podojil 1 cc: Levin/Brown &Assoc., Inc. 1 cc: Town of South Windsor 1 cc: LPJ/Qodesh, Inc. 1 cc: Podojil Builders/W. Laramee kll Test reports may not be reproduced without the express permission of Materials Testing,Inc. Test reports must not be used to claim product endorsement by NVLAP orany agency of the U.S.Government. Results only relate to items tested. A000%N1 hdP* MATERIALS TESTING, INC lk, 1 i 200 ROWE AVENUE MILFORD, CONNECTICUT 06460 (203)878-2765 r 871 STAFFORD ROAD EAGLEVILLE, CONNECTICUT 06268 (860)487-1972 NVLAP#0320 DATE: 09-12-00 Sp cific Scop Accredited REPORT NO: S-1012 PAGE: 1 of 2 CLIENT:Temple Beth Hillel 1,%'-1lililir/// i 1001 Foster Street Ext. South Windsor, CT 06074 q AbOL F• U) PROJECT: Temple Beth 20 Baker Lane South Windsor, CT io,.s CEN, , ii t SIGNA CN SUBJECT: STRUCTURAL STEEL INSPECTION - FIELD Ep A visit was made on this date to the above project. The purpose of this visit was to perform a final examination on thin gauge and structural steel components on above project, including items previously reported by Materials Testing, Inc. as being incomplete or unsatisfactory. Reference reports dated 05-24-00 punch list items and reports dated 07-12-00 and 07-25-00. Listed below are the items and areas examined. 1)Missing thin gauge metal studs and fasteners (report 07-25-00) between line B to M, 12 to 19 have been installed.Satisfactory II) Missing shear wall strap bracing and fasteners (report 07-25-00) installed fasteners in place, modifications have been made to shear wall strap brace locations (see attached sheets) and differ from drawing S-2 locations. III) Structural steel items: Missing welds between lines J thru M, 8.1 to 12.1 at channels to W16 x 26 to 3/a" plate (reported 07-12-00 and 07-25-00) sloped roof edge, reference SK-1, dated 06-14-00. Additional welds have been installed, welds satisfactory to AWS D1.1 and to SK-1. Satisfactory IV) Punch list items reported 05-24-00. A. Welder qualification papers for welders utilized for field welding were found to be up to date and satisfactory for process and position. Satisfactory B. Shop welder certification papers for people welding on project including special inspection part "A" for fabrication shop. Incomplete Client: Temple Beth Hillel 09-12-00 S-1012 Project: Temple Beth Hillel Page 2 of 2 20 Baker Lane South Windsor, CT IV Cont.) C. Additional weld size have been installed on columns and beams (see attached sheet for engineer comments on punch list dated 05-24-00): 291311 '/4"fillet welded 3 sides. 5/16" fillet welds: 5C18 14C54 14C58 9C35 181314 11 C44 9C36 15C60 1OC40 1OC37 15C58 The above beam and column welds were found to be satisfactory to AWS D1.1 and for required weld size. Welds were found in a painted condition. Materials Testing, Inc. Inspector, er and Frank A. Soucy 1 cc: Client 1 cc: Podojil Builders/R. Podojil 1 cc: Levin/Brown & Assoc., Inc. 1 cc: Town of South Windsor 1 cc: LPJ/Qodesh, Inc. 1 cc: Podojil Builders/W. Laramee Attachments (4) kll Test reports may not be reproduced without the express permission of Materials Testing,Inc Test reports must not be used to claim product endorsement by NVLAP or any agency of the U S Government Results only relate to items tested Sl or F r IF 10 on Po- ip R ems.: r, A,. I cryAUXMEETINro I n VIA AW r s , rip AL s• n r 00 r kill 1 4 LPJIQQDESH INC. CONS',ULTING ENGINEERS f, 16 Wt'sST TVYE M•PiF7H ST. BALTtOM!!<,6010 212111 TiU:tlQWi-TOOL R/1X-414.3/t•.1AU FACSIMILE, COVER SHEET xelmxl Date: Nut NO: t•i0 ? • 1'r Firm; 01.11 Attn: r Re; t l LN/Clodesh No.fell This transmission Is , page(s) (Including covor shoo*. ORIGINAL WILL BE MAILED COMMENTS: r rtawra rq,r r rtarirra+.r—w.. fir•/ri t,tr r r ww 0l tatrti FROM: Copy To: CONADSMA Ulf NOTICQ TNT hife" "m In this Awl N kmdsd IV the IN~ or rltlty mwad sraro. 1 4w he upily PrIva 4si ww mAdWASL it tU how m1mved If a 1AfOftlmddn in amrs PIM"""as Mntftt "N by"filn11 VON f1MJ bw Mt we be" 4 go reader of thin 1000410 19 loot"1111~1101dPW04;YW tw NMI n0l"d that ally dim"& ,dwmwfilmm ' Midf4li faumMI"o M Its noltltt m Is Olotly"Med. if any pages are Illegible or missing, please contact sender at (410) 3W7wor 10' d Z00' ON ZS: TT QO.rz find S£8£-•992-0TP: 131 I rysapop rd CLIENT:T mpie Beth iiip•I DATE: 05-24.00 9 3r PROJECT: T mpt Beth HIM R&PORT: 5-1009 20 Baker Late South Windsor.CT PAGE: 2 of 2 SUBJECT: STRUCTURAL STEEL INSPEC HO INSPECTION PUNCH t.IST Date date Reported Deecrlptkin Inspected 05-24-00 1) Welders'qualification papers for those people welding on this project during J omptchtt fabrication In the shop. All shop-maids are ur acceptable until review of Q"Sw welders' qualification papers is campletoid. 2) Framing connections welds J to the coluanne call for the vertical leg with a Van return on top. s) Actual: most all of those connections are welded fully on 3 sides. kaRCA.Alkg bottom and top welds at these connections are welded complete. 1) Request Engineer's review. 3) Eenvolate connection changed to shear plate connection, due to clearances W p $No IMP r- at the following oolumns:Of FA{• AMIN 9 C34, 9036,4ACU: no weld requirements available. 8dog oQ 6 4) Bent plats weld detail for coiurnn*12C46 and 12C45. The weld symbol calls WO ` w for a full penetration groove wdld. a) Actual: no groove or full penotration joint welds made. It to Fa ko Gpoov(t 1) Rsgwnt Engirwo0s review. h4**%,rAk4. 1) Beam 298111 (2)requires v Y40 fillet weld on%5 sides. a IVwTd a) Actual: one side has otity s 3116"fillet. 6) Skewed fillet welds at shear connisctionf,require 5116"fillet welds. a) Actual. dine to the snobs of the skew, the lag agamst the web or Rang" ArSM to not 4l167, weld mea6iure S1116", jv#(A 1) 5C1 a e) 15C:58 2) 9C35 9) 14656 3) 9038 10 11 C44 4) -,&^37 11) 10C:40 6 ' i4C546j18614 7) 15C60 b) Request Engineer's re"Iew. Q' d Z00' oN M I t 00.bZ End OUT 1 usspoDfLd-l