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Field report 3.pdfMaterials Testing & Consulting, Inc. Gt otedlnkal Fagiintriat A Conw*inp • Sprv"l Imlwtkrl • NlltlTiaH Te+hne • F.nvirnnmenl.11 l twmalliwe Farni•m/ t%%urunceNimv ttrdl PCC Natural Markets Interior Remodel - Edmonds - 1713102 - Field Report: Steel, Job site: Report #F82619 CLIENT PROJECT LOCATION PCC Natural Markets 9803 Edmonds WAy Edmonds WA 98020 AFC Structural DATE 07/12/2017 PERMIT # BLD2017-0416 Inspection Information: Inspection Date: 07/12/2017 Time Onsite: 5:00 A.M. Weather Conditions: inside Inspection Performed: Structural Steel, Job site Comments: -MTC on site as requested to visually inspect the structural steel and field welding of the following items noted below. At this time MTC verified the welder's WABO certification and welding procedures. Welding noted below was observed to comply with the visual requirements of AWS D 1.1 and the project plans/specifications. MTC conducted the inspection off of the revised structural plans dated 05/24/2017. -Welder: Mark S. Priest WABO #W20557 October 1, 2017 -Process/Consumables: FCAW using 1/16" ESAB Coreshield-8 E71T-8 -Structural steel for the deli canopy framing grid lines (C-17/6) *In reference to MTC structural steel visual report #1782573 dated 07/11/2017, MTC noted that a lift was not available to visually inspect the welds above eye level. At this time a lift was available and MTC was able to visually inspect the welds for the following items.* 1.) MTC observed the completion of the complete penetration welds for the L2-1/2"x2-1/2" canopy frame mitered corners per detail 1 on sheet S2.01. MTC observed the fit up of the 6 canopy frames to be a pre -qualified double sided square groove TC-LI-GF per AWS D1.1. MTC notes that only visual inspection is required since the size of the weldable steel is only 1/4" thick. Ultra Sonic testing is not required on steel less than 5/16" thick per AISC 360. 2.) MTC observed the completion of the 5/16" flare bevel groove welds for the attachment of the C6xl3 channels to the existing and new HSS 5x5 columns per sheet S1.00 and detail 1 on sheet S2.02. 3.) MTC observed the completion of the 5/16" fillet welds and flare bevel welds for the attachment of the new HSS 5x5 columns to the new HSS 5x5 roof beams including the HSS 5x5 sister column stub for the connection at grid lines (E-F/6) per detail 12 on sheet S2.02. 4.) MTC observed the completion of the welding for the connection of the new HSS 5x5 beams to the new and existing HSS 5x5 columns at the canopy height and the tie rod height per detail 4 on sheet S2.02. 5.) MTC observed the completion of the stitch welding for the attachment of the new channel to the canopy height HSS 5x5 beam for the connection of the canopy frames per detail 10 on sheet S2.02. 6.) MTC observed the completion of the 5/16" fillet welds for the attachment of the 3/8" plate between the canopy frames and channel per detail 5 on sheet S2.01. *Wood Framing* 1.) MTC observed the installation of the A35 clips at 24" on center for the attachment of the new 3x6 ledger to the existing roof sheathing at the new HSS roof beams grid lines (E-F/6) and (C-D/6) per detail 2 on sheet S2.02. All work was in -compliance with approved plans and specs. Images: AI..Iw wl. ..A .....r r••.....�.......w ...v A..a..�l.....•ae..l�.,•trrM M.rar..•,/lerw•r�►aMwM...rr..•.1�.rrr,.I dMw,r,c �.aaMab^tOwralwpaaa..wMra.a i.�anw �a�le w.q�.raw.•��alat v••w•T•/ C 2*09 - 2012 OINttUI. 20.466/ a C•••rlrut. 1st All ryti. ru•r.N. Corporate • 777 Chrysler Drive • Burlington. WA $3233 • P►one 360.7115.1990 • Pa= 364.755.1980 X%14 Region 2119 Black Late Blvd. S W • Olympia. WA 98312 • Phone 360.334.9777 • Fax 360.534.9779 Ni" Region 905 Dupool Strect. Suite 3 • Belliaghaln. WA 99223 • Phone 360.647.6061 • Fax 360.647.3111 Visit our website: nww_mtc iec_nee PCC Natural Markets Interior Remodel -Edmonds -17B102, 0711212017, #F82619, Page 1 of 3 Materials Testing & Consulting, Inc. Cook%! nkal F2 gilwit A Convulting o Special Issspretkrs • MaAe►ilds Te+eng • F.nvirnnmrnl.11 Cwmalliwlg •il FAZ&v"wd Asvww.v ukv IPA! UPLOADED: 07/12/2017 19:06:00 UPLOADED: 07/12/2017 1):06:00 HSS 5x5 column and sister stub column connection HSS 5x5 column to HSS 5x5 roof beam UPLOADED 07/12/2017 19:06:00 UPLOADED: 07/12/2017 19:06:00 Canopy framing to channel connection HSS 5x5 canopy framing beam to HSS 5x5 column connection Al a./w �. +A .. awl 1. r rw ..� .aww.r. rwv A. r •ram 1.�r..•a •. r.l�•,•� rM M a�rwAr•. /l qw nr �M�•e1 � M...rr..vd �.r.., s dMw, r,c ra�r�rr N• �� I rAYI�N.wMYw � �.�ahw ra�l�wwpn.raw.�•rMT va•rw n 10 a 2406 . 2012 1I6f•r1•lr TC.u•/ a C•••rlrur. let All ryN• ru•rrN. Corporate • 777 Chrysler Drive • Burlington. WA $3233 • P►one 360.7115.1990 • Fox 364.755.1980 XW ReRlon 21 IS Black Lake Hlvd S W • 01)mpla. WA 98312 • Phone 360.334.9777 • Fax 360.534.9779 NN Realon 903 Dupont Strect, Suite S • Bellingham. WA 99223 • Phone 360.647.6061 • Fax 360.647.3111 Visit our website: a»w_mtc iec_net PCC Natural Markets Interior Remodel -Edmonds -17B102, 0711212017, #F82619, Page 2 of 3 Materials Testing & Consulting, GeotTdlnkal F2 gilwit A Convulting • Special Issspretkrs • MaAe►ilds Te+eng • F.nvirnnmrnl.11 Cwmalliwc UPLOADED: 07/12/2017 19:07:00 UPLOADED: 07/12/2017 19:07:00 Canopy tie rod connection REPORTED BY: Michael Currie REVIEWED BY: Ross Jorgensen, Project Manager A35 clips at 3x6 ledger Al a./w �. +A .. awl 1. r rw ..� .aww.r. rwv A.. •ram 1.�r..•a •. r.l�•,•� rM M a�rwAr•. /l qw nr �M�•e1 M...rr..� �.r.., s dMw, r,c Ono** � I wll�N.wMr� �.�ahw ra�l�wwpn.raw.�•rMT va•rw n 10 a 24011 . 2012 10I6f•r1•lr TC.u•/ a C•••rlrur. let All ryN• ru•rrN. Corporate • 777 Chrysler Drive • Burlington. WA $3233 • P►one 360.7115.1990 • Fox 364.755.1980 XW ReRlon 21 IS Black Lake Hlvd S W • 01)mpla. WA 98312 • Phone 360.334.9777 • Fax 360.534.9779 NN ReRlon 903 Dupont Strect, Suite S • Bellingham. WA 99223 • Phone 360.647.6061 • Fax 360.647.3111 Visit our website: a»w_mtc iec_net PCC Natural Markets Interior Remodel -Edmonds -17B102, 0711212017, #F82619, Page 3 of 3