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Report Feb. 17. 200 18P Westwood Contractors — Tacoma 'o. 0150 P. 1/4 no a vl,1 ti. 11J,1Nt.. ;. - GEOTECIIN7CAL ENGINEERING • ENVIRONMENTAL ENGINEERING WELDING REPORT NO :0384RR CONSTRUCTION TESTING & INSPECTION Page 1 Of 1 NATURAL RESOURCES /WETLANDS DATE: Fermi 1, 2009 CONTRACTOR: Westwood Construction PROJECT #: 086 -09003 PERMIT #: BUP2008 -00375 . PROJECT: The Ga Washington S uare, Suite W14 INSPECTOR: Roy Ruch LOCATION: 9677 SW Washington Rd, fl ard, OR JURISDICTION: City of Tigard KRAZAN PROJECT MANAGER: B. Willis WEATHER: Partly cloudy TEMP: 50s ® FIELD WELDING 0 SHOP 0 M. T. ❑ P. T. ® V. T. Krazan and Associates on -site as requested by the contractor Westwood Construction to perform visual welding inspection on structural steel welds. Inspected welds for two air handling unit frames AHUJ1 and AHU - and the connection welds for mounting both frames to the existing roof frame WF beams. Frames were fabricated primarily of C6x8.2 channels with W8x10 beams and angles (AHU -1), and C6x8.2 channels with gusset plates (AIiU -2). Welds were found to be visually acceptable, and conformed to the project and AWS requirements. Position: FLAT VERTICAL HORIZONTAL OVERHEAD © Filler Metal: g70T -1 it Process: SMAW FCAW GMAW SAW D Other: • Weld Type: fILLET CP pp PLUG ❑ Other: CO Weld Size: 3/16" 1/4" 5/16" 3/8" ❑ Other ® Codes: AWS AISC TITLE 21 TITLE 24 USC ASME To my best of knowledge, the above WAS performed in accordance with the approved plans, specifications, and regulatory requirements_ /ref fa Inspector 215 West Dakota Ave., Clovis, CA 93612 (559) 348 -2200 226 N_ Sherman, Ste. A, Corona CA 92880 4231 Foster Ave., Bakersfield, CA 93308 (661) 633 -2200 1501 15m � St. NW #106, Au (909) ) 9 -2 9 - 1025 Lone Palm Ave., Ste. 2E, Modesto. CA 95351 (209) 572 -2200 20714 SR Hwy. ' WA 98p Wy. 305, Ste. 3C, Poulsbo, WA A (253) 5 9 1 2 6 545 Parrott St., Snlose, CA 958112 98370 (360) 598 -2126 5 45 Commerce C cle, Sacramento, , CA 9581 (�) 271 -2200 11715 North Creek Parkway S., C106, Bothell, WA 98011 (425) 485 -5519 CA 95815 (916) 564 -2200 2529 NW Division Street; Gresham, Oregon 97030 (503) 665 -3574 1V-5" a -U COPE TO trg \* sT _ J _ 1 ga sralE V7 =i' r -11` 12" . 1 - - -- I • L I I JO" S" I I sr-or I aa SCALE I -I' - �.--_. _ 1. Ms/ • 4 If6 NS/f's i i Ewsmvc BEau I I // �/ , a6 NSf lS I s /Fs v 7 a6 N 1j a5 - 1uS /FS � � r 8 Die o — I a4 a5 a� �� 66 s J � � �� � S � i a3 02 N EXISTING BEAN J II 1$!i4 "` ' ' vETAtL 2 ru .5C41I I' +1• - s.-r i PL n fs ' NS/TS ` _'� ; s'T` — % e:-...-- 7t } / NSji S �T a+ FXiSANG B EAM • 'SG ▪ £ I � _ _ _ Jj f l a8 NS/FS r i 'IP ji A - p. - [ ?v ZC� j �f 1.. - FEB 0.9 2409 Er i ,� 04 ` a5 05 MUMS POFTTABLEWELDING CT, imiiiiiii GAP INDS WAS RIMGTGN SQUARE pi ' 1 lifaARD, OREGON (1ETAk 4 SNIP BRAWN/3S SCAM I L' CL:1 ,1 � A , RM.Sewe er 1n (77, , . %f6 Ge :groe al GT 46 dWled By RBC o S0AC � G C MU r'_1' w AHILI PAAtS AND BEMs 2 1- r ; . a5 ALL OF !LS il - L42" rvr rc atscmwrav ESSaY 7 Ada TERf p_ ad 0SA/ AMI_1 pyxA1'Q[fRaLF NEIRYf ..__.... - 2 of 19 c • .. I [ 90.y! _ .�7Yr 2 v] �SXS Y 1 0 o EXISTING BEAU DUSTING BEAU z 95 PS 0 1 s o w If Lc-- d a5 PS o f°! g Jr 7 P • m C J XJXK 0 5 1-f o5 05 EXSANC BEAU 11 1 05 05 °2 a5 ab _ Am�6 EaOSTIMG ECU{ °8 04 06' ‘s ��� 034 p �I��� o3 . �� �� a3 \ / ° f _ a.3.., ° r l 4't Z DUNE d --/ � a2 \ / a2 Df7AfL J ad 50' A ETRf L 2 oV DETAIL 4 r I . d9' —e° LtiR`1J QlEss �' —e° e �� LNG I N�, /p o3------.._ ' --- _— °3 16442F: al 9 1 'GON " 7 '� o2 Y 1 .=. 02 / o . ; 1a ` c� r I EXPR Ti ON DATE: t ^ f t 6 I TAYLORSPORTABLEWELDMG FEB 0.9 2003 rn o va GAP ro n cs wasxINarO& WPM cnan, oREcorr ado, mess • O � Reined ay 9Ir Seeped By. CF O OroR•O By ROC • C■ 51E[1 rlP difill r" j N i -, BILL OF MA 1LFRIALS b2 TYPICAL n Yur Id? T assn rm 18431 1461661 afro 7 wwc rf MIT / b , " urD - d i awrc Rd F 1 l/ / 1 bl CB a Q NTH P 16 6 1 b7 /A9Y6 0 d O 1l — O z I I [bi x � ` ' 6 " 4 NF- 4�/0?� T '' a OitiGON , / , o - EXISTING BFAM 7YPrCAL 0 TYPICA e g 1 6 8 PLACES C� ' aQ" a 1. 11 . EXI'j6/43 -Qm DATF: Sz��3 P� A FEB 0 20 rd — — — — 69 � . b2 TYP?CAL 0 •7s' -6" 1 ;> 21 WAIF vr_ v TAYLORS PORTABLE WELDJNG • ° � 6 GAP 1408 WAS UNUTON SQUARE SNOP DOf~ R 1 CO rw.eO Or 11 T VI - o.rlgo.d Or Cr Drabber Orrin o m� N SCALE I/2'. I' AHU,2 3 r ti I i ' • • & ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING WELDING REPORT NO:0384RR CONSTRUCTION TESTING & INSPECTION Page I of 1 NATURAL RESOURCES /WETLANDS DATE: February 11, 2009 CONTRACTOR: Westwood Construction PROJECT #: 086 -09003 PERMIT #: BUP2008-00375 PROJECT: The Gap (a, Washington Square, Suite W14 INSPECTOR: Roy Ruch LOCATION: 9677 SW Washington Square Rd, Tigard, OR JURISDICTION: City of Tigard KRAZAN PROJECT MANAGER: B. Willis WEATHER Partly cloudy TEMP: 50s FIELD WELDING ❑ SHOP ❑ M. T. ❑ P. T. ■ 1 V. T. Krazan and Associates on -site as requested by the contractor Westwood Construction to perform visual welding inspection on structural steel welds. Inspected welds for two air handling unit frames AHU -1 and AHU -2, and the connection welds for mounting both frames to the existing roof frame WF beams. Frames were fabricated primarily of C6x8.2 channels with W8x10 beams and angles (AHU -1), and C6x8.2 channels with gusset plates (AHU -2). Welds were found to be visually acceptable, and conformed to the project and AWS requirements. 0 Position: FLAT VERTICAL HORIZONTAL OVERHEAD © Filler Metal: E70T -1 ® Process: SMAW FCAW GMAW SAW ❑ Other: ® Weld Type: FILLET CP PP PLUG ❑ Other. ■ Weld Size: 3/16" 1/4" 5/16" 3/8" ❑ Other ® Codes: AWS AISC TITLE 21 TITLE 24 USC ASME To my best of knowledge, the above WAS performed in accordance with the approved plans, specifications, and regulatory requirements. i Inspector 215 West Dakota Ave., Clovis, CA 93612 (559) 348- 2200 226 N. Sherman, Ste. A, Corona CA 92880 (909) 549 -1188 4231 Foster Ave., Bakersfield, CA 93308 (661) 633 -2200 1501 15 St. NW #106, Auburn, WA 98002 (253) 939 -2500 1025 Lone Palm Ave., Ste. 2E, Modesto, CA 95351 (209) 5722200 20714 SR Hwy. 305, Ste. 3C, Poulsbo, WA 98370 (360) 598 -2126 545 Parrott St., San Jose, CA 958112 (408) 271-2200 11715 North Creek Parkway S., C106, Bothell, WA 98011 (425) 485 -5519 123 Commerce Circle, Sacramento, CA 95815 ( 916) 564 -2200 2529 NW Division Street; Gresham, Oregon 97030 (503) 665 -3574 .! , • d • \ . _ - - � BILL OF MATERIALS ,-b2 TYPICAL Na ter Z. AEab �"� PGE PARR =APR= MOM be R NfIKS /—bl t AHU -? 1 CHANNEL FRAME 2 ai' C8 CHANNEL 8.21 16 6 8 82 fg 1 r 6 0 6 . i [bi %�lc ri v e Li#, IN�E� X0 ',1 EXISTING BEAM TYPICAL TYPICA ''�/�, g�" - '.: I lL. A . ik \ 346 8 PLACES CH 7 6 , \ `� Y 1..e I . f EXPIR,T DATE... / FEB 0.9 2009 • 'SCALE b2 TYPICAL 16' -6" J E3 SCALE 1/2 TAYLORS PORTABLE WELDING s co — GAP KIDS WASHINGTON SQUARE 6" TIGARD, OREGON SHOD DRAWINGS 0 - (p Reviewed y M } DeNg n#8 oa By GF H Dratted By RDC SNEET SCALE 1/2 - .1' AN�2 -§ 3 8 — ray — — ....."--o5 BILL OF MATERIALS LENGTH Na MARx ;ea; PC m ...._.... _........._........._.......... .._ _........_ _ ..... _. _....._ .. SQY! PCS MAR. O£SCRIP0C44 K f 1 INCHES 4,, ... ._...._ _. _... s w ..... ...... ...... _.. _....... .., ..... ..........._... _.._. .............................._ _........... 7 MU - 1 CNANNa FRAME 1 of C6 0 all 19 6 4 o1 C6O ail - _ A 2 03 G5X3X9A I 0 EXISTING BEAM 2 H fa 1..x 6 0 10 EXISTING BEAM A a5 PM O 101 g 11 1 16 06 /TX1xY. 0 5 - .."-05 7-a5 .................... ............................... ............................ ..............................= _EXISTING BEAM _ _ 50" 05 V-°5 a °2 0 5 - 06 06 / / EXISTING BEAM A J „ „ 06 06 04 ,II --11 _ / °3 °3 _ °4 1 1 I F DETAIL 1 °? . DETAIL 3 . a 1 50" DETAIL 2 A DETAIL 4 19' -6" CJJ �yGINE p 1% 6" 1' -6" /LC:, ; -v 2"9 r 1 6442F: o3--.....,,, ~^ °3 of f mr o • 'GON \ Ty ' of ''N: /�F;? w y' "'"�.w, __.. + °3 (PIFI TiON DATE t' ; ; 1 /2. E 1- --- 03 = FEB 0 9 2009 TAYLOR'S PORTABLE WELDING lA mu-1 GAP KIDS WASHINGTON SGUARE S CALE !/6' =1' TIGARD, OREGON SHOP DRAWINGS 0 Reviewed By MT Designed Ry. SE sit O Drafted Dy RDC SHEET 3 AHU.I o . • 19' -6 4'_Q - COPE TO FITS 7 _ — . SCALE l SCALE 1/2 I' —.--I 1 9 _ 12" h L L 1 i "�}- Ini L SCAL %2•.1' S CAL E ' =1' SCALE 1'. I' SCALE 1`.1 NS /FS <•6 NS/FS , .48 `1 E \ � X ISTING BEAM 1.1 a6 NS /FS 06 NS /FS ,i - . 05 r 1 . 4 / o5 NS /FS �` rt`� ' v . , -//� °q ,if \� �, __ - 6 , 03�= _ 0 7 , �- -02 C^ `'�' " ° , EXISTING BEAM 99 ! 1644 DETAIL 2 . I SCALE DETAIL 1 SCALE 1 ,•.,• ' t, 0 . . -R.FG N d_. "� �,r•• • 346 NS /FS '�s NS /FS , '4s 4 EXISTING BEAM \ - -- I ....J .. EXI • 06 NS /FS i r ��Ai')`I I�iM �9� /ZC� BEAM �06 NS /FS , FEB 0 .9 2009 04 a5 05 TAYLOR'S PORTABLE WELDING .\— i \Ill'. F.---- a 02 IT— i t GAP IUDS WASHINGTON SQUARE TIGARD, OREGON Fe ` DETAIL 4 SHOP DRAWINGS 01 SCALE 1•.1' Reviewed By M1 Q NS /FS Designed By. GF y N 345 Dwllea B y RDC l7 DETAIL 3 46 'HAT scALE 1 .r AHU•1 PARTS AND DETAILS 0 2