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Report \A AA !: WES TMEY ER 4 twk �z t FENCE ,4 a, t 712 N Columbia Blvd Portland, OR 97217 Phone 503 - 978 -1830 Fax 503 - 978 -1835 Email westmeyerfence @aol.com web site westmeyerfence.net Oregon CCB # 119853 11 -16 -10 Tigard Building Dept. ,�^ am y. 0 Attn: Rick Bolen g , e 20\ o- 43 O \ l 3 Welding Specs for the Thirsty Lion Pub and Grill at Washington Square 10205 SW Washington Square Rd. West Meyer has used their certified welders and have performed all welding according to the specifications from the engineer, which is Froelich Consulting Engineers. All welds are 3/16" Typ. At all intersecting points of the engineered structural sketches and calculations that have been attached to the approved set of plans. Any questions, please call Lance West at the above number. Welder's certification card is attached. Thank You, N Jennifer W V .• „ . • - . . - f -,- „ „.. ., : ; . • -,-,-.-- ------. - ___-__ V . ..,.. . . WELDER CERTIFICATION Cert. No: C-2559 Welder: WILLIAX DIETER _ SS#: 9126 City of Portland Expiration Date: 05/05/20 -. . . = Welde; 'E-...iir-Tratur ____,..., ,.-_7-- z .--„-- Date „ _-/ ,..e; g-- "" ;- CT! AUtharized Signe re :.- 05/05/2010 •-. ' Carlson Testing, Inc. Tigard, Oregon (503) 684 See Reverse Side for Qualification Data Dual. Spec: AWS D1.1-06 ti Process: FCAW Position: 3G Weld Desc: VEE-GROOVE ..'.' Material: A-36 Filler: E71T-1 Thickness: 1/8" TO 3/4 : Remarks: BACKING REQUIRED gilige-',, ,--:::,-, 4 ' , ft :,:::',;:;,:,',.:: ; •, A r , .i.); • kr:, , ,, i7 .'•- - , : w, :-.:,.- ,,,,,,..,:;;; : , : , , , ,, i . , .-. L ,Z1501-MMtilt*LOOA, r : „ , ' '. ' ' : . : . . ` ■ -, '', : . , : ' . ' ' r . , ,