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' p , <br /> i r a MOD lieu <br /> e ■ <br /> --PROPOSED 1/2" DIAMETER, SIMPSON STRONG-TIE 8960 ALDERWOOD ROAD <br /> STRONG-BOLT 2 WEDGE ANCHOR WITH 3-3/4" NOMINAL PORTLAND,OR 97220 <br /> EMBEDMENT (ICC ESR-3037). TO BE INSTALLED A MINIMUM OF <br /> (II (1) IN EACH CORNER OF CABINET. SEE MANUFACTURER'S <br /> EQUIPMENT INSTALLATIONI BEEN <br /> ESIGNED/REI FORCEDANCHOR LOCATIONS. IT <br /> IS ASSUMED THATI NET BYMTHE-MANUNUALFACTURER TONCHOR LOCATIOSVE WITHSTAND _ <br /> SHEAR AND UPLIFT FORCES AS CALCULATED IN THIS DESIGN CROWN <br /> i CASTLE <br /> 1505 WESTLAKE AVENUE NORTH,SUITE 800 <br /> - <br /> EQUIPMENT SEATTLE,WA 98109 <br /> LOCK BASE FRAME <br /> WASHER <br /> PLATE <br /> WASHER <br /> IIIII / F B+T GRP <br /> = 1717 S.BOULDER <br /> SUITE 300 <br /> j___ 6 = — -. TULSA,OK 74119 <br /> Q c = d U PH:(918)587-4630 <br /> 4 www.btgrp.com <br /> a? G ° <br /> a <br /> na <br /> a in G sw' <br /> ,t,im A G a U 7Y <br /> �W J a 1' a ° A + 3 r <br /> __ c d T-MOBILE <br /> - o s SITE NUMBER: SE01690A <br /> A. A GI <br /> a A 4 a <br /> Q <br /> BU#:824022 <br /> FEELY <br /> CONCRETE SLAB--' <br /> CABINET ANCHOR DETAIL <br /> 8215 BROADWAY <br /> 10SCALE: NOT TO SCALE EVERETT,WA 98203 <br /> EXISTING <br /> 60'-0"MONOPOLE <br /> ISSUED FOR: <br /> REV DATE DRWN DESCRIPTION DES./QA <br /> A 6/3/21 AN PRELIMINARY REVIEW JTS <br /> U 7/9/21 YXI CONSTRUCTION YXI <br /> 1 8/11/21 LHT CONSTRUCTION YXI <br /> . <br /> TON <br /> 40.% <br /> ire <br /> oa 14 !4 <br /> 21 <br /> B&T ENGINEERING, INC. <br /> 3425 <br /> Expires 12/31/21 <br /> IT IS A VIOLATION OF LAW FOR ANY PERSON, <br /> UNLESS THEY ME ACTING UNDER THE DIRECTION <br /> OF A LICENSED PROFESSIONAL ENGINEER, <br /> TO ALTER THIS DOCUMENT. <br /> ONOT USED O NOT USED SHEET NUMBER REVISION: <br /> 2 SCALE: NOT TO SCALE 3 <br /> SCALE: NOT TO SCALE • 1 <br />