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ANCHOR SCHEDULE Spri n4 <br /> BOLT DIA. HOLE DIA. •E'EMBEDMENT <br /> 3/8" 3/8' 2- <br /> 1/2' 1/2' 3' <br /> 5/8' 5/8' 3 1/8- <br /> 3/4- 3/4' 3 3/4' <br /> mEQUIPMENT CABINET <br /> GO GENERAL DYNAMICS <br /> W HILTI KWIK BOLT—TZ WIRELESS SERVICES <br /> EXISTING CONC.SLAB W OSUTDOOR APPLICATION <br /> N <br /> ENGINEERING <br /> PROJECT INFORMATION: <br /> 1. THE CONTRACTOR SHALL ACCURATELY LOCATE ALL EXISTING REINFORCING BY NLTWORK VISION MMBS LAUNCH <br /> X—RAY OR EQUIVALENT METHODS. NO REBAR OR TENDONS SHALL BE CUT.ALL <br /> AT THE E RELATED TO REPAIR OR CUT REBAR OR TENDONS SHALL BE ENTIRELY BROADWAY <br /> AT THE EXPENSE OF THE CONTRACTOR. <br /> 2. SPECIAL INSPECTION IS REQUIRED FDR(HILT[ KWIK BOLT—TZ PER ESR-1917) <br /> CONCRETE EXPANSION ANCHORS AGAINST SEISMIC. y <br /> 3. INSTALLATION OF WEDGE ANCHORS IN MASONRY IS NOT ALLOWED. SE63XCZO7((�� <br /> 4. VERIFY WITH CABINET MANUFACTURER FOR MOUNTING HOLE LOCATIONS. <br /> 2517 HOWARD AVE <br /> 2z"x3a SCALE: NOT To SCALE NOT USED 1 CABINET ANCHOR DETAIL 2 n"x34"SCALE: NOT TO SCALE NOT USED 398203 <br /> 11•x17'SCALE: NOT TO SCALE 11'x17"SCALE: NOT TO Srelc SNOHO I WA COUNTY SNOHOMISH COUNT <br /> ISSUE DATE 07_30-12 <br /> ISSUED FOR ZONING/PERU <br /> REVISIONS <br /> REV. DATE DESCRIPTION INTDALS <br /> A 7/30/12 90% CD'S J.F. <br /> U 09/12/12 100% CO'S RLS <br /> NOT FOR CONSTRUCTION UNLESS <br /> LABELED AS CONSTRUCTION SET <br /> LIQ I\�LIRI` <br /> SHEEF TITLE <br /> EQUIPMENT DETAILS <br /> SHEET NUMBER RFVIAON: <br /> 22'x34'SCALE: NOT TO SCALE '-9 <br /> 11'x17 SCALE: NOT TO SCALE NOT USED 4 1 253—Gc <br /> THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. % <br />