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SIGN SPECIFICATIONS <br />REFER TO SIGN COMPANYS DRAWING(s) FOR .MORE DETAILS. <br />ALL DESIGNS, DETAILING, FABRICATION AND CONSTRUCTION <br />SHALL CONFORM TO. <br />2012IBC <br />ACI <br />AISC <br />AMERICAN WELDING SOCIETY <br />LOCAL BUILDING CODES & ORDINANCES <br />ALUMINUM TUBE: 6061-T6 <br />CONNECTION BOLTS: T304 SS <br />ALUM ANGLES, CHANNELS, STRUCTURAL SHAPES, & PLATES <br />6061-T6 <br />WELDING ELECTRODES: FILLER METAL 5356 <br />WELDERS SHALL BE CERTIFIED FOR TYPE OF'.VELDING <br />THIS ENGINEER DOES NOT WARRANT THE ACCURACY OF <br />DIMENSIONS FURNISHED BY OTHERS. <br />ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL <br />PAINT TO PROHIBIT CORROSION. <br />THE CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE <br />MEANS & METHODS OF CONSTRUCTION IN REGARDS TO JOB <br />SITE SAFETY. <br />THIS DESIGN IS FOR THE INDICATED ADDRESS ONLY. A%D <br />SHOULD NOT BE USED AT OTHER LOCATIONS WITHOUT <br />WRITTEN PERMISSION OF THE ENGINEER. <br />DESIGN OF DETAILS AND STRUCTURAL MEMBERS NOT SHOWN, <br />ARE BY OTHERS. <br />INSTALLED FASTENERS MUST MEET OR EXCEED THE VALUES <br />SHOWN IN THE LIST ON THE CALCULATIONS SHEET <br />ANCHOR SHALL BE STAINLESS STEEL <br />WALL SIGNS ATTACHED TO EXTERIOR WALLS OF SOLID <br />MASONRY OR CONCRETE, SHALL BE SAFELY AND <br />SECURELY ATTACHED BY MEANS OF METAL ANCHORS, <br />BOLTS OR EXPANSION BOLTS OF NOT LESS THAN 319 <br />DIAMETER AND SHALL BE EMBEDDED AT LEAST 5IN;;nES <br />WOOD BLOCKS SHALL NOT BE USED FOR ANCHORAGE. <br />EXCEPT IN THE CASE OF WALL SIGNS ATTACHED TO <br />BUILDINGS WITH WALLS OF WCOD. <br />A WALL SIGN SHALL NOT BE SUPPORTED BY ANCHORAGE <br />SECURED TO AN UNBRACED PARAPE WALL LAG BOLT <br />ANCHORAGE INTO WOOD 3' MIN. EMBEDMENT. <br />A THREADED ROD MAY BE USED =OR THRU BCLT CONNECTION <br />(USE WASHER AND DOUBLE NOT OR CRIMP THREADS <br />BOTH ENDS TYP.) <br />SIGN MUST BE ATTACHED TO OR THROUGH SOLID BLCCKING <br />ATTACHMENT TO SHEATHING ONLY IS NOT ACCEPTABLE. <br />AT E.I. F.S. INSTALLATIONS INSTALL WITH PIPE SLEEVE. SEAL ALL <br />PENETRATIONS. <br />THIS DESIGN FOR ANCHORAGE TO EXISTING STRUCTURE ONLY. <br />BUILDING DESIGNER TO VE9IFY ADEQUACY OF STRUCTURE <br />TO RESIST THE ADDITIONAL LOADING, THIS ENGINEER NOT <br />RESPONSIBLE FOR EXISTING STRUCTURE <br />CHANNEL LETTERS AND WALL SIGNS ARE BY OTHERS <br />ELECTRICAL RACEWAYS ARE BY OTHERS. <br />299 KNOW <br />WE-5WP4Ea aD. ��� <br />SUITE 101 <br />NNOxVLLLE, TENNESSEE <br />J]B19 <br />PHONE.865 SM Mg <br />F" 865 SW 5213 <br />LOUIS J. CORIINA, P.E <br />rP7 EC <br />Everett. WA <br />D' WI':D Rill <br />5,9' 0 SCH 40 <br />SS PIPE SLEVE <br />FRONT ELEVATION <br />Bay EquiIiy <br />4k4'xIIW ALUM TUBE (6C61-T6) <br />iiiiiiiiiiiinnimomm <br />'It <br />in <br />5,-01 <br />NOTES <br />1,) SEE MANUFACTURERS DRAWINGS FOR <br />ADDITIONAL DETAIL AND DIMENSIONS. <br />2.) SIGN CABINET AND CONNECTION <br />BY OTHERS <br />+I. g-o' 00 <br />CIJE'JT - BERRY SIG`; SYSTEVS <br />' 20121BC <br />• 110 MPH WIND SPEED, EXP C <br />Da GAO IGERJOor.IcoN1m 140499.01 1<rn 11/04/2014 Ip^^rl...,' <br />DWG. <br />1 <br />