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AWNING/CANOPY SIGN SPECIFICATIONS NOTES <br /> 1. REFER TO SIGN COMPANY'S DRAWING(s)FOR MORE DETAILS,ALL DESIGNS, 1.)SEE MANUFACTURERS DRAWINGS <br /> DETAILING,FABRICATION AND CONSTRUCTION SHALL CONFORM TO: <br /> 2018 IBC W/WA AMMENDMENTS FOR ADDITIONAL DETAILS AND <br /> ACI DIMENSIONS. <br /> AISC <br /> AMERICAN WELDING SOCIETY 'CUENT-ATLAS <br /> LOCAL BUILDING CODES&ORDINANCES '2018 IBC W/WA AMMENDMENTS <br /> 2. ALUMINUM PIPE:6061-T6 ALLOY •RISK CATEGORY II <br /> 3. ALUMINUM SQUARE/RECTANGULAR:6061-76 ALLOY U.N.O. *110 MPH WIND SPEED,EXP.C <br /> 4. THREADED ROD:ASTM A193 GRADE B7 *25 PSF GROUND SNOW LOAD <br /> 5. ANCHOR BOLTS:STAINLESS STEEL OR GALVANIZED ASTM F1554 GRADE 36 <br /> U.N.O.(ALTERNATES GRADE 55&105) <br /> 8. CONNECTION BOLTS:STAINLESS STEEL OR GALVANIZED ASTM A325 <br /> 7. ALUMINUM ANGLES,CHANNELS,STRUCTURAL SHAPES:6061 TS ALLOY U.N.O. <br /> 8. ALUMINUM PLATE:5052-H34 ALLOY <br /> 9. ALUMINUM SHEET:5052-H32 ALLOY <br /> 10. WELDING ELECTRODES:E70XX <br /> 11. WELDERS SHALL BE CERTIFIED FOR TYPE OF WELDING. <br /> 12. THIS ENGINEER DOES NOT WARRANT THE ACCURACY OF DIMENSIONS <br /> FURNISHED BY OTHERS. <br /> 13. ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO PROHIBIT <br /> CORROSION. <br /> 14. THE CONTRACTOR(INSTALLER)IS RESPONSIBLE FOR THE MEANS&METHODS <br /> OF CONSTRUCTION IN REGARDS TO JOB SITE SAFETY. <br /> 15. THIS DESIGN IS FOR THE INDICATED ADDRESS ONLY,AND SHOULD NOT BE <br /> USED AT OTHER LOCATIONS WITHOUT WRITTEN PERMISSION OF THE <br /> ENGINEER. <br /> 16. DESIGN OF DETAILS AND STRUCTURAL MEMBERS NOT SHOWN,ARE BY <br /> OTHERS, <br /> 17, INSTALLED FASTENERS MUST MEET OR EXCEED THE VALUES SHOWN IN THE <br /> UST ON THE CALCULATIONS SHEET, <br /> 18. ALL ANCHORS SHALL BE STAINLESS STEEL. <br /> 19. AWNING/CANOPIES ATTACHED TO EXTERIOR WALLS OF SOLID MASONRY OR <br /> CONCRETE,SHALL BE SAFELY AND SECURELY ATTACHED BY MEANS OF <br /> METAL ANCHORS,BOLTS OR EXPANSION BOLTS OF NOT LESS THAN 3/8" <br /> DIAMETER AND SHALL BE EMBEDDED AT LEAST 5 INCHES. <br /> 20. WOOD BLOCKS SHALL NOT BE USED FOR ANCHORAGE,EXCEPT IN THE <br /> CASE OF AWNINGS/CANOPIES ATTACHED TO BUILDINGS WITH WALLS OF <br /> WOOD. <br /> 21. AN AWNING/CANOPY SHALL NOT BE SUPPORTED BY ANCHORAGE <br /> SECURED TO AN UNBRACED PARAPET WALL.LAG BOLT ANCHORAGE INTO <br /> WOOD 3"MIN,EMBEDMENT. <br /> 22. A THREADED ROD MAY BE USED FOR THRU BOLT CONNECTION(USE WASHER <br /> AND DOUBLE NUT OR CRIMP THREADS BOTH ENDS TYP.) <br /> 23. AWNINGS/CANOPIES MUST BE ATTACHED TO OR THROUGH SOLID BLOCKING, <br /> ATTACHMENT TO SHEATHING ONLY IS NOT ACCEPTABLE. <br /> 24. AT E.I.F.S.INSTALLATIONS INSTALL WITH PIPE SLEEVE.SEAL ALL <br /> PENETRATIONS. <br /> 25. THIS DESIGN FOR ANCHORAGE TO EXISTING STRUCTURE ONLY,BUILDING <br /> DESIGNER TO VERIFY ADEQUACY OF STRUCTURE TO RESIST THE <br /> ADDITIONAL LOADING.THIS ENGINEER NOT RESPONSIBLE FOR EXISTING <br /> STRUCTURE. <br /> 1,34 <br /> PROJECT: DRAWN BY: CHECKED BY: COW NO. DATE: DRAWING �V}/'� <br /> NO. <br /> UI J. CORTINA, P.E. 1302 SE EVERETT MALL WAY,EVERETT,WA 98208 OJB TSM 230552.013 11/16/23 <br /> DWG. <br /> DRAWING TELE:.. REV! DATE `.; <br /> 299 N.WEISGARBER RD. PHONE 895.584.0999 � . <br /> KNre OXVI 1E, SIQN-ENGINEER.COM TRADER JOES - EVERETT MALL G� 6 ;�'"�•� "°r © 23 <br /> KNOXVILLE,TN 37818 <br />