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Aluminum Wall Braces <br /> 2541 W. Dunnellon,Road <br /> Dunnellon, FL 34433 <br /> www.metalshop.or0 <br /> Phone:868-441-2492 Far:352-522-0007 <br /> NOTES- <br /> L ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2014 8.DESIGN AND ENGINEERING IS FOR THE METAL SHOP WALL BRACE ONLY. W' <br /> FLORIDA BUILDING CAE Slh EDITION,Bl11LDM0 VOLUME AND ASCE 7-2010 SEE MANUFACTURE INSTRUCTIONS AND CERTIFICATIONS FOR PROPER a: s <br /> MINIMUM DESIGN LOADS ON BUILDINGS AND OTHER STRUCTURES. INSTALLATION OF AC UNIT. <br /> 2.ANY CHANGE FROM THE DRAWINGS AND/OR FIELD CHANGE CONDITIONS,MUST 7.SEE MANUFACTURE INSTALLATION FOR AC CONDENSER UNIT. <br /> BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER o, I ', <br /> SO THAT NECESSARY CHANGES CAN BE MADE AND INTENT OF THE DESIGN IS 6. 6063-T5/6061-T6 ALUMINUM ALLOY CONSTRUCTION <br /> CARRIED OUT TO ITS FULLEST EXTENT. FOR EXTERIOR EXPOSURE APPLICATIONS. (Di mak <br /> 3.IT IS THE RESPONSIBILITY OF INSTALLING CONTRACTOR TO D. WALL BRACES SHALL HAVE ALL WELDED JOINTS AND ' ', <br /> PROVIDE ADEQUATE ANCHORAGE AND CORROSION SEAMS UNLESS OTHERWISE STATED. <br /> RESISTANT ISOLATION PADS AT THE BOTTOM OF ALL 10 WELD FILLER SHALL BE ALUMINUM ALLOY 4045 WITH ' <br /> BASE PLATES WHEN BEARING ON CONCRETE AND STEEL STRUCTURES. TENSILE STRENGTH OF 40 XSL U <br /> 4.MINIMUM DESIGN LOADS•DEAD LOADS AND LIVE LOADS IN 11.ALL ANCHOR/CONNECTION BOLTS SHALL BE IN ACCORDANCE M" px p <br /> ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODES,CHAPTER 18. WITH ASTM A-307 OR A-325 F. Co Ana <br /> A/C UNIT&FRAME WITHSTANDS WIND SPEEDS UP TO <br /> 186 MPH PER 2014 FBC AND ASCE 7-10. 12.EXPANSION BOLTS AND LAG SCREWS SHALL HAVE A 0),_„>7=LL <br /> A MINIMUM EDGEDISTANCE OF V FOR LAGS AND 3•FOR EXPANSION CC <br /> PRE-DRILL HOLES IN LAG SCREWS. b <br /> S.CALCULATIONS ARE BASED ON A/C UNIT WEIGHT BOLTS. 'vim x <br /> AND WIND PRESSURES BASED ON A/C UNIT SURFACE AREA. E:v S <br /> 13,VIBRATION ISOLATOR PADS SHALL BE PROVIDED BY r- v <br /> THE A/C CONTRACTOR SO AS NOT TO CAUSE <br /> VIBRATION TO EXISTING SUB-STRUCTURE E ECG <br /> ,,",?,A Mp H�<4,� 7 a <br /> �\CENg� F,- Q . <br /> N. <br /> per:• 6TATE OF •'��+Z <br /> i F8 A.�O R 10 t•;.p�� <br /> '����q�ONAlfaa d�: �.. •�p <br /> WB-1 <br />