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Aluminum Roof Top AC Stand ��-- <br /> _1111.1 Alth-l"Alh �JIAP <br /> 2541 W. Dunne//on Road <br /> Dunne//on, FL 34433 <br /> do <br /> www.metaishop.org ui <br /> Phone: 888-441-2492 Fax: 352-522-0007 n: ° <br /> NOTES, _ d <br /> W <br /> 1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2014 <br /> 8.DESIGN AND ENGINEERING IS FOR THE METAL SHOP ROOF TOP STAND ONLY. � a�� <br /> FLORIDA BUILDING CODE,BUILDING VOLUME AND ASCE 7-2010 SEE MANUFACTURE INSTRUCTIONS AND CERTIFICATIONS FOR PROPER l <br /> ll <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 <br /> 80 THAT NECESSARY CHANGES CAN BE MADE AND INTENT OF THE DESIGN IS e. 8081-T8/6006-T6 ALUMINUM ALLOY CONSTRUCTION $ <br /> CARRIED OUT TO ITS FULLEST EXTENT. FOR EXTERIOR EXPOSURE APPLICATIONS. 0 �€15 <br /> S. IT IS THE RESPONSIBILITY OF INSTALLING CONTRACTOR TO 8. ROOF STAND SHALL HAVE ALL WELDED JOINTS AND J:� N N <br /> PROVIDE ADEQUATE ANCHORAGE AND CORROSION SEAMS UNLESS OTHERWISE STATED. coga r <br /> RESISTANT ISOLATION PADS AT THE BOTTOM OF ALL 10 WELD FILLER SHALL BE ALUMINUM ALLOY 4043 WITH � 4 w <br /> BASE PLATES WHEN BEARING ON CONCRETE AND TENSILE STRENGTH OF 16 KSI. N <br /> STEEL STRUCTURES. � @ <br /> 4.MINIMUM DESIGN LOADS B DEAD LOADS AND LIVE LOADS IN 11. ALL ANCHOR/CONNECTION BOLTS SHALL BE IN ACCORDANCE <br /> WITH ASTM A-307 OR A-326 F. <br /> ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODES,CHAPTER 10. !V $ <br /> A/C UNIT 8 FRAME WITHSTANDS WIND SPEEDS UP TOj 3 <br /> 100 MPH PER 2010 FBC AND ASIDE 7-10. 12. EXPANSION BOLTS AND LAG SCREWS SHALL HAVE A ���uu�uuiq <br /> MINIMUM SPACING OF 26• AND A MINIMUM EDGE �``��QH.D•H��i,�� <br /> DISTANCE OF 1• FOR LAGS AND 3• FOR EXPANSION � r• �cENB•• <br /> 6.CALCULATIONS ARE BASED ON A/C UNIT SURFACE AREA. �. ?f F�5 ., <br /> THIS IS DETERMINED BY MULTIPLYING THE UNIT BOLTS. • <br /> WIDTH BY THE UNIT HEIGHT, WITH THE RESULT 13. VIBRATION ISOLATOR PADS SHALL BE PROVIDED BY <br /> BEING THE SURFACE SQUARE FOOTAGE. MAXIMUM <br /> THE A/C CONTRACTOR 80 A8 NOT TO CAUSE =v's * mg <br /> SIZES ALLOWED FOR THE CONDENSER STAND ARE VIBRATION TO EXISTING SUB-STRUCTURE p' STATE <br /> ice'. •�� swims <br /> DENOTED IN THE TABLE DEPICTED ON THE NEXT �•.F� 0 R I <br /> PAGE. f����?•`, = x <br /> u un• — <br /> GKKAYUM RT-1 <br /> pA run zsis 1 s. 4 <br />