Laserfiche WebLink
Aluminum Roof Top . AC Stand = " <br /> 2541 W_ Dunne//on Road <br /> Dunne//on, FL 34433 <br /> 4 <br /> www.metalshop.org Ld <br /> Phone: 888-4412492 Fax. 352-522-0007 a <br /> NOTES, c <br /> 4 <br /> t ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2014 a DESIGN AND EN04EEAING 18 FOR THE METAL SHOP ROOF TOP STAND ONLY. =a. <br /> FLORIDA BULDNG CODE,BUILDING VOLUME AND ASCE 7-2010 SEE MANUFACTURE INSTRUCTIONS AND CERTIFICATIONS FOR PROPER <br /> MINIMUM DESIGN LOADS ON BUILDINGS AND OTHER STRUCTURES. INSTALLATION OF AC UNIT. -� <br /> I ANY CHANGE FROM THE DRAWNGS AND/OR FELD 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 RECE88ARY CHANGES CAN BE MADE AND INTENT OF THE DESIGN 18 8. 8081-T8/8005-T5 ALUMINUM,ALLOY•CONSTRUCTION <br /> CARRIEDOUT TO ITS FULLEST EXTENT. FOR EXTERIOR EXPOSURE APPLICATIONS. <br /> S. IT IS THE RESPONSIBILITY.OF INSTALLING CONTRACTOR TO 9. ROOF STAND SHALL HAVE ALL WELDED JOINTS AND � frC <br /> PROVIDE ADEQUATE ANCHORAGE AND CORROSION SEAMS UNLESS OTHERWISE STET®. g MU <br /> RESISTANT ISOLATION.PADS AT THE BOTTOM OF ALL 10.WELD FILLER SHALL BE_ALUMINUM ALLOY 4043 WITH Ax <br /> BASE PLATES WHEN BEARING ON CONCRETE AND TENSILE.STRENGTH OF,15 K81. <br /> STEEL STRUCTURES. <br /> 4 MINIMUM DESIGN LOADS N DEAD LOADS AND LIVE LOADS . 1t ALL ANCHOR/CONNECTION BOLTS SHALL BE IN ACCORDANCE N <br /> WITH ASTM A-307 OR A-325 F. <br /> ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODES,CHAPTER 18. 3 <br /> A/C UNIT 8 FRAME WITHSTANDS WIND SPEEDS UP TO EXPANSION BOLTS AND LAG SCREWS SHALL HAVE A - <br /> 180 MPH PER 2010 FBC AND ABCE 7-10. 12pMUM SPACING OF 26• AND,A MQNIMUM.EDGE <br /> DISTANCE OF P FOR LAGS AND-3• FOR-EXPANSION ,.•`,0�, ;;�oENBF•,.�y'', <br /> 5.CALCULATIONS ARE BASED ON A/C UNIT SURFACE AREA. BOLTS. : • ,r 74608 <br /> THIS IS DETERMINED BY'MULTIPLYING THE UNIT - <br /> WIDTH BY.THE UNIT HEIGHT. WITH THE RESULT 13;VIBRATION ISOLATOR PADS SHALL BE PROVIDED,BY ' <br /> BEND THE SURFACE SQUARE FOOTAGE. MAXIMUM THE A/C CONTRACTOR 80 AS NOT TO CAUSE - <br /> SUES ALLOWED FOR THE CONDENSER STAND ARE VIBRATION TO EXISTING SUB-STRUCTURE 9�S STATE OR t�+: _ <br /> DENOTED IN THE TABLE DEPICTED ON THE NEXT o ONAi.o�;: ,,, '� <br /> i fill <br /> . ►, RT-1 <br /> a. <br />