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03-2175
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03-2175
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Last modified
3/6/2009 3:08:02 PM
Creation date
12/21/2006 9:21:06 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
03-2175
Building Department - Name
VASQUEZ,MANUEL
Address
5740 7TH ST
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<br />., <br /> <br />.. <br /> <br />I ALUMINUM ROOF PANEL CONNECTIONS I <br /> <br />I <br /> <br />I <br /> <br /> <br />EXISTING RAFTERS DR TRUSSES <br /> <br />I <br /> <br />FASTEN FASCIA TO EACH RAFTER THRU RECEIVING CHANNEL <br />IJI ~2) 1/4' LAG SCREIJS IJITH 3/4' DIAMETER STAINLESS STEEL <br />IJASHERS AT MINIMUM 2' PENETRATION INTO RAFTER, MAXIMUM <br />SPACING OF 12' D.C. <br /> <br />RECEIVING CHANNEL <br />(MIN. THICKNESS OF 0.040') <br /> <br />@ EACH PANEL RISER <br /> <br />I <br /> <br />ALUMINUM ROOF PANEL (SEE SPAN CHARTS) <br /> <br />I <br /> <br /> <br /> <br />I <br /> <br />(3) IU2xl' SMS IJI 3/4'. NED-IJASHERS PER <br />12' PANEL THRU RECEIVING CHANNEL INTO PANEL. <br /> <br />I <br /> <br />(3) 112xl' SMS IJI 3/4'11I ALUMINUM IJASHERS <br />PER 12' PANEL THRU BOX END INTO FASCIA. <br /> <br />EXIST. RAFTERS DR TRUSSES <br /> <br />I <br /> <br />I <br /> <br />EXIST, 2500 PSI CONCRETE <br />MASONRY. TIE BEAM DR <br />IJOOD FRAMED IJALL <br /> <br />EXIST. FASCIA <br /> <br />I <br /> <br />I <br /> <br />~...... <br /> <br />RECEIVING CHANNEL <br />(MIN. THICKNE:>S OF 0.040') <br /> <br />ALUMINUM ROOF PANEL (SEE SPAN CHARTS) <br /> <br />I <br /> <br />NOTEI <br /> <br />1.) RECEIVING CHANNEL MATERIAL SHALL BE ROLL OR BRAKE FORMED, OR EXTRUDED 6063-T6-0.040 MINIMUM THICKNESS. RAFTERS <br />AND lOR STUDS, IJHEN NECESSARY, SHALL BE PREDRILLED TO AVIJID SPLITTING, ALTERNATE FASTENERS MAY BE USED PROVIDED <br />THEIR VALUES ARE EQUAL TO OR GREATER THAN SPECIFIED. INSTALLED AS PER THE MANUF"ACTURER'S SPECIFICATIONS. <br />STRUCTURAL STABILITY OF" THE EXISTING 'HOST' STRUCTURE SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONNECTION <br />OF" PROPOSED STRUCTURE. <br /> <br />2.) CALCULATIONS ARE BASED ON THE EXISTING STRUCTURE HAVING A 2' MAXIMUM OVERHANG IJITH A MINIMUM OF" 2x4 TRUSSES <br />SPACED 24' O.C.. SPECIAL ENGINEERING IS REQUIRED IN ORDER TO EXCEED THESE PARAMETERS. <br /> <br />J.RPC <br /> <br />112x1' @ EACH PANEL RISER <br />(3) 112xl' SMS IJI 3/4' NED-IJASHERS <br />PER 12' PANEL THRU RECEIVING CHANNEL <br />INTO PANEL <br />(2) 1/4' SS TAPPER @ A MINIMUM EMBEDMENT <br />OF 1 3/4', SPACED @ 12' O,C. DR (2) 1/4" LAG <br />SCREIJS IJITH 1 3/4' PENETRATION INTO IJOOD <br />STUDS @ 12' D.C. (IJHEN APPLICABLE>. <br /> <br /> <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />~;~ <br /> <br />t,~ <br /> <br />I <br /> <br />'] <br /> <br />3871 TAWIAMI TRAIL SUITE E <br />PORT a-tARlOTTE. FL 33952 <br />PHONE: (941) 627-4901 <br />FAX: (941) 624-2382 <br /> <br />~ ALUJIlNUJI STRUCTURES JUSTER PUN <br />~ DGIIDIIDIC, DIC. @ COPYRIGHT AL ENGINEERING. INC. 2002 <br />Al ENGINEERING, INC. FLORIDA UCENSE 17441 <br /> <br />PAGE 135 OF 266 <br /> <br />f. <br />~\ <br />r <br />i <br /> <br />~ <br />
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