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<br />I COMPOSITE ROOF PANEL CONNECTIONS I <br /> <br /> <br />EXISTING RAFTERS DR TRUSSES <br /> <br />FASTEN FASCIA TO EACH RAFTER THRU RECEIVING CHANNEL <br />'viI (2) 1/4" LAG SCRE'vIS 'vIITH 3/4" DIAMETER STAINLESS STEEL <br />'vIASHERS AT MINIMUM 2" PENETRATION INTO RAFTER, MAXIMUM <br />SPACING 12" D.C. <br />RECEIVING CHANNEL <br />(MIN. THICKNESS OF 0,040") <br /> <br />114x3/4" SMS @ 10" O,C, <br />TOP L BOTTOM <br />ALUMINUM COMPOSITE ROOF PANEL (SEE SPAN CHARTS) <br /> <br />~:.., <br />t- " <br /> <br /> <br />EXIST, RAFTERS DR TRUSSES <br /> <br />(1ST, 2500 PSI CONCRETE <br />~SDNRY, TIE BEAM DR <br />ODD FRAMED 'viALL <br /> <br />EXIST, FASCIA <br /> <br />ALUMINUM COMPOSITE ROOF PANEL <br />(SEE SPAN CHARTS) <br /> <br />(4) 114x3/4" @ 10' O,C, THRU RECEIVING <br />CHANNEL INTO PANEL TOP L BOTTOM <br /> <br />EI <br /> <br />~ECEIVING CHANNEL MATERIAL SHALL BE ROLL DR BRAKE FORMED, DR EXTRUDED 6063-T6-0,040 MINIMUM THICKNESS. RAFTERS <br />AND/OR STUDS, 'vIHEN NECESSARY, SHALL BE PREDRILLED TO AVOID SPLITTING, ALTERNATE FASTENERS MAY BE USED PROVIDED <br />THEIR VALUES ARE EQUAL TO DR GREATER THAN SPECIFIED, INSTALLED AS PER THE MANUFACTURER'S SPECIFICATIONS, <br />STRUCTURAL STABILITY OF THE EXISTING "HDST" STRUCTURE SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONNECTION <br />OF PROPOSED STRUCTURE, <br /> <br />CALCULATIONS ARE BASED ON THE EXISTING STRUCTURE HAVING A 2' MAXIMUM OVERHANG 'vIITH A MINIMUM OF 2x4 TRUSSES <br />SPACED 24" D.C.. SPECIAL ENGINEERING IS REQUIRED IN ORDER TO EXCEED THESE PARAMETERS, <br /> <br />pc <br /> <br />(2) 1/4' SS TAPPER @ A MINIMUM EMBEDMENT <br />OF 1 3/4", SPACED @ 12" O.C, DR (2) 114" LAG <br />SCRE'WS 'WITH 1 3/4" PENETRATION INTO 'WOOD <br />STUDS @ 12" O.C, ('vi HEN APPLICABLE>, <br /> <br />r" TAMIAMl lRAll., SUITE E <br />T OiARLOTTE, FL 33952 <br />HE: (941) 827-4901 <br />! (941) 824-2382 <br /> <br />~ ALUMINUM STRUCTURES JlAS'l'BB PLAN <br />~ UIiIIlIUIIIO. DIC. @ COPYRIGHT AI. ENGINEERING, INC, 2002 <br />AL ENGINEERING. INC. FLORIDA UCENSE 17441 . <br /> <br />PAGE 165 OF 266 <br />