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<br /> <br />I ALUMINUM ROOF PANEL CoNNECTlON~ <br /> <br />, <br />I <br />~ <br />, <br />, <br />, <br /> <br /> <br />EXISTING RAFTERS OR TRUSSES <br /> <br />FASTEN FASCIA TO EACH RAFTER THRU RECEIVING CHANNEL <br />wi (2) - #10 x J" SCREWS wi MIN. 1 1/2" PENETRATION INTO RAFTER <br />MAXIMUM SPACING 24. O.C. <br /> <br />RECEIII1NG CHANNEL <br /> <br />COMPOSITE ROOF PANEL - (SEE SPAN CHARTS) <br /> <br />EXISTING FASCIA <br /> <br />1=' <br /> <br /> <br />EXISTING RAFTERS OR TRUSSES <br /> <br />X1S11NG MASONRY, TIE. BEAM <br />WOOD FRAMED WALL <br /> <br />COMPOSITE ROOf PANEL - (SEE SPAN CHARTS) <br /> <br />FASTEN RECElII1NG CHANNEL TO WALL IE BEAM w <br />(2) - 1/4" x 1 1/4" 'RAW\.: DRIVE NAILS <br />OR 1/4" x 2 1/4" MASONRY SCREW ANCHORS, OR' <br />(2) - #10 x 3. SCREWS wi MINIMUM PENETRATION <br />OF 1 1/2" INTO WOOD STUDS ( WHEN APPUC. ) <br /> <br />NOTES : <br />1. RECEIVING CHANNEL MATERIAL SHALL BE ROLL OR BRAKE FORMED. OR EXTRUDED 6063-T6 - 0.036 MINIMUM THICKNESS. RAFTERS <br />ANDIOR STUDS, WHEN NECESSARY. SHALL BE PREDRILLED TO AVOIDSPUTTING. ALTERNATE FASTENERS MAY BE USED PROVIDED THEIR <br />VALUES ARE EQUAl TO OR GREATER THAN SPECIFIED, AND SHALL BE INSTAlLED AS PER THE MANUFACTURER'S SPECIFlCATIONS. <br />STRUCTURAL STABILITY OF THE EXISTING 'HOST' STRUCTURE SHALL BE VERIf'lED BY THE CONTRACTOR PRIOR TO CONNECl1ON OF <br />PROPOSED STRUCTURE. <br /> <br /> <br />96 <br /> <br />~ ALUMINUM STRUCTURES MASTER PUN <br />~ tIC. @ COPYRIGHT AL. INC. 1994 <br /> <br /> <br />ARC <br /> <br />. , ~ <br /> <br /> <br />", "-:',', '. , . '" : :.: .' - >" '. -' ',. . '. .. ~ , - ~ -. - . . . ''''', .' - ~: <br />