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<br /> <br />Q, <br /> <br />I ALUMINUM ROOF PANEL CONNECTIONS I <br /> <br /> <br /> <br />EXISTING RAFTERS OR TRUSSES <br /> <br />I <br />I <br />I <br />I <br /> <br />FASTEN FASCIA TO EACH RAFTER THRU RECEIVING CHANNEL <br />wi (2) - '10 . 3. SCREWS w/ MIN. I 1/2" PENETRATION INTO RAFTER <br />MAXIMUM SPACING 24' O.C. <br /> <br />RECEI\IlNG CHANNEL <br /> <br />COMPOSITE ROOf' PANEL - (SEE SPAN CHARTS) <br /> <br />EXISTING FASCIA <br /> <br />~' <br /> <br /> <br />EXISTING RAFTERS OR TRUSSES <br /> <br />XISTlNG MASONRY. TIE BEAM <br />WOOO FRAMED WALL <br /> <br />EXISTING FASCIA <br /> <br /> <br />COMPOSITE ROOF PANEL - (SEE SPAN CHARTS) <br /> <br />NOTES : <br />1. RECEI\IlNG CHANNEL MATERIAL SHALL BE ROLL OR BRAKE FORMED. OR EXTRUDED 6063-T6 - 0.036 MINIMUM THICKNESS. RAFTERS <br />AND/OR STUDS. WHEN NECESSARY, SHALL BE PREDRILLED TO AVOIDSPLITTING. ALTERNATE FASTENERS MAY BE USED PROVIDED THEIR <br />VALUES ARE EOUAl TO OR GREATER THAN SPECIF'lED. AND SHAll BE INSTAllED AS PER THE MANUFACTURER'S SPECIFICATIONS. <br />STRUCTURAL STABILITY Of' THE EXISTING 'HOST' STRUCTURE SHALL BE IIERIF'lED BY THE CONTRACTOR PRIOR TO CONNECTION OF <br />PROPOSED STRUCTURE. <br /> <br />ARC <br /> <br /> <br />96 <br /> <br /> <br />ALUMINUM STRUCTURES MASTER PLAN <br />re. cD COPYRIGHT AL, INC. 1994 <br />