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<br />SOLID ROOF PANEL PRODUCTS <br /> <br />COMPOSITE ROOF ANCHORING DETAILS <br /> <br />#10 x 1-1/2" S. M. S. OR WOOD <br />WOOD SCREW (1) PER <br />RAFTER OR TRUSS TAIL <br /> <br />#10 X 3/4" S. M. S. OR WOOD <br />SCREW SPACED @ 12" O. C. <br /> <br /> <br />ROOF PANEL TO FASCIA DETAIL <br /> <br />FOR MASONRY USE <br />1/4" x 1-1/4" TAPCON ANCHOR <br />OR EQUAL @ 24" O.C, FOR <br />WOOD USE #10 x 1-112" S.M.S, <br />OR WOOD SCREWS <br />@ 12" O.C, <br /> <br /> <br />( <br />,,--. <br /> <br />EXISTING HOST STRUCTURE <br />WOOD FRAME, MASONRY OR <br />OTHER CONSTRUCTION <br /> <br />ROOF PANEL TO WALL DETAIL <br /> <br />SECTION 1 <br /> <br />EXISTING TRUSS OR RAFTER <br /> <br />#8 x 1/2" S.M.S, SPACED <br />@ 8" O.C. BOTH SIDES <br /> <br />ROOF PANEL <br /> <br />#8 x 1/2" S.M.S. SPACED <br />@ 8" O.C. BOTH SIDES <br />EXISTING FASCIA <br /> <br />#8 x 1/2" S.M.S. SPACED <br />@ 8" O,C. BOTH SIDES <br />ROOF PANEL <br /> <br />#8 x 1/2" S.M.S, SPACED <br />@ 8" O.C. BOTH SIDES <br /> <br />NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA <br />FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS <br />BUTTS. SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS <br />INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE <br />WASHER HEADED SCREWS. <br /> <br />HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PANS "t". THE WALL <br />THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL <br />WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH <br />ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED <br />ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A <br />MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. <br /> <br />Lawrence E. Bennett, P. E. <br />CIVIL ENGINEER - DEVEWPMENT CONSUL TANT <br />P.O. BOX 4368, SOUTH DAYTONA, Fl32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767-6556 <br /> <br />(--- <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 2000 <br />Nor TO BE REPRODUCED IN WHOL!' OR IN PART WI rHO" rIll!' WRln EN rEHMISSION OF LAWRENCE E BENNETT, PE <br /> <br />7-3 <br />