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<br />e <br /> <br />- <br /> <br />- <br /> <br />SOLID ROOF PANEL PRODUCTS <br /> <br />RIDGE CAP <br />HEADERS AND PANELS ON <br />BOTH SIDES OF BEAM FOR <br />GABLED APPLICATION <br /> <br />#8 x 9/16" S.M.S. (3) PER PAN <br />AND (1) AT PAN RISER <br /> <br />ALTERNATE CONNECTION: #8 <br />x 1-1/4" SCREWS (3) PER PAN <br />INTO BEAM THROUGH BOXED <br />END OF PAN AND HEADER <br /> <br />WHEN FASTENING PANELS <br />OR PANS TO WOOD PLATES <br />SCREWS SHALL HAVE A <br />MINIMUM EMBEDMENT OF 1" <br /> <br />FOR COMPOSITE ROOFS: #10 <br />x (t + 1/2") S.M.S. W/1-1/4" 0 <br />FENDER WASHERS @ 12" O. C. <br />(LENGTH = PANEL THICKNESS <br />+ 1") @ ROOF BEARING <br />ELEMENT (SHOWN) AND <br />24" O. C. @ NON-BEARING <br />ELEMENT (SIDE WALLS) <br /> <br />SECTION 7 <br /> <br />PAN ROOF ANCHORING DETAILS <br /> <br />SEALANT <br />PAN HEADER (BREAK- <br />FORMED OR EXT.) <br />#8 x 9/16" TEK SCREWS @ PAN <br />RIBS EACH SIDE CAULK ALL <br />EXPOSED SCREW HEADS <br /> <br /> <br />~ <br /> <br />PAN OR COMPOSITE ROOF <br />PANEL <br />#8 x 9/16" S.M,S. (3) PER PAN <br />ALONG PAN BOTTOM <br /> <br />ROOF PANEL TO BEAM DETAIL <br />SCALE: 1/4" = 1" <br /> <br /> <br />FOR PAN ROOFS: (3) EACH #8 <br />x 1/2" LONG S.M,S, PER 12" <br />PANEL <br /> <br /> <br />ROOF PANEL (PER TABLES) <br />SECTION 7 <br /> <br />SUPPORTING BEAM (PER <br />TABLES) <br /> <br />ROOF PANEL TO BEAM FASTENING DETAIL <br />SCALE: 1/4" = 1" <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL T ANT <br />P.O, BOX 4368. SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767-6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 1999 <br /> <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E. BENNETI, PE. <br /> <br />175 <br />