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<br />SECTION 7 <br /> <br />ALTERNATE CONNECTION: <br />(3) #8 SCREWS PER PAN WITH <br />1" MINIMUM EMBEDMENT INTO <br />FASCIA THROUGH PAN BOXED <br />END <br /> <br />EXISTING TRUSS OR RAFTER <br /> <br />#10 x 1-1/2" S.M.So (2.) PER <br />RAFTER OR TRUSS TAIL <br /> <br />#10 x 3/4" So M.S. @ 12" O.C. <br /> <br />EXISTING FASCIA <br /> <br />FOR MASONRY USE <br />1/4" x 1-1/4" MASONRY <br />NCHOR OR EQUAL @ 24" O.Co <br />FOR WOOD USE #10 x 1-1/2" <br />SoM.So OR WOOD SCREWS @ <br />2"00C, <br /> <br />EXISTING HOST STRUCTURE: <br />WOOD FRAME, MASONRY OR <br />OTHER CONSTRUCTION <br /> <br />SOUD ROOF PANEL PRODUCTS <br /> <br />PAN ROOF ANCHORING DETAILS <br /> <br /> <br />I <br /> <br /> <br />ROOF PANEL TO WALL DETAIL <br />SCALE: 3" = 1'-0" <br /> <br />SEALANT <br />HEADER (SEE NOTE BELOW) <br /> <br />ROOF PANEL <br /> <br />SEALANT <br /> <br />HEADER (SEE NOTE BELOW) <br /> <br />~ <br /> <br />ROOF PANEL <br /> <br />#8 x 1/2" S,MoS. (3) PER PAN <br />(BOTTOM) AND (1) @ RISER <br />(TOP) <br /> <br />NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2" LONG <br />CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2" WASHERS. ALL SCREW HEADS <br />SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE <br />PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2" SCREW EACH, THE PANS MAY BE <br />ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES <br />AND THE ABOVE SPECIFIED RIZER SCREW. #8 x 9/16" TEK SCREWS ARE ALLOWED AS A <br />SUBSTITUTE FOR #8 x 1/2" S.M.S, <br /> <br />Lawrence E. Bennett, P,E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />P,O, BOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (386) 767-4774 <br />FAX (366) 767-6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />.J <br /> <br />@ COPYRIGHT 2001 <br />7 -2 NOT TO BE REPRODUCED IN WHOLE OR IN PA' ITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E, <br />