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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 1-112- S.M.S. (2) PER <br />RAFTER OR TRUSS TAil <br /> <br />#10 X 314- S.M.S. @ 12- O.C. <br /> <br />EXISTING FASCIA <br /> <br />FOR MASONRY USE <br />1/4- x 1-1/4- MASONRY <br />ANCHOR OR EQUAL @ 24- O.C. <br />FOR WOOD USE #10 x 1-112- <br />S.M.S. OR WOOD SCREWS @ <br />2-0.C. <br /> <br />EXISTING HOST STRUCTURE: <br />WOOD FRAME. MASONRY OR <br />OTHER CONSTRUCTION <br /> <br />SOLID 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 />/ <br />....-/ <br /> <br />SEAlANT <br />HEADER (SEE NOTE BELOW) <br /> <br />ROOF PANEL <br /> <br />SEALANT <br />HEADER (SEE NOTE BELOW) <br /> <br />~ <br /> <br />ROOF PANEL <br /> <br />#8 x 112- S,M.S. (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 112- 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 112- SCREW EACH, THE PANS MAY BE <br />ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 X 1- OF THE ABOVE SCREW TYPES AND <br />THE ABOVE SPECIFIED RIZER SCREW. #8 X 9/16- TEK SCREWS ARE ALLOWED AS A <br />SUBSTITUTE FOR #8 x 112- S.M.S. <br /> <br />Lawrence E. Bennett, P.E. <br />CML ENGINEER - DEVELOPMENT CONSUL TANT <br />P.O. BOX 4368, SOUTli DAYTONA, FL 32121 <br />TELEPHONE (386) 767-4774 <br />FAX (366) 767-6556 <br /> <br />SEAL <br />PAGE <br /> <br />J <br /> <br />7-2 <br /> <br />@ COPYRIGHT 2002 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOllT lliE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. <br />