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<br />SECTION 7 <br /> <br />ALTERNATE CONNEC1ION: <br />#8 x 1-1/4" SCREWS (:'J) PEn <br />PAN INTO FASCIA -lllnOUGlI <br />PAN BOXEU END <br /> <br />#10 x 1-112" S.M_S. (1) PER <br />RAFTER OR HtUSS TAIL <br />If 10)( 3/,.," S.M.S. @ 12" O. C. <br /> <br />FOR MASONRY USE 1/4" x <br />1-1/4" TAP-CON ANCHOR OR <br />HJUAL @ 24" O. C. FOR WOOD <br />USE #1Q x 1-"112" S.M.S. OR <br />WOOD SCREWS@ '12" O. C. <br /> <br />EXISTING HOST STRUCTURE: <br />WOOD FRAME, MASONRY OR <br />On-IER CONS rRUCTION <br /> <br />SOLID f~OOF PANEL PRODUCTS <br /> <br />PAN HOOF ANCIIOHING DETAILS <br /> <br /> <br />ROOF PANEL TO FASCIA DETAIL <br />SCALE: 1/4" = 1'-0" <br /> <br /> <br />\ <br /> <br />EXISTING TRUSS OR RAFTER <br /> <br />SEALANT <br /> <br />#8 x 9/16" S.M.S. (3) PER PAN <br />AND (I) @ RISER <br /> <br />HEADER (SEE NOTE BELOW) <br /> <br />ROOF PANEL <br /> <br />#8 x 9/16" S.M.S. (3) PER PAN <br />AND (1)@ RISER <br /> <br />EXISTING FASCIA <br /> <br />SEALANT <br />#8 x 9/16" S.M.S. (3) PER PAN <br />AND (1) PER RISER <br /> <br />HEADER (SEE NOTE BELOW) <br /> <br />ROOF PANEL <br /> <br />.,' <br /> <br />#8 x 9/16" S.M.S. (3) PER PAN <br />AND (1) PER RISER <br /> <br />ROOF PANEL TO WALL DETAIL <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />NOTES: ROOF PANELS SHALL BE ATTACHED TO THE I-lEADER WITH (3) EACH #8 x 1/2" LONG <br />CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2" WASHERS. ALL SCREW <br />HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE <br />WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2" SCREW EACH. THE <br />PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE <br />SCREW TYPES AND THE ABOVE SPECIFIED RIB SCREW. <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER. DEVELOPMENT CONSUL TIINT <br />P.O. BOX 4366, SOUTfl MYTONA. Fl32121 <br />TELEPHONE (904) 767.4774 <br />FAX (904) 767-6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 1999 <br />170 NOT TO BE REPRODUCED IN WHOLE OR IN PN~ r WllHOUIlHE wnmEN PERMISSION OF LAWRENCE E. BENNETT, P_E_ <br />