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<br />AI. TERNA TE ctlNNECT10N: <br />(3) #8 SCREVYS PER PAN <br />Wl-rn,' MINIMUM <br />E.MBEDMENT iNTO FASCtA <br />mROUGH PAN BOXED E.~D <br /> <br />iJ10)( '-112" S.M.S. (1) PER <br />RAFTER OR TRUSS TAIL <br />#10)( 3/4' S.M.S. @ 12" O.C. <br /> <br />FOR MASONRY USE <br />114')( 1-1/4' TAP~N ANCl-lOR <br />OR EQUAL @ 24' O.C. FOR <br />WOOD USE #'10)( 1-112" S.M.S. <br />OR WOOD SCREWS @ 2" O.C. <br /> <br />EXISTiNG HOST STRUCTURE: <br />WOOD FRAME. MASONRY OR <br />O-rnER ctlNSTRUCT10N <br /> <br />PAN ROOF ANCHORING DETAILS <br /> <br /> <br />ROOF PANEL TO FASCIA DETAIL <br /> <br /> <br />EXISTlNG TRUSS OR RAFTER <br />SEAlANT <br />#8)( 1/2" S-'.4.S. (3) PER PAN <br />(BOTTOM) AND (1) @ RISER <br />(TOP) <br />HEADER (SEE ~TE BaOW) <br />ROOF PANEl. <br /> <br />#8)( 1/2" S.M.S. (3) PER PAN <br />(BOTTOM) AND (') @ RISER <br />(TOP) <br />EXISTiNG F ASC:A <br /> <br />SEAlANT <br />#8)( 1/2" S.M.S. (3) PER PAN <br />(BOTTOM) AND (1l@RlSER <br />(TOP) <br />HEADER (SEE ~TE BELOW) <br /> <br />ROOF PANEL <br /> <br />#8)( 1/2" SJd.S. (3) PER PAN <br />(BOTTOM) AND (' ) @ RISER <br />(TOP) <br />ROOF PANEL TO WALL DETAIL <br /> <br />NOTES: ROOF PANas SHALL BE ATTACl-lED TO mE HEADER \\11TH (3) EACH #IJ)( 1/2" LONG <br />CORROSJON RESISTANT SHEET METAl. SCREVYS \\I1-rn 112" '....ASHER5. AU. SC."lEW <br />HEADS SHALL BE CAUU<ED OR SHAlL HAVE NEOPRENE GASKET BETWEEN Tl-iE <br />WASHER AND Tl-iE PAN. PAN RIBS SHALL RECEIVE (1 lEACH #8 )( 112" SCRE,., EACH. mE <br />PANS /MY BE ANCHORED Tl-iROUGH BOXED PAN W1TH (3) EACH #IJ)( l' OF mE ABOVE <br />SCREW l'fPES AND mE ABOVE S?EC1FIED RIZER SCREW. #8)( 9115" TEl< SCREVYS ARE <br />AU.OWBJ AS A SUBST1T1.JTE FOR #8x 1/2" S.M.S. <br /> <br />#10 x 1-1/2" S. M. S. OR WOOD <br />NOOO SC.'<EW (1) PER <br />RAFTER CR TRUSS TAIL <br /> <br />#10 X 314' S. M. S. OR WOOD <br />SCREW SPACED@ 12" O. C. <br /> <br />FOR ~SONRY USE <br />1/4')( 1.1/4' TA?CON ANCHOR <br />OR EQUAL @ 24' O.C. FOR <br />WOOO USE #10)( 1-1/2" S.M.S. <br />OR WOOD SCREVYS <br />@ '2" O.C. <br /> <br />EXISTING HOST STRUC11JRE <br />WOOD FRAME. MASONRY OR <br />ornER CONSTRUCT10N <br /> <br />COMPOSITE ROOF ANCHORING DETAilS <br /> <br /> <br />ROOF PANEL TO FASCIA DETAIL <br /> <br /> <br />EXISTiNG TRUSS OR RAFTER <br /> <br />#8)( 1/2" S.M.S. SPACED <br />@ 8" O.C. Born SIDES <br /> <br />ROOF PANEl. <br /> <br />#8)( 112" S.M.S. SPACED <br />@ 8" O.C. Born SIDES <br />EXISTiNG FASCtA <br /> <br />#8)( 1/2" SJ..4.S. SPACED <br />@ 8" O.C. 80m SIDES <br />ROOF PANEl. <br /> <br />#8)( 1/2" S.M.S. SPACED <br />@ 8" O.C. Born SIDES <br /> <br />ROOF PANEL TO WALL DETAIL <br />~TES; NooO STRUC71JRES SHOULD ctlNNECT TO TRUSS BUTTS OR Tl-iE SU8-fASC'.A <br />FRAMING WERE POSSIBLE ONt Y 15% OF SCREWS CAN BE OUTSIDE Tl-iE TRUSS <br />Buns. SU8-fASC:A AND l110SE AREAS SH.ALl. HAVE DOUBLE ANCHORS. AU. SCREVYS <br />iNTO mE HOST STRUC11JRE SHAll HAVE MINIMUM 1.1/4' WASHERS OR SHAll BE <br />WASHER HEADED SCREWS. <br />HEADE.q INSIDE DIMENSION SH.ALl. BE EQUAL TO PANEl. OR PANS "t". Tl-iE WALl. <br />mlCKNESS SHALL se Tl-iE Tl-ilCl<Ness OF Tl-iE ALUMiNUM PAN OR COMPOSITE PANEl. <br />WALl. mICKNESS. HEADERS SHAll BE ANCHORED TO Tl-iE HOST STRUCllJRE WI-rn <br />ANCHORS APPROPRIATE FOR Tl-iE MATERIAl CONNECTED TO. mE ANCHORS DETAILED <br />ABOVE ARE BASED ON A LOAD FROM 120 MJ>.H. FOR sac SECTlON 1606 FOR A <br />MAXiMUM POSSiBLE SPAN OF Tl-iE ROOF PANEl. FROM Tl-iE HOST STRUC11JRE. <br /> <br /> <br />EXIST1NG HOST STRUCllJRE: <br />WOOD FRAI..le. MASONRY OR <br />omE.q CONSTRUCTION <br /> <br />" FASC:A (MINIMUM) <br /> <br />BREAK FORMED METAL SAME <br />mlCKNESS AS PAN <br />,MINiMUM) ANCHOR TO <br />FASCIA AND RtZE.'< OF PAN AS <br />SHOWN <br />#8)( 314' SCREWS @ 5" O.C. <br />#8)( 1/2" SCREV"S @S"O.C. <br /> <br />ROOF PANEL <br /> <br />....i <br /><( <br />(j'J::J <br />u.JZ <br />~<( <br />:J~ (j'J <br />~(j'J :::i <br />S:2wz<( <br />....~Of- <br />~---u.J <br />f-~t:o <br />(j'JUOt-- <br />u.J:JUJz <br />~~CO <br /><(f-o_ <br />~(j'JOf- <br />Ll..~NU <br />O:J u.J <br />Oz (j'J <br />0- <br />~~ <br />....i <br /><( <br /> <br />I <br />i---_-< <br />I ~ <br /> <br />--_ I <br />-' <br /> <br />ALTERNATE ROOF PANEL TO WALL DETAil <br /> <br />HEADER (SEE "OTE BELOW) <br /> <br />#8)( 9I1S' S.M.S. @ 8" O.C. <br /> <br />FOR ~SONRY USE <br />1/4" J( '-114' TAPCON ANCHOR <br />OR EQUAL @ 24' O.C. <br />FOR WOOD USE #'10)( '.112" <br />5.1.4.5. OR WOOD SCREWS <br />@'2" O.C. <br /> <br />,>- <br />UJ ~_ <br />'f.' N <br />1"\ ..._ <br />U-:::l N <br />Vl'" <br />~-~li;: <br />Q)()<""" <br />r:::~a;!:g <br />ClU~~~ <br />Q)~~.~ <br />000 8,"- <br />~J:__ <br />"5!>-w;!: <br />UJ :jZa> <br />~g~~ <br />Q)'=O:~ <br />uf5~ClJ~ <br />c lU ... :;:j <br />Q)~~>- <br />~ ~ ell <br />:: Uj ci <br />C'ilso,; <br />....JG <br /> <br />NOTES: ROOF PANEl.S SHAll BE ATTACHED TO mE HEADER 1'.'/ (3) EACH #IJ )( 1/2" LONG <br />CORROSION RESISTANT S.M.5.N/112" WASHERS. ALl. SCREVV HEADS SHAlL BE <br />CAUU<ED OR SHAll.. HAVE NEOPRENE GASKET BE1YYEEN Tl-iE WASHER AND Tl-iE PAN. <br />PAN RIBS SHAll RECEIVE (1) EACH #8)( 1/2" SCREW EACH. mE PANS MAY BE <br />ANCHORED mROUGH BOXED PAN WI (3) EACH #IJ)( l' OF me ABOVE SCREW TYPES <br />AND mE ABOVE 5PECIF1ED RIB SCREW. <br /> <br /> <br />OF <br /> <br />7 <br />