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<br />ALTERNATe CONNECT:ON: <br />(3) #8 SCREWS PER PAN <br />M111 '" ...INiMUM <br />E.'<18ECMENT iNTO FMC:A <br />mROUGH PAN 30XED END <br /> <br />~10 x 1-112" S.M,S. (1) PER <br />~H OR TRUSS T AJL <br />;110 x 314' S.M.S.@ '2'" O,C, <br /> <br />FOR MASONRY USE <br />1/4".1.,/4' TAP-c0N ANCHOR <br />OR EQUAL @ 24" O,C, FOR <br />WOOD USE 1*10 X 1.112. S,M.S, <br />CR WOOD SCREWS @ 2'" O.C. <br /> <br />S<ISTlNG HOST STRUCT1.:RE; <br />WOOD FRAME. .'MSONRY OR <br />omE.q CONSTRUCTION <br /> <br />PAN ROOF ANCHORING DETAJLS <br /> <br /> <br />I <br />~.-- <br /> <br />;;r= <br />I /; " <br /> <br />EXlST;NG TRUSS OR RAFTE.=t <br /> <br />SEAlANT <br /> <br />:13 X 112" S.M.S. (3) PER PAN <br />(BOTTCM) AND (')@RJSER <br />(TOP) <br />HEADER (SEE NOTe 3ELCW) <br />KOOF PANa <br /> <br />:13 X 112" S..'.4.S. (3) PER PN4 <br />(BOTTCM) AND (1) @ RJSER <br />(TOP) <br />EXJST;NG FMC:A <br /> <br />SEALANT <br /> <br />\ PE.~ PAN <br />~ RISER <br /> <br />E sacw) <br /> <br />ROOF PANEL <br /> <br />:13 X 112" S.M.S. (3) PE.~ PN4 <br />,50TTC/~) AND (1) @ RISER <br />(TOP) <br /> <br />ROOF PANEL TO WALL DETAIL <br /> <br />NOTeS: ROOF PANELS SHAll 9E ATTACHED TO 111E HEADER WI111 (3) EACH:I3. 112" LONG <br />CORROSION RESiSTANT SHEET METAL SCREWS WITH '12" WASHERS. ALL SCREW <br />HEADS SHAllSE CAUL"O::EO CR SHALL HAVE NEOPRENE GASKET 3EiWEE.'1l1-!E <br />WASHER AND mE PAN, PAN RJBS SHALL RECEJVE (1) EACH #8 X '12" SCREW EACH. l1-!E <br />PANS MAY BE N-lCHCRED mROUGH BOXED PN4 WI111 (3) EACH #8. ," OF mE ABOVE <br />SCREW TYPES AND 111E ABOVE SPECIFIED RIZER SCREW. #8.9/15" nx SCREWS ARE <br />ALLC~ M A suasT111JTE FOR #8 X 112" S.M.S. <br /> <br />ROOF PANEL TO FASC:A OEiAIL <br /> <br /> <br />~ ~~t <br /> <br />1*10.1.1.12. S. M. S. OR WOOD <br />WOOD SCREW (1) PER <br />~R OR TRUSS TAIL <br /> <br />1*10 X 314" S, ~.4. S. OR WOOD <br />SCREW SPACED @ '2'" O. C, <br /> <br />FOR MASONRY USE <br />1/4'. '.1/4" TAPeON ANCHOR <br />OR EQUAL @ 24' O.C. FOR <br />NOOD USE 1*10. '.112" S,M,S. <br />OR WOOD SCRE,VS <br />@'2'"O,C, <br /> <br />::;<ISTING HOST STRUCT1.:RE <br />WOOD FRAME. M.ASONRY OR <br />ornER CONSTRUCTION <br /> <br />COMPOSITE ROOF ANCHORING DETAILS <br /> <br /> <br />;:- <br />ui~ / <br />z'a. <br />~ig <br /> <br />ROOF PANEL TO FASCIA DETAIL <br /> <br />~ /~J~- <br />~;i <br /> <br />E.XJSTiNG TRUSS OR RAFTER <br />#3 X 112" S.M,S. SPACED <br />@ 8. O.C. 30111 SIDES <br />ROOF PANa <br /> <br />:13 x 1/2. S,M,S, SPACED <br />@ 8" O.C. BOni SIDES <br />EXISTiNG F ASC:A <br /> <br />#3 x 112. S.M.S, SPACED <br />@ 8" O.C. 90ni SIDES <br />ROOF PANEL <br /> <br />#3 x '12" S~"',S. SPACED <br />@ 8. Q,O. 30ni SIDES <br /> <br />ROOF PANEL TO WALL DETAIL <br />~OTeS; wooo STRUCT1.JRES SHOULD CONNECT TO TRUSS auTTS OR mE SUB-fASClA <br />FRAMING WHERE POSSIBLE ONl Y 15~ OF SCREWS CAN BE OUTSIDE l1-!E TRUSS <br />BUTTS. SU8-fASC:A AND lliOSE AREAS SHALL HAVE DOU8LE ANCHORS. AlL SCREWS <br />,NTO mE HOST STRUCTURE SHALL HAVE MINIMUM 1.1/4" WASHERS OR SHAll 3E <br />WASHER HEAOED SOHEWS. <br />HEADER INSIOE DIMENSJO,'I SHAll6E EOOAI. TO PANEL OR PANS "\", l1-!E WALL <br />T1-UCl<NESS SHAll6E mE THlCl<NESS OF me ALUMiNUM PAN OR COMPOSITE PANEL <br />WALL mICKNESS. HEADERS SHALL se ANCHORED TO mE HOST STRUCTURE WITH <br />ANCHORS APPROPRlA TE FOR me \IA TERlAL CONNECTED TO. TriE ANCHORS DETAILED <br />ABOVE ARE BASED ON A LOAD FRC!4 '20 M,?,H. FOR sac SECllON 1606 FOR A <br />,IAAXlMUM POSSIBLE SPAN OF mE ROOl' PANEL FROM mE HOST STRUCT1.JRE. <br /> <br />EXISTING HOST STRUCTURE. <br />wooo FRAME. MASONRY OR <br />ornER CONSTRUCTION <br /> <br /> <br />l' FASCIA ,MINiMUM) <br /> <br />SREN< FORMED METAL SAME <br />TI-lIOKNESS AS PAN <br />).1IN,MUM) ANCHOR TO <br />FASC:A AND RIZEq OF PAN AS <br />SHOWN <br />"8. 314" SCREWS ~ 6. O.C. <br />"8.112' SCREWS @ 6" O.C. <br /> <br />'<OOF ?ANEL <br /> <br />..J_ <br />UJ t: <br />~a; <br />J.a <br /> <br />L_____ <br /> <br />-s.- <br /> <br />--- <br /> <br />\ <br />" <br />\ <br />\ <br />\ \ <br />\ <br />" <br />\ <br /> <br />L'-L TERNA TE ROOF ?ANEL TO WALL DEi AIL <br /> <br />HEACE.~ (SEE .,<OTE BELOW) <br /> <br />#3 x 9/16' S.,\,I,S. @ 8" O.C. <br /> <br />FOR MASONRY USE <br />1/4'.1.114' ;A?CON ANCHOR <br />OR EQUAL .@ 24" O,C, <br />FOR WOOD USE 1*10.1.:/2" <br />S.M.S, CR WOOD SCREWS <br />@ '2" O.C. <br /> <br />NOTeS: ROOF PANELS SHAllSE ATTACHED TO mE HEADE.q WI (3) EACH #8 x 112" LONG <br />CCRROSION RESiSTANT S.M,5.NI 'f'):' WASHERS. ALL SCHEW r<EAOO SHAll BE <br />CAULKED OR SHAll HAVE NEOPRENE GASKET BE1WEE.'1 mE WASHER AND mE PAN. <br />PAN RJas SHAll RECEJVE (1) EACH #8.112" SCHEW EACH. l1-!E PANS MAY BE <br />ANCHORED mROUGH BeXED PAN WI (3) EACH #8 x '" OF l1-!E ABOVE SCHEW TYPES <br />AND mE ABOVE SPECiFiED RIB SCREW. <br /> <br />(/'J <br />C<( <br />l.lJ~ <br />=2 <br /> <br />~ ~ (/'JI <br />(/'J "... ' <br />0::"" ~ <br />W l.lJ zl<( <br />>~Ow~ <br />c.....- <br />I' ~ '= C <br />'-' I' " <br />1'-' - r--- <br />c:;wz <br />~IO:: c C <br />~ ~IC_ <br />...... (/'Jlc ~ <br /> <br />Q.. 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