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<br />3' COMPOSITE ROOF PANEL <br />(SEE SPAN TABLEl <br /> <br />FASTE.'-jING SCREW SHOULD <br />BE A MIN. OF l' SACK FROM <br />111E EDGE OF FtASHING <br /> <br />STRIP SEAUINT 3ET'....EEN <br />FASCtA AND HEADER <br /> <br />5' <br /> <br /> <br />:ta x 112" ALL PURPOSE <br />SCREW@ 12" O.C. <br /> <br />3REAKFCRM FtASHING <br /> <br />I <br />i <br />/ <br />I <br />/ <br /> <br />10" <br /> <br />I <br />-S- <br />I <br />I <br /> <br />NOTE; '..."EN SEPAAAll0N 3Ei\'ICEN <br />DRIP EDGE AND PANEL is <br />LESS 7HAN 314"111E <br />FtASHING SYSTEM SHCWN IS <br />REQUIRED <br /> <br />ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS <br /> <br />1. A.ASHING TO BE iNSTALLED A MIN. 5" UNDER 111E FiRST ROW OF SHINGLES. <br />2. STANDARD COIL FOR A.ASHING IS ",6" .019 MIL COIL <br />3. FIRST RON OF NAllS WILL HAVE TO 8E REMOVED TO iNSTALL A.ASHING PROPERlY. <br />~. FtASHING WILL 3E iNSTALLED UNDER THE FELT PAPER WHEN POSSIBLE. <br />5. HEADER WIll. 3E ~JT1'( TAPED AND CAUlKED EVEN 1110UGH FtASHING IS TO <br />aE iNSTAllED. <br />6. IF -mE DROP FROM TnE EDGE OF THE SHINGLE DOWN TO THE TOP OF 11<E HEADER <br />IS MORE THAN 1" nlE!'.j 111E JRJP EDGE WILL HAVE TO BE BROKEN TO CONFORM <br />TO -mIS DRO? <br />7. Wl1E." USiNG AJlSHING 11-1E SMALLEST SIZE HEADER AVAILABLE SHOULD BE USED 12" <br />03 MIL ROLLFORM OR B" aREAKfORM IS BEST SUITED FOR HEADE.q SINCE IT <br />KEEPS 11<E Ft.AP U? OF 11-1E HEADER SACK FROM THE EDGE OF 111E FUlSHING. <br />8.MHE." SEPAAAll0N BEW"EE." DRIP EDGE AND PANEL A.ASHiNG IS REQUIRED ~12" <br />SEPAAAll0N MiNIMUM. <br />9. STR)? SEAlANT SE1WEEN FASCtA AND HEADER PRIOR :0 INSTALLAllON. <br /> <br />(3) #10 X 2112" S.M.S. @ <br />RAFTER TAILS OR 2" O.C. MAX <br />WI 2" X 6" sua FACtA <br /> <br />RECENlNG CHANNEL OVER <br />SEAM ANGLE PROVIDE 0.060" <br />SPACER @ RECEMNG <br />CHANNEL ANCHOR POINTS <br /> <br />ANGLE. ANCHORS. AND <br />REC:EVING CHANNEL PER <br />SECllON 9 <br /> <br /> <br />MiNIMUM 2" X 4" FASCIA <br /> <br />NOTCH ANGLE FOR GUTTER <br /> <br />MUST REMAiN FOR ANGLE <br />STRENGTH <br /> <br />2" x 3' x 0.050" MIN. WI (4) <br />1110 x 314" 5.1.1.5. FOR LAAGER <br />3EAMS USE :BEAM DE?11i +1) <br />FOR NUMBER OF SCREWS <br />(SEE SECllON 9) <br /> <br />CANTILE'IE,qED BRACE CONNECTION ia) FASCiA rEND \flEW} <br /> <br />PAN ROOF ANCHORING DETAILS <br /> <br />RIDGE CAP <br />HEADERS AND ?ANELS ON \ <br />3011-1 SIDES OF SEAM FOR <br />GABLED APPUCAll0N <br />#8 x 9116" TEl< SCREWS <br />@ PAN RIBS EACH SIDE ~ <br />CAULK All. i:XPOSED \ <br /> <br />SCREW HEAD~ -r. <br />1 ' <br />~ <br /> <br /> <br />#8 x 1/'2" S.M.S. (3) PER. PAN ~ <br />AND (11 AT PAN RISER <br /> <br />AL TERM TE CONNECTION: #8 <br />x 1.1/4' SCREWS (3) PER PAN <br />iNTO BEAI.. TI-iROUGH BOXED <br />END OF PAN AND HEADER <br /> <br /> <br />'NHEN FASTENING PANELS <br />OR PANS TO WOOO PLA res <br />SCRE"NS SHAlL HAVE A <br />MiNIMUM EMBEDME.-.T OF l' <br /> <br />i <br />-+ <br /> <br />FCR COMPOSITE ROOFS; <br />#10 x ,I + ~/'2"1 S.M.S.81 <br />'.1/4"QJ FENDE.l:l. WASHERS <br />@ '2" O.C. (LENGTH = <br />PANEL 1111Cl<NESS + ,") <br />@ ROOF BEARiNG ELEME...T <br />(SHOWNl AND 24" O.C. @ <br />NON-8EARING ELEMENT (SIDE <br />WALLS) <br /> <br />ROOF PANEL TO BEAM DETAIL <br /> <br />\1 <br />. I <br /> <br />SEAlMT <br />PAN HEADER (BREAK- <br />FORMED OR EXT.l <br /> <br />PAN OR COMPOSITE ROOF <br />PANEl. <br />#8 x 112" S~'A.S. (3) PE.l:l. PAN <br />ALONG PAN BOTTOM <br /> <br />FOR PAN ROOFS: <br />(3) EACH #8 x 112" LONG S.M.S. <br />PER '2' PANEL <br /> <br />+ <br />I <br /> <br />ROOF PANEL <br />(PER TABLES SECTlOI'/ 71 <br /> <br />SU?PCRllNG BEAM <br />(pE.q TABLES) <br /> <br />ROOF PANEL TO BEAM FASTENING DETAIL <br /> <br />BEAM TO MIN. POST <br />(SEE TABLE 1.61 <br /> <br />ANGLE (SEE SECTION 9 FOR <br />SIZE AND NUMBER OF <br />SCREWS) ANGLE LENG111 <br />EQUAL TO BRACE DEPTH <br />PLUS (+14" ATTACH EACH <br />ANGLE TO F ASCtA PER <br />SECTION 9 <br /> <br />MINIMUM CANTlLEVER BRACE <br />2" x 3" x 0.050" OR EQUAL TO <br />POST SIZE USE (BRACE <br />DE?11i +') REQUIRED <br />,'1LiMBE.l:l. OF ;:110 x 9116' S. M. S. <br />EACH SIDE <br /> <br />BEAM TO WALL CONNECTION <br />(SEE SECTION 9) <br /> <br />fS <br />j <br />--,----,t'-r <br />I I <br />, , <br />, I <br /> <br />o 0 <br />o 0 <br />o 0 <br />o 0 <br /> <br /> <br />I <br />I <br />I <br />^ <br /> <br /> ! <br /> i <br /> ~ <br /> 1 <br /> I <br /> ! <br /> ~ 0 <br />0 <br /> !i: 0 <br />0 '" <br /> <:l 0 <br /> '" <br />0 U <br /> ~ 0 <br />0 :n <br /> 0 <br />A .:' 3 ^ <br /> <br /> <br />a = OVERJ.<ANG OIME.'<SION <br /> <br />A = WIOTI-i REQUIRED FCR <br />GUTTER <br /> <br />CANTILEVERED BRACE CONNECT10N TO WALL AND FASCIA DETAIL <br /> <br />~ <br />:nl= <br />wZ <br />o::~ <br />;Jlz (/') <br />r-.(/') ....J <br />~IWIZ ;;( <br />C! ~Ig f- <br />f-~f-w <br />r" f-I_ C <br />.Ii U 0 <br />III ~ I""- <br />'-'".JWZ <br />zO::O <br />~ 1-'0 9 <br />0:: (/')10 f- <br />u.. z N UI <br />0"'" w <br />012 (/') <br />0- <br />z <br />~I:J <br />~ <br /> <br />..... <br />w ~ ~ <br />. -- ~ <br />0.5" <br />'" '"' <br />~- 6 i ~ <br />Q) CJ q;' ~ <br />c....:<:,..,. <br />C~g~~ <br />~ ;,... ~:.:;J <br />Q)<l.~~;i <br />[JJ~:::~:::. <br />. ~ ~ '-LJ ;; <br />W '-u 5 Z 0> <br />0,-,,0;:(" <br />Q)' :I: 0( <br />u(5~Cb"- <br />C -U ... ,ll <br />Q)~~f- <br />'- ~ :ll <br />3 ~ 0 <br /><i3:; <br />.....JiJ <br /> <br /> <br />OF <br /> <br />7 <br />