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<br />i <br />-4- <br />I <br />I <br /> <br />i <br /> <br />3. COMPOSITE ROOF PANa <br />(SEE SPAN TABLE) <br /> <br />FASTENING SCREW SHOULD <br />Be A MIN. OF l' BACl< FROM <br />T1-iE "DGE OF FlASHING <br /> <br />STRIP SEALANT BETNEEN <br />FASClA A."<O HEADER <br /> <br />;a x ~.'"Z" ,>LJ. ?1JRPOSE <br />SCREW@ '2. O.C. <br /> <br />BREAl<fCRM F1.ASHING <br /> <br />I / <br />/ / <br />/ / <br />/ <br />5. ~O. <br />I <br /> <br />i <br />? <br /> <br />NOTE; NHEN SEPARATION BETWEEN <br />DRI? EDGE ANO PANEI.:S <br />LESS n-v.N 3/4. T1-<E <br />F1.ASl1ING SYSTE.l,4 SHOWN! S <br />REQUIRED <br /> <br />ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS <br /> <br />1. FlASHiNG TO BE iNSTALLED A MIN. 5. UNDER T".-iE FIRST ROW OF SHINGLES. <br />2. STANDARD COIL FOR FL'>SHING IS 16. .J19 MIL COIL <br />3. FIRST ROW OF NAllS WIU HAVE TO BE REMOVED TO INSTALl- FL'>SHiNG PROPERLY. <br />4. FlASHING WIU BE iNSTALLED UNDER T1-iE FEI. T PAPER '....HEN POSSiBlE. <br />5. HEADER W1U Be PIJTlY TAPED AND CAULKED EVEN THOUGH FlASHING is TO <br />BE iNSTAUE0, <br />6. :F T1-iE DRO? FROM T1-iE EDGE OF T1-<E SHINGLE DCWN TO mE ,O? OF 11-'E HEADER <br />IS ~RE 1l1AN 1.T1-<EN THE DRIP EDGE WIU HAVE m BE BROKEN TO CONFeRM <br />TO T1-iIS DRO?, <br />7. 'b'HE.'1 USING FlASHING THE SMALLEST SIZE HEADER AVAJL\BlE SHOULD BE USED 12. <br />03 MIL ROlLFORM OR 8. SREAJ<FOR.... IS BEST SUlTEO FOR HEADER SiNCe iT <br />KEEPS THE F1.AP U? OF THE HEADER BACl< FROM THE EDGE OF THE Fi.ASHiNG. <br />6. ,'lHE.'1 SEPARATION BEnVEEN DRIP ffiGE ANO PANEl. FlASHING is REQUIRED lrZ" <br />SEPARATlON MINIMUM. <br />9, STRIP SEA~T BETWEEN FASCiA AND HEADER PRIOR TO INSTAUATlON. <br /> <br />(3) #10 x 2 llZ' S,M,S. .~ <br />RAFTE.~ TNlS OR Z" O.C. MAX <br />WI 2. x 6" sua FAClA <br /> <br />-L( <br /> <br />RECENlNG CHANNEL OVER <br />SEAM ANGLE PROYlOE 0,060" <br />S?ACER @ REC8VING <br />CHANNa ANCHOR POINTS <br /> <br />ANGLE. ANCHORS, ANO <br />RECIEVING CHANNEL PER <br />SECTlON 9 <br /> <br />MINIMUM 2" x 4' FASCiA <br /> <br /> <br />NOTCH ANGLE FOR OU1TER <br /> <br />MUST REMAIN FOR ANGLE <br />STRENGTH <br /> <br />2" x 3" x 0.050" MIN, WI (4) <br />#10 x 31.. SJA.S. FOR u.RGER <br />BEAMS USE (BEAM DEPTH +1) <br />FOR NUMBER. OF SCREWS <br />(SEE SECTlON 9) <br /> <br />C;'~~-:-:LE'if:::<cD BRACS CCNNEC-:-1CN "~ F'/~.SC:A :::ND '/Ir='I'/) <br /> <br />PAN ROOF ANCHORING DETAilS <br /> <br />RIDGE CAP <br />HEADERS ANO PANELS ON \ <br />30111 SIDES OF 3EAM FOR <br />GABLED APPllCA TlON <br />;18 x 9116. TEl< SCREWS <br />.~ PAN RIBS eACH SlOE ~ <br />CAULK AU EXPOSED \ <br />SCREV'i HEADS r--- <br /> <br />-l" <br />L---: <br />I <br />;a x lrZ" S,M.S. (3) PER PAN <br />AND (1l AT PAN RISER <br />ALTERNATE CONNECTlON: #8 <br />~ '.1/4' SCREWS (3) PER PAN <br />,NTO BEAM THROUGH BOXED <br />ENO OF PAN ANO HEADER <br /> <br />'ffl;EN FASTENING PANELS <br />OR PA.-.S TO WOOD PlATES <br />SCREWS SHALL HAVE A <br />lAlNIMUM =:MBEDMENT OF '" <br /> <br />FOR COMPOSITE "'OOFS: <br />1i10 x It + ~ I2j S.M.S. WI <br />'.1/4"\3 F=:....DER WASHERS <br />@ 12" O.C. :LE....G111 = <br />PANEL THICKNESS" 1") <br />@ROOFBEARINGElE.'<lENT <br />(SHOWN) ANO 24. O.C. @ <br />NON-8EARING ELEMENT (SIDE <br />WAUS) <br /> <br />I <br />4 <br />l <br /> <br />SEALANT <br />PAN HEADER (BREAI<- <br />FORMED OR E)(T,) <br /> <br /> <br />ROOF PANEL TO BEAM DETAil <br /> <br />\1 <br />/ <br /> <br />I <br />: <br /> <br />PAN OR COMPOSITE "'OOF <br />PANa <br />;18 x 1.12" S.M.S. (3) PeR PAN <br />AlONG PAN BOTTOM <br /> <br />feR PAN ROOFS: <br />(3) EACH #8 x 1rZ" LONG S,M.S. <br />P€.~ 12" PANEL <br /> <br />I <br />I <br />i <br />-+ <br /> <br />ROOF PANEl. <br />;PER. TABLES SECilON 7) <br /> <br />SU??ORTING BEAM <br />;P=:'~ TABLES) <br /> <br />ROOF PANEL TO 881M FAST:=NING DETAil <br /> <br />3EAM TO MiN, POST <br />(SEE TABLE 1.6) <br /> <br />ANGLE (SEE SECTlON 9 FOR <br />SIZE ANO NUMBER OF <br />SCREWS) ANGLE LENGTH <br />EQUAL TO BRACE DEPT1-l <br />PLUS (+1". ATTACH EACH <br />ANGLE TO FASClA P€.~ <br />SECTION 9 <br /> <br />MINIMUM CANTllEVE.~ BRACE <br />2" x 3. x 0.050. OR EQUAL TO <br />POST SIZE IJSE:BRACE <br />DEPTH +11 REQUIRED <br />NUMBER OF #10 x 9/16" S. ,'A. S. <br />EACH SIDE <br /> <br />SEAM TO WALL CONNECTION <br />(SEE SECilON 91 <br /> <br />ES <br /> <br /> <br />-'-I~ <br />!' I 1 <br />, I <br />I ( <br /> <br /> <br />o 0 <br />o 0 <br />o 0 <br />o 0 <br /> <br /> <br />^ <br /> <br />A <br /> <br /> <br />( . <br />.~ <br /> <br />~ <br /> <br />o <br />o <br /> <br />o <br />o <br /> <br />o <br />o <br />o <br />o <br />o <br /> <br /> <br />>= <br />:l. <br />.J.J <br />a <br />.J.J <br />l) <br />~ <br />:0 <br /> <br />3 <br /> <br />,-' <br /> <br />3 = OVE."I.l-'ANG DIME....SICN <br /> <br />A = WIDTH REQUiRED FOR <br />GU1TER <br /> <br />CANTilEVERED BRACE CONNECT10N TO WALL AND FASCiA DETAIL <br /> <br />(/) <br />0-' <br />w-< <br />J:::: <br />(/)Z <br />~-< <br />(/);2 :3 <br />o::(/'J - <br />W w Z[-< <br />>~cGj <br />8 ~ t:10 <br />uCr-- <br />C:::Wz <br />i=O::oc <br />-<f-o_ <br />il.(/)Of- <br />;2N(.) <br />(/)~ W <br />f-- (/) <br />o::~ <br />0;2 <br />11.- <br />0:::::: <br />-<-< <br />U <br /> <br />w~ _ <br />. - ~ <br />a... :i ;; <br />'J) '" <br />:="~i~ <br />Q) \J ot:' :::: <br />c:~a!;g <br />c 1.lJ r- :.:.I It') <br />Q.) ,~ :( ~ ,~ <br />C03~;j.:e <br />. '~ ~~; <br />W ClJ is z co <br />a(f.l~X <br />Q):l:~'i:1 <br />() 'J./ '"' JJ <br />C:JJ"'1j <br />Q)~~'" <br />L.~J) <br />~ J.I 0 <br />iO '" Ii <br />....JG <br /> <br /> <br />OF <br />