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<br />
<br />PAN ROOF ANCHORING DETAILS
<br />EXISTING lRUSS OR RAFTER
<br />SEAl.ANT
<br />HEADER (SEE NOTE BELOW)
<br />#8 x 9/16" S.M.S. (3) PER PAN
<br />AND (') AT RiSER
<br />#10 x ','12" S.M.S. (" PER RAFTER
<br />OR lRUSS T NL
<br />ROOF PANEL
<br />#10 X 3/4" S.M.S, AT 12" ON CENTER
<br />#8 X 9/16" S.M,S. (3) PER PAN
<br />AND (')AT RiSER
<br />AlLTERNATE CONNECllON:
<br />#8 X 1.1/4" SCRE'IVS (3) PER PAN INTO
<br />FASCIA l1-iROUGH PAN BOXED END
<br />EXlSTlNG FASCIA
<br />
<br />ROOF PANEL TO FASCIA DETAIL
<br />
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<br />
<br />HEADER (SEE NOTE BELOW)
<br />#8 X 9/'6" S.M.S. (3) PER PAN
<br />AND (') PER RISER
<br />. FOR MASONRY USE '/4" X 1.1/." TAP..ccN
<br />Io.NCHOR OR B:lUAl AT 24" ON CENTER
<br />F\..,,1. t.....~:. _..:E #1"; '( 1..1/'r S.M.5.
<br />')R 1';000 SC'c?",""S.\T 12" ON CENTER
<br />
<br />ROOF PANEL
<br />
<br />#8 X 9/16" S,M,S. (3) PER PAN
<br />AND (' ) PER RiSER
<br />EXlSTlNG HOST STRUC11JRE;
<br />WOOO fl'lA'AE. MASONRY OR Ol1-iER
<br />CONSlRl.JCTlON
<br />ROOF PANEL TO WALL DETAJL
<br />
<br />NOTES:
<br />
<br />ROOF PANas SHAlL BE ATTAaHED TO niE HEADER W!l11 (3) EACH #8 X 112"
<br />LONG CORROSION RESISTANT SHEET METAlL SCRE'IVS Wlni 112" WASHERS.
<br />AU SCREW HEADS SHALL BE CAUU<EO OR SHALL HAVE NEOPRENE GASKET
<br />BET'NEE.~ l1-iE WASHE.~ AND TlHE PAN.
<br />PAN RJBS SHALL RECEIVE (') EAaH #8"'12" SCR-"W EACH, TlHE PANS MAY 3E
<br />ANCHCRED TlHROUGH BOXED PAN WIl1-i (3) EACH #8 .. I" OF l1-iE ABOVE SCREvV
<br />TYPES "NO TlHE ABOVE SPEC:Fieo RiB SCREW,
<br />
<br />
<br />
<br />t%-J1>
<br />PAN~
<br />--!-o..::.._
<br />
<br />'" FASC'.A (MINIMUM)
<br />BREAK FORMED MET AlL
<br />SAME Tl-iICXNESS AS PIo.N
<br />(MINIMUM) ANCHOR TO
<br />FASCIA AND RiB OF PAN
<br />AS Sl-iCWN
<br />#8.. 3/." SCRE'NS @ 6'" D.C.
<br />
<br />118 X '12" SCRE'NS @ 6'" D.C.
<br />
<br />----
<br />
<br />----s
<br />
<br />HEADER (SEE NOTE BELOW)
<br />#8 X 9/' 6" S.M,S. @ 8" D,C.
<br />ROOF PANEL
<br />FOR MASONRY USE 11." X 1-114" TAPCON
<br />ANCHOR DR EQUAl. @ 24" O.C.
<br />FOR WOOO USE #'0 "'.'12" S~\A,S. OR
<br />WOOD SCRE"WS @ 12: D.C.
<br />EXlST1NG HOST STRUC11JRE:
<br />WOOO FRAME, MASONRY OR OTIiER
<br />CONSlRUCTlON
<br />ALTERNATE ROOF PANEL TO WALL DETAJL
<br />
<br />NOTES:
<br />
<br />ROOF PANELS SHALL BE ATTAaHED TO l1-iE HEADER 'Mni (3) EAQi #8 X '12"
<br />LONG CORROSJON RESISTANT Sl-iEET MET AI. SCREWS WITH '12" WASHERS.
<br />AU SCREW HEADS SHALL BE CAUU<EO OR SHALL HAVE NEOPRENE GASKET
<br />BElWEEN l1-iE WASHER AND niE PAN,
<br />PAN RJas SHAlL RECEIVE (') EACH #8.. 112" SCREW EAaH. niE PANS MAY BE
<br />ANCHORED l1iROUGH BOXED PAN WITH (3) EACH 118 X '" OF niE ABOVE SCREW
<br />TYPES AND T1-iE ABOVE SPECIFIED RJa sCRE-N,
<br />
<br />COMPOSITE ROOF ANCHORING DETAJLS
<br />
<br />
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<br />
<br />~
<br />
<br />E.l<I13llNG TRUSS OR RAFTER
<br />
<br />#8 X 9/'6" SMS SPACED AT
<br />a" O.c. 80TlH SIDES
<br />ROOF PANEL
<br />#10.. ~.'12" S,M,S. OR WOOO
<br />WOOD sc.qew (1)~..R RAFTE.~
<br />OR TRUSS T NL
<br />1;1 0 X 314" S,M.S, OR WOOD
<br />SCREW SPACED AT '2" ac.
<br />#8 X 9/'6" SMS SPACED AT
<br />a" O.c. 80TH SIDES
<br />EXlSTiNG F ASC:A
<br />
<br />ROOF PANEL TO FASCIA DETAJL
<br />
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<br />
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<br />
<br />EXlSTlNG HOST STRIJCTURE
<br />WOOO FRAME. MASONRY OR OTlHE1~
<br />CONSTRUCllON
<br />#8.. 9/'6" S,M.S. SPACED AT a"
<br />ON CENTER BOrrl SIDES
<br />
<br />r~- ~,~
<br />
<br />FOR MASONRY USF. 114" x '-'/." T.'J>CON
<br />ANCHOR OR EQUAl,\ T 24" ~, ::E.'frC:R
<br />FOR WOOD USE 1;10.. 1.112" S.M.S. OR
<br />WOOO SCRE'vVS AT 12" ON CEN"'-E.~
<br />
<br />ROOF pA.~a
<br />
<br />#8 X 9/'6" S.M.$. SPACED AT 6'"
<br />ON CE.'iTE.q BOTlH SIDES
<br />
<br />NOTES:
<br />
<br />ROOF PANEL TO WN..L DETAJL
<br />
<br />WOOD STRUC11JRES SHOULD CONNECT 70 TRUSS BUTTS OR THE SUB-f ASCIA
<br />FRAMING WHERE POSSIBLE ONLY 15% OF SCRE'WS CAN BE OUTSIDE THE TRUSS
<br />BUTTS. SUB-fASC:A AND TlHOSE AREAS SHAll HAVE DOUBLE ANCHORS
<br />AU SCRE,VS ,NTO TlHE HOST STRUC11JRE SHALL nAVE MlNiMLiM '.114' WASHERS
<br />OR SHAll BE WASHER HEADED SCREWS.
<br />HEADER INSIDE OiME....SfON SHALL BE EQUAl iO PIo.NEL OR PANS "\". THE WAll
<br />THICKNESS SHALL BE l1-iE nilCKNESS OF TlHE AlLUMINUM PAN OR CCMPOSITE
<br />PANEL WAll TlHICKNESS. HEADERS SHAll BE ANCHORED TO TlHE HOST
<br />STRUC11JRE WlTlH ANCHORS APPROPRIATE feR TlHE MATE.qjAJL COI"NECTED TO.
<br />l1-iE ANCHORS DET NLED ABOVE ARE BASED ON A LOAD FRCM , 20 M.P ,.Y. FOR
<br />SBC SECTlON ',606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM
<br />THE HOST STRUC11JRE.
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<br />#8 X 112" All PURPOSE SCREW
<br />@12"0.C.
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<br />BREAKFORM FUoSHJNG
<br />
<br />
<br />FASTENING SCRE"vV Sl-iOULD BE A M1N,
<br />OF '"13ACl< FROM niE EDGE OF FUoSHING
<br />
<br />3' COMPOSITE ROOF PANEL
<br />SEE SPAN TABLE
<br />
<br />N..TERNATE DETAJL FOR FLASHING ON SHINGLE ROOFS
<br />
<br />1. FVSHING TO BE INSTAlLEO A MiN. 8" UNDER TlHE FIRST ROW OF Sl-iINGlES
<br />2. STANOAAD COIL FOR FlASHING is 18" ,0'9 MIL COIL
<br />3. FIRST Raw OF NAlLS 'MLL HAVE TO BE REMOVED TO INSTAll FVSHING PROPERLY
<br />4. FVSHiNG WILL BE INST AI...l.ED UNDER niE FELT PAPER WHEN POSSIBlE
<br />5. HEADER W1LL BE PUTTY TAPED AND CAlJt.XEO EVEN n;ouGH FLASHING IS TO BE INST AI...l.ED
<br />8. IF TlHE DROP FROM niE EDGE OF TlHE Sl-iINGlE DCYIN TO TlHE TOP OF niE HE.ADER IS MORE
<br />T1HAN 1" THEN l1-iE DRIP EDGE 'MLL HAVE TO BE BR()I(EN TO CONFORM TO l1-iIS DROP
<br />7. WHEN USING FVSHING niE SMAllEST SIZE HE.o\.DER AV,l,Jl.ABLE SHOIJLO BE USED
<br />'2" .03 MIL ROI..LFORM OR 8" BREAKFORM IS BEST SUITED FOR HEADER SINCE IT KEEPS
<br />TlHE FUP UP OF l1-iE HEADER BACJ< FROM TlHE EDGE OF TlHE FUoSHING
<br />8. WHEN SEPARA nON BE1WEEN DRJP EDGE AND PANa FUoSHING IS REQUIRED
<br />112" SEPARAllON MINIMUM
<br />9. STRlP SEALANT BE1WEEN FASCIA AND HE.ADER PRJOR TO INST~T1ON
<br />
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<br />
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<br />\_ PAN OR COMPo ROOF PANEL
<br />AlL TE.~'lA TE CONNECllON:
<br />#8 X ~"14" SCREWS (3) PER PAN
<br />iNTO BEAM TlHROUGH BOXED
<br />ENO CF PAN AND HEADER.
<br />ROOF PANEL TO BEAM DETAJL
<br />
<br />/
<br />#8 X ~16" S,M.S. (3) PER PAN~
<br />AND(')ATPANRiSER -----'
<br />#8 X 9/16'" S,M.$. (3) PE.~ PAN
<br />AlLONG ?A.... BOTICM
<br />
<br />NOTE:
<br />WHEN FASTENING PANELS OR PANS TO
<br />WOOD PL4.TES SCREWS SHAll HAVE A
<br />MINIMUM EM6EDMe.'tT OF 1"
<br />
<br />
<br />ROOF ?ANa (PER TABLES)
<br />SECllCN 7
<br />
<br />t
<br />FOR COMPOSITE ROOFS: ' I \ FOR PAN ROOFS:
<br />#10 X (I + '121 S.M,S. W1l1i 1-1{." lJ- (3) EACH #8 X '12" LONG S.M.S.
<br />D:AME'tR FE.'1DER WASHE.~S PER'2" Pfo.NEL
<br />@ 12" O.C, (LE.'lGni = PANEL
<br />THICKNESS + 'i @ ROOF BEARING , SUPP<".AmNG BEAM
<br />ElE.\IENT (SHe''''N) ANO 24" O,C. @ (PER TABLES)
<br />NON-8EARING ElE....e.'tT (SIDE WAllS)
<br />ROOF PANEL TO BEAM FASTENING DETAIL
<br />
<br />(') #8 X 112" \~ HEAD S,M.S.
<br />TOP OF EACH RJSER
<br />
<br />
<br />NOTES:
<br />
<br />1, WHE-" HOST STRUC11JRE is MASONRY
<br />USE ',14" X '.'/4" ORNE ?INS OR
<br />'i4' X 2.'/4" iHUNDERBOLTS
<br />
<br />2. FASTEN TlHE EXlSllNG SU6--fASC:A
<br />TO AAFTER T NLS FIRST 'fflni
<br />#1 0 X 3" S.M,S.
<br />
<br />BOX HEADER
<br />BEAD OF CAULKING AlLONG TOP OF
<br />BOX HEADER
<br />
<br />/~
<br />r
<br />
<br />ROOF PAN
<br />
<br />1#10 x ,.,12" WASHE.q HEAD S,M.S.
<br />rrlROUGH BOX HEADE.~,2" O,C.
<br />iNTO HOST STRUC11JRE
<br />
<br />(3) PE.~ ROOF PA.... #8.. 3Ia"
<br />wi HEAD S.M.S. D.C. iNTO BEAM
<br />
<br />(3) PER ROOF PIo.N #10 x," W!l11
<br />S.M.S. nlROUGH ROOF PAN AND BOX
<br />HEADER O',C. iNTO HOST STRUC11JRE
<br />
<br />PAN ROOF AND BOX HEADER
<br />
<br />FV.5HING 0,024 DR 25 GA. GALV,
<br />
<br />
<br />2"x 2"x 0.1)6" x BEAM DEPTH
<br />+ 4" ATTAO-l ANGLE "A" TO
<br />F N;,QA WITH 2-318" LAG
<br />SCREvVS AT EACH ANGlE
<br />MIN. 2" x 3" x 0,050" S.M.B.
<br />(4) 1#10 S,M,S. AT EACH ANGlE
<br />EACH SIDE
<br />
<br />A = WlOnl REQUIRED FOR GUTT'ER
<br />6 2 OVERHANG DiMENSION
<br />
<br />J--A~
<br />
<br />BEAM TO' WAU CONNECTlON:
<br />
<br />(2) 2" x 2" x 0.060" EXTERNAL Y MOONTEO ANGLES ATTACHED TO WOOD WAU WITH MiNIMUM
<br />(2) 318" x 2" LAG SCREWS PER SIDE OR (2) 114" x 2.1/4" CONCRETE ANCHORS TO' CONCRETE OR
<br />MASONRY WAU ADD (') A."jC110R PER SIDE FOR EACH IN01 OF BEAM DEPTH LAAGER TIiAN 3"
<br />
<br />(AI. TERNATE) (') 1.3/." x 1-314" x 1-314" x 118" iNTERNAl ~P ATTACHED TO wo::::AJ WAll wm;
<br />MII>I. (3) 318" x 2" UlG SCRE'WS PER SIDE OR (3) 114" x 2,11." CONC."<ETE ANCHORS TO CONCRETE
<br />OR MASONRY WAU ADO (1) ANCHOR PER SIDE FOR EAaHlNaH OR CONllLEVERfO BEAM
<br />OEP11i lARGER THAN 3"
<br />
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<br />NOTaH ANGlE 0PT10NAI.
<br />
<br />o 0
<br />
<br />RECE1VNG CHANNEL OVER BEAM
<br />ANGLE PROVIDE 0.060" SPACER
<br />AT RECCMNG CHANNEL ANCHOR
<br />POINTS, (2) 110 x 2,'12" S.M.S.
<br />AT RAFTER TNLS OR 2" ON CENTER
<br />MAX. WITH 2" x 6" sua F ASClA
<br />
<br />
<br />MUST RBWN FOR ANGlE
<br />STRENGTH
<br />
<br />2" x 6" sa;: MAllNG BEAM W1l1i
<br />(4) #10 SHEET METAlL SCREWS AT
<br />EACH ANGLE EACH SIDE
<br />CANTILEVERED BEAM CONNECTION TO WN..l AND FASCIA DETA1L
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