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<br />
<br />
<br />PAN ROOF ANCHORING DETAILS
<br />EXISTING TRUSS OR RAFTER
<br />SEALANT
<br />HEADER (SEE NOTE BELOW)
<br />#8 ~ 9116'" S.M.S. (3) PER PAN
<br />ANa l1) AT RiSE/\
<br />#10" 1-112" $.M.S. (1) PER RAFT'ffi
<br />OR TRUSS TAIL
<br />ROQF PANEL
<br />#10x 314' SoM.S. AT 12" ON CENTER
<br />#819116'" $,M.S, (3) PER PAN
<br />ANO(1)ATRiSER
<br />AlTERNATE CONNECTION:
<br />#8" 1-114' SCREWS (3) PER PAN INTO
<br />FASClA rrlROUGH PAN BOXED END
<br />EXlSllNG F ASClA
<br />
<br />ROOF PANEL TO FASCIA DETAJL
<br />
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<br /><1;.0..;.---
<br />
<br />
<br />HEADER (SEE NOTE BELOW)
<br />#8 x 9/16'" S.M.S. (3) PEH PAN
<br />AND (1) PER RISER
<br />FOR MASONRY USE 114' x '.1/4" TAP-CON
<br />ANCHOR OR EQUAl AT 24" ON CENTER
<br />F....." .":: ~"E #1~ ~ ',112" S.M.S.
<br />')R '1';000 SC<l2vVS ~T '2" ON CENTER
<br />ROOF PANEL
<br />
<br />#8 x 9/16'" S.M.S. (3) PER PAN
<br />AND (1) PER RlSER
<br />EXISTING HOST STRUCTURE:
<br />WOOO FRAME. MASONRY OR 011iER
<br />CONSTRuCTION
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />ROOF PANELS SHAll BE ATTACHED TO 11iE HEADER WI11i (3) EACH #8 x 112"
<br />LONG CORROSION RESISTANT SHEET METAL SCREWS WI11i 1rr WASHERS.
<br />AlL SCREW HEADS SHAll BE CAUU<ED OR SHAll HAVE NEOPRENE GASKET
<br />BEnVEEN 11iE WASHER AND TI-iE PAN.
<br />PAN RiBS SHAll. RECENE (1) EACH #8 x 112" SCREW EACH. 11iE PANS MAY BE
<br />ANCHORED 11iROUGH BOXED PAN WITH (3) EACH #8. '" OF 11iE ABOVE SCREW
<br />TYP'=S '-ND 11iE ABOVE SPECIFIED RIB SCREW,
<br />
<br />NOTES:
<br />
<br />r-
<br />
<br />',' FASC:A (MINIMUM)
<br />aREAK FORMED METAL
<br />SAI.4E TI-lICKNESS AS PAN
<br />(MINIMUM) ANCHOR ,0
<br />FASClA AND RIB OF PAN
<br />AS SHOWN
<br />#8 x 314' SCRE,'v'S @ 6' O.C.
<br />
<br />#8 x 112" SCREWS @ 6'" O.C.
<br />
<br />---
<br />
<br />I
<br />,
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<br />+
<br />
<br />---
<br />
<br />---
<br />
<br />HEADER (SEE NOTE BELOW)
<br />#8 x 9116" S.M.S. @ 8" O.C.
<br />ROOF PANEL .'
<br />FOR MASoNRY' USE 114"" '.1/4" TAPCON
<br />ANCHOR OR EQUAl @ 24. O.c.
<br />FOR WOOO USE #10 x 1-112" SJ.l.S. OR
<br />WOOD SCREWS @ 12: O.C,
<br />EXISTING HOST STRUCTURE:
<br />WOOD FRAME, MASONRY OR ornER
<br />CONSTRUCllON
<br />ALTERNATE ROOF PANEL TO WALL DETAJL
<br />
<br />,.
<br />
<br />,
<br />
<br />ROOF PANELS SHALl. BE ATTACHED TO 11iE HEADER Wl11i (3) EACH #8 x 112"
<br />LONG CORROSION RESISTANT SHEET METAL SCREWS WI11i 112" WASHERS.
<br />AU.. SCREW HEADS SHALL BE CAULKED OR SHAll HAVE NEOPR9<E GASKET
<br />BElWEE1'ol11iE WASHER AND 11iE PAN.
<br />PAN RIBS SHAll RECElVE (1) EACH tIS x 112" SCREW EACH. 11-IE PANS MAY BE
<br />ANCHORED 11iROUGH BOXED PAN Wlrrl (3) EACH #8 x 1" OF TI-iE ABOVE SCRE'N
<br />l'fPES AND 11iE ABOVE SPECiF1EO RIB sCREW.
<br />
<br />NOTES:
<br />
<br />COMPOSITE ROOF ANCHORING DETAILS
<br />
<br />
<br />~
<br />
<br />
<br />EXISTING TRUSS OR RAFT'ffi
<br />
<br />tIS x 9/16" SMS SP ACED AT
<br />8" O.C. B011i SIDES
<br />ROOF PANEl.
<br />1#10 x 1.1/2" S.M.S. OR WOOO
<br />WOOD SCREW (' ) PER RAFTER
<br />OR TRUSS TAiL
<br />1#10 X 314' S.MS, OR WOOD
<br />SCREW SPACED AT 12" O.C_
<br />#8 x 9/16'" SMS SPACED AT
<br />8' O,C. B011i SIDES
<br />EXISTiNG F ASCA
<br />
<br />ROOF PANEL TO FASCIA DETAIL
<br />
<br />~0
<br />
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<br />
<br />
<br />EXISTING HOST STRUCTURE
<br />WOOD FRAME, MASONRY OR 011-1ER
<br />CONSTRUCTION
<br />#8 x 9/16'" S.M,S. SPACED AT 8"
<br />ON CENTER B011i SIDES
<br />
<br />r: ~~
<br />
<br />FOR MASONRY LiSE 114" x" '/4" TAPeON
<br />ANCHOR OR EQUAl ,\ T 24' 0:' CENTER
<br />FOR WOOD USE #10X 1.112" S.M.S. OR
<br />WOOD SCREWS AT 12" ON CEN'iER
<br />
<br />ROOF PANEl.
<br />
<br />#8 x 9/16'" S.M.S. SPACED AT 6'"
<br />ON CENTER BOT'H SIDES
<br />
<br />NOTES:
<br />
<br />ROOF PANEL TO WALL DETA1L
<br />
<br />WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR 11iE SU~ ASClA
<br />FRAMING 'MiERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSiDE THE TRUSS
<br />BUTTS. SU~ASClA AND THOSE AREAS SHALL HAve DOUBLE ANC'rlORS
<br />AlL SCREWS iNTO T'HE HOST STRUCTURE SHALL f-'AvE MINIMUM ',114' WASHERS
<br />OR SHALL BE WASHER HEADED SCRE\\lS.
<br />HEADER INSIDE DIMENSION Sl"All BE EQUAl TO PANEL OR PANS"l", 11iE WAll
<br />11iIGKNESS SHALL BE THE THICKNESS OF THE AlUMINUM PAN OR COMPOSITE
<br />PANEL WALl. THICKNESS. HEADERS SHALL SE ANCHORED TO THE HOST
<br />STRUCTURE WlTI-I ANCHORS APPROPRlATE FOR THE MATERlAL CO~NECTED TO.
<br />THE ANCHORS DETNLED ABOVE ARE !3ASED ON A LOAD FROM 120 M.P,H, FOR
<br />SSC SECllON '606 feR A MAXiMUM POSSIBLE SPAN OF THE ROOF PANEL FROM
<br />11iE HOST STRUCTURE.
<br />
<br />1-- . 6"
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<br />10"
<br />tIS x 112" AlL PURPOSE SCREW
<br />@12"O,C.
<br />
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<br />BREAKFORM FlASHING
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<br />3" COMPOSITE ROOF PANEL
<br />SEE SPAN TABLE
<br />
<br />FASTENING SCREN SHOULD BE A MIN.
<br />OF 1" BACK FROM THE EDGE OF Fv..SHING
<br />
<br />--.J
<br />
<br />.
<br />ALTERNATE DETAJL FOR FLASHING ON SHINGLE ROOFS
<br />
<br />,. A.ASHING TO SE iNSTALLED A MIN. 6" UNDER THE FIRST ROW OF SHiNGLES
<br />2. STANDARD COiL feR FlASHING IS 16'" .019 MIL COiL
<br />3. FIRST ROW OF NAIlS WlU HAVE TO BE RE.'<fOYED TO INSTALl. A.ASHING PROPER!. Y
<br />4. FLASHING WIll. BE INSTALLED UNDER. THE FELT PAPER WHEN POSSiBLE
<br />S. HEADER. WIU BE PUTTY TAPED AND CAUlKED EVEN THOUGH A.ASHiNG IS TO BE INSTALLED
<br />6. IF 11iE DRO? FROM 11iE EDGE OF 11iE SHINGLE DOWN TO THE TOP OF 11iE HEADER IS MORE
<br />THAN 1. THEN THE DRIP EDGE WIU HAVE TO BE BROKEN TO CONFORM TO THIS DRO?
<br />7. 'WHEN USING FLASHING THE SMAlLEST SIZE HEADER AVAlu.BLE SHOULD BE USED
<br />12" .03 MIL ROLl.FORM OR 8" BREAKfORM is BEST SUITED FOR HEADER SINCE IT KEEPS
<br />THE Fl.AP UP OF THE HEADER BACK FROM T'HE EDGE OF THE FlASHING
<br />8. 'MiEN SEPARATION BE1WEEN DRiP EDGE AND PANEL FLASHING is REQUIRED
<br />112" SEPARATION MINIMUM
<br />9. STRIP SEAlANT BE1WEEN FASClA AND HEADER PRIOR TO INSTAllATION
<br />
<br />NOTES:
<br />
<br />1. '....HEN HOST STRUCTlJRE is MASONRY
<br />USE 1/4" x 1-1/4" DRIVE PiNS OR
<br />1/4' x 2.114' 11iUNOERBOLTS
<br />
<br />2. FASTEN THE EXISTING SUB-l'ASClA
<br />TO RAFTER TNLS FIRST Wl11i
<br />#10 x 3" S.M.S.
<br />
<br />PAN ROOF ANCHORING DETAILS
<br />RIDGE eN> SEALANT
<br />HEADERSANO~ANELS ON ~ PAN HEADER
<br />B011i SIDES OF BEAM (BREAK-fORMED OR EXT.)
<br />FORGABLEDAPPLJCATION _ I ;-- #8x9-~6"S.M,S.(3)PERPAN
<br />, _ - ~ &-::::-- AND (1)AT PAN RISER
<br />
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<br />
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<br />~ PAN OR COMP, ROOF PANEL
<br />AlTEI<.'lATE CONNECTION:
<br />#8 x 1,114' SCREWS (3) PER PAN
<br />,NTO BEAM 'THROUGH BOXED
<br />E.'lO OF PAN AND HEADER
<br />ROOF PANEL TO BEAM DETAIL
<br />
<br />#8 x 9/16'" S.M.S. (3) PER P~' /
<br />AND (1l AT PAN RISER ------'
<br />#8 x 9/16'" 3.M.S. (3) PE.q PAN
<br />AlONG PAN BOTTOM
<br />
<br />+
<br />
<br />
<br />ROOF PANEL (PER TABLES)
<br />SECilON 7
<br />
<br />,
<br />~
<br />
<br />NOTE:
<br />WHEN FASTENING PANELS OR PANS TO
<br />WOOD PLA.TES SCREWS SHAll HAve A
<br />MiNIMUM E.l;lSEDME."<T OF I"
<br />
<br />FOR COMPOSITE ROOFS: I \ FOR PAN ROOFS:
<br />#10 x (t + 112") S.M.S, Wl11i 1-1/4" ~ 1- (3) EACH #8 x 1rr LONG S.M.S.
<br />PlAMETER FENDER WASHERS l PER ~2" Pi\NEl.
<br />@ 12" O,C. (LE."'G~ = PANEL
<br />THICKNESS + li@RooF BEARING . SUPPORTING BEAM
<br />B.E~ENT (SHOWN) AND 24' O,C. @ (PER TABLES)
<br />NON-8EARING ELE~ENT (SIDE WAlLS)
<br />
<br />ROOF PANEL TO BEAM FASTENING DETAIL
<br />
<br />(1) #8 x lrr WlTI-i HEAD S.M.S.
<br />TOP OF EACH RISER
<br />
<br />
<br />1i10 x 1.112" WASHER HEAD S.M.S.
<br />Tl-lROUGH BOX HEADER 12" O,C.
<br />,NTO HOST STRUCTURE
<br />
<br />:lOX HEADER
<br />:lEAD OF CAULKING AlONG ,OP OF
<br />:lOX HEADER
<br />
<br />/~
<br />r
<br />
<br />ROOF PAN
<br />
<br />(3) PER ROOF PAN #8 x 3/8.
<br />wi HEAD S.M.S. O.C. iNTO BEAM
<br />
<br />(3) PER ROOF PAN #10 x 1" WlTI-I
<br />S.M.S. THROUGH ROOF PAN AND BOX
<br />HEADER O.C. iNTO HOST STRUCTlJRE
<br />
<br />PAN ROOF AND BOX HEADER
<br />
<br />FlASHING 0.024 OR 26 GA. GAl.V,
<br />
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<br />
<br />@
<br />@
<br />
<br />2"x 2"x 0,08" x BEAM DEPTH
<br />+ 4' ATTACH ANGLE 'A' TO
<br />F ASClA WI11i 2-318" LAG
<br />SCREWS AT EACH ANGLE
<br />MIN. 2" x 3" x 0.050" S.M.B.
<br />(4) #10 S.M.S. AT EACH ANGLE
<br />EACH SiDE
<br />
<br />A = WlDT'H REQUIRED FOR GUTTER
<br />B = OVERHANG DIMENSION
<br />
<br />~A-J
<br />
<br />BEAM TO WALl. CONNECTION:
<br />
<br />(2) 2" x 2" x 0.060" EXTEHNAl. Y MOUNTED ANGLES ATTAeHED TO WOOD WAlL 'Mrrl MiNIMUM
<br />(2) 3/8" x 2" LAG SCREWS PER SIDE OR (2) 114" x 2-114" CONCRlITE ANCHORS TO CONCREl1O QR
<br />MASONRY WALl. ADO (1) ANCHOR PER. SIDE FOR EACH INCH OF BEAM DEPTH lARGER THA.'(3.
<br />
<br />(AlTERNATE) (1) 1-314' x 1-314" x 1-314" x 118" INTERNAl. U-CUP ATTACrlED TO WOOD wAlL Wl11i
<br />MIN. (3) 318" x 2" LAG SCREWS PER. SIDE OR (3) 114" x 2.114" CONCRETE ANC'rlORS 'TO CONCRETE .
<br />C'R. MASONRY WAlL ADD (1l ANCHOR PER. SIDE feR EACH INCH OR CONTI LEVERED BEA'.4
<br />DEPni lARGER THAN 3"
<br />
<br />
<br />NOTCH ANGLE OPTIONAl.
<br />
<br />RECENING CHANNEL OVER BEAI.;l
<br />ANGLE PROVIDE 0.060" SPACER
<br />AT RECEJViNG CHANNEL ANCHOR
<br />POINTS, (2) #10 x 2-112" S.M.S.
<br />AT RAFTER TNLS OR 2" ON CENTER
<br />lMX. WITH 2" x 6'" sua F ASClA
<br />
<br />MUST RE.'MJN FOR ANGLE
<br />STRENGTl-l
<br />2" x 8" SElF MATiNG BEAM WI~
<br />(4) #10 SHEET METAl SCREWS AT
<br />~ ANGLE EACH SIDE
<br />CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAIL
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