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<br />PAN ROOF ANCHORING DETAILS
<br />
<br />
<br />EXISTING TRUSS OR RAFTER
<br />
<br />SEAlANT
<br />
<br />HEADER (SEE NOTE BELOW)
<br />
<br />#8 x 9/16' S,M.S, (3) PER PAN
<br />AND (1) AT RISER
<br />
<br />#10 X 1-112' S,M.S, (1l PER RAFTER
<br />OR TRUSS TAIL
<br />
<br />ROOF PANEL
<br />
<br />#10 X 314' S.M.S, AT 12' ON CE,'<TER
<br />
<br />#8 X 9/16' S,M.S, (3) PER PAN
<br />AND (') AT RISER
<br />Al TERNA TE CONNECTION:
<br />#8 X 1.1/4' SCREWS (3) PER PAN INTO
<br />FASCIA THROUGH PAN BOXED END
<br />EXISTING FASCIA
<br />
<br />ROOF PANEL TO FASCIA DETAIL
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<br />HEADER (SEE NOTE BELOV,')
<br />#8 X 9/16' S,M.S, (3) PER PAN
<br />ANO (1) PER RISER
<br />FOR MASONRY USE 'w x 101/4' TAP-CON
<br />ANCHOR OR EQUAl AT 24' ON CENTER
<br />FOR '."!')OO lJSE #1~ x 1.1r2' $..'..13,
<br />OR \'000 SCREW. AT 12' ON CENTER
<br />ROOF PANEL
<br />
<br />#8 X 9/16' S,M,S, (3) PER PAN
<br />AND (1) PER RISER
<br />EXISTING HOST STRUCTURE:
<br />WOOD FRAME, MASONRY OR OTHER
<br />CONSTRUCTION
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />NOTES:
<br />
<br />ROOF PANELS SHAll BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2'
<br />LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2' WASHERS.
<br />ALL SCREVJ HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET
<br />BETWEEN THE WASHER AND THE PAN,
<br />PAN RIBS SHALL RECEIVE (1) EACH #8 X 112' SCREW EACH. THE PANS MAY BE
<br />ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 X l' OF THE ABOVE SCREW
<br />TYPES ANC THE ABOVE SPECIFIED RIB SCREW,
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<br />l' FASCIA (MINIMU~)
<br />BREAI< FORMED METAL
<br />SAME THICKNESS AS PAN
<br />(MINIMUM) ANCHOR TO
<br />FASCIA AND RIB OF PAN
<br />AS SHOWN
<br />#8 X 314' SCREWS @6' OC.
<br />
<br />#8 x '/2' SCREWS @6' OC.
<br />
<br />-~
<br />~
<br />
<br />HEADER (SEE NOTE BELOW)
<br />#8 X 9/16' S,MS. @ 8' O.C,
<br />ROOF PANEL
<br />FOR MASONRY USE 114' x 1.1/4' TAPCON
<br />~~W~O~RU~~Ut,o '1:~;9:f,~s OR
<br />WOOD SCREWS@ 12: O.C,
<br />EXISTING HOST STRUCTURE:
<br />WOOD FRAME, MASONRY OR OTHER
<br />CONSTRUCTION
<br />ALTERNATE ROOF PANEL TO WALL DETAIL
<br />
<br />NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 X 112'
<br />LONG CORROSION RESISTANT SHEET METAl SCREWS WITH 1/2' WASHERS.
<br />ALL SCREW HEADS SHAlL BE CAULKED OR SHAlL HAVE NEOPRENE GASKET
<br />BETWEEN THE WASHER AND THE PAN,
<br />PAN RIBS SHALL RECEIVE (1) EACH #8 x 112' SCREW EACH, THE PANS MAY BE
<br />ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 X l' OF THE ABOVE SCREW
<br />TYPES AND THE ABOVE SPECIFIED RIB SCREW,
<br />
<br />COMPOSITE ROOF ANCHORING DETAILS
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<br />EXISTING TRUSS OR RAFTER
<br />
<br />#8 X 9/16' SMS SPACED AT
<br />8' OC. BOTH SIDES
<br />ROOF PANEL
<br />#10 x 1.112' S.M.S, OR WOOD
<br />WOOO SCREW (1) PER RAFTER
<br />OR TRUSS TAIL
<br />#10 X 314' S,M,S, OR WOOD
<br />SCREW SPACED AT 12' D.C.
<br />#8 X 9116' SMS SPACED AT
<br />8' O.C, BOTH SIDES
<br />EXISTING FASCIA
<br />
<br />ROOF PANEL TO FASCIA DETAIL
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<br />
<br />EXISTING HOST STRUCTURE
<br />WOOD FRA!-AE, MASONRY OR OTHER
<br />CONSTRUCTION
<br />#8 X 9/16' S.M.S, SPACED AT 8'
<br />ON CENTER BOTH SIDES
<br />
<br />FOR W.SONRY L;i"E 1/4' y '.1!~' -A~'';ON
<br />" NCHOR OR EQUAL AT <4' ': '; 'JENTER
<br />FOR WOOD USE #10 x 1.1/<.' S.M.S, OR
<br />WOOD SCREWS AT 12' ON CENTER
<br />
<br />ROOF PANEL
<br />
<br />#8 X 9116' S.M.S, SPACED AT 8'
<br />ON CENTER BOTH SIDES
<br />
<br />ROOF PANEL TO WALL DETAiL
<br />
<br />NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTIS OR THE SUB-FASCIA
<br />FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS
<br />BUTTS, SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS,
<br />AlL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM '.1/4' WASHERS
<br />OR SHAlL BE WASHER HEADED SCREWS.
<br />HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PANS "1", THE WAlL
<br />THICKNESS SHALL BE THE THICKNESS OF THE AlUMiNUM PA~ OR COMPOSITE
<br />PANEL WALL THICKNESS, HEADERS SHAlL BE ANCHORED TO THE HOST
<br />STRUCTURE WlTH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO,
<br />THE ANCHORS DETAilED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H, FOR
<br />SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPA~ OF THE ROOF PANEL FROM
<br />THE HOST STRUCTURE.
<br />
<br />_ - 6' -,t' 10' ,
<br />
<br />#8 x 1/2' ALL PURPOSE SCREW
<br />@'2'O.C.
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<br />BREAl<FORM FlASHING ,
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<br />
<br />FASTENING SCREW SHOULD BE A MIN.
<br />OF l' BACK FROM THE EDGE OF FlASHING
<br />
<br />3' COMPOSITE ROOF PA"lEL
<br />SEE SPAN TABLE
<br />
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<br />
<br />ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS
<br />
<br />1. FLASHING TO BE INSTALLED A MIN, 6' UNDER THE FIRST ROW OF SHINGLES
<br />2. STANDAJRD COIL FOR FlASHING IS 16' .019 MIL COIL
<br />3, FIRST ROW OF NAILS WilL HAVE TO BE REMOVED TO INSTALL FLASHING PROPERLY
<br />4. FLASHING WilL BE INSTAlLED UNDER THE FELT PAPER WHEN POSSiBlE
<br />5. HEADER WILL BE PUTTY TAPED AND CAULKED EVEN THOUGH FtASHiNG IS TO BE INSTAlLED
<br />6. IF THE DROP FROM THE EDGE OF THE SHINGLE DOWN TO THE TOP OF THE HEADER IS MORE
<br />THAN l' THEN THE DRIP EDGE WILL HAVE TO BE BROKEN TO CONFORM TO THIS DROP
<br />7, WHEN USING FlASHING THE SMAlLEST SIZE HEADER AVAIlABLE SHOULD BE USED
<br />12' .03 MIL ROlLFORM OR 8' BREAKFORM IS BEST SUITED FOR HEADER SINCE IT KEEPS
<br />THE FlAP LIP OF THE HEADER BACK FROM THE EDGE OF THE FtASHING
<br />8, WHEN SEPARATION BETWEEN DRIP EDGE ANO PA~EL FtASHiNG IS REQUIRED
<br />'/2' SEPARATION MINIMUM
<br />9. STRIP SEALANT BETWEEN FASCIA AND HEADER PRIOR TO INSTALtATION
<br />
<br />PAN ROOF ANCHORING DETAILS
<br />E- SEAlANT
<br />r~--__ PA"< HEADER
<br />/ (BREAK-FORMED OR EXT.)
<br />/ __ #8 X 9-16" S.M.S, (3) PER PA~
<br />;;,- ~AND (')AT PA~ RISER
<br />~-........
<br />
<br />RIDGE CAP
<br />
<br />HEADERS A"<O PANELS ON
<br />BOTH SIDES OF BEAM
<br />FOR GAaLED APPLICATION
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<br />#8 X 9/16' S,M,S, (3) PER PAN //
<br />A"<D (1) AT PAN RISER
<br />#8 X 9116' S.M.S. (3) PER PA"<
<br />ALONG PA"< BOTTOM -
<br />
<br />"~ PA~ OR COMPo ROOF PANEL
<br />
<br />Al TERNATE CONNECTION:
<br />#8 X '.114' SCREWS (3) PER PAN
<br />INTO BEAM THROUGH BOXED
<br />E,"<D OF PAN A"lO HEADER.
<br />ROOF PANEL TO BEAM DETAIL
<br />
<br />
<br />~--:--~---~
<br />
<br />
<br />~~~ FASTENING PANE~S OR PANS T~' f' RO~F PANEL (PER TABLES)
<br />WOOO PtATES SCREWS SHAll HAVE A SECTION 7
<br />MINIMUM EMBEDMENT OF l'
<br />I
<br />FOR COMPOSITE ROOFS FOR PAN ROOFS'
<br />#10X(t+1I2')SMS WITH 1.114' I (3)EACH#8x'I2'LONGSMS
<br />Dlf"'v1ETER FENDER W,62HERS l FER 1?' PA."El
<br />@ 12' D.C, (LENGTH = PANEL
<br />THICKNESS + 1") @ ROOF BEARING SUPPORT G
<br />ELEMENT (SHOWN) AND 24' OC, @ IN BEAM
<br />(PER TABLES)
<br />NON-BEARING ELEMENT (SIDE WALLS) ~
<br />
<br />ROOF PANEL TO BEAM FASTENING DETAIL
<br />
<br />(') #8 X 1/2' WITH HEAD S.M.S,
<br />TOP OF EACH RISER
<br />
<br />
<br />#10 x 1-112' WASHER HEAD S.....S.
<br />THROUGH BOX HEADER 12' O.C,
<br />INTO HOST STRUCTURE
<br />
<br />NOTES:
<br />1, WHEN HOST STRUCTURE IS MASONRY
<br />USE 1/4' X 1-1/4' DRIVE PINS OR
<br />1/4' x 2.1/4' THUNDERBOLTS
<br />2, FASTEN THE EXISTING SUB-FASCIA
<br />TO RAFTER TAILS FIRST WITH
<br />#10 X 3' S.M.S,
<br />
<br />BOX HEADER
<br />BEAD OF CAULKING AlONG TOP OF
<br />BOX HEADER
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<br />ROOF PA~
<br />
<br />(3) PER ROOF PAN #8 X 318"
<br />wi HEAD S.M.S, O.C, INTO BEAM
<br />
<br />(3) PER ROOF PAN #10 X l' WITH
<br />S.M.S, THROUGH ROOF PA"l ANO BOX
<br />HEADER O.C. INTO HOST STRUCTURE
<br />
<br />PAN ROOF AND BOX HEADER
<br />
<br />FlASHING 0.024 OR 26 GA GALV.
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<br />2'x 2'x 0.06' X BEAM DEPTH
<br />+ 4' ATTACH ANGLE 'A' TO
<br />FASCIA WITH 2-318'tAG
<br />SCREWS AT EACH ANGLE
<br />MIN, 2' x~' X 0.050' S.M.B,
<br />(4) #10 S,M.S, AT EACH A"lGLE
<br />EACH SIDE
<br />
<br />@
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<br />
<br />A = WIDTH REQUIRED FOR GUTTER
<br />B = OVERHANG DIMENSION
<br />
<br />BEAIA TO WAlL CONNECTION: 7'-- A -----r'
<br />
<br />(2) 2' X 2' X 0.060' EXTERNAL Y MOUNTED ANGLES ATTACHED TO WOOD WALL WITH MINIMUM
<br />(2) 318' x 2' tAG SCREWS PER SIDE OR (2) 114' x 2-114' CONCRETE ANCHORS TO CONCRETE OR
<br />MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH lARGER THAN ~'
<br />
<br />(ALTERNATE) (') 1.314' x 1-314' X 1-314' X 118' INTERNAL U-CUP ATIACHED TO WOOD WALL WITH
<br />MIN, (3) 3/8' X 2'tAG SCREWS PER SIDE OR (3) 1/4' X 2.114' CONCRETE ANCHORS TO CONCRETE
<br />OR MASONRY WALL ADO (') ANCHOR PER SIDE FOR EACH INCH OR CONTILEVERED BEAM
<br />DEPTH lARGER THAN ~'
<br />
<br />
<br />~ I 0 0
<br />
<br />RECEIVING CHANNEL OVER BEAM ~\o
<br />ANGLE PROVIDE 0.060' SPACER
<br />AT RECEIVING CHA"lNEL A"lCHOR
<br />POINTS, (2) #10 X 2.112' S.M.S, 0
<br />AT RAFTER TAILS OR 2' ON CENTER
<br />MAX, WITH 2' x 6' SUB FASCIA
<br />
<br />NOTCH ANGLE OPTIONAL
<br />
<br />MUST REMAIN FOR ANGLE
<br />STRENGTH
<br />2' X 6' SELF MATING BEAM WITH
<br />(4) #10 SHEET METAl SCREWS AT
<br />EACH ANGLE EACH SIDE
<br />CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAIL
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