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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 9116. S,M,S, (3) PER PAN
<br />AND (1)AT RISER
<br />
<br />#10 X 1.112. S,M,S, (1) 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 9116' S,M,S, (3) PER PAN
<br />AND (1)AT RISER
<br />ALTERNATE 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
<br />
<br />
<br />HEADER (SEE NOTE BELOW)
<br />#8 X 9116. S,M,S. (3) PER PAN
<br />AND (1) PER RISER
<br />FOR MASONRY USE 1/4' X 1-114' TAP-{;ON
<br />ANCHOR OR EQUAL AT 24' ON CENTER
<br />FOR 'WX\D IJ~E #,~ x '.1!~. S,M,3,
<br />DR \ '000 SCREW_ AT 12" ON CENTER
<br />ROOF PANel
<br />
<br />#8 X 9116. 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: ROOF PANelS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 112.
<br />LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 112. WASHERS,
<br />ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET
<br />BElWEEN 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 />1YPES ANC THE ABOVE SPECIFIED RIB SCREW,
<br />
<br />
<br />I
<br />-,-~
<br />PAN~- -
<br />10>
<br />1--
<br />
<br />l' FASCIA (MINIMUM)
<br />
<br />BREAK FORMED METAL
<br />SAME THICKNESS AS PAN
<br />(MiNIMUM) ANCHOR TO
<br />"ASCIAAND RIB OF PAN
<br />AS SHOWN
<br />
<br />#8 x 314. SCREWS @ 6. O,C,
<br />
<br />#8 x 112. SCREWS @6' O,C,
<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 1/4' x 1.1/4' TAPCON
<br />ANCHOR OR EQUAL @ 24' O,C
<br />FOR WOOD USE #10 x 1-112. S,MS, OR
<br />WOOD SCREWS@12:0,C,
<br />EXISTING HOST STRUCTURE:
<br />WOOD FRAME, MASONRY OR OTHER
<br />CONSTRUCTION
<br />ALTERNATE ROOF PANEL TO WALL DETAIL
<br />
<br />ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (J) EACH #8 x 112.
<br />LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 112. WASHERS,
<br />ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET
<br />BElWEEN 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 />1YPES AND THE ABOVE SPECIFIED RIB SCREW,
<br />
<br />NOTES:
<br />
<br />COMPOSITE ROOF ANCHORING DETAILS
<br />
<br />
<br />EXISTING TRUSS OR RAFTER
<br />
<br />#8 X 9116' SMS SPACED AT
<br />8' OC, BOTH SIDES
<br />ROOF PANEL
<br />#10 X 1 -112' S,M,S, OR WOOD
<br />WOOD SCREW (1) PER RAFTER
<br />OR TRUSS TAIL
<br />#10 X 314' S,M,S, OR WOOD
<br />SCREW SPACED AT 12' OC,
<br />#8 X 9116. 5MS SPACED AT
<br />8' O,C, BOTH SIDES
<br />EXISTING FASCIA
<br />
<br />ROOF PANEL TO FASCIA DETAil
<br />
<br />/ '-"--~.I i
<br />, JJ....~
<br />~ ~
<br />.. Q
<br />~~~
<br />'~
<br />
<br />EXISTING HOST STRUCTURE
<br />WOOD FRAME. MASONRY OR OTHER
<br />CONSTRUCTION
<br />#8 X 9116. S,MS, SPACED AT 8'
<br />ON CENTER BOTH SIDES
<br />
<br />FOR W,SONRY U:OE 114'. 1-~i4' -p ~N
<br />,'NCHOR OR EQUAL AT ,,4' ':'; '';ENTER
<br />FOR WOOD USE #10 xl.'''''' S,J,A,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 />NOTES:
<br />
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS 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 1.1/4' WASHERS
<br />OR SHALL BE WASHER HEADED SCREWS,
<br />HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PANS"\", THE WALL
<br />THICKNESS SHALL BE THE THICKNESS OF THE ALUMiNUM PAN OR COMPOSITE
<br />PANEL WALL THICKNESS, HEADERS SHALL BE ANCHORED TO THE HOST
<br />STRUCTURE W1TH 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 1600 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM
<br />THE HOST STRUCTURE,
<br />
<br /> - 6. , 10. 7"
<br /> #8 X 112. ALL PURPOSE SCREW
<br /> @12.0,C,
<br />w BREAKFORM FLASHING
<br />0(
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<br /> FASTENING SCREW SHOULD BE A MIN, /
<br /> I
<br /> OF l' BACK FROM THE EDGE OF FLASHING /
<br /> 3' COMPOSiTE ROOF PANEL /
<br /> SEE SPAN TABLE
<br />
<br />
<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, STANDARD 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 PUTT\" TAPED AND CAULKED EVEN THOUGH FLASHiNG 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 AVNLABLE SHOULD BE USED
<br />, 2' ,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 FLASHING
<br />6. WHEN SEPARATION BElWEEN DRIP EDGE AND PANEL FLASHING IS REQUIRED
<br />112' SEPARATION MINIMUM
<br />9, STRIP SEAlANT BElWEEN FASCIA AND HEADER PRIOR TO INSTALLATION
<br />
<br />PAN ROOF ANCHORING DETAilS
<br />SEALANT
<br />E PAN HEADER
<br />(BREAK.FORMED OR EXT,)
<br />/ i- #8 X 9-16. S,M,S, (3) PER PAN
<br />;;r- &-:::- AND (1 ) AT PAN RISER
<br />
<br />RIDGE CAP
<br />
<br />HEADERS AND PAI>lELS ON
<br />BOTH SIDES OF BEAM
<br />FOR GABLED APPLICATION
<br />
<br />
<br />+
<br />!
<br />
<br />
<br />ti
<br />
<br />.. . .". 'M.' i31'ER PAN Y
<br />AND (1) AT PAN RISER
<br />#8 X 9116. S,M,S, (3) PER PAN
<br />ALONG PAN BOTTOM
<br />
<br />~_ PAN OR COMP, ROOF PANEL
<br />
<br />AL TERNA TE CONNECTION:
<br />#8 X 1-1/4' SCREWS (3) PER PAN
<br />INTO BEAM THROUGH BOXED
<br />END OF PAN AND HEADER.
<br />ROOF PANEL TO BEAM DETAIL
<br />
<br />
<br />f-~
<br />
<br />,
<br />
<br />NOTE:
<br />WHEN FASTENING PANELS OR PANS TO
<br />WOOD PLATES SCREWS SHALL HAVE A
<br />MINIMUM EMBEDMENT OF'.
<br />
<br />FOR COMPOSITE ROOFS:
<br />#10 X (t + 112") S,M,S, WITH 1.1/4'
<br />DI...."ETER FF:NDER W,o,::HERS
<br />@ 12. O,C, (LENGTH = PANEL
<br />THICKNESS + 1') @ ROOF BEARING
<br />ELEMENT (SHOWN) AND 24' O,C, @
<br />NON-BEARING ELEMENT (SIDE WALLS)
<br />
<br />
<br />SUPPORTING BEAM
<br />(PER TABLES)
<br />
<br />ROOF PANEL (PER TABLES)
<br />SECTION 7
<br />
<br />I
<br />.I
<br />
<br />FOR PAN ROOFS:
<br />(3) EACH #8 X 112. LONG SMS,
<br />FER 1?- P...."EL
<br />
<br />ROOF PANEL TO BEAM FASTENING DETAIL
<br />
<br />(1) #8 X 112. WITH HEAD S,M,S,
<br />TOP OF EACH RISER
<br />
<br />
<br />BOX HEADER
<br />BEAD OF CAULKING ALONG TOP OF
<br />BOX HEADER
<br />
<br />#10 X 1-112. WASHER HEAD S,M,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 2-114' THUNDERBOLTS
<br />2, FASTEN THE EXISTING SUB-FASCIA
<br />TO RAFTER TAILS FIRST WITH
<br />#10 X 3. S,M,S,
<br />
<br />/~
<br />r
<br />
<br />ROOF PN>I
<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,' WITH
<br />S,M,S, THROUGH ROOF PAN AND BOX
<br />HEADER O,C, INTO HOST STRUCTURE
<br />
<br />PAN ROOF AND BOX HEADER
<br />
<br />FLASHING 0,024 OR 26 GA GALV,
<br />
<br />
<br />2.x 2"x 0,06. X BEAM DEPTH
<br />. 4' ATTACH ANGLE 'A' TO
<br />FASCIA WITH 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 A.NGLE
<br />EACH SIDE
<br />
<br />I @
<br />-@
<br />@
<br />-@
<br />
<br />,~
<br />I'
<br />i \,
<br />
<br />A = WIDTH REQUIRED FOR GUTTER
<br />B = OVERHANG DIME'<SION
<br />
<br />BEAM TO WALL CONNECTION: __ A -,;'
<br />
<br />(2) 2. X 2. X 0,060. EXTERNAL Y MOUNTED ANGLES ATTACHED TO WOOD WALL WITH MINIMUM
<br />(2) 3/8. X 2' LAG SCREWS PER SIDE OR (2) 1/4' X 2.114' CONCRETE ANCHORS TO CONCRETE OR
<br />MASONRY WALL ADO (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH lARGER THAN 3'
<br />
<br />(ALTERNATE) (1) 1-314' X 1.314' X 1.314' X 1/8. INTERNAL U-ClIP ATTACHED TO WOOD WALL WITH
<br />MIN, (3) 3i8. X 2. LAG SCREWS PER SIDE OR (3) 1/4' X 2.114' CONCRETE ANCHORS TO CONCRETE
<br />OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OR CONTILEVERED BEAM
<br />DEPTH lARGER THAN 3'
<br />
<br />o
<br />
<br />o
<br />
<br />NOTCH ANGLE OPTIONAL
<br />
<br />RECEIVING CHANNEL OVER BEAM
<br />A.'<GLE PROVIDE 0,060. SPACER
<br />AT RECEIVING CHANNEL ANCHOR
<br />POINTS, (2) #10 X 2,112" S,M,S,
<br />AT RAFTER TAILS OR 2" ON CENTER
<br />MAX. WITH 2. X 6' SUB FASCIA
<br />
<br />o 0
<br />
<br />
<br />MUST REMAIN FOR ANGLE
<br />STRENGTH
<br />
<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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