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<br />PAN ROOF ANCHORING DETAILS
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<br />EXISTING TRUSS OR RAFTER
<br />SEALANT
<br />HEADER (SEE NOTE BELOW)
<br />1Ia. 9116' S.M.S, (3) PER PAN
<br />AND (1 ) AT RISER
<br />#10. 1.\lZ' S,M.S, (1) PER RAFTER
<br />OR TRUSS TAlL
<br />ROOF PANEL
<br />#10 x 3/4' S,M.3, AT 12' ON CENTER
<br />IIa . 9116' S,M.S, (3) PER PAN
<br />AND I') AT RISER
<br />ALTERNATE CONNECTION:
<br />1Ia. 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 />
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<br />HEADER (SEE NOTE BELOW)
<br />1Ia. 9116' S.M.S, (3) PER PAN
<br />AND (1) PER. RISER.
<br />FOR MASONRY USE 114" X 1-1/4' T AP-CON
<br />ANCHOR OR EQUAL AT 24' ON CENTER
<br />;:OR ~VOOO USE ;:10 X 1.1~' 5.MS.
<br />CR W000 SCREWS AT 12' ON CENTER
<br />ROOF PANEL
<br />
<br />1Ia. 9/',6' S.M.S, (3) PER PAN
<br />AND I') PER RISER
<br />EXISTING HOST STrlUCTURE:
<br />WOOD FRAME. MASONRY OR OTHER
<br />CONSTRUCTION
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />ROOF PANELS SHALL BE ATTACHED TO THE HEADER WlTI1 (3) EACH IIa X 1/2'
<br />LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2' WASHERS,
<br />AU. SCREW HEADS SHALL BE CAULKED DR ShALL HAVE NEOPRENE GASKET
<br />BE1WEEN THE WASHER AND THE PAN.
<br />PAN RIBS SHALL RECEIVE (1) EACH 1Ia. 112" SCREW EACH. THE PANS MAY BE
<br />ANCHORED THROUGH BOXED PAN WITH (3) EACH IIa X ',' OF THE ABOVE SCREW
<br />TYPES AND Tn!:: ABOVE SPECIFIED RIB SCREW.
<br />
<br />NOTES:
<br />
<br />l' FASCIA (MINiMUM)
<br />BREAK FORMED METAL
<br />SAME THICKNESS AS PAN
<br />(MINIMUM) ANCHOR TO
<br />.ASCIA AND RIB OF PAN
<br />AS SHOWN
<br />IIa X 314' SCREWS @ 6' O.C.
<br />
<br />IIa X 1/2' SCREWS@6' O.C.
<br />
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<br />HEADER (SEE NOTE BELOW)
<br />1Ia. 9/16' S,MS, @ 8' O.C.
<br />ROOF PANEL
<br />FOR MASONRY USE 114" X '.114" TAPCON
<br />ANCHOR OR EaUAL @ 24' D.C.
<br />FOR WOOD USE #10.1.1/2' S.M.S, OR
<br />WOOD SCREWS @ 12: O.C.
<br />EXISTING HOST STRUCTURE:
<br />WOOD FAA"AE, MASONRY OR OTHER
<br />CONSTRUCTION
<br />
<br />ALTERNATE ROOF PANEL TO WALL DETAIL
<br />
<br />NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER \'I1TH (3) EACH IIa X 1/2'
<br />LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 112" 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 11) EACH IIa X 112" SCREW EACH. THE PANS MAY BE
<br />ANCHORED THROUGH BOXED PAN WITH (3) EACH IIa X l' OF THE ABOVE SCREW
<br />TYPES AND THE ABOVE SPECIFIED RIB SCREW,
<br />
<br />COMPOSITE ROOF ANCHORING DETAILS
<br />
<br />
<br />EXISTING TRUSS OR. RAFTER
<br />
<br />1Ia. 9116' SMS SPACED AT
<br />8' O.C, BOTH SIDES
<br />ROOF PANEL
<br />#10 X 1.1/2' S.M.S, OR. WOOO
<br />WOOD SCREW (1) PER RAFTER
<br />OR TRUSS TAIL
<br />#10 X 314' S.MS. OR WOOD
<br />SCREW SPACED AT 12' O.C,
<br />IIa x 9/16' SMS SPACED AT
<br />8' OC. BOTH SIDES
<br />--_______ EXISTING FASCIA
<br />
<br />ROOF PANEL TO FASCIA DETAIL
<br />
<br />/-----
<br />/
<br />/
<br />
<br />EXISTING HOST STRUCTURE
<br />WOOD FRAME, MASONRY OR OTHER
<br />CONSTRUCTION
<br />
<br />IIa x 9/',6' SM S. SPACED AT 8'
<br />ON CENTER BOTH SIDES
<br />
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<br />;:OR WSONRY USE' '4' x 1.114' TAo"CON
<br />ANCHOR OR EaUAL Ai <4' ON CEN1 ffi
<br />FOR WOOD USE #,0 x 1.\/2' S.MS, OR
<br />WOOD SCREWS AT 12' ON CENTER
<br />
<br />ROOF PANEL
<br />
<br />IIa x 9116' S.M.s. SPACED AT 8'
<br />ON CENTER BOTH SIDES
<br />
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />NOTES:
<br />
<br />WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR. THE SUB-FASCIA
<br />FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAo>j BE OUTSIDE THE TRUSS
<br />BUTTS. SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLE Ao,"CHORS,
<br />ALL SCREV'iS INTO THE HOST STRUCTURE SHAlL HAVE MiNiMUM ,.114' WASHERS
<br />OR SHAlL BE WASHER HEADED SCREWS.
<br />HEADER INSiDE DIMENSION SK.ALL. BE EQUAL TO PANEL OR PANS "t", THE WALL
<br />THICKNESS SK.ALL BE THE THICKNESS OF THE ALUMINUM PAoN OR COMPOSITE
<br />PANEL WALL THICKNESS. HEADERS SHAlL BE ANCHORED TO THE HOST
<br />STRUCTURE WlTH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO,
<br />niE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM '20 M.P,H. FOR
<br />SBC SECTION, 606 FOR A MAXiMUM POSSIBLE SPAN OF THE ROOF PANEL FROM
<br />THE HOST STRUCTURE,
<br />
<br />~6'
<br />
<br />,0'
<br />
<br />IIa x 1/2. ALL PURPOSE SCREW
<br />@12'0.C.
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<br />BREAKFORM FlASHING
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<br />FASTENING SCREW SHOULD BE A MIN. -=-i;;
<br />OF l' BACK FROM THE EDGE OF FL4.SHING
<br />
<br />3' COMPOSITE ROOF PAo,"EL __ ___
<br />SEE SPAN TABLE
<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 Ie' .019 MIL COIL
<br />3. FIRST ROW OF NAILS WILL HAVE TO BE REMOVED TO INSTALL FlASHING PROPERlY
<br />4. FlASHING WlLL BE INSTALLED UNDER THE FELT PAPER WHEN POSSIBLE
<br />5, HEADER Will. BE PUTTY TAPED AND CAULKED EVl:N THOUGH FlASHING IS TO BE INSTALLED
<br />6, IF THE DRO? FROM THE EDGE OF THE SHINGLE DOWN TO TI~E TO? OF THE HEADER IS MORE
<br />THAN ,. niEN 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 />niE FUIP LIP OF THE HEADER BACK FROM THE EDGE OF THE FlASHING
<br />8. WHEN SEPARATION BETWEEN DRI? EDGE AND PANEL FL4.SHING is REQUIRED
<br />1/2' SEPARATION MINIMUM
<br />9. STRIP SEAlANT BETWEEN FASCIA AND HEADER PRIOR TO INST ALIA TION
<br />
<br />PAN ROOF ANCHORING DETAILS
<br />RIDGECAP _____~ ___ SEAlANT
<br />HEADERS AND PAo,"ElS ON Ii -- PAN HEADER
<br />BOlli SIDES OF BEAM (BREAK-fORMED OR EXT )
<br />FOR GABLED APPLICATION . ( j-- #8 x 9-16' S.MS, (3) PER PAN
<br />_~- --.,..,...~ AND (1lAT PAN RISER
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<br />
<br />IIa x 9/16' S.M.S_ (3) ?ER PV
<br />AND (1) AT PAN RISER
<br />IIa x 9116' S.M.S. (3) PER PAo'I
<br />ALONG PAN BOTTOM
<br />
<br />~ PAN OR COMP, ROOF PANEL
<br />AL TERNA TE CONNECTION:
<br />#8 x 1.114" SCREWS (3) PER PAoN
<br />INTO BEAM THROUGH BOXED
<br />END OF PAN AND HEADER
<br />ROOF PANEL TO BEAM DETAIL
<br />
<br />'---
<br />
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<br />
<br />NOTE:
<br />WHEN FASTENING PAoNELS OR PANS TO
<br />WOOD PL4.TES SCREWS SHAlL HAVE A
<br />MiNIMUM EMBEDMENT OF ,.
<br />
<br />FOR COMPOSITE ROOFS:
<br />#10. (1+ \12') S,M.~.. WlTH 1.114'
<br />DIAMETER :=ENDER V'ASHERS
<br />~ 12. D.C. (LENGlli = PANEL
<br />fHlCKNESS + 1') @ ROOF BEARING
<br />ELEMENT (SHOWN) AND 24' OC. @
<br />NON-8EARING ELEMENT (SIDE WALLS)
<br />
<br />----'
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<br />
<br />ROOF PANEL (PER TABLES)
<br />SECTION 7
<br />
<br />FOR PAN ROOFS:
<br />(3) EP.CH 1Ia. 1/2. LONG S.M.S
<br />"'EH 1:' PANEL
<br />
<br />SUPPORTING BEAM
<br />(PER TABLES)
<br />
<br />(1) IIa x 1/2' WITH HEAD S.M.S,
<br />TOP OF EACH RISER
<br />
<br />ROOF PANEL TO BEAM FASTENING DETAIL
<br />
<br />
<br />ROOF PAoN
<br />
<br />
<br />
<br />(3) PER ROOF PAN IIa x 3/8' // I
<br />wi HEAD S 1.1 S, 0 C INTO BEAM
<br />
<br />
<br />(3) PER ROOF PAN#10x"WlTH ~ 'v
<br />S M S_ THROUGH ROOF PAN AND BOX '
<br />HEADER 0 C INTO HOST STRUCTURE
<br />
<br />PAN ROOF AND BOX HEADER
<br />
<br />FlASHING 0024 OR 26 GA. GALV,
<br />
<br />2"x 2"x 0,06" x BEAM DEPTH
<br />+ 4' ATTACH ANGLE "I>:" TO
<br />FASCIA WITH 2-3/8' L4.G
<br />SCREWS AT EACH ANGLE
<br />MIN. 2' . 3' x 0,050' S,M.B.
<br />(4) 1110 S,M.S. AT EACH Ao'lGlE
<br />EACH SIDE
<br />
<br />t-I
<br />t
<br />:
<br />
<br />BOX HEADER
<br />BEAD OF CAULKING ALONG TOP OF
<br />BOX HEADER
<br />
<br />#,0.1.',/2' WASHER HEAD S,M.S,
<br />THROUGH BOX HEADER 12' D.C.
<br />INTO HOST STRUCTURE
<br />
<br />NOTES:
<br />1 WHEN HOST STRUCTURE IS MASONRY
<br />USE 1/4' x ~.114' 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 />#'0 x 3. S,M,S,
<br />
<br />I : U
<br />I-@ I
<br />
<br />, @
<br />
<br />A = WIDTH REQUIRED FOR GUTTER
<br />B : OVERHANG DIMENSION
<br />
<br />BEAM TO WALL CONNECTION: 7<'-- A -/
<br />
<br />(2) 2" x 2" x 0.060" EXTERNALY MOUNTED ANGLES ATTACHEO TO WOOO WALL WlTH MINIMUM
<br />(2) 318' . 2" L4.G SCREWS PER SIDE OR (2) 114".2.1/4' CONCRETE ANCHORS TO CONCRETE OR
<br />MASONRY WALl ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH lARGER THAN 3'
<br />
<br />(ALTERNATE) (1) 1-3/4' x 1.3/4' x 1-314" x 118' INTERNAL U-CUP ATTACHED TO WOOD WALL WlTH
<br />MIN. (3) 318' . 2" LAG SCREWS PER SIDE OR. (3) 114".2.1/4' CONCRETE ANCHORS TO CONCRETE
<br />OR MASONRY WALL ADO (1) ANCHOR PER SIDE FOR EACH INCH OR CONTIlEVERED BEAM
<br />DEPTH lARGER THAN 3'
<br />
<br />~:
<br />RECEIVING CHANNEL OVER BEAM .
<br />ANGLE PROVIDE 0.060' SPACER
<br />AT RECENlNG CHANNEL ANCHOR
<br />POINTS. (2) #10.2.112" S.M.S, 0
<br />AT RAFTER TAILS OR 2" ON CENTER
<br />MAX. WITH 2" x 6' SUB FASCIA
<br />
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<br />
<br />NOTCH ANGLE OPTIONAL
<br />
<br />MUST REMAIN FOR ANGLE
<br />STRENGTH
<br />
<br />2" x 6' SELF MATING BEAI.A WlTH
<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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