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<br />PAN ROOF ANCHORING DETAILS
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<br />EXISTING TRUSS OR RAFTER
<br />
<br />SEALANT
<br />
<br />HEADER (SEE NOTE BELO'N)
<br />
<br />#8 . 9116' S,M.S, (3) PER PNj
<br />AND (') AT RISER
<br />
<br />#10.,.112" S,M.S. (1) PER RAFTER
<br />OR TRUSS TAIL
<br />
<br />ROOF PNjEL
<br />
<br />#10.314' S,M,3, AT 12' ON CENTER
<br />
<br />#8.9116" S,M,S, (3) PER PNj
<br />AND (1) AT RISER
<br />AL TERNA TE CONN E CTION:
<br />#8.1.114" SCREWS (3) PER PAN INTO
<br />FASCIA THROUGH PNj BOXED END
<br />EXISTING FASCIA
<br />
<br />ROOF PANEL TO FASCIA DETAIL
<br />
<br />,..-~-~
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<br />HEADER (SEE NOTE BELO'N)
<br />#8.91',6' SM,S, (3) PER PNj
<br />AND (1) PER RISER
<br />FOR MASONRY USE 114" X 1.114' TAP-CON
<br />ANCHOR OR EQUAL AT 24' ON CENTER
<br />rOil. WOOD USE :10 x 1-1r.:' $,M,S,
<br />Gil. WOOD SCRE'NS AT 12" ON CENTER
<br />ROOF PNjEL
<br />
<br />#S. 91',6" S,M,S, (3) PER PNj
<br />AND (1) PER RISER
<br />EXISTING HOST STRUCTURE:
<br />WOOD FRAME. MASONRY OR OTHER
<br />CONSTRUCTION
<br />ROOF PANEL TO WALL DETAlL
<br />
<br />ROOF PANELS SHALL BE ATT ACHED TO THE HEADER W1Tri (3) EACH #S x 1/2"
<br />LONG CORROSION RESISTANT SHEET METAL SCRE'NS WITH 1/2" WASHERS,
<br />ALL SCRE'N HEADS SHAll BE CAULKED OR SHAll. HAVE NEOPRENE GASKET
<br />BEnVEEN THE WASHER AND THE PAN,
<br />PAN RIBS SHl..LL RECEIVE (1) EACH #8 .,/2" SCREW EACH, TI-iE PANS MAY BE
<br />ANCHORED THROUGH BOXED PA.'4 WITH (3) EACH #8 x ',. OF THE ABOVE SCREW
<br />TYPES AND THE ABOVE SPECIFIED RIB SCRE'N,
<br />
<br />
<br />NOTES:
<br />
<br />,--
<br />I
<br />I
<br />
<br />l' FASCIA (MINIMUM)
<br />
<br />BREAK FORMED METAL
<br />SAME THICKNESS AS PAN
<br />(MINfMUM) ANCHOR TO
<br />~ASCIA AND RIB OF PNj
<br />AS SHOWN
<br />
<br />#S x 314' SCRE'NS @ 6' O,C,
<br />
<br />#S x 1/2" SCRE'NS @ 6" O,C,
<br />
<br />~,\.r\~ --~~-
<br />
<br />"",---- HEADER (SEE NOTE 3ELO'N)
<br />" \
<br />\ \ #8.9116' S,MS, @ 8" O,C,
<br />\\ "\ ROOF PANEL
<br />, FOR MASONRY USE 1/4' x 1.114' TAPCON
<br />ANCHOR OR EQUAL @ 24' O,C,
<br />\L FOR WOOD USE #10. 1-112' S,M,S, DR
<br />WOOD SCREWS @ 12: O,C,
<br />EXISTING HOST STRUCTURE:
<br />WOOD FRA.'-AE, MASONRY OR OTHER
<br />CONSTRUCTION
<br />
<br />---1
<br />
<br />I
<br />---,
<br />I
<br />
<br />ALTERNATE ROOF PANEL TO WALL DETA1L
<br />
<br />NOTES: ROOF PANELS SHAll BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2"
<br />LONG CORROSION RESISTANT SHEET METAL SCRE'NS WlTH 112" WASHERS,
<br />All. SCRE'N HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET
<br />BETWEEN THE WASHER AND THE PAN.
<br />PAN RIBS SHAlL RECEIVE (1) EACH #S. 112" SCRE'N EACH, TI-iE PANS MAY BE
<br />ANCHORED THROUGH BOXED PAN WITH (3) EACH #S x l' OF THE ABOVE SCRE'N
<br />TYPES AND TI-iE ABOVE SPECIFIED RIB SCRE'N,
<br />
<br />COMPOSITE ROOF ANCHORING DETAILS
<br />
<br />~.._-----_.
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<br />
<br />----u. ~---
<br />--------... ,
<br />
<br />EXISTING TRUSS OR RAFTER
<br />
<br />#8.9116" 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 />SCRE'N SPACED AT 12" OC,
<br />#8 x 9116" SMS SPACED AT
<br />8" O,C, BOTH SIDES
<br />
<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 />#8 . 9,.,6' S,M S SPACED AT 8"
<br />ON CENTER BOTH SIDES
<br />
<br />/:/// ~-----
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<br />-----
<br />
<br />FOR MASGNRY USE' '4' x 1.1/4' TA.">CON
<br />ANCHOR ::lR, EQUAL Ai l4' ON CEN1 .oR
<br />FOR WOOD USE #10 x 1.112" S,MS, OR
<br />WOOD SCREWS AT 12" ON CENTER
<br />
<br />
<br />ROOF PANEL
<br />
<br />#8.9116' S,MS. 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 CAN BE OUTSIDE THE TRUSS
<br />BUTTS, SUB.FASCIA AND THOSE AREAS SHALL HAVE DOUBLE A.~CHORS,
<br />ALL SCRE....S 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 PA."S"', THE WALL
<br />THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PA.'4 OR COMPOSITE
<br />PA."EL WALL THICKNESS, HEADERS SHALL BE ANCHORED TO THE HOST
<br />STRUCTURE ....,TH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO,
<br />THE A.~CHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 MP,H, FOR
<br />SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPA." OF THE ROOF PANEL FRCM
<br />THE HOST STRUCTURE.
<br />
<br />;'"--- 6"
<br />
<br />10'
<br />
<br />#8 x 1/2" ALL PURPOSE SCREW
<br />@12"OC,
<br />
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<br />BREAKFORM FLASHING
<br />
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<br />
<br />FASTENING SCREW SHOULD BE A MIN,
<br />OF l' BACK FROM TI-iE EDGE OF FLASHiNG
<br />
<br />3' COMPOSITE ROOF PANEL
<br />SEE SPNj TABLE
<br />
<br />ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS
<br />
<br />" FtASHING 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 WIU BE PUTTY TAPED AND CAULKED EVEN THOUGH FlASHING IS TO BE INSTAlI.ED
<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" ,OJ MIl. ROlLFORM OR 8" BREAKFORM IS BEST SUITED FOR HEADER SINCE IT KEEPS
<br />THE FlAP UP OF TI-iE HEADER BACK FROM THE EDGE OF THE FlASHiNG
<br />8. WHEN SEPARATION BETWEEN DRIP EDGE AND PA.'4EL FlASHING IS REQUIRED
<br />1/2' SEPARATION MINIMUM
<br />9, STRIP SEALANT BETWEEN FASCIA AND HEADER PRIOR TO INSTALLATION
<br />
<br />PAN ROOF ANCHORING DETAILS
<br />RIDGE CAP ___.___~ __ SEAlA~T
<br />HEADERS A.'4D PA.~ELS ON ff - PAN HEADER
<br />BOTH SIDES OF BEAM ;-- (BREAK-FORMED OR EXT)
<br />FOR GABlED APPLICA nON , / . #8 x 9- 1 6" S,MS, (3) PER PNj
<br />__ -- -- ~-,... ~ AND (1)ATPAN RISER
<br />
<br />
<br />f \~
<br />
<br />
<br />L PAN OR COMP, ROOF PANEL
<br />
<br />ALTERNATE CONNECTION:
<br />#S x 1.1/4" SCRE'NS (3) PER PA.'4
<br />INTO BEAM THROUGH BOXED
<br />END OF PAN AND HEADER.
<br />ROOF PANEL TO BEAM DETAIL
<br />
<br />#S x 9116" S.M.S, (3)?ER P~
<br />AND (1)AT PNj RISER
<br />#S . 9116" S,M,S, (3) PER PAN
<br />ALONG PA.'4 BOTTOM
<br />
<br />+
<br />
<br />
<br />----J
<br />
<br />,
<br />~
<br />I
<br />
<br />NOTE:
<br />WHEN FASTENING PA.~ELS OR PANS TO
<br />WOOD PLATES SCRE'NS SHALL HAVE A
<br />MINIMUM EMBEDMENT OF l'
<br />
<br />FOR COMPOSITE ROOFS:
<br />#10 x (I + 1/2") S.M,:>" WITH 1.1/4'
<br />DIAMETER :=ENDER I;\oASHERS
<br />@ 12" O,C, (LENGTH = PA.~EL
<br />THICKNESS + 1') @ ROOF BEARING
<br />ELEMENT (SHOWN) AND 24' O,C, @
<br />NON-8EARING ELEMENT (SIDE WALLS)
<br />
<br />ROOF PANEL (PER TABLES)
<br />SECTION 7
<br />
<br />FOR PA.'4 ROOFS:
<br />(3) EACH #8 x 112" LONG S,M,$
<br />"ER 1~' ?ANEL
<br />
<br />SUPPORTING BEAM
<br />(PER TABLES)
<br />
<br />ROOF PANEL TO BEAM FASTENING DETAIL
<br />
<br />(1) #S x 112' WITI-i 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 />ROOF PA.'4
<br />
<br />#10.,.112" WASHER HEAD S,M,S,
<br />TI-iROUGH BOX HEADER 12" O,C,
<br />INTO HOST STRUCTURE
<br />NOTES:
<br />1, W1-iEN HOST STRUCTURE IS MASONRY
<br />USE 1/4" x '-114' DRIVE PINS OR
<br />1/4' x 2-1/4' THUNDERBOLTS
<br />2, FASTEN TI-iE EXISTING SUB-FASCIA
<br />TO RAFTER TAILS FIRST WlTri
<br />#10.3' S.M,S,
<br />
<br />(3) PER ROOF PAN #S x 318'
<br />wi HEAD S,M,S, OC, INTO BEAM
<br />
<br />(3) PER ROOF PAN #10 x l' WITH
<br />S,M,S. THROUGH ROOF PA.'4 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" . BEAM DEPTH
<br />+ 4' ATTACH ANGLE 'A' TO
<br />FASCIA WlTI-i 2-318' LAG
<br />SCRE'NS AT EACH ANGLE
<br />MIN, 2" x 3" x 0050" S,M,B,
<br />(4) #10 S,M,S, AT EACH A.'4GLE
<br />EACH SIDE
<br />
<br />r-I
<br />~
<br />I
<br />1
<br />I
<br />I
<br />
<br />A = WIDTH REQUIRED FOR GUTTER
<br />B = OVERHANG DiMENSION
<br />
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<br />,
<br />
<br />BEAM TO WALL CONNECTION: r-- A -/
<br />
<br />(2)2".2".0,060" EXTERNAl Y MOUNTED ANGLES ATTACHED TO WOOD WALL WITI-i MINIMUM
<br />(2) 318' x 2" Uo.G SCREWS PER SIDE OR (2) 1/4'.2.1/4' CONCRETE A.'4CHORS TO CONCRETE OR
<br />MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAI... DEPTI-i u..RGER THAN 3"
<br />
<br />(ALTERNATE) (1) 1-314" x 1.314' x 1-314" x "8'INTERNAl U-CLlP ATTACHED TO WOOD WALL WlTI-i
<br />MiN, (3) 3/8' x 2" LAG SCRE'NS PER SIDE OR (3) 1/4' .2.1/4' CONCRETE ANCHORS TO CONCRETE
<br />OR MASONRY WAlL ADD (1) ANCHOR PER SIDE FOR EACH INCH OR CONTI LEVERED BEAM
<br />DEPTH LARGER THAN 3'
<br />
<br />I
<br />
<br />I:
<br />
<br />RECEIVING CHANNEL OVER BEAM ~'
<br />ANGLE 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
<br />
<br />NOTCH ANGLE OPTIONAl
<br />
<br />o
<br />
<br />
<br />MUST REMAIN FOR ANGLE
<br />STRENGTH
<br />
<br />2" x 6" SelF MATING BEAM 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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