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<br /><""O~S<"'QU
<br />
<br />,r--- ,--.~----
<br />/
<br />
<br />PAN ROOF ANCHORING DETAILS
<br />
<br />~ /t---
<br />;::.~/
<br />
<br />~\'~/-/~.: /:"---~.==
<br />"-I I', -~
<br />CD . r ,
<br />~ ~ ..o---::r -, ,--
<br /><Ill II I. I w~ I
<br />I ~ I ~ ~
<br />.:: I / ~ I h"'i __-
<br />~'" i~,-::1-
<br />'. _ ,:::::.J-__,__
<br />==u -~-~_
<br />~~--
<br />~------
<br />
<br />EXISTING TRUSS OR RAFTER
<br />
<br />SEALANT
<br />
<br />HEADER (SEE NOTE BELOW)
<br />
<br />#8 x 9116' S,MS, (3) PER PAN
<br />AND (1 ) AT RISER
<br />
<br />#10 X 1-11'2" 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 CENTER
<br />
<br />#8 X 9116' SM,S, (3) PER PA.~
<br />AND (1) AT RISER
<br />
<br />AL TERNATE CONNECTION:
<br />#8 X 1-1/4' SCREWS (3) PER PA.~ INTO
<br />FASCIA 11-\ROUGH PAN BOXED END
<br />
<br />EXISTING FASCIA
<br />
<br />ROOF PANEL TO FASCIA DETAIL
<br />
<br />
<br />[i:ti
<br />
<br />NOTES:
<br />
<br />---
<br />
<br />'\~
<br />1\
<br />\
<br />
<br />HEADER (SEE NOTE BELOW)
<br />#8 X 9116' S,M,S, (3) PER PA.~
<br />AND (1) PER RISER
<br />FOR MASONRY USE 1/4' X 1-1/4' TAP-CON
<br />ANCHOR OR EaUAL AT 24' ON CENTER
<br />FOM.. 000 V,E #10 X 1-112' S,M,S,
<br />OR WvOO SCREY'S AT 12' ON C;::NTER
<br />ROOF PA.'1EL
<br />
<br />l' FASCIA (MINIMUM)
<br />
<br />8REAK FORMED MET AL
<br />SAME 11-\ICKNESS AS PA.'1
<br />(MINIMUM) ANCHOR TO
<br />~ASCIA AND RIB OF PAN
<br />AS SHOWN
<br />
<br />#8 X 314' SCREWS @ 6' O,C,
<br />
<br />#8 X 112" SCREWS @ 6' OC,
<br />
<br />---
<br />
<br />1
<br />-1
<br />~
<br />
<br />HEADER (SEE NOTE BELOW)
<br />#8 X 9116" S,M,S, @ S' OC,
<br />ROOF PANEL
<br />FOR MASO!\RY USE 114' X 1-1/4' T APCON
<br />ANCHOR OR EQUAL @24' O,C,
<br />FOR WOOD USE #10 X 1-112' S,M,S, OR
<br />WOOD SCREWS@ 12: O,C,
<br />EXISTING HOST STRUCTURE:
<br />WOOD FRAME, MASONRY OR OTHER
<br />CONSTRUCTION
<br />
<br />NOTES:
<br />
<br />ALTERNATE ROOF PANEL TO WALL DETAIL
<br />
<br />ROOF PANELS SHALL BE ATIACHED 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 CAUU<ED OR SHALL HAVE NEOPRENE GASKET
<br />BETWEEN THE WASHER A.'1D 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 ,. 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 />#8 X 9/16' SMS SPACED AT
<br />S' OC. BOTH SIDES
<br />ROOF PANEL
<br />#10 X 1-1/2' S,M,S, OR WOOD
<br />WOOO SCREW (1) PER RAFTER
<br />OR TRUSS T NL
<br />#10 X 314' S,M,S, OR WOOD
<br />SCREW SPACED AT 12' DC,
<br />#8 X 9116' SMS SPACED AT
<br />S' OC, BOTH SIDES
<br />EXISTING FASCIA
<br />
<br />ROOF PANEL TO FASCIA DETAIL
<br />
<br />
<br />EXISTING HOST STRUCTURE
<br />WOOD FRAME, MASONRY OR 011-\ER
<br />CONSTRUCTION
<br />#8 X 9/16' S,M,S, SPACED AT S'
<br />ON CENTER BOTH SIDES
<br />
<br />FOR ,-",ASONRY USE '/4' X '-1i\' T,4,PCON
<br />ANCHOR OR ;:QUA!. AT :4' UN 1,;(;'oITI:.'"
<br />FOR WOOD USE #10 X 1-112" S,MS, OR
<br />WOOO SCREWS AT,2" ON CENTER
<br />
<br />ROOF PANEL
<br />
<br />#8 X 9116' S,M,S, SPACED AT S'
<br />ON CENTER BCTH SIDES
<br />
<br />NOTES:
<br />
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR 11-\E SUB-FASCIA
<br />FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE 11-\E TRUSS
<br />8UTTS, SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS,
<br />ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MiNIMUM \.114' WASHERS
<br />OR SHALL BE WASHER HEADED SCREWS.
<br />HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PANS "t", THE WALL
<br />THICKNESS SHALL BE THE THICKNESS OF THE ALUMiNUM ?A."1 OR COMPOSITE
<br />PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST
<br />STRUCTURE WITH 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 SPAN OF THE ROOF PA.'1EL FROM
<br />THE HOST STRUCTURE.
<br />
<br />/-- 6' - "
<br />
<br />10'
<br />
<br />!
<br />
<br />#8 X 112' ALL PURPOSE SCREW
<br />/i @'2'OC,
<br />~i
<br />:l; \ ' - BREAKFORM FlASHING "I
<br />~ \ \
<br />"- \ I I \
<br />
<br />~>~~-~/ 11
<br />
<br />
<br />
<br />/ /
<br />FASTENING SCREW SHOULD BE A MIN, ~'
<br />OF l' BACK FROM THE EDGE OF FLASHING
<br />
<br />3' COMPOSITE ROOF PANEL
<br />SEE SPAN TABLE
<br />
<br />w
<br />cz:
<br />~
<br />f-
<br />U
<br />~
<br />cz:
<br />;n
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<br /><Il
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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. 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 PUTTY TAPED A.'1D 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' 11-\EN THE DRIP EDGE WILL HAVE TO 8E BROKEN TO CONFORM TO THIS DROP
<br />7, WHEN USING FlASHING THE SMALLEST SIZE HEADER AVAlLABLE SHOULD BE USED
<br />12' ,03 MIl. ROllFORM OR S' BREAKFORM IS BEST SUITED FOR HEADER SINCE IT KEEPS
<br />11-\E FLAP liP OF THE HEADER BACK FROM THE EDGE OF THE FlASHING
<br />8, WHEN SEPARATION BETWEEN DRIP EDGE AND PANEL FlASHING IS REQUIRED
<br />\12' SEPARATION MINIMUM
<br />9, STRIP SEALANT BETWEEN FASCIA AND HEADER PR!OR TO INSTALlATION
<br />
<br />RIDGE CAP
<br />
<br />HEADERS AND PANELS ON
<br />BOTH SIDES OF BEAM
<br />FOR GABLED APPLICATION
<br />
<br />PAN ROOF ANCHORING DETAILS
<br />r--- SEALANT
<br />, r---- PA."1 HEADER
<br />/ / (BREAK..f'ORMED OR EXT,)
<br />~ " ._ #8 X ~16' S,M.S, (3) PER PAN
<br />, -. _ AND (1)AT PAN RISER
<br />
<br />\_ PA."1 OR COMP, ROOF PANEL
<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 />
<br />- --:
<br />
<br />
<br />f?
<br />
<br />..,.", SMS. (31 PER P," '/
<br />AND (1) AT PAN RISER
<br />#8 X 9116' S,M.S, (3) PER PA.~
<br />ALONG PA.~ BOTTOM
<br />
<br />NOTE:
<br />,VHEN FASTENING PANELS OR PANS TO
<br />WOOD PLATES SCREWS SHALL HAVE A
<br />MINIMUM EMBEDMENT OF l'
<br />
<br />FOR COMPOSITE ROOFS:
<br />#10 X (1+ 112') S,M,S, WITH 1-1/4'
<br />DlAMl fER FENDER WASHERS '
<br />@ 12" O,C, (lENGTH = PANEL
<br />THICKNESS + 1'J@ROOFBEARING
<br />ELEMENT (SHOWN) AND 24' O,C, @
<br />NON-BEARING ELEMENT (SIDE WAllS)
<br />
<br />
<br />#8 X 9116' S,M,S, (3) PER PA."1
<br />AND (1) PER RISER
<br />EXISTING HOST STRUCruRE:
<br />WOOD FRAME, MASONRY OR OTHER..
<br />CONSTRUCTION
<br />ROOF PANEL TO WALL DETAIL
<br />ROOF PANELS SHALL BE ATIACHED TO THE HEADER WITH (3) EACH #8 X 112'
<br />LONG CORROSION RESISTA.'1T SHEET METAL SCREWS WITH 112" WASHERS,
<br />ALL SCREW HEADS SHALL BE CAUU<ED OR SHALL HAVE NEOPRENE GASKET
<br />BETWEEN THE WASHER AND THE PAN,
<br />PAN RI8S SHALL RECEIVE (1) EACH #8 X 112' SCREW EACH, THE PANS MAY 8E
<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 />/
<br />
<br />\
<br />
<br />\
<br />
<br />ROOF PANEL (PER TABLES)
<br />SECTION T
<br />
<br />FOR PA."1 ROOFS:
<br />(3) EACH #8 X 112' LONG S,M,S,
<br />FIOR 1~' FANEl
<br />SUPPORTING BEAI.4
<br />(PER TABLES)
<br />
<br />(1) #8 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 PA."1
<br />
<br />/ '
<br />~
<br />r
<br />
<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, 11-\ROUGH ROOF PAN AND BOX
<br />HEADER O,C, INTO HOST STRUCTURE
<br />
<br />PAN ROOF AND BOX HEADER
<br />
<br />FlASHiNG 0024 OR 26 GA. GALV,
<br />
<br />c
<br />
<br />2"x 2"x 0,06' X BEAM DEPTH
<br />.4' ATIACH ANGLE 'A' TO
<br />FASCIA WITH 2-31S' 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.'1GLE
<br />EACH SIDE
<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 2-1/4' THUNDERBOLTS
<br />2, FASTEN THE EXJSTING SUB-FASCIA
<br />TO RAFTER TAILS FIRST WITH
<br />#10 X 3' S.M,S,
<br />
<br />I @
<br />
<br />,-@
<br />
<br />I @
<br />
<br />A = WIDTH REQUIRED FOR GUTTER
<br />B = OVERHANG DiMENSION
<br />
<br />
<br />-@
<br />
<br />BEAI,l TO WALL CONNECTION: ;'-- A -/
<br />
<br />(2) 2" X 2" X 0,060' EXTERNAL Y MOUNTED ANGLES ATIACHED TO WOOD WALL WITH MINIMUM
<br />(2) 31S' X 2' LAG SCREWS PER SIDE OR (2) 1/4' X 2-1/4' CONCRETE A.'1CHORS TO CONCRETE OR
<br />MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH U>-RGER THAN 3'
<br />
<br />(ALTERNATE) (1) \-314' X 1-314' X 1-314' X 1 IS" INTERNAL U-CLlP ATIACHED TO WOOD WALL WITH
<br />MIN, (3) 318' X 2' L4.G SCREWS PER SIDE OR (3) 1/4' X 2.114' CONCRETE ANCHORS TO CONCRETE
<br />OR MASONRY WALL ADD (\) ANCHOR PER SIDE FOR EACH INCH OR CONTILEVERED BEAM
<br />DEPTH U>-RGER THAN 3'
<br />
<br />o
<br />
<br />o
<br />
<br />o 0
<br />
<br />RECEIVING CHANNEL OVER BEAM
<br />....NGLE 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 />
<br />NOTCH ANGLE OPTIONAl..
<br />
<br />MUST REMAIN FOR ANGLE
<br />STRENGTH
<br />~ 2" X 6' SELF MATING BEAIol 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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