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<br />PAN ROOF ANCHORING DETAILS
<br />
<br />
<br />EXlSTING TRUSS OR R.AFTER
<br />SEALANT
<br />HEADER (SEE NOTE BELOW)
<br />IIa ~ 9116" S,M,S, (3) PER PAN
<br />AND (1) AT RISER
<br />#10 x 1-112' S.M.S, (1) PER RAFTER
<br />OR TRUSS TAIL
<br />ROOF PANEL
<br />#10 x 314' S,M,S, AT 12' ON CENTER
<br />IIa ~ 9116' S.M,S, (3) PER PAN
<br />AND (1)ATRlSER
<br />ALTERNATE CONNECTION:
<br />IIa x 1-114' SCREWS (3) PER PAN INTO
<br />FASCIA THROUGH PAN BOXED END
<br />EXISTiNG FASCV\
<br />
<br />ROOF PANEL TO FASCIA DETAIL
<br />
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<br />
<br />HEADER (SEE NOTE BELOW)
<br />IIa x 9116" S,M,S, (3) PER PAN
<br />AND (1) PER RISER
<br />FOR MASONRY USE 114' X '-1/4' TAP-CON
<br />ANCHOR OR EQUAL AT 24' ON CENTER
<br />F<..., ".'~':' ~,,=- #1~ ~ 1.112' S,M,S,
<br />')R \,"000 SCi'SWS -\T 12' ON CENTER
<br />
<br />ROOf PANEL
<br />
<br />#a l( 9116' S,M,S. (3) PER PAN
<br />AND (1) PER RISER
<br />EXISTING HOST STRUCTlJRE:
<br />WOOD FRAME, MASONRY OR OTHER
<br />CONSTRUCTION
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />ROOf PANELS SHALL BE ATIACHED TO THE HEADER WITH (3) EACH #a X 1/2'
<br />LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2' WASHERS.
<br />AU SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET
<br />BEl'V-IEEN THE WASHER AND THE PAN.
<br />PAN RIBS SHALL RECENE (1) EACH #8 x 112' SCREW EACH. THE PANS MAY BE
<br />ANCHORED THROUGH BOXED PAN WITH (3) EACH #a x l' OF THE ABOVE SCREW
<br />TYPES ',ND THE ABOVE SPECIFIED RiB SCREW,
<br />
<br />NOTES:
<br />
<br />l' FASClA (MINiMUM)
<br />
<br />BREAK FORMED METAL
<br />SAME THICKNESS AS PAN
<br />(MINIMUM) ANCHOR TO
<br />~ASCV\AND RIB OF PAN
<br />AS SHOWN
<br />
<br />#8 X 314' SCREWS @ 6' 0,0,
<br />
<br />~
<br />,
<br />
<br />#a x 112" SCREWS @ 6' 0,0.
<br />
<br />~~\\,\\,,\~;---------~- J
<br />
<br />
<br />\ , "-\ HEADER (SEE NOTE BELOW)
<br />
<br />\ \\,' #8 X 9116' S,M.S. @ B' O,C,
<br />ROOF PANEL
<br />\ ' FOR MASONRY USE 114' X '.1/4' TAPCON
<br />\ ANCHOR OR EQUAL @ 24' OC,
<br />\ FOR WOOD USE #10 x 1-112' S,M,S, OR
<br />\ WOOD SCREWS @ 12: O,C,
<br />
<br />, EXISTING HOST STRUCTlJRE:
<br />WOOO FRAME, MASONRY OR OTHER
<br />CONSTRUCTION
<br />
<br />ALTERNATE ROOF PANEL TO WALL DETAIL
<br />
<br />NOTES: 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 CAULXED OR SHALL HAVE NEOPRENE GASKET
<br />BElWEEN THE WASHER AND THE PAN.
<br />PAN RIBS SHALL RECENE (1) EACH #8 X 112" SCREW EACH. 11-IE PANS MAY BE
<br />ANCHORED THROUGH BOXED PAN Wl11-I (3) EACH #8 X l' OF THE ABOVE SCREW
<br />TYPES AND THE ABOVE SPECIFIED RIB SCREW,
<br />
<br />COMPOSITE ROOF ANCHORING DETAILS
<br />
<br />
<br />EXlSTiNG TRUSS OR RAFTER
<br />
<br />~
<br />
<br />#8 x 9116' SMS SPACED AT
<br />8' O,C, BOTH SIDES
<br />ROOF PANel
<br />#10 l( '.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" O,C.
<br />#8 X 9,",6' SMS SPACED AT
<br />8' O,C. B011-l SIDES
<br />EXJSTiNG FASCV\
<br />
<br />ROOF PANEL TO FASCIA DETA1L
<br />
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<br />"------
<br />
<br />EXISTING HOST STRUCTURE
<br />WOOD FRAME, MASONRY OR OTHER
<br />CONSTRUCTION
<br />IIa X 9116' S.M,S, SPACED AT B'
<br />ON CENTER BOTH SIDES
<br />
<br />" -..-
<br />
<br />FOR MASONRY IJS':; 114' X '-114" T,\?CON
<br />P.NCHOR OR EQUAL .\T 24' Q(' CENTER
<br />FOR WOOD USE #10 X 1,1/2" SM.S, OR
<br />WOOD SCRE'NS AT 12" ON CEN",E~
<br />
<br />ROOF PANEL
<br />
<br />#8 X 9116' S.M,S, SPACED AT B'
<br />ON CENTER BOTH SIDES
<br />
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />NOTES:
<br />
<br />WOOD STRUCTlJRES SHOULD CONNECT TO TRUSS BUTIS OR THE SUB-F ASClA
<br />FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CA.'I BE OUTSIDE THE TRUSS
<br />BUTTS, SUB-F ASClA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS.
<br />ALL SCRE\"'S :NTO TriE HOST STRUCTlJRE SHALL HAVE MiNIMIJM 1.114' WASHERS
<br />OR SHALL BE WASHER HEADED SCREWS.
<br />HEADER iNSIDE DiMENSION SHALL BE EQUAL TO PANEL OR PA....S "1", THE WALL
<br />THICKNESS SI-'.AlL BE THE THICKNESS OF THE ALIJMINUM PAN OR COMPOSITE
<br />PANEL WALL THICKNESS. HEADERS SHALL SE ANCHORED TO THE HOST
<br />STRUCTURE WITH ANCHORS APPROPRv\TE FOR THE MATERIAl. CONNECTED TO,
<br />THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 12lJ M.P,H, FOR
<br />sac SECTION 1606 FOR A MAXiMUM POSSIBLE SPAN OF THE ROOF PANEL FROM
<br />11-IE HOST STRUCTURE.
<br />
<br />f-- . 6'
<br />
<br />/ 1~
<br />
<br />#8" 1'2" ALL PURPOSE SCREW
<br />@ 12' O,C,
<br />
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<br />BREAKFORM FLASHING ......"
<br />
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<br />
<br />FASTENiNG SCREW SHOULD BE A MIN,
<br />OF ~' BACK FROM THE EDGE OF fLb,SHING
<br />
<br />3' COMPOSITE ROOF PANEL
<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 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 INSTAlLED
<br />6. IF THE DROP FROM THE EDGE OF THE SHINGLE DOWN TO THE TOP OF THE HEADER IS MORE
<br />THAN 1" THEN THE DRIP EDGE WILL HAVE TO BE BROKEN TO CONFORM TO 11-IIS DROP
<br />7, WHEN USING FLASHING THE SMALLEST SIZE HEADER AVAJtA8LE SHOULD BE USED
<br />12'03 MIL. ROLLFORM OR B' BREAKFORM IS BEST SUITED FOR HEADER SINCE IT KEEPS
<br />THE FUJ> LIP OF THE HEADER BACK FROM THE EDGE OF THE FLASHING
<br />8. WHEN SEPARATION BElWEEN DRJP EDGE AND PANEL FlASHING IS REQUIRED
<br />1/2' SEPARATION MINIMUM
<br />9, STRIP SEAlANT BEiWEEN FASClA AND HEADER PRIOR TO INSTALLATION
<br />
<br />PAN ROOF ANCHORING DETAILS
<br />RIDGE eN> SEALANT
<br />HEADERSAND~ANELS ON .d= PAN HEADER
<br />BOTH SIDES OF BEAM (BREAJ<-<'ORMED OR EXT.)
<br />FOR GABLED APPLICATION I ;- #8 X 9-16" S ,1,4 S, (3) PER PAN
<br />fl-- ~ ANO(',AT?N<roSER
<br />
<br />
<br />
<br />#8 X 9/16' S.M.S, (3) PER. PV
<br />AND (I) AT PAN RISER
<br />#8 X 9/W S.M,S. (3) PER PA.'1
<br />ALONG PA.'1 BOTTOM
<br />
<br />
<br />~ PAN OR CO"'P, ROOF PANEL
<br />AL TER."lA TE CONNECTION:
<br />#8 X 1-114' SCREWS (3) PER PAN
<br />iNTO BEAM THROUGH BOXED
<br />END OF PAN ANO HEADER
<br />ROOF PANEL TO BEAM DETAIL
<br />
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<br />
<br />
<br />ROOF PA.'1EL (PER TABLES)
<br />SECTION 7
<br />
<br />NOTE:
<br />WHEN FASTENING PA.'1ELS OR PANS TO
<br />WOOD f'V,TES SCREWS SHAlL HAVE A
<br />MINiMUM EMBEDMENT OF I"
<br />
<br />!
<br />FOR COMPOSITE ROOFS: . I FOR PAN ROOFS:
<br />#~O X (t + 112") S.M,S, WITH 1.114' u- (3) EACH #8 x 112" LONG S,M,S.
<br />P:AMETER FENDER WASHERS PER 12' Po\NEL
<br />@ 12" O,C, (lENG11-i = PANEL
<br />~ICKNESS + I') @ ROOF BEARING . SUPPORTING BEAM
<br />elEMENT (SHOWN) AND 24' O,C. @ (PER TABLES)
<br />NON-BEARING ELEMENT (SIDE WALLS)
<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 CAUU<JNG 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 STRUCTlJRE
<br />
<br />NOTES:
<br />1, WHEN HOST STRUCTlJRE IS MASONRY
<br />USE 114" x 1.'14' DRIVE PINS OR
<br />1/4' x 2.114' THUNDERBOLTS
<br />2. FASTEN THE EXISllNG SUB-FASClA
<br />TO RAFTER TAILS FIRST WITH
<br />#10 x 3' S.M,S.
<br />
<br />ROOF PAN
<br />
<br />(3) PER ROOF PAN #a x 318'
<br />wi HEAD S,M.S, O,C. INTO BEAM
<br />
<br />(3) PER ROOf PA.1\j #10 l( ,. WITH
<br />S.M.S, THROUGH ROOF PA.1\j AND BOX
<br />HEADER O,C. INTO HOST STRUCTlJRE
<br />
<br />PAN ROOF AND BOX HEADER
<br />
<br />FLASHING 0,024 OR 26 GA. GAJ..V,
<br />
<br />
<br />
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<br />
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<br />
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<br />
<br />2"x 2"x 0,06" x BEAM DEPTH
<br />+ 4' ATIACH ANGLE 'A' TO
<br />F ASCV\ WI11-I 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'IGLE
<br />EACH SIDE
<br />
<br />r
<br />
<br />A . WIDTH REQUIRED FOR GUTTER
<br />B . OVERHANG DIMENSION
<br />
<br />i I
<br />BEAM TO WALL CONNECTION: 1f- A -if
<br />
<br />(2) 2" x 2" x 0.060' EXTERNAL Y MOUNTED ANGLES ATI ACl1ED TO WOOD WALL WITH MINIMUM
<br />(2) 318' x 2" LAG SCREWS PER SIDE OR (2) 114' X 2.1/4' CONCRETE ANCHORS TO CONCRETE OR
<br />MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER l1-lAN 3'
<br />
<br />(ALTERNATE) (1)1-3I4' x 1-314' X 1.314' x 1 IS' INTERNAL U-CLl? ATIACHED TO WOOO WALL Wl11-I
<br />MIN. (3) 3IB' x 2" LAG SCREWS PER SIDE OR (3) '14' x 2.114' CONCRETE ANCHORS TO CONCRETE
<br />OR MASONRY WALL ADO (I) ANCHOR PER SlOE FOR EACH INCH OR CONTI LEVERED BEA.'-l
<br />DEPTH LARGER THAN 3'
<br />
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<br />
<br />NOTCH ANGLE OPTIONAl
<br />
<br />o 0
<br />
<br />RECENlNG CHANNEL OVER BEAM
<br />AI\jGlE PROVIDE 0,060' SPACER
<br />AT RECENlNG CHANNEL ANCHOR
<br />POINTS, (2) #10 x 2.112" S.M.S,
<br />AT RAFTER 'T AJlS OR 2" ON CENTER
<br />MAX. WITH 2" X 6" SUB FASClA
<br />
<br />
<br />MUST REMAIN FOR ANGLE
<br />STRENGTH
<br />2" X 6" SELF MATING BEAM Wl11-I
<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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<br />o 1999
<br />SEAL
<br />SHEET
<br />
<br />7A
<br />
<br />OF
<br />
<br />7
<br />
<br />.,.L,:<t\<,.
<br />
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