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<br />PAN ROOF ANCHORING DETAILS
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<br />EXISTING TRUSS OR RAFTER
<br />S€AJ.ANT
<br />HEADER (SEE NOTE BELOW)
<br />II-S x 9I1e" SM S, (3) PER PAN
<br />ANa (1) AT RISER
<br />"0 x 1.1/2' S,M,S, (11 PER RAFTER
<br />OR TRUSS TAlL
<br />ROOF PANEL
<br />.,0 x 3/4' S,M,S, AT 12'" ON CENTER
<br />II-S x 9116" S,MS, (J) PER PAN
<br />AND (l) AT RJSER
<br />AL TEANATE CONNECTION:
<br />II-S x '.114' 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 />II-S x 911 e" SM,S, (3) PER PAN
<br />AND (1) P<.:.R RISER
<br />FOR MASO",RY USE 114' x '.1/4' TAP-CON
<br />ANCHOR OR EaUAL AT 24' ON CENTER
<br />FOf /'000 USE '10 x '.1/2' S,M S,
<br />OR ,"'000 SCRE'....S AT' 2'" ON CENTER
<br />ROOF PANEL
<br />
<br />II-S x 9116" S,M,S, (3) PER PAN
<br />A.NO (11 PER RISER
<br />EXISTING HOST STRUCruRE;
<br />wOOD FRAME, MASONRY OR OTHER
<br />CONSTRUCTION
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />NOTES: ROOF P""...ELS SI-'.All. BE ATTACHED TO THE HEADER WlTH (J) EACH II-S x '/2'
<br />LONG CORROSION RESIST"""'" SHE=r METAL SCREWS WITH 112'" WASHERS.
<br />All SCREW HEADS SHALl.. BE CAUU<ED OR SHALL HAVE ,...EOPRENE GASKET
<br />BET'N'EEN T1-iE WASHE1~ ""...D THE PAN,
<br />PAN RiBS SKAlL RECEIVE (1) EACH II-S x 112'" SCFL"'N EACH, THE PANS ,'My BE
<br />""...CHOREo TNROUGH BOXED PAN WIT:'; (3) EACH II-S x l' OF THE ABOVE SCREW
<br />TYPES ""...0 TNE ABOVE SPECIFIED RIB SCREW
<br />
<br />
<br />-~
<br />P""'<~
<br />'// 0>
<br />//\\~ -
<br />\ \
<br />\=
<br />
<br />l' FASCiA (MINIMUM)
<br />
<br />BREAK FORMED METAL
<br />SAME THICK:'iESS AS PAN
<br />(MINIMUM) ""....CHOR TO
<br />FASCiA AND RIB OF P""N
<br />AS SHOWN
<br />
<br />II-S x 314" SCREWS @ 6' O,C.
<br />
<br />----
<br />
<br />I II-S x 112'" SCREWS @ 6' O,C,
<br />i
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<br />----,
<br />
<br />HEADER (SEE NOTE 3ElOW)
<br />II-S x 9/16" S,M,S. @ 6' O,C,
<br />ROOF PANEL
<br />FOR MASONRY USE 1/4' x '.114' TAPCON
<br />ANCHOR OR EaUAL @24'O,C,
<br />FOR WOOD USE ~10 x 1.1/2' S,M,S, OR
<br />WOOO SCREWS@ 12: O,C,
<br />EXISTING HOST STRUCT1.JRE:
<br />WOOO FRAME, MASONRY OR OTHER
<br />CONSTRUCTION
<br />ALTERNATE ROOF PANEL TO WALL DETAIL
<br />
<br />ROOF P""...ELS SHALL BE ATTACHED TO THE HEADER WlTH (3) EACH II-S x 1/2'
<br />LONG CORROSION RESISTANT SMEET METAL SCREWS WITH ,12'" WASHERS,
<br />AU. SCREW HEADS SHAll BE CAUU<ED OR SHALL HAVE NEOPRENE GASKET
<br />BE"TWEEN THE WASHER AND THE PAN,
<br />PAN RIBS SKAlL RECEIVE (1) EACH II-S x '12'" SCREW EACH THE PANS MAY BE
<br />ANCHORED THROUGH BOXED PAN WITH (3) EACH II-S x l' OF THE A.30VE SCREW
<br />TY?ES ""...0 THE ABOVE SPECIFIED RiB SCREW
<br />
<br />NOTES:
<br />
<br />COMPOSITE ROOF ANCHORING DETAILS
<br />
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<br />EXISTING TRUSS OR RAFTER
<br />
<br />II-S x 9Ile' SMS SPACED AT
<br />6' 0 C, BOTH SIDES
<br />ROOF PANEL
<br />~'O x '.1/2' SMS OR WOOD
<br />WOOD SCREW (') PER RAFTER
<br />OR TRUSS TAIL
<br />#10 X 314' S M,S, OR WOOO
<br />SCREW SPACED AT 12'OC,
<br />:;a x 9116" S""'S SPACED AT
<br />6' 0 C, BOTH SIDES
<br />EXISTiNG FASCiA
<br />
<br />ROOF PANEL TO FASCIA DETAIL
<br />
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<br />
<br />EXISTiNG HOST STRUCruRE
<br />WOOD F,~.AME,\AASONRY OR OTNER
<br />CONSTRUCTION
<br />
<br />:;a x 9116" S,MS SPACED AT o'
<br />ON CENTER 30111 SIDES
<br />
<br />FCi'; MASO~IRY USE '/4' x ' '/4' Tp~O~'
<br />""....CdOR OR "QUAL AT 2" 0" CE,...TER
<br />FOR WOOD USE ',0 x '.1/2" S,M,S, OR
<br />WOOD SCREWS AT '2' ON CE,...E,~
<br />
<br />ROOF P""...EL
<br />
<br />II-S x 91,6" S,M,S, SPACED AT 6"
<br />ON CENTER 30TH SIDES
<br />
<br />NOTES:
<br />
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />WOOD STRUCTURES Sl-'OULo CONNECT TO TRUSS 3UTTS OR T'riE SUa-FASC:A
<br />FRAMING WHERE POSSiBLE ONLY 15% OF SCREWS CAN 3E OUTSIDE TNE TRUSS
<br />BUTTS, SUa-FASCIA ANO ,riOSE AREAS SKAlL HAVE DOUBLE A""CnCRS,
<br />ALL SCREWS INTO 111E HOST STRUCruRE SHAlL HAVE MINil~uM '.1:4' WASHERS
<br />OR SKAlL BE WASHER HEADED SCFL"WS,
<br />HEADER INSIDE DIMENSION SHALl.. BE EQUAL TO ?""...EL OR P""....S '1", T1-iE WALL
<br />THICI<.'-iESS SHAlL 6E THE TNICI<.'<ESS OF THE AlUMINUM P""N OR COMPOSiTE
<br />P"""'EL WALL TNICKNESS, HEADERS SHAlL BE ""....CHORED TO THE HOST
<br />STRUCruRE WITH ANCHORS APP'<OPRiA TE "OR 111E MATERiAl. CONNECTED TO.
<br />T'riE ANCHORS DETAIL:D ABOVE ARE BASED ON A LOAD FROM 120 M,P,H. FOR
<br />SBC SECTION 1506 FOR A MAXiM!";M POSSIBLE SPA.... OF THE ROOF PN.El FROM
<br />TriE HOST STRUCruRE.
<br />
<br />.-------- 6"
<br />
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<br />
<br />10" -
<br />
<br />:;a x 1'20 AlL P'..;RPCSE SCREW
<br />@ 12"O,C,
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<br />BREAKFORM FLASHING
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<br />)' COMPOSITE ROOF PANEL
<br />SEE SPAN TABLE
<br />
<br />FASTENING SCREW SHOULD 3E AMIN,
<br />OF I' BACK FROM T1-iE EDGE OF FLASHING
<br />
<br />ALTERNATE DETAIL FOR FLA.SHING ON SHINGLE ROOFS
<br />
<br />PAN ROOF ANCHORING DETAILS
<br />RIDGE CAP SEALA."H
<br />HEADERS ""...0 PANELS ON
<br />~~tto~~nON ~ ~ - r,~~'e'%,OO"EXT)
<br />~ _ II-S x !>ole' S,M S, (3) PER PAN
<br />__ ;r- _ AND(1lATP""NRISER
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<br />". .,,- 5.".5. ''I 'E" ''" . /
<br />AND ('l AT PAN RISER
<br />
<br />:.<8 x 9116' S,M,S, (3) PER PAN
<br />ALONG P""N BOTTOM
<br />
<br />
<br />L' P""N OR COMP ROOF PANEL
<br />AL TERNA TE CONNECTION:
<br />#8 x '-1/4' SCREWS (3) PER P""~
<br />INTO BEAM THROUGH BOXED
<br />E,"'D 0" P""... AND HEADER.
<br />ROOF PANEL TO BEAM DETAIL
<br />
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<br />
<br />
<br />SUPPORTING BEAM
<br />(PER T A3LES)
<br />
<br />-.2-
<br />
<br />NOT,,;
<br />WHEN FASTENING P"""'ELS OR PANS TO
<br />WOOO PLATES SC;<EWS SHALL HAVE A
<br />MINIMUM EMBEDMENT OF l'
<br />
<br />ROOF P""~EL (PER TABLES)
<br />SECTION 7
<br />
<br />FOR COMPOSITE ROOFS:
<br />#100 (1.112'") S,M,S, WlTH 1.1/4'
<br />DiAMETER FEN1..'ER WAShERS
<br />@ 12" O,C, (lENGT',.,: P"""'EL
<br />THICKNESS. ") @ ROOF SEARING
<br />ELEME,"'" (SHOWN) ""...0 24' OC, @
<br />NON~EARING ELE....E....,. (SlOE WAllS)
<br />
<br />FOR P""~ ROOFS:
<br />(3) EACH:P3 x 112" LONG SM,S,
<br />PER' 2' PAJ'.'El
<br />
<br />-
<br />ROOF PAJ'IEL TO BEAM FASTENING DETAIL
<br />
<br />
<br />(1) II-S x '12'" WlTH HEAD S,MS,
<br />TOP OF EACH RISE,q
<br />
<br />BOX HEADER
<br />BEAD OF CAULKING AlONG TOP OF
<br />30X HEADER
<br />
<br />ROOF P""'1
<br />
<br />#10 x '-112" WASHER HEAD S,M,S,
<br />TriROUGH 30X HEADE,~ 12'" o,c.
<br />INTO HOST STRUCTURE
<br />
<br />NOTES:
<br />" VVHEN HOST STRUCT1.JRE IS MASONRY
<br />USE 1/4' x '.1/4' DRIVE PINS OR
<br />114' x 2.114' THUNDERBOLTS
<br />2. FASTEN TNE EXiSTING SUa-FASCiA
<br />TO RArIER TA.ILS FIRST WlTri
<br />.' 0 x 3' S,MS,
<br />
<br />PAN ROOF AND BOX HEADER
<br />
<br />F'...ASHING 0,024 OR 25 GA GAl.V,
<br />
<br />
<br />i
<br />
<br />t
<br />
<br />2"x 2"x 0,06" x BEA.1,4 DEPTH
<br />.4' ATTACH ANGLE 'A' TO
<br />FASCiA WITH 2.3/8" LAG
<br />SCREWS AT EACH ANGLE
<br />MIN, 2" x 3' x 0,050' S,M,3,
<br />(4) #10 S,M.S, AT EACH ANGLE
<br />EACH SIDE
<br />
<br />I
<br />
<br />I
<br />
<br />t
<br />I
<br />I
<br />
<br />@
<br />
<br />A: IV1DTH REQUIRED FOR GUTTER
<br />B : OVERHANG DIMENSION
<br />
<br />@
<br />
<br />@
<br />@
<br />
<br />I I
<br />BEAM TO WALL CONNECTION: if---- A -.,
<br />
<br />(2) 2'" x 2" x 0,060" EXTERNAL Y MOUNTED ANGLES ATTACHED TO WOOD WALL WlTH MIN'IMUM
<br />(2) 316' x 2' LAG SCREWS PER SIDE OR (2) 1/4' x 2.114' CONCRETE ANCHORS TO CONCRETE OR
<br />MASONRY WALL ADO (') ANCHOR PER SIDE FOR EACH INCH OF BEA.1,4 DE?TH LARGER THAN 3'
<br />
<br />(ALTERNATE) (1) 1-3/4' x 1-314' x 1.314' x 118' INTERNAl. u..cup ATTACHED TO WOOO WALL WlTH
<br />MIN. (3) 3/80 x 2" LAG SCREWS PER SIDE OR (3) 1/4' x 2.1/4' CONCRETE ANCHORS TO CONCRETE
<br />OR MASONRY WALL ADO (1) """'CHOR PER SIDE FOR EACH INCH OR CONTILEVERED BEAM
<br />DEPTH LARGER THAN )'
<br />
<br />1, FlASHING TO BE INSTALLED A MIN, 6" UNDER r;,e FIRST ROW OF SHiNGLES
<br />2. STANDARD COIL FOR "LASHING IS 16' ,019 MIL COIL
<br />3. FIRST ROW OF NAILS WlLL HAVE TO BE REMOVED TO INSTALL FLASHING PROPERl.Y
<br />4, FlASHING WILL BE INSTALLED UNDER THE FELT PAPER V\'HEH POSSIBLE
<br />5. HEADER WILL BE PUTTY TAPED AND CAULKED EVEN r;,OUGH FLASHING IS TO 6E INSTALLED
<br />6, IF THE DROP FROM THE EDGE OF T1-iE SHINGLE DOWN TO THE TOP OF THE HEADER IS MORE
<br />THAN l' THEN THE DRIP EDGE WlLL HAVE TO 6E BROKEN TO CONFOR,1,4 TO THIS DRO?
<br />7, WHE.N USING FLASHING THE SMALLEST SIZE HEADER AVAILABLE SHOULD BE USEO
<br />12'03 MIL. ROLLFORM OR 6' BREAKFORM IS 6EST SUITED FOR HEADER SINCE IT KEEPS
<br />THE FlAP LIP OF TNE HEADER BACK FROM THE EDGE OF THE FLASHING
<br />8, WHEN SEPARATION BETWEEN DRIP EDGE ""...0 PANEL FLASHING IS REQUIRED
<br />112' SEPARATION MINIMUM
<br />9, STR.IP SEALANT BET"'.E,N FASCiA ""...0 HEADE,q PRIOR TO INSTALLATiON
<br />
<br />
<br />,""UST REMAJN FOR ANGLE
<br />STRENGTH
<br />
<br />o
<br />
<br />NOTCH ANGLE OPTIONAL
<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,MS.
<br />AT RAFTER TAilS OR 2" ON CENTER
<br />MAX. WITH 2" x 6" SUB FASC:A
<br />
<br />2' x 6" SELF 'MTING BEAM WlTH
<br />(4) "0 SHEET METAL SCREWS AT
<br />E.~CH ""....GLE EACH SIDE
<br />CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAIL
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