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<br />PAN ROOF ANCHORING DETAILS
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<br />EXlSTlNG TRUSS OR RAFTER
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<br />SEAlANT
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<br />HEArlER (SEE NOTE BELOW)
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<br />#8 x 90'15" S.M.S. (3) PER PAN
<br />AND ('lAT RISER
<br />#10x 1.112' S.M,S. (1) PER RAFTER
<br />OR TRUSS TNL
<br />ROOf PANEL
<br />
<br />#10 x 314' S.lA.S. AT 12" ON CENTER
<br />
<br />#8 x 9/15" S.M.S. (3) PER PAN
<br />AND (1) AT RISER
<br />AlTERNATE CONNECTlON:
<br />#8 x 1.114' SCREWS (3) PER PAN iNTO
<br />FASC\A TI-lROUGH PAN BOXED END
<br />EXISTiNG FASCIA
<br />
<br />ROOF PANEL TO FASCIA DETAIL
<br />HEADER (SEE NOTE SElOW)
<br />#8 x 90'16" S,M,S. (3) PER PAN
<br />AND (1) PER RISER
<br />FOR MASONRY USE 1/4')( 1.1/4' TAJP-CON
<br />IINCHOR OR EQUAL AT 24' ON CENTER
<br />Fl." ".":': ~JE #1'; ~ 1.112" S..'04.S,
<br />'JR ,/,;000 SCc?SWS ~T '2' ON CENTER
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<br />R.OOF PANEL
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<br />#8 x 90'16" S.M.S. (3) PER PAN
<br />AND (1) PER RISER
<br />EXISTiNG HOST STRUCT\.iRE;
<br />WOOO FRAME, MASONRY OR OTHER
<br />CONSTRUCTiON
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />NOTES: R.OOF PAI"ELS SHAll aE ATTACHED TO THE HEADER Wl'TH (3) EACH #8 x'l2"
<br />lONG CORROSION RESISTANT SHEET METAl SCREWS WI'TH 112' WASHERS.
<br />All SCRE'YV HEADS Sl-tAlL BE CAUU<ED OR SHAll HAVE NEOPRE.'iE GASKz:!
<br />3ETWEEN THE WASHER AND THE PAN.
<br />PAN RJ8S SI-W.L. RECEIVE (1) EACH #8 X 112' SCREW EACl1. THE PANS MAY BE
<br />ANCHORED THROUGH BOXED PAN WI~ (3) EACH #8 )( l' OF THE ABOVE SCREW
<br />TYPES ....ND THE ABOVE SPECiFIED RJB SCREW,
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<br />" FASCIA (MINIMUM)
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<br />aREAl< FORMED METAl
<br />SAME THICKNESS AS PAN
<br />(MINIMUM) ANCHOR TO
<br />~ASC:A AND RIB OF PAN
<br />AS SHOWN
<br />
<br />#8 x 314' SCREWS @ 6' 0.0.
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<br />#8 x 112" SCREWS @ 5" 0.0.
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<br />HEADER (SEE NOTE 3ELOW)
<br />#8 x 9/16' S.M,S. @ 8' O,C.
<br />ROOF PANEL.
<br />FOR MASONRY USE 1/4' x 1.'14' TAJPCON
<br />ANCHOR OR EQUAL @ 24' O.C.
<br />FOR WOOD USE #10 x 1-'/2' S.M.S, OR
<br />WOOD SCREWS@ 12: O.C,
<br />EXISTiNG HOST STRUCTURE;
<br />WOOD FRAME, MASONRY OR OTHER
<br />CONSTRUCTION
<br />ALTERNATE ROOF PANEL TO WALL DETAIL
<br />
<br />NOTES: ROOF PANELS SHAll BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 112'
<br />LONG CORROSION RESISTANT SHEET METAl SCRE'YVS WITH 112' WASHERS.
<br />All SCREW HEADS SHAll BE CAUU<ED OR SHAll HAVE NEOPRE.NE GASKET
<br />BETWEE.N THE WASHER AND THE PAN,
<br />PAN RJ8S SI-W.l RECEIVE (1) EACH #8 x 112" SCREW EACH. THE PANS MAY BE
<br />ANCHORED THROUGH BOXED PAN WITH (3) EACH #8)( l' OF THE ABOVE SCREW
<br />TYPES ANO THE ABOVE SPECiFIED RIB SCREW,
<br />
<br />COMPOSITE ROOF ANCHORING DETAILS
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<br />EXISTlNG TRUSS OR RAFTER
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<br />#8 x 9/',6" SMS SPACED AT
<br />8' O,C. BOTH SIDES
<br />ROOF PANa
<br />#10 X 1.'12" S.M,S. OR WOOD
<br />WOOD SCREW (') PER RAFTER
<br />OR TRUSS T NL
<br />#10 X 314' 5,104.5. DR WOOO
<br />SCREW SPACED AT 12" OC.
<br />#8 X 91~5" SMS SPACED AT
<br />8' O,C. BOTH SIDES
<br />EXISTiNG FASCIA
<br />
<br />ROOF PANEL TO FASCIA DETAIL
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<br />EXJSTlNG HOST STRUCTURE
<br />WOOD FRAME, '<IASONRY OR OTHER
<br />CONSTRUCTlON
<br />#8 x 9/15" S.M.S. SPACED AT 8'
<br />ON CENTER 30TH SIDES
<br />
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<br />
<br />FOR MASONRY I.iS~ 114' x '.'14' T.\PCON
<br />ANCHOR CR EQUAl.\T 24' 0;" ::E.NTER
<br />FOR WOOD USE #10 x 1-'12" S.M.S. OR
<br />WOOD SCREWS AT'2" ON CE.,(,'E.~
<br />
<br />ROOF PANEL
<br />
<br />#8 x 9/16' S.M.S. SPACED AT 8'
<br />ON CENTER BOTH SlOES
<br />
<br />NOTES:
<br />
<br />ROOF PANEL TO WALL DETAJL
<br />
<br />waco STRUCT\.iRES SHOULD CONNECT TO TRUSS BUTTS OR ~E SUa-fASC\A
<br />FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CA.'l BE OUTSIDE THE TRUSS
<br />BUTTS, SUB-FASCIA AND THOSE AREAS SHAll HAVE DOUBLE ANCHORS
<br />AlL SCRc""WS iNTO THE HOST SiRUCTURE SI-W.l HAVE MINiMUM 1-1/4' WASHERS
<br />OR SHAll BE WASHER HEADED SCREWS.
<br />HEADER INSIDE DiMENSION SHAll BE EQUAl TO PANa OR PANS "t", THE WAlL
<br />'THICKNESS SI-W.l aE THE THICKNESS OF THE AlLiMINUM PAN OR COMPOSITE
<br />PANEL WAlL THICKNESS. HEADERS SHALL BE ANCHORED TO THE 110ST
<br />STRUCT\.iRE WlTH ANCHORS AJPPROPRIATE FOR THE MATERIAL CONNECTED TO.
<br />THE ANCHORS DETAILED ABOVE ME eASED ON A LOAD FROM '20 M.P.H. FOR
<br />SBC SECTlON ~ 606 FOR A MAXiMLiM POSSIBLE SPAN OF THE ROOF PANEL FROM
<br />THE HOST SiRUCT\.iRE.
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<br />#8 X ~12" AlL f>l.;RPQSE SCREW
<br />@ 12" O.C.
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<br />aREAl<FORM FlASHING
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<br />~' COMPOSITE ROOF PANEL
<br />SEE SPAN TABLE
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<br />FASTENING SCREW SHOULD BE A MIN,
<br />OF " BACK FROM THE EDGE OF FlASHiNG
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<br />ALTERNATE DETA1L FOR FLASHING ON SHINGLE ROOFS
<br />
<br />1. FV.SHING '70 BE iNSTAlLED A MiN. 5" UNDER THE FIRST ROW OF SHINGLES
<br />2. STANDARD COil FOR FlASHING IS 15" .019 MIL COIL
<br />3. FIRST ROW OF NAllS WlU HAVE TO aE REMOVED TO INSTAll FlASHiNG PROPERlY
<br />4, FV.SHING 'WILL 6E iNSTAlLED UNDER THE FELT PAPER \""EN POSSiBLE
<br />5. HEADER WILl9E PUTTY TAJPED AND CAUlKED EVE.... THOUGH FlASHING IS TO BE INSTAllED
<br />6. IF THE DRO? 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 CON FOR.'" '70 'THIS DROP
<br />7, WEN USING FlASHiNG ~E SMALLEST SIZE HEADER AVAlLAaLE SHOULD BE USED
<br />12'03 '<tIL ROlLFORM OR 8' BREAKFORM IS BEST SUITED FOR HEADER SINCE Ii KEEPS
<br />THE F1..AP LIP OF THE HEADER BACK FROM THE EDGE OF THE FlASHING
<br />6. WEN SEPARATION BETWEEN DRIP EDGE AND PANel FlASHING IS REQUIRED
<br />112' SEPARATION MiNIMUM
<br />9, STRIP SEAJ..ANT BETWEEN FASC:A AND HEADER PRJOR TO INSTAltATlON
<br />
<br />#10 x ,.,12" ,'lASHER HEAD S..'04.S.
<br />THROUGH sex HEADER 12" O.C.
<br />INTO HOST STRUCTURE
<br />
<br />NOTES:
<br />, .WHE.'1 HOST STRUCTURE is MASONRY
<br />USE 114')( ~-1i4' DRIVE PINS OR
<br />114' x 2.'/4' THUNDERBOLTS
<br />2. FASTE."1 THE EXlSTlNG SUB-FASC:A
<br />TO RAFTER T NlS FIRST 'WI~
<br />#10 x 3' S.M,S.
<br />
<br />PAN ROOF ANCHORING DETAILS
<br />RIDGE CAP SEALANT
<br />HEADERSAND~ANas CN Iz=- PAN HEADe.~
<br />BOTH SIDES OF BEAM / r- (BREAK-f'ORMED OR EXT )
<br />FOR GABLED APP\.ICATlCN ~ #8 x 9-15" 5.M,S. (3) PER PAN
<br />r - - -. - AND ('(ATeAN ""'"
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<br />.. "''''M.'.(3) P," PAN /
<br />AND (1) AT PAN RISER
<br />#8 X 9/16" S.M.S. (3) PER PAN
<br />AlONG PAN BOTTOM
<br />
<br />
<br />\_ PAN OR COMPo ROOF PANel
<br />AI.. TER.'lA TE CONNECTlON:
<br />#8 X 1.1/4' SCREWS (3) PER PAN
<br />iNTO BEA.1,4 THROUGH BOXED
<br />END OF PAN AND HEADER.
<br />ROOF PANEL TO BEAM DETAIL
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<br />ROOf PANa (PER TABLES)
<br />SECTlON 7
<br />
<br />NOTE;
<br />'WHEN FASTENING PANELS OR PANS TO
<br />waco Pl..ATES SCREWS SHAll HAVE A
<br />MINIMLiM EMBEDMENT OF "
<br />
<br />FOR COMPOSITE ROOFS:
<br />#10 x (I +'/2") S,M.S, WITH 1.H4'
<br />D:AME"ER FENDER WASHERS
<br />@ ,2" O.C, (LE."IG'TH = PANel
<br />THICKNESS + '")@ ROOF BEARING
<br />aE~ENT (SHOWN) AND 24' O,C. @
<br />,NON-8EARING ELEMENT (SIDE WAllS)
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<br />FOR P AN ROOFS:
<br />(3) EACl1 #8 x '12" LONG S,M.S.
<br />PER ~ 2' P i\NEl
<br />
<br />. SUPPORTiNG 3EAM
<br />(PER TABLES)
<br />
<br />ROOF PANEL TO BEAM FASTENING DETAJL
<br />
<br />(1) #8 x '12' WITH HEAD S.M.S.
<br />TOP OF EACl1 RJSER
<br />
<br />
<br />BOX HEADER
<br />BEAD CF CAUU<lNG AlONG TOP OF
<br />30X HEADER
<br />
<br />ROOF PA.'l
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<br />(3) PER ROOF PAN #8)( 3/8'
<br />wi HEAD S,MS. O.C. iNTO BEAM
<br />
<br />(3) PER ROOF PAN #10 x,' \'VI~
<br />S.M,S. THROUGH ROOF PAN 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' X BEA..... DEPTH
<br />+ 4' ATTACH ANGLE "A.' TO
<br />F ASC:A WI'TH 2-3/S' tAG
<br />SCREWS AT EACl1 ANGLE
<br />MIN.2')(~')( 0.050' S.M.B,
<br />(4) #10 $:M.S. AT EACH ANGLE
<br />EACH SIDE
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<br />A = \'V10TH REQUIRED FOR GUTTER
<br />B = OVERHANG CiMENSION
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<br />BEA.'" TO WAll COt-oNECTION: ~ A -/-
<br />
<br />(2)2" x 2" x 0,060' EXTERNAl Y '<tOLiNTED ANGLES ATTACHED TO waco WAll \'VlTH MINiMuM
<br />(2) 318' x 2" v,G SCREWS PER SIDE OR (2) 114' x 2.1/4' CONCRETE A.NCHORS TO CONCRETE OR
<br />MASONRY WAll ADO (1) A."ICHOR PER SIDE FOR EACH iNCH Of BEAM OE~ u.RGER TI-'A."1 3'
<br />
<br />(AlTERNATE) (') 1.314' x 1.314' x ~-314' x 1/8' iNTERNAl U-CUP ATTACHED TO WOOD WAll ~
<br />MIN. (3) 3/8" x 2" iJ\G SCREWS PER SIDE OR (3) 1l4' x 2.'14' CONCRETE ANCHORS TO CONCRETE
<br />OR MASONRY WAll ADD (') ANCHOR PER SlOE FOR EACH INCH OR CONTlLEVERED BEA.'<I
<br />DEPTrl LARGER THAN 3'
<br />
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<br />RECENlNG CHANNEL OVER aEAM t
<br />A.NGLE PROV\OE~.06O' SPACER ,
<br />AT RECEIViNG CHANNEL ANCHOR
<br />POINTS. (2) #10 x 2.'12" S.M.S,
<br />AT RAFTER TAILS OR 2" ON CENTER
<br />w.:x. W1~ 2" x 6' SUB FASCIA
<br />
<br />
<br />MUST REMAlN FOR ANGLE
<br />STRENGTH
<br />
<br />NOTCH ANGLE OPTIONAl
<br />
<br />2" x 5" SELF MATING BEA.'<I 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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<br />SHEET
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<br />7A
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<br />OF
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<br />2000
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<br />7
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