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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 BELOW)
<br />
<br />118 x 9110' S,MS, (3) PER P....'/
<br />MO (1) AT RISER
<br />
<br />.10 X 1.112" $,M.$, (1) PER RAFTER
<br />OR TRUSS TAlL
<br />
<br />ROOF PMEL
<br />
<br />.10 X 3/4' 5,.0.4,$, AT 12' ON CENTER
<br />
<br />118 x 9I1!)' $,.'.1,$, (3) PER PM
<br />AND (1) AT RISER
<br />
<br />ALTERNATE CONNECTION:
<br />118 . 1.1'4' SCREWS (3) PER PA.'/ INTO
<br />FASCIA T1-1ROUGH PM BOXED END
<br />
<br />EXISTING FASCIA
<br />
<br />ROOF PANEL TO FASCIA DETAIL
<br />HEADER (SEE NOTE BELOW)
<br />118 X 9110' S,M,$, (0) PER PA.'/
<br />MO (1) PER RISER
<br />FOR IMSOfoORY USE 1/4' X 1,1/4' TAP-CON
<br />MCHOR OR EQUAL. AT 24' ON CENTER
<br />FOf "'000 use "0 x 1-1/2' S,M S,
<br />OR.'VOOO SCREWS AT 12' ON CENTER
<br />ROOF PMEL
<br />
<br />
<br />118 x 9110" $,M,$, (0) PER PM
<br />MO (1) PER RISER
<br />EXISTING HOST STRUCTURE:
<br />WOOD FRAME, MASONRY OR OTHER
<br />CONSTRUCTION
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />ROOF P.......EL$ Sl-'AlL BE ATTACHED TO T1-1E HEADER Wl111 (0) EACH 118 x 1/2"
<br />LONG CORROSION RESIST......,. SHEET METAL SCREWS WITH 1/2' WASHERS.
<br />ALL SCREW HEADS SHALL BE CAUU<ED OR SHALL HAVE NEOPRENE GASKET
<br />BEnvEE,'/ T1-1E WASHE.q A....O T1-1E PM,
<br />PAN RIBS SHAlL RECEIVE (1) EACH 118 x 112" SCR..~ EACH, T1-1E PMS MAY BE
<br />.......CHORED THROUGH BOXED PAN WITH (3) EACH 118 Xl' OF THE ABOVE SCREW
<br />TYPES AND THE ABOVE SPECiFIED RIB SCREW
<br />
<br />NOTES:
<br />
<br />
<br />I' FASCIA (MINIMUM)
<br />BREAl< FORMED METAL
<br />SAME T1-1ICKNESS AS P""'/
<br />(MINIMUM) MCHOR TO
<br />FASCIA AND RIB OF P.......
<br />AS SHOWN
<br />#8 x 3/4' SCREWS @ 6' O,C,
<br />
<br />118 . 112" SCREWS @ 6' O,C.
<br />
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<br />PA....ri - - - - - - - - - _
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<br />
<br />HEADER (SEE NOTE BELOW)
<br />#8 x 9110" S,M,S, @ 8' O,C.
<br />ROOF PMEL
<br />FOR MASONRY USE 1/4' .1.1/4' TAPCON
<br />MCHOR OR EQUAL @ 24' O,C,
<br />FOR 1'1000 USE '10.1.1/2. S,M.S, OR
<br />1'1000 SCREWS@ 12: O,C,
<br />EXiSTING HOST STRUCTURE:
<br />1'1000 FRAME, MASONRY OR OTHER
<br />CONSTRUCTlON
<br />
<br />NOTE$:
<br />
<br />ALTERNATE ROOF PANEL TO WALL DETAIL
<br />
<br />ROOF PANEL$ SHAlL BE ATTACHED TO THE HEADER 1'11111 (3) EACH #8.112"
<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 ""'-10 111E PM.
<br />PAN RIBS SHAlL RECENE (1) EACH #8.112" SCREW EACH, T1-1E PMS MAY BE
<br />.......CHORED THROI.JGH BOXED PAN WITH (3) EACH 118 X l' OF THE ABOVE SCREW
<br />TYPES MD THE ABOVE SPECIFIED RIB SCREW,
<br />
<br />
<br />COMPOSITE ROOF ANCHORING DETAILS
<br />
<br />
<br />EXISTING TRUSS OR RAFTER
<br />
<br />#8. !lI16' SMS SP,A,CED AT
<br />6' OC, BOTH SIDES
<br />ROOF PMEL
<br />"0 x 1.1/2' $,M,S, OR WOOD
<br />WOOD SCREW (1) PER RAFTER
<br />OR TRUSS TAIL
<br />'10 X 314' S,M,S, OR 1'1000
<br />SCREW SPACED AT 12' OC,
<br />#8 x !lI16' SMS SPACED AT
<br />a' O,C, BOTH SIDES
<br />EXISTiNG FASC:A
<br />
<br />ROOF PANEL TO FASCIA DETAIL
<br />
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<br />
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<br />
<br />EXiSTING HOST STRUCTURE
<br />WOOD FRAME, MASONRY OR Oll-iER
<br />CONSTRUCTION
<br />1;'8 x !lI16' S,M,S, SPACED AT a'
<br />ON CENTER Bon, SIDES
<br />
<br />FOR MASO~IRY USE 1/4' x . 1/4' T~.PCO~'
<br />A.'-ICdOR OR ::QUAL AT 2" O,~ CENTER
<br />FOR WOOD USE ~10. 1-1/2' S,M,S, OR
<br />WOOD SCRE''<'IS AT 12' ON CE....TER
<br />
<br />ROOF PANEL
<br />
<br />1;'8. !lI16" S,MS, SPACED AT 8'
<br />ON CENTER BOTH SIDES
<br />
<br />NOTES:
<br />
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />WOOD STRUCTURES SHOULD CONNECT TO TRUSS SUTTS OR THE SUB-FASC:A
<br />FRAMING WHERE POSSIBLE ONL Y 15% OF SCREWS CAN BE OUTSIDE ll-iE TRUSS
<br />BUTTS, SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ""'<CHORS,
<br />ALL SCREWS INTO ll-iE HOST STRUCT\;RE SHAlL HAVE MINiMUM '-1/4' WASHERS
<br />OR SHAlL BE WASHER HEADED SCRfuS,
<br />HEADER INSIDE DIMENSION SHAll SE EaUAL TO P.......EL OR PA....S y, T1-1E WALL
<br />THICKNESS SHAlL SE THE THICKNESS OF ll-iE ALUMINUM P....... OR COMPC$ITE
<br />PANEL WALL T1-1ICKNESS. HEADERS SHPLL BE A....CHORED TO THE HOST
<br />STRUCTURE 1'11111 ""'<CHORS APPROPRIATE FOR 1l-iE MATERIAL CONNECTED TO,
<br />THE MCHORS DETAlLED ABOVE ARE BASED ON A LOAD FRCM 120 M,P,H, FOR
<br />sac SECTION 1 ~ FOR A MAXiMUM POSSIBLE SP""'/ OF ll-iE ROOF P.......EL FRCM
<br />ll-iE HOST STRUCTURE,
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<br />#8 x 1/2. ALL PURPOSE SCRc"'W
<br />@12'O,C,
<br />
<br />BREAXFORM FlASHING
<br />
<br />
<br />--
<br />
<br />/ I
<br />/
<br />
<br />FASTENING SCREW SHOUll) BE A MIN,
<br />OF l' BACK FROM T1-1E EDGE OF FlASHING
<br />
<br />3' COMPOSITE ROOF P.......EL
<br />SEE SP""~ TABLE
<br />
<br />ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS
<br />
<br />I, FlASHING TO BE INSTALLED A MiN, 6' UNDER ll-iE FIRST ROW OF SHINGLES
<br />2, STMOARD COIL FOR FlASHING IS 16' ,019 MIL COIL
<br />3, FIRST ROW OF NAILS WlLL 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 PUTT'( TAPED AND CAULKED EVEN THOUGH FlASHING IS TO BE INSTALLED
<br />6, IF THE DROP FROM THE EDGe OF ll-iE SHINGLE DOWN TO T1-1E TOP OF THE HEADER IS MORE
<br />THAN " THEN THE DRIP EDGe WlLL HAVE TO Be BROKEN TO CONFORM TO THIS DRO?
<br />7, WHEN US,NG FlASHING T1-1E SMALLEST SIZE HEADER AVAllABlE SHOULD Be USED
<br />12' ,03 MIL. ROLLFORM OR 8' BREAXFORM IS BEST SUITED FOR HEADE~ SINCE IT KEEPS
<br />T1-1E FlA? LIP OF THE HEADER BACK FROM THE EDGE OF THE FlASHING
<br />6, WHEN SEPARATION BET-M::EN DRiP EOGE A....D PA....EL FlASHING IS REQUIRED
<br />112' SEPARATION MINIMUM
<br />9, STRIP SEALANT BETWEEN FASCIA .......0 HEADER PRIOR TO INSTALlATION
<br />
<br />PAN ROOF ANCHORING DETAILS
<br />RIDGE CAP SEAlA...T
<br />HEADERS MO~ANEL$ON E PA.~ HEADER
<br />BOTH SlOES OF BEA... ~ (BREAl<,FORMED OR EXT,)
<br />FOR GABLED APPliCATION #8 x ~16' S"...S, (3) PER PA.~
<br />_ - - .,... _ AND (l)AT P.......RISER
<br />
<br />
<br />f / \ +
<br />
<br />" ..w '".'.131 PER '''" /
<br />MO (1) AT P""~ RISER
<br />#8.90'16' S,M,S, (3) PER PM
<br />ALONG PA.~ BOTTOM
<br />
<br />
<br />~ PM OR COM? ROOF P.......EL
<br />
<br />AL TER.~ TE CONNECTION:
<br />1;'8.,,',14" SCREWS (3) PER PA....
<br />INTO SEAM THROUGH BOXED
<br />E,"'O OF P....... MD HEADER.
<br />ROOF PANEL TO BEAM DETAIL
<br />
<br />+
<br />
<br />
<br />SUPPORTING BEAM
<br />(PER TABL::S)
<br />
<br />~
<br />I
<br />
<br />NOTE:
<br />'M-'EN FASTENING P.......ELS OR PANS TO
<br />WOOD ?tATES SCREWS SHAlL HAVE A
<br />MINIMUM EMBEDMENT OF"
<br />
<br />ROOF PANEL (PER TABL::S)
<br />SECTION 7
<br />
<br />FOR COMPOSITE ROOFS:
<br />.,0' (1.112") S,M,S, WITH ,.1/4'
<br />OIAMETE,~ FENi..'ER WASHEF,S
<br />@ 12" O,C, (lENG111 = PMEL
<br />IHICKNESS. '")@ ROOF BEARING
<br />ELEMENT (SHOWN) MO 24' OC, @
<br />NON~EARING ELEMENT (SIDE WAllS)
<br />
<br />I
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<br />
<br />FOR PA.'1 ROOFS:
<br />(0) EACH ~. 1/2' LONG $,.I.4S,
<br />PER '.I' PNJEL
<br />
<br />ROOF PANEL TO BEAM FASTENING DETAIL
<br />
<br />(1) #8 . 112" 'M111 HEAD S..M,S,
<br />TOP OF EACH RISER
<br />
<br />
<br />'10 x 1-112" WASHER HEAD S,M,S,
<br />THROUGH BOX HEADER 12" O,C.
<br />INTO HOST STRUCTURE
<br />
<br />NOTES:
<br />I, 'N!-iE,... HOST STRUCTURE IS ,MASONRY
<br />USE 1/4' x '.114' DRIVE PINS OR
<br />1'4' x 2-1/4' lriUNDERBOLTS
<br />2, FASTEN T1-1E EXJST1NG SUB-FASCiA
<br />TO RAFTER TAILS FIRST 'MTH
<br />'10 x 3' S,M,$,
<br />
<br />BOX HEADER
<br />BEAD OF CAULKiNG AlONG TOP OF
<br />BOX HEAD€R
<br />
<br />ROOF PA.~
<br />
<br />(3) PER ROOF P....... #8 x 31a'
<br />wi HEAD S,M,S, O,C, INTO BEAM
<br />
<br />(3) PER ROOF PM _10. I' 'M111
<br />S,M,S, THROUGH ROOF P""'1 .......0 BOX
<br />HEADER Q,C, iNTO HOST STRUCTURE
<br />
<br />PAN ROOF AND BOX HEADER
<br />
<br />FLASHING 0,024 OR 26 GA GAl.V,
<br />
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<br />
<br />2". 2"x 0,06" . BEAI,4 DEPTH
<br />.4' ATTACH MOLE 'A' TO
<br />FASCIA 1'11111 2.318' lAG
<br />SCRE'NS A TEACH .......OlE
<br />MIN, 2'.3' . 0,050' S,M,B,
<br />(4) #10 S,M.S, AT EACH .......Gle
<br />EACH sloe
<br />
<br />@
<br />@
<br />@
<br />@
<br />
<br />A = 'M0T1-1 REQUIRED FOR GUTTER
<br />B = OVE~G DIMENSION
<br />
<br />I i
<br />BEA'" TO WALL CONNECTION: if--- A -,I
<br />
<br />(2) 2..2".0,060" EXTERNAl Y MOONTED ANGLES ATTACHED TO WOOD WALL Wl111 MINIMUM
<br />(2) 318' x 2. lAG SCREWS PER SIDE OR (2) 114'.2,114' CONCRETE .......CHORS TO CONCRETE OR
<br />MASONRY WALL ADO (1) MCHOR PER SIDE FOR EACH INCH OF BEAI,4 DEP111l.AAGER THAN 3'
<br />
<br />(AL.TERNATE) (1) 1-314' .1-314' X 1-314' x '18' INTERNAl u..cUP ATTACHED TO WOOO WAlL Wl111
<br />MIN. (3) 3/S' x 2" lAG SCREWS PER SIDE OR (3) 1/4'.2.114' CONCRETE ANCHORS TO CONCRETE
<br />OR MASONRY WALL ADO (1) .......CHOR PER SIDE FOR EACH INCH OR CONTILEVERED BEAM
<br />DEP111 LARGER 1l-iAN 3'
<br />
<br />o
<br />
<br />RECEIVING CHANNEL OVER BEAM
<br />ANGLE PROVIDE 0,000' SPACER
<br />AT RECEIVING CHANNEL MCHOR
<br />POINTS. (2) 110 x 2.112" $,M,S,
<br />AT RAFTER T AlLS OR 2" ON CENTER
<br />MAX. 1'11111 2" . 6' sua FASCIA
<br />
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<br />NOTCH ANGLE OPTIONAL
<br />
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<br />MUST REMAIN FOR ANGLE
<br />STRENGTH
<br />
<br />2' . 6" SELF MATING BEAM Wl111
<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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