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<br />PAN ROOF ANCHORING DETAILS
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<br />EXISTING TRUSS OR RAFTER
<br />SEALANT
<br />HEADER (SEE NOTE BELOW)
<br />Iffl x 9/16' S,M,S. (3) PER PAN
<br />ANO (I) AT RISER
<br />#10 X '.112' S.M,S. <') PER RAFTER
<br />OR TRUSS TAiL
<br />ROOF PA."<EL
<br />#10 X :314. S.M,S. AT 12' ON CE....TER
<br />Iffl X 9/16' S.M,S. (3) PER PA.'"
<br />ANO(1lATRISER
<br />AL TER."<ATE CONNECTION:
<br />Iffl X '.1/4. SCREWS (3) PER PAN iNTO
<br />FASCIA TI1ROUGH PAN BOXED E....O
<br />EXISTING FASCIA
<br />
<br />
<br />ROOF PANEL TO FASCIA DETAIL
<br />
<br />
<br />HEADER (SEE NOTE BELOW]
<br />Iffl X 9116' S,M,S. (3) PER PAN
<br />AND (1) PER RISER
<br />FOR MASONRY USE 1/4' X 1.1 '4' TAP-CON
<br />ANCHOR OR EQUAL AT 24. O~CE."HER
<br />FOR W0CC "':><:: 11n ,1.1r2' S.MS,
<br />OR W000 SCR/:;"WS A712' ON CENTER
<br />ROOF PANEL
<br />
<br />Iffl . 9116' S.M.S. (3) PER PAN
<br />AND (1) PER RISER
<br />EXISTiNG HOST STRUCTURE:
<br />WOOO FRAI..1E. MASONRY OR OTI1ER
<br />CONSTRUCTION
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />NOTES:
<br />
<br />ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITI1 (3) EACH Iffl X 112'
<br />LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 112' WASHERS,
<br />ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET
<br />BETWEEN TI1E WASHER A....D TI1E PA.....
<br />PAN RIBS SHALL RECEIVE (1l EACH 1ffl.112" SCREW EACH. THE PANS MAY BE
<br />ANCHORED THROUGH BOXED PAN WITH (3) EACH Iffl. l' OF THE ABOVE SCREW
<br />TYPES A....D TI1E ABOVE SPECIFIED RIB SCREW,
<br />
<br />
<br />,. FASCiA (MINIMUM)
<br />BREAK FORMED METAL
<br />SAME TI1ICKNESS AS PAN
<br />(MiNiMUM) ANCHOR TO
<br />FASCiA A....D RIB OF PAN
<br />AS SHOWN
<br />Iffl . 3.'4. SCREWS @ 6' O,C.
<br />
<br />Iffl. 112" SCREWS@6'O,C,
<br />
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<br />W~ 10>
<br />
<br />
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<br />
<br />I
<br />
<br />HEADER (SEE NOTE BELOW]
<br />Iffl. 9116' S,M,S. @ 8' O,C.
<br />ROOF PA."<EL
<br />FOR MASONRY USE 1/4..1.1/4' TAPeON
<br />ANCHOR OR EQUAL @ 24' O,C.
<br />FOR WOOD USE #10.,.,12. S,M,S. OR
<br />WOOD SCRENS @ 12: O,C.
<br />EXISTING HOST STRUCTURE:
<br />WOOD FRA'..1E, MASONRY OR OTHER
<br />CONSTRUCTION
<br />
<br />ALTERNATE ROOF PANEL TO WALL DETAIL
<br />
<br />NOTES: ROOF PANELS SHALL BE ATTACHED TO TI1E HEADER WITH (3) EACH 1ffl.,I2'
<br />LONG CORROSION RESISTA....T SHEET METAL SCREWS WITH 112' WASHERS.
<br />ALL SCREW HEADS SHAll BE CAULKED OR SHALL HAVE NEOPRENE GASKET
<br />BETWEEN THE WASHER AND THE PAN.
<br />PAN RIBS SHALL RECEIVE (1) EACH Iffl X 112' SCREW EACH. THE PANS MAY BE
<br />A....CHORED THROUGH BOXED PAN WITH (3) EACH Iffl. ,. OF THE ABOVE SCREW
<br />TYPES AND THE ABOVE SPECIFIED RIB SCREW,
<br />
<br />COMPOSITE ROOF ANCHORING DETAILS
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<br />--------
<br />
<br />EXISTING TRUSS OR RAFTER
<br />
<br />Iffl X 9/16' SMS SPACED AT
<br />8. O,C, BOTI1 SIDES
<br />ROOF PANEL
<br />#,0.,.112. S..\AS, OR WOOD
<br />WOOD SCREW (1) PER RAFTER
<br />OR TRUSS TAIL
<br />#10 X 3.'4' S.M,S. OR WOOD
<br />SCREW SPACED AT 12. OC.
<br />#8.9/16' SMS SPACED AT
<br />8' O,C. BOTH SiDES
<br />EXISTiNG FASCIA
<br />
<br />ROOF PANEL TO FASCIA DETAIL
<br />
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<br />
<br />EXISTING HOST STRUCTURE
<br />WOOD FRA'..1E. MASONRY OR OTHER
<br />CONSTRUCTION
<br />#8.9116' SMS. SPACED AT 8'
<br />ON CENTE~ BOTH SIDES
<br />
<br />FOR ~,1J'30N"Y liSE '/4' ~ 1.IW TAPCCN
<br />A,,<r.rlOR OR EQUAL ^ T 24' ON CENTEi<
<br />FOR WOOD USE #10. '.112' S,M,S. OR
<br />WOOD SCHEWS AT 12' ON CENTER
<br />
<br />ROOF PA....EL
<br />
<br />#8.9/16' S,M,S. 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 BUTTS OR THE SUB-FASCIA
<br />FRA'..1ING WHERE POSSiBLE ONLY 15% OF SCREWS CA.... BE OUTSIDE THE TRUSS
<br />BUTTS. SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS.
<br />ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINiMUM 1.114' 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 TI1ICKNESS OF THE ALUMINUM PA.... OR COMPOSITE
<br />PANEL WALL THiCKNESS. HEADERS SHALL BE A....CHORED TO TI1E HOST
<br />STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO.
<br />THE A....CHORS DETAILED ABOVE ARE BASED ON A LOAD FROM '20 M.P.H. FOR
<br />SBC SECTION 1606 FOR A MAXiMUM POSSIBLE SpA.... OF THE ROOF PANEL FROM
<br />mE HOST STRUCTURE.
<br />
<br />10. .'.
<br />#Q 1'-" ALL p' 'RPOSE SCRE' " AU 'TECHNK:AL ASSISTANCE M^TUI~.I,S.,,^,'
<br />@~2:~C, v . \. P"O~El) .~~.o AND Jl.OYAL FLkt:i(HJi~et\l240R26GAGAlV.
<br />OISCl.i'OO ALL ,*,A~J\ANTIES. [}(JUSSED 011.
<br />~P!-J40, INCLUDING BUT NOT UMlTED TO ALL
<br />BREAKFORM FlASHING - "AAM:~NTlES OF MERCHANTAbIlITY 011. FITh:E.SS r
<br />\ FOil ,AJl.TICULNt PURPOSE. ROYAL ALlIMINIJ),C
<br />OOU T'I'AIJlANT THAT ANY PII.ODUCT II'IU
<br />COM' Y YlTH STATE Oil lOCAL IUILDING CODES.
<br />CVST WW ME SOUlY Il~NSIBU FOil.
<br />:iUolSUII,ING COIilPlIANCE 'lf1TH ANY AND AU r-
<br />
<br />vU.NwENT AlJUU\ TlONS.
<br />I ~ ~.~,2~:~~'~~~ 9!?i~ +
<br />I! FASCiA WITH 2.318' \J\G
<br />/ SCREWS AT EACH ANGLE
<br />
<br />! 1,11.'1 2'. 3. . 0 050' S M B I
<br />/ I ~ (4) #10 S M S AT EACH A....GLE I
<br />FASTENING SCREW SHOULD BE A MIN ~I / EACH SIDE
<br />OF 1. BACK FROM THE EDGE OF F\J\SHING II
<br />
<br />3. COMPOSITE ROOF PANEL '
<br />SEE SPAN TABLE
<br />
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<br />ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS
<br />
<br />" FlASHING TO BE iNSTALLED A MIN, 6. UNDER THE FIRST ROW OF SHINGLES
<br />2, STANDARD COIL FOR F\J\SHiNG 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 AND CAULKED EVEN THOUGH FlASHING IS TO BE INSTALLED
<br />6. IF THE DROP FROM THE EDGE OF mE SHINGLE DOWN TO THE TOP OF THE HEADER IS MORE
<br />THAN ,. THE.'1 THE DRIP EDGE WILL HAVE TO BE BROKEN TO CONFORM TO THIS CROp
<br />7. ....'HEN US,NG FlASHING THE SMALLEST S'ZE HEADER AVAIlABLE SHOULD BE USED
<br />12. ,03 MIL. ROLLFORM OR 8' BREAKFORM IS BEST SUITED FOR HEADER SINCE IT KEEPS
<br />THE FLAP LIP OF THE HEADER BACK FROM THE EDGE OF TI1E FlASHING
<br />8. WHE,'" SEPARATION BETWEEN DRIP EDGE ANO PANEL FlASHING is REQUIRED
<br />112' SEPARATION MINlMGM
<br />9. STRIP SEA\J\NT BETWEEN FASCIA AND HEADER PRIOR TO INSTAL\J\TION
<br />
<br />PAN ROOF ANCHORING DETAiLS
<br />SEALANT
<br />;j PAN HEADER
<br />(BREAK.FORMED OR EXT,)
<br />I /~ #8 X 9-16' S,MS, (3) PER PA.'"
<br />"... ~ A."<D (1) AT PAN RISER
<br />~ . ~....'
<br />i
<br />
<br />RIDGE CAP
<br />
<br />HEADERS A....D PA....ELS ON
<br />BOTI1 SIDES OF BEAM
<br />FOR GA3LED APPLICATION
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<br />#8 X 9/16' S,M,S, (3) PER PV
<br />A....D (1l AT PAN RiSER
<br />#8 X 91~6' S,M,S, (3) PER PA....
<br />ALONG PA.... BOTTOM
<br />
<br />\
<br />\_ PA.... OR COMP, ROOF PANEL
<br />AL TERM TE CONNECTION:
<br />#8 X 1.114" SCREWS (3) PER PA....
<br />INTO BEAM THROUGH BOXED
<br />END OF PAN AND HEADER.
<br />ROOF PANEL TO BEAM DETAIL
<br />
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<br />;----~~
<br />
<br />
<br />SUPPORTING BEAM
<br />(PER TABLES)
<br />
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<br />
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<br />
<br />NOTE:
<br />WHEN FASTENiNG PA....ELS OR PANS TO
<br />WOOD P\J\TES SCREWS SHALL HAVE A
<br />MiNiMUM EMBEDMENT OF l'
<br />
<br />ROOF PANEL (PER TABLES)
<br />SEeTIO.... 7
<br />
<br />/
<br />
<br />FOR PA.'" ROOFS.
<br />(3) EACH #8 . "2' LONG S,M, <;,
<br />~ER 12. PANel
<br />
<br />FOR COMPOSITE ROCr'S:
<br />#10. It + 112") S,M.S. wr,';~ '.114'
<br />DiA:..1E"1 ER FCI.DER WA.5HERS
<br />@ 12' OC. (LENGTH = PANEL
<br />THICKNESS + 1') @ ROOF BEARING
<br />ELEMENT (SHOWN) AND 24. OC. @
<br />....ON-8EAR'NG ELEMENT (SIDE WALLS)
<br />
<br />~ ROOF PANEL TO BEAM FASTENING DETAIL
<br />
<br />
<br />(1) Iffl. 112. WITH HEAD S,M,S,
<br />TOP OF EACH RISER
<br />
<br />ROOF PA....
<br />
<br />
<br />#10 X '.112' WASHER HEAD S,M,S.
<br />THROUGH BOX HEADER 12. OC.
<br />iNTO HOST STRUCTURE
<br />
<br />....OTES:
<br />,. WHEN HOST STRUCTURE IS MASONRY
<br />USE 114'. '.114' DRIVE PINS OR
<br />114' X 2.1/4' THUNDERBOLTS
<br />2. FASTEN THE EXISTING SUB-FASCIA
<br />TO RAFTER TAILS FIRST WITH
<br />#10.3. S.M,S.
<br />
<br />/~
<br />r
<br />
<br />30X HEADER
<br />3EAD OF CAULKING ALONG TOP OF
<br />30X HEADER
<br />
<br />(3) PER ROOF PA.'" Iffl X 318.
<br />wi HEAD S,M,S. O,C. INTO BEAM
<br />
<br />(3) PER ROOF PA.... #10.,' WITH
<br />S.M,S. THROUGH ROOF PA.... A....D BOX
<br />HEADER O,C, iNTO HOST STRUCTURE
<br />
<br />PAN ROOF AND BOX HEADER
<br />
<br />
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<br />
<br />\"IV!
<br />\ / I
<br />I\f \~
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<br />
<br />A = WIDTH REQUIRED FOR GUTTER
<br />B = OVERHANG DiMENSION
<br />
<br />I
<br />BEAM TO WALL CONNECTiON: ;i'-- A -'"
<br />
<br />(2) 2'.2'".0,060. EXTERNAl. Y MOUNTED ANGLES ATTACHED TO WOOD WALL WITH MiNIMUM
<br />(2) 3.'8. X 2' \J\G SCREWS PER SIDE OR (2) 114'.2.1/4. CONCRETE A....CHORS TO CONCRETE OR
<br />MASONRY WALL ADO (1) A....CHOR PER SIDE FOR EACH iNCH OF BEA'..1 DEPTH LARGER mAN 3'
<br />
<br />(ALTER.'lATE) (1) 1.3.'4' X 1-3/4. X 1.3.'4'. 1/8'INTER.'IAL U-GLlP ATTACHED TO WOOD WALL WITH
<br />MIN. (3) 318'.2' \J\G SCREWS PER SIDE OR (3) 1/4..2.1/4' CONCRETE A."<CHDRS TO CONCRETE
<br />OR MASONRY WALL ADO (1) ANCHOR PER SIDE FOR EACH INCH OR CONTILEVERED BEAM
<br />DEPTH LARGER THAN 3.
<br />
<br />RECEIViNG CHANNEL OVER BEAM
<br />A....GLE PROVIDE 0,060' SPACER
<br />AT RECEIViNG CHA"'NEL ANCHOR
<br />POiNTS, (2) #10.2.112' S.M,S.
<br />AT RAFTER TAILS OR 2'" ON CENTER
<br />MAX. WITH 2'1( 6' SUB FASCiA
<br />
<br />
<br />MUST REY.AlN FOR A....CLE
<br />STRE....GTH
<br />
<br />NOTCH A."<GLE OPTIONAL
<br />
<br />2' . 6' SELF MATiNG BEAM WITH
<br />(4) #10 SHEET METAL SCRE'NS AT
<br />EACH ANGLE EACH SIDE
<br />CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAIL
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