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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 />1#3 d'~6' S.MS. (3) PER PAN
<br />AND 11l AT RISER
<br />
<br />#10 x 1-112" S.M.S. (1) PER RAFTER
<br />OR TRUSS TAIL
<br />
<br />ROOF PANEL
<br />
<br />#'0 x 314' 5.1.1.3. AT ~2' ON CENTER
<br />
<br />Ire x 9/16' S.MS. (3) PER PAN
<br />AND \1) AT RISE::l.
<br />
<br />ALTERNATE CQNNi:CTION:
<br />Ire x '.1/4' SCREWS (3) PER PAN I.'HO
<br />FASCiA THROUGH PAN BOXEC: i:~D
<br />
<br />EX:STING FASCiA
<br />
<br />ROOF PANEL TO FASCIA DETAIL
<br />
<br />/'-----
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<br />HEADER (SEE NOTE BELOW)
<br />Ire x 9116' SMS. (3) PER PAN
<br />AND (1l PER RISER
<br />FOR MASO.NRY USE 1/4' x 1.1/4' TAP.{:ON
<br />ANCHOR OR EQUAl. AT 24' ON CE'HER
<br />rOR WOOD USE ~'O x 1.~r.:" S.MS.
<br />CR WOOO SCREWS AT '2" ON CENTER
<br />ROOF PANEL
<br />
<br />Ire x 9/16" S.M.S. (J) PS'l. PAN
<br />AND (') PER RISER
<br />EXISTING HOST SBUCTlJRE:
<br />WOOO FRAME. MASONRY OR eTHER
<br />CONSTRUCTION
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />ROOF PANELS SHALL BE ATTACHED TO THE HEADER \VlTrl (J) EACH <<a x 112'
<br />LONG CORROSION RESISTANT SHEiET ~~ETAL SCREWS WITH ~12" WASHEFS.
<br />ALL SCREN HEADS SHAlL 310 CAULKE:D OR SHALL HAVE .NEOPRE~E GASKET
<br />3SVIEi:~. THE WASHER AND TI-\E PAN.
<br />PAN RIBS SH.4.LL RECEI\/E 11) EACH #8 x '12" SCRE",'.' EACH. THE PA.NS 'lAY 3"
<br />A.NCHCRED IrlROUGH 3CXED PAN WIT;'; (3) EACH #8 x ~. OF THE ABOVE SCRE,."
<br />TYPES A.ND THE A3CYE SP"CIF"EJ RI3 SCREN.
<br />
<br />
<br />NORS:
<br />
<br />~~/L, !~
<br />PAN~
<br />//0: i:!S~
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<br />
<br />1" FASC:A (MINiMUM)
<br />BREAI< FORMED METAL
<br />SAME T1-1ICKNESS AS PAN
<br />~lr2~~~?~g~ ;~
<br />AS SHOWN
<br />#8 x 314" SCRE\'IS @ 6' O.C.
<br />
<br />#8 x 1/2' SCRE""S @ 6' OC.
<br />
<br />---
<br />
<br />HEADER (SEE NOTE 3ELOW)
<br />#8 x 9/16" S.MS. @ B" O.C.
<br />ROOF PANEL
<br />FOR MASONRY USE 114" x \.114' TAPCON
<br />ANCHCR OR EQUAl. @ 24' D.C.
<br />FOR WOOD USE #10 x ,.'/2" S.M.S. OR
<br />WOOD SCREWS @ '2: O.C.
<br />EXISTING HOST STRUCruRE:
<br />1'1'000 FRAME. MASONRY OR OTHER
<br />CONSTRUCTION
<br />
<br />ALTERNATE ROOF PANEL TO WALL DETA1L
<br />
<br />NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WlTH (3) EACH Ire x '12'
<br />LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 112' WASHEHS.
<br />ALL SCREW HEADS SHALL BE CAULKED OR SHAll HAVE NEOPRENE GASKET
<br />BETWEEN T1-1E WASHER ANO THE PAN.
<br />PAN RlBS SHAlL RECEIVE (1) EACH #8 x 112" SCREW EACH. THE pANS MAY BE
<br />ANCHORED T1-1ROUGH BOXED PAN WITH (J) EACH #8 x 1" OF THE ABOVE SCREW
<br />TYPES AND T1-1E ABOVE SPECiFIED RIB SCREW.
<br />
<br />COMPOSITE ROOF ANCHORING DETAILS
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<br />EXISTING TRUSS OR RAFTER
<br />
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<br />
<br />#8 x 9/16" SMS SPACED AT
<br />8" OC. flOTH SIDES
<br />ROOF PANEL
<br />#10 x '.112' S.M.S. OR wooa
<br />WOOD SCREW (1) PER RAFTER
<br />CR TRUSS TAIL
<br />#\0 X:lW S.MS OR WOCO
<br />SCRE,." SPACED AT '2' oc.
<br />#8 x g,16' SMS SPACED AT
<br />8' O.C. BOT1-1 SIDES
<br />EXISTiNG FASC:A
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<br />ROOF PANEL TO FASCIA DETAIL
<br />
<br />/----- ----
<br />
<br />EXISTiNG HOST STRUCTURE
<br />WOOO FRAME. MASONRY OR OTH"R
<br />CONSTRUCTICN
<br />Ire x 9/16' S.M.S SPACED AT 8"
<br />ON CENTE.R 80TH SIDES
<br />
<br />
<br />~.
<br />
<br />~
<br />
<br />rOR MASONRY USE' '4' x '.114" TAo"'CON
<br />ANCHOR OR EQUAL AI ':4' ON CE.Nl.oR
<br />FOR WOOD USE #'0 x \.112' S.M.S. CR
<br />WOOD SCRENS AT 12' ON CENTER
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<br />
<br />ROCF PANEL
<br />
<br />#8 x 9116" S.M.S. SPACED AT 8'
<br />ON CENTER BOT1-1 SIDES
<br />
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />NORS: weoo STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA
<br />FRAMiNG WHERE POSSiBLE ONL'( 15% OF SC."lEWS CA.N BE OUTSIDE THE TRUSS
<br />BUTTS. SUB.FASC:A AND THOSE AREAS SHAU HAVE DOU9lE A.NCHORS.
<br />ALL SC."lE'NS :NTO THE HOST STRUCT\.;R" SHALL HAVE MINiMUM '.114' WASHERS
<br />CR SHALL 3E WASHE.R HEADED SCREWS.
<br />HEADER ;.NSIDE DiMENSION SHALL 3E EQUAL TO PA...EL CR PA.NS"'1". THE ..vALL
<br />THICKNESS SHALL BE THE THICi<;NESS OF T;';E ALUMINUM PAN OR COMPOSITE
<br />PA."EL WALl.. THICKNESS. HEADERS SHALL 3E ANCnORED TO THE HOST
<br />STRUCTURE ......1TH ANCnORS .4.PPRC?RIATE FOR THE MATERIAL CONNECTED TO.
<br />IrlE ANCHORS DET AILET) ABOVE ARE BASED ON A LOAn FRC'..1 '20 ~.PH. FOR
<br />S3C SECTION ~ 606 FOR A MAXiMuM POSSiBLE S?AN OF THE ROOF PANEL FROM
<br />THE HOST STRUC71JRE.
<br />
<br />,.:----.- 6"
<br />
<br />10"
<br />
<br />#8 x 1/2' ALL PURPOSE SCREW
<br />@12'0.C.
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<br />BREAKFORM FLASHING
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<br />FASTENING SCREW SHOULD BE A MIN. ~/
<br />OF l' BACK FROM THE EDGE OF FtASHiNG
<br />
<br />3" COMPOSITE ROOF PANEL n_ __
<br />SEE SPAN TABLE
<br />
<br />--j
<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 FL4.SHING IS 16" .019 MIL COIL
<br />J. FIRST ROW OF NAilS WilL HAVE TO BE REMOVED TO INSTALL FLASHiNG PROPERLY
<br />4. FlASHING WilL BE INSTALLED UNDER THE FELT P4.PER WHEN POSSIBLE
<br />5_ HEADER WILL BE PUnY 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 ~. THEN THE DRIP EDGE WILL HAVE TO BE BROKEN TO CONFORM TO THIS DROP
<br />7. W1-lEN USING FtASHING THE SMALLEST SIZE HEADER AYAllABLE SHOULD BE USED
<br />12" .OJ MIL ROLLFORM OR S' SREAKFORM IS BEST SUITED FOR HEADER SINCE IT KEEPS
<br />THE FLAP liP OF THE HEADER BACl( FROM THE EDGE OF T1-1E FlASHING
<br />a. WHEN SEPARATION BETWEEN DRIP EDGE AND PANEL Fl.J\SHING IS REQUIRED
<br />112' SEPARATION MINiMuM
<br />9. STRIP SEALM'T BE1WEEN FASCIA AND HEADER PRIOR TO INST AU.ATION
<br />
<br />PAN ROOF ANCHORING DETAILS
<br />RIOGECA? ____n___--..... ____ SEALANT
<br />'r<EADERS ,0..'10 PANELS ON '-..... r ___ PAN HEADER
<br />30rn SIDES OF BEAM '-..... / ,r- (BREAI<-f'ORMED OR EXT )
<br />FOR GABLED APPLICATION ~ '/ __ #8 x 9-16" S.M S. (3) PER PAoN
<br />_ --~-;-->':I- ~ AND(1)ATPANRISE,R
<br />
<br />~ /1 IJ-~~
<br />L(!:1- 11 i \ !
<br />
<br />:a x 91~6' S '~S '3: ""::R. PA.N '/' I \ PAN OR CC'~? ROOF PANEL
<br />AND 1)A";"~A."lKISE~ -------' ,/ -' ,
<br />/ L~ AL ,ER.NA TE CONNECTION
<br />:a x 9/',6" SH.S. '3) PER PAN . #8 x 1.1/4' SC.~ENS (3) PEH PAN
<br />ALONG PA.N 30TTCM -- INTO 3EAM THROUGH BOXED
<br />END CF PAN AND HEADER.
<br />RCOF PANEL TO BEAM DETAIL
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<br />SUPPORTiNG 3EAM
<br />(PE,R TABLES)
<br />
<br />......:::0..
<br />
<br />NOTE
<br />SHEN FASTE.NING PA.."ElS OR PAo'lS TO
<br />.v000 PL>-TE:S SCRE,."S SHALL HAVE A
<br />MINiMUM EMBEDMENT OF '"
<br />
<br />ROOF PANE,- (PER TABLES)
<br />SECTIC:>; 7
<br />
<br />"OR CCMPCSITE ROOFS:
<br />#10 x (t + 'l2-j S.f~_S.. N!T1-1 '.1/4'
<br />JIAMETE.R "ENDER \.....^SHERS
<br />@ '2' O.C. (LENGTH = PANEL
<br />THICK.'1ESS . ") @ ROOF BEARi.NG
<br />ELE~ENT (SHOWN) AND 24' O.C. @
<br />NON-8EARjNG E,-E~ENT (SIOE.YALLS)
<br />
<br />-- FOR PAN ROOFS:
<br />(3) EACH Ire x ~12' ,-ONG S.M.S
<br />"'E:< ':. PANEL
<br />
<br />ROOF PANEL TO BEAM FASTENING DETAIL
<br />
<br />i 1) :;a x 1'2' 'N1Trl HEAD S_M.S. '
<br />TC? CF EACH RISEH
<br />~~ ~--
<br />~;/. ~:/
<br />~/ / ,"
<br />
<br />(3) PE:;' ~OOF PA.N #8 x 318' _ \ -------.., / .
<br />NI~S'DSMS.OC ,NTOBEAM X. ~
<br />
<br />(3)FE.RROOFPAN#10x"WIT1-1 ~/\v
<br />S oM S THROUGH ROOF PA.N AND BOX '
<br />HEADE.R 0 C. INTO HOST STRUCTURE '
<br />
<br />30X HEADER
<br />BEAD OF CAULKiNG ALONG TOP CF
<br />:lOX HEADE.q
<br />
<br />ROC;: ?NI.
<br />
<br />
<br />#~O x '.'12" WASHER HEAD S.M.S.
<br />THROUGH 30X HSACER ~2" OC.
<br />i.NTO HOST STRUCTURE
<br />
<br />NOTES:
<br />1 W1-;E.'< HOST STRUC-:lJRE IS '.\ASCSCi.Y
<br />USE '/4" x ~-1I4" DRIVE PINS CR
<br />',/4' x 2.1W T1-1UNDE.RBOLTS
<br />2. FASTEN Ir'E EXISTING SUB.FASCiA
<br />TO RAFRR TAILS FIRST WIIrl
<br />#',0 x 3" S}AS.
<br />
<br />PAN ROOF AND BOX HEADER
<br />
<br />FLASHiNG 0.024 OR 26 GA GAl. V.
<br />
<br />
<br />2"x 2"x 0.06" x BEAM DEPTH
<br />+ 4" ATTACH ANGLE ,,... TO
<br />FASCIA WlTH 2-3/8' L4.G
<br />SCREWS AT EACH ANGLE
<br />Mil'l.. 2:' x 3' ~ 0.050" S.M.8.
<br />(4) #10 S.MS. AT EACH ANGLE
<br />EACH SIDE
<br />
<br />I
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<br />I
<br />
<br />LJ
<br />I
<br />\
<br />
<br />,.. = WIDTH REQUIRED FOR GUTTER
<br />B = OVERHANG DiMENSION
<br />
<br />I @
<br />L':
<br />I
<br />
<br />i
<br />BEA'A TO WALL CONNECTION: >"--- A -/
<br />
<br />(2) 2:' x 2:' x 0.060" EXTERNAL Y MOUNTED ANGLES ATTACHED TO WOOD WALL WITH MINIMUM
<br />(2) :JI8" x 2:' t.4.G SCREWS PER SIDE OR (2) 114' x 2.114" CONCRETE A.NCHORS TO CONCRETE OR
<br />MASONRY WAlL ADD (1l ANCHOR PEH SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3'
<br />
<br />(ALTERNATE) (1l 1.3/4' x 1.3/4' x ,.3/4' x 118' INTERNAL U.{:UP ATTACHED TO WOOD WALL WlT1-1
<br />MIN. (3)3/8' x 2:' t.4.G SCREWS PER SIDE OR (J) 114' x 2.114" CONCRETE ANCHORS TO CONCRETE
<br />OR MASONRY WALL ADO <') ANCHOR PER SIDE FOR EACH iNCH OR CONTI LEVERED BEA!"
<br />DEPT1-1 LARGER THAN J'
<br />
<br />
<br />o
<br />
<br />NOTCH ANGLE OPTIONAl
<br />
<br />RECEIVING CHANNa OVER BEAM
<br />ANGLE PROVIDE 0_060" SPACER
<br />AT RECENiNG CHANNEL ANCHOR
<br />POINTS, (2) #1 a x 2.112" S.M.S.
<br />AT RAFTER TAILS OR 2:' ON CENTER
<br />MAX. WIT1-12:' x 6" sua FASCIA
<br />
<br />MUST REMAIN FOR ANGLE
<br />STRENGT1-1
<br />
<br />2:' x 6" SELF MATING BEAM WlT1-1
<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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