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<br />PAN ROOF ANCHORING DETAILS
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<br />EXISTING TRUSS OR AAFTER
<br />
<br />SE.Al..ANT
<br />
<br />HEJol)ER (SEE NOTE SHoYV)
<br />
<br />IIa ,9116' S ,',I S. (J) PER PA.-.
<br />AND (1) AT RIS€R
<br />
<br />"0, 1.'t2" S.M.S. (11 PER RAFTER
<br />OR TRUSS TAIL
<br />
<br />ROOF PANEL
<br />
<br />"0, :lI4' S,M.S. AT 12" ON CENTER
<br />
<br />1Ia, 9116" 5,,',1,5, P) PER PAN
<br />A.'l0 (1) AT RISER
<br />AL TERNA TE CONNECTION~
<br />1Ia, '-1/4' SCREWS P) P:R PA.-. INTO
<br />FASCIA 111ROUGH i'A." BOXED E,"O
<br />EXISTiNG FASCIA
<br />
<br />ROOF PANEL TO FASCIA DETAIL
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<br />HEADER (SEE NOTE BelOW)
<br />IIa , 9116" 5.,',1,5. (J) i'ER PA...
<br />AND (1) PER RISER
<br />FOR MASOf.ORY USE 1/4" ,.1/4' TAP-CON
<br />ANCHOR OR EQUAL AT 24' ON CE.'..1:R
<br />FOf '"/000 USE "0".11'2' 5.1.1 S,
<br />ORNOO.:l SCRS'....S AT 12" ON CE~R
<br />ROOF PANEL
<br />
<br />#S ~ 9/16" S,.'.I.S, (J) PER PAN
<br />AND (1) PER RISER
<br />
<br />EXISTING HOST STrlUCTURE;
<br />WOOD F?AME. MASONRY OR OTHER
<br />CONSTRUCTION
<br />
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />NOTES: ROCF PA.NELS Sl-'.Al!.. BE ATi ACHED TO THE HEADErl 'MTrl (J) SA.CH:<a x 112"
<br />LONG CORROSION RESIST....'<T 5HEET METAL SCREWS WITH 112" WASi"ERS.
<br />All. SCREW HEADS SHAll. BE CAUL><=-D OR SHAll. t'AVE NEOPRENE G.ASK.:'\
<br />BE"NEE.N TriE WASHER ""'<0 111E PAN,
<br />P""" ,~BS SHALL RECEIVE I') EACH ~ ~ 112" SCR..<=W EACH, lriE PANS MAY BE
<br />""'<C!-10RED IrlROUGH BOXED PAN w\r~ PI EAC!-1:<a x I' OF THE ABOV': SCREW
<br />TYPES AND IME A.SOVE S?ECIFIED RIB SCREW
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<br />,. FASCIA (!.tINIMWM)
<br />
<br />BRSAJ< FORMED METAL
<br />SAME 111ICl<NESS AS PAN
<br />(MINIMWM) ANCHOR TO
<br />FASCIA AND RIB OF i'A."
<br />AS SHOWN
<br />
<br />:;:s x :lI4" SCREWS @ 6' O.C.
<br />
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<br />
<br />:;:s x 112" SCREWS @ 6' O.C.
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<br />HEADER (SEE NOTE BELOW)
<br />#S x 91',6" S.M.S. e a" O.c.
<br />ROOF pA.'NEl
<br />FOR MASONRY use 1/4' x 1.114' TAPeON
<br />ANCHOR OR EQUAL @ 24' O.C.
<br />FOR WOOO uSE "0 x ,.'/2' S.M.S. OR
<br />WOOO SCREWS @ 12: D.C.
<br />EXISTING HOST SrRUCT1.JRE:
<br />WOOO FRAME, MASONRY OR O""ER
<br />CONSTRUCTION
<br />ALTERNATE ROOF PANEL TO WALL DETAIL
<br />
<br />NOTES: ROOF PANElS SHALL. Be ATTACHED To".,e HEADER 'M"" (J) EACH #8 x 112"
<br />LONG CORROSION RESISTANT SHEET METAL SCREWS 'MTH 112" WASHERS.
<br />AU. SCREW HEADS SHALL. Be CAUU<ED OR SHALL. t'AVE NEOPRENE c;,..sKET
<br />BETWEEN THe WASHER AND 111e PAN.
<br />PAN RIBS S/-W.L RECEIVE (') EACH #S x lt2" SCREW EACH. THE PANS MA V BE
<br />ANCHORED ".,ROOGH BOXED PAN WITH (3) EACH IIa x" OF".,e ABOVE SCREW
<br />TYPES AND 111E ABOVE S;>ECIFIED RIB SCREW.
<br />
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<br />
<br />COMPOSITE ROOF ANCHORING DETAILS
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<br />E.XJSTING TRUSS OR RAFTER
<br />
<br />Il8 I 9116" SMS 5PACED AT
<br />a' 0 C, BOTH SIDES
<br />ROCI' PANEL
<br />'10, ',112" 5).4.5, OR wOOD
<br />wooo SCREW (1) PER RAFTER
<br />OR TRUSS TAIL
<br />"0 X 3/4' SMS, OR WOOD
<br />SCREW SPACED AT 12' 0 C.
<br />::s , 9/16" SMS SPACED AT
<br />a' 0 C, BOTH SIDES
<br />EXISTiNG FASC\A
<br />
<br />ROOF PANEl TO FASCIA DETAIL
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<br />EXISTiNG HOST STRUCTURE
<br />WOOD FRAME. MASONRY OR O".,Ert
<br />~NSTRUCTION
<br />::s , 9/16' S,M S, SPACED AT a"
<br />ON CEN1:i'\ BOIrl SIDES
<br />
<br />FCr. MASOtIRY USE \14" ~' 1/4' T~PCO~'
<br />ANCdOR OR EQUAl. AT 2" 0" CE.'NTER
<br />FCR WOOD USE '10,'.112' S.'-4.S. OR
<br />WOOD SCREWS AT 12" ON CE,NTEi'\
<br />
<br />ROOF PA....EL
<br />
<br />:;:S, 9116' S.MS, SPACED AT a'
<br />ON C:ENTER BOTH SIDES
<br />
<br />NOTES:
<br />
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />WooO STRUCTURES Sl-'OULO C~NNECT TO TRUSS SuTiS OR 111E SV6-FASC:A
<br />FRAM'NG v-.'l1ERE ?QSSIBU: ONL Y 15% OF SCREWS CA.N BE OUTSIDE lriE TRUSS
<br />BUTTS. SU6-;:ASC:A AND THOSE AREAS SHAlL t'AY: DoualE ""'<CHORS.
<br />AlL SCREWS INTO n-E HOST ST?UCTURE SHAll. t'AVE MINiMWM '.114" WASHE?S
<br />OR SHAlL BE WASHE.'l, HEADED SCREWS.
<br />
<br />HEADER INSIDE DiME....SION Sl-IAU. OlE EQUAL TO PA....E!.. OR PANS '1". THE WAll..
<br />TriICl';NESS SHALL BE THE IrlICK,"'ESS OF THE "l.'.JMINLiM PA.'N OR COMPOSiTE
<br />PANEl WAll. THICK,"'ESS. HE.ADERS SHALL BE ""'<Ci'10RED TO THE HOST
<br />STRUCTURE WI"" .......o-ORS A?PCl,OPRIA iE ;:OR lriE MA ER1AL CONNECTED TO,
<br />T"riE A.NCHORS !)ETAILED ASOVE ARE BAS:O ON A LOAD FROM 120 M.P,H. FOR
<br />sac SECTION :se<; FOi'\ A W,,;(11.4I,,;M POSSiaLE SPA... OF THE ROOF pA....EL F?OM
<br />IrlE HOST STrlUCT\;RE.
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<br />::s ~ 112" ALL PU?,oOSE SCREW
<br />@ 12'00.
<br />
<br />SREN<rORM F\.ASHiNG
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<br />3' COMPOSITE ROOF PA.';EI.
<br />SEE SPA." TABLE
<br />
<br />FASTENING SCREW SHOULD BE A MIN,
<br />OF I" !lACK F?GM IrlE EaGe 0;: FUlSHING
<br />
<br />ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS
<br />
<br />,. FLASHING TO aE INSTAlLED" MIN. o' UNDER THE FIRST ROW OF SHINGLES
<br />2. STANDARD COIL FOR FlASHING IS 16" .0'9 MIL COIL
<br />3. FIRST ROW OF NM.S WILL t'AVC TO aE REMOVED TO INSTALL FLASHING PROPERLV
<br />4. FLASHING WILL aE INSTAll.EO UNDErt 111E FELT PAPER 'MiEN. POSSIBLE
<br />5. HEADER WilL BE P1JTTY TAPED AND CAUU<ED EVEN THOUGH FLASHING IS TO BE INSTAllED
<br />S. IF THE DROP FROM THE EDGE OF THE SHINGLE DOWN TO ".,E TOP OF ".,E HEADER IS MORE
<br />THAN ,. THEN THE DRIP EDGE 'MlL t'AVE TO aE BROKEN TO CONFOR.... TO THIS DROP
<br />7. 'MiEN USING FlASHING THE SMAlLEST SIZE HEADER AVAILABLE SHOUlD BE USED
<br />12' .OJ MIL ROUfORM OR a' BREAKfORM IS BEST SUITED FOR HEADER SINCE IT KEEPS
<br />111E FVJ> LIP OF TI1E i'1EADER BACl( FROM THE EDGE OF Trie FLASHING
<br />S. 'MiE,,! SE?ARATION ElET\'i!EN DRIP EDGE AND PA....EL FLASHING IS REQUIRED
<br />'12" SEpAAA TION MINIMUM
<br />9. STRIP SEALANT BETwEE... FASCIA ....'<0 HEADER PRJOR TO iNSTAlLATION
<br />
<br />
<br />RIDGE UP
<br />
<br />HEADERS A.'NO PANELS ON
<br />80TH SIDES OF BEAM
<br />FOR GABLED APPLICATION
<br />
<br />.. . .". S".S. ,'I 'E'''''' . /
<br />A.';O (1) AT PAN RISER
<br />:<a, 9/16' S.M,S. (3) P:.R PA.'1
<br />AlONG PA.'N BOTTOM
<br />
<br />~ PA.-. OR CO'.4P. ROOF PANEL
<br />Al TER.'lA 1: CONNECTION:
<br />~ x ,.1/4' SCREWS P) PER PAN
<br />INiO BEAIA THROUGH BOXED
<br />E.NO OF ?A.'N ANa HEADER.
<br />ROOF PANEL TO BEAM DETAIL
<br />
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<br />
<br />
<br />SUPPORTING BEAM
<br />(?!OR TABLES)
<br />
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<br />
<br />NOTE:
<br />'MiEN FASTENING ?.......ELS OR PANS TO
<br />WOOD ?\.AES SCREWS Sl-'.AU. "'-AVE"
<br />MiNiMUM EMBEDME.'NT OF ,.
<br />
<br />FOR COMPOSITE ROOFS:
<br />"0' (I . 112") S,MS,MTri '.Ii~"
<br />DIAI,lETER FENI.'E.'l, WAShE.RS
<br />@ 12" O,C. (tENGT"rl2 PANEL
<br />THICKNESS. '") @ ?OOF BEARING
<br />ELE,I,lE.'<T (SHeWN) AND 24" OC, @
<br />NON-aEARING ELE....E.'<T (SIDE WAllS)
<br />
<br />ROOF PA"EL (P:.? TABLES)
<br />SECTION 7
<br />
<br />/
<br />
<br />Fort PA." ?CQFS:
<br />:J) EACH ~ I '12" LONG S.Il,S,
<br />PER 'l' pAJYEL
<br />
<br />-
<br />ROOF PAJ'JEL TO BEAM FASTENING DETAIL
<br />
<br />(1l X8, 112" ""Tri HEAD S,M.S.
<br />TOP OF EACH RISER
<br />
<br />
<br />#\0.1.112" WASHER HE.AD 5..1.4.5.
<br />T'riROI,,;GH BOX hEADE.'l, 12" O,C.
<br />INTO HCST STRUCT\JRE
<br />
<br />,'<ores:
<br />
<br />1. WHE.'N HOST STRUCT\JRE IS w.sONRY
<br />USE 114',1.1/4' DRIVE PINS Oi=!-
<br />114". 2.H4' n-UNOERBOLTS
<br />
<br />2. FASTEN THE E.X1STING SU8-fASC:A
<br />TO RArIER TAILS FIRST W1TI"I
<br />~10 I J' S,MS,
<br />
<br />BOX HEADE.'l,
<br />BEAD OF CAWI.i<ING ALONG TO? OF
<br />3CX HEADER
<br />
<br />ROCf ?A."
<br />
<br />"'~/~/ ',.
<br />
<br />
<br />(3) FER ROOF PA."< :<a ~ 3.S" ~ .
<br />wi HEAD 5 MS. 0 C. INTO BEAM ~
<br />
<br />
<br />(J) ?!OR ROCI' PA.'l #10 x ,. 'MTri
<br />S.M S Irl?OUGH ROOF PA." ANO BOX \1
<br />HEADE."l, 0 C. INTO HOST STRUCT\JRE
<br />
<br />PAN ROOF AND BOX HEADER
<br />
<br />F'.ASHING 0,024 OR 25 GA GALv.
<br />
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<br />
<br />2'. .... 0,06" ~ BEAM DE?Tri
<br />.4' ATTACH ANGLE .". TO
<br />FASCIA wrn1 2-3iS' \JIG
<br />SCRE'WS AT EACH ANGLE
<br />MIN. 2" x 3' x 0.050' 5.M,B.
<br />(4) #10 S.M.S, AT EACH ANGLE
<br />EACH SIDE
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<br />A 2 W10T'rl REQUIRED FOR GUTTER
<br />B 2 OVERHA.'NG DiMENSION
<br />
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<br />@
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<br />
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<br />BEAM TO WALL CONNECTION; ;.<-- A ~
<br />
<br />(2) 2" ~ 2" ~ 0,060" EXTERNAl. Y MOUNlcD A...GLES ATTACHED TO WOOD WAlL 'MT'rl MINIM1,;M
<br />(2) :liS' x 2' LAG SCREWS PER SIDE OR (2) 114' x 2.1/4' CONCRETE ......CHORS TO CONCRETE OR
<br />MASONRY WALL ADO ( , 1 ANCHOR PER SIDE FOR EACH INCH OF BEAM DErTH LARG€i'\ THAN J'
<br />
<br />(AL TERNATE) (1) 1-:lI4' x '-314' x ,.J,'4' x '/8' INTER.'NAl. U-CLI? ATTACHED TO WOOO WAll. 'MT'rl
<br />'-4IN. P) Jill' x 2" LAG SCREWS PER SIDE OR (3) 1/4' x 2.1/4' CONCRETE A.';CHOR5 TO CONCRETE
<br />OR MASONRY WALL ADO (1) ANCHOR PER SIDE FOR EACH INCH OR CONTILEVERED BE.A....
<br />DE~ LARGER 11'<.AN 3'
<br />
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<br />
<br />NOTCH ANGLE OPTIONAL
<br />
<br />RECENlNG CHANNEL OVER BEAM
<br />......GLE i'ROYlOE 0.000" SPACER
<br />AT RECEMNG CHANNEL ANCHOR
<br />POINTS. (2)"0,2-'12" 5.1.1.5.
<br />AT RAFTER TAILS OR 2" ON CENnR
<br />MAX. WITH 2" x 6" sua FASC:A
<br />
<br />
<br />I.cUST REMAiN FOR ANGLE
<br />5rRENGn1
<br />
<br />2" . 6" SELF I,lA TING BEAM Wl111
<br />(4) 110 ShEET METAL SCREWS AT
<br />EACH ANG!.E ElICH SIDE
<br />CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAJL
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