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<br />PAN ROOF ANCHORING DETAILS
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<br />EXISnNG TRUSS OR RAFTER
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<br />SEAlANT
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<br />HEADER (SEE NOTE BELOW)
<br />
<br />I$<J. 91~6' S.MS. IJ) P'OR PAN
<br />AND 1'1 AT "ISER
<br />
<br />~'O. ,.112" S.M.S. (1) PER RAFTER
<br />OR TRUSS TAIL
<br />
<br />ROOF PANEL
<br />
<br />.,0. J.!4' S.M.:::. AT '2' ON CE'H'OR
<br />
<br />I$<J . 91~ 6' S M.S. (J) P'OR PAN
<br />AND I') AT RISER
<br />
<br />AL TERNA TE CONNECT:ON:
<br />I$<J. ,.1/4' SCREWS IJ) P'OR PM/INTO
<br />FASCIA mROUGH PAN 30XE!:: E.'m
<br />
<br />EXISTING FASC:A
<br />
<br />ROOF PANEL TO FASCIA DETAIL
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<br />HEADER (SEE NOTE BELOW)
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<br />1#3 . 9n 6" SM.S. (3) P'OR PAN
<br />AND (I) P'OR RISER
<br />
<br />FOR MASONRY USE "4'.,.,14' TAP-CON
<br />ANCHOR OR EQUAL AT 24' ON CENTER
<br />;:Oil WOOD USE ,,'10. ,.1(.:' '3..'AS.
<br />Cil. WOOD SCREWS AT '2' ON CENTER
<br />
<br />"OCF PANEL
<br />
<br />#8.9116' SM.S. (3) P'OR PAN
<br />AND (1) PER RISE,R
<br />EXISTING HOST STRUCTlJRE:
<br /><'1000 FRAME, MASONRY OR OTHER
<br />CONSTRUCTION
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />ROOF PANELS SHALL BE ATTACHED TO Ti-!E HEADER \'1m.; (3) EACH #8 x 112'
<br />LONG CORROSION RESISTANT SHEET 'AETAL SCREWS 'NITH 112' WASHERS.
<br />All.. SCREW HEADS SHALL 3E CAULKED OR SHALL HAYE .NEOPRENE GASKci
<br />8E1\VEEN mE WASHER A....D mE PAN.
<br />PAN RI8S SHALL RECElVE I') EACH 1#3 x ,12' SCREW E.~CH. mE PA....S MAY BE:
<br />ANCHORED T'rlROUGH BOXED PA.'1 WITH (3) EACH 1#3 x l' OF THE ABOYE SCREW
<br />TYPES ANO mE ABOYE SPEC:FIED RIB SCREW.
<br />
<br />NOTES:
<br />
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<br />'i~ ~~ L _ _ ~=-=-=--
<br />~. PAN~
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<br />,. FASClA (MINIMUM)
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<br />BREAK FORMED METAL
<br />SAME T11ICKNESS AS PA.'1
<br />(MINIMUM) ANCHOR TO
<br />FASClA A.ND RIB OF PAN
<br />AS SHOWN
<br />
<br />#8 x J.!4' SCREWS @6' D.C.
<br />
<br />#8 x ~12" SCRE"'S @ 6' O.C.
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<br />HEADEH (SEE NOTE 3ELOW)
<br />#8 . 9/16' S.M.S. @ a' O.C.
<br />ROOF PA.NEL
<br />FOR MASONRY USE 1/4' x 1.,14' TAPCON
<br />ANCHOR OR EQUAL @ 24' D.C.
<br />FOR WOOD USE #10 x 1.112' S.MS. OR
<br />WOOD SCREWS @ 12: O.C.
<br />EXISTING HOST STRUCTlJRE:
<br />WOOD FRAME, .'MSONRY OR 0111ER
<br />CONSTRUCTION
<br />
<br />ALTERNATE ROOF PANEL TO WALL DETA1L
<br />
<br />NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER \'11m (3) EACH #8 x 112'
<br />LONG CORROSiON RESIST ANT SHEET METAL SCREWS ''''ITH 112" WASHEHS.
<br />All SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRE.NE GASKET
<br />BEN/EEN 111E WASHER AND mE PAN,
<br />PAN RIBS SHALL RECENE (I) EACH #8 x 112' SCREW EACH. mE PANS MAY BE
<br />ANCHORED mROUGH SOXED PAN WITH (3) EACH #8 x ,. OF THE ABOYE SC.c<EW
<br />TYPES AND 111E ASOYE SPECIFIED RIB SCREW.
<br />
<br />COMPOSITE ROOF ANCHORING DETAilS
<br />
<br />EXISTING TRIJSS OR RAFTER
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<br />~a. 9116' 5MS SPACED AT
<br />3' 0 C. B0111 SlOES
<br />ROOF PANEL
<br />.10. ~"12" SMS 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 '2' O.C.
<br />#8. '),16' SMS SPACED AT
<br />3' OC. BOTH SIDES
<br />EXISTiNG FASG:A
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<br />ROOF PANEL. TO FASCIA DETAIL
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<br />EXISTING HOST STRUCT'~RE
<br />NOOD "'<AME. MASONRY OR OT\-<ER
<br />CONSTRUCTION
<br />#8. 9i~6' S.'~ S SPACED AT S'
<br />ON CE~TER BOTH SIDES
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<br />;:OR MA-SCNRY USE "4'. 1.,14' TA."OON
<br />ANCHOR 'JCl EQUAL Ai ':4' ON CE,Nl ",R
<br />FOR WOOD USE #~O. 1.112' S.MS. OR
<br />WOOD SCRE'NS AT 12" ON CE.NTE.R
<br />
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<br />ROOF PANEL
<br />
<br />#8.9116" S.M S. SPACECI AT a'
<br />ON CENTER 30111 SIDES
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<br />
<br />ROOF PANEL TO WAll DETAIL
<br />
<br />NOTES:
<br />
<br />WOOD STRUC'TURES SHOUW COi'tNECT TO TRUSS BUTTS OR T\-<E SUB-FASC:A
<br />FRAMING 'NHE.RE POSSIBLE ONLY 15~. OF SCREWS CA.N BE OUTSIDE rrlE TRUSS
<br />aUTTS. SUB.FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS.
<br />ALL SCRENS [....TO T1-<E HOST STR.UCil.,;RE: SHALL HAVE MINiMU'A 1.1/4' 'NASHERS
<br />OR SHA.lL aE WASHEH HE.ODED SCREWS.
<br />HEADER INSIDE DIMENSION S",A.lL 3E EQUAL TO PA.NEL OR PANS 't". mE WALL
<br />THICKNESS Sr'ALL BE mE mICK."'ESS OF THE ALUMINIJM PAN Oil COMPOSITE
<br />PANEL WALL mICXNESS. HEACEHS SHALL aE ANC",ORED TO THE HOST
<br />STRUCTURE Wlrrl ANCHORS .~PROPRIATE FOR n<E 'MTERiAL CONNECTED TO.
<br />rriE A....CHORS DE""AIL.:D ABOYE A.RE BASECI ON A LOAD FROM 120 MPH. FOR
<br />SBC SECTION 1606 FOR A MAXIMIAA POSSiBLE Sr>^-N CF 'HE ROOF PANEL FROM
<br />T\-<E HOST STRUCil.,;RE.
<br />
<br />."-- 6'
<br />
<br />10'
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<br />#8 x 112" ALL PI~RPOSE SCREW
<br />@'2'0.C.
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<br />BREAi<FORM F1..ASHI.NG
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<br />FASTENiNG SCREW SHOULD 9E A MIN
<br />OF ,. BACl< FROM rrlE EDGE OF FLASHiNG
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<br />3' COMPOSITE ROOF PANEL
<br />SEE SPAN TABLE
<br />
<br />ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS
<br />
<br />,. FLASHING TO BE iNSTALLED A MIN. 6' UNDER n<E FiRST ROW OF SHINGLES
<br />2. STANDARD COIL FOR FLASHING IS 16" .019 MIL COIL
<br />3, FIRST ROW OF NAILS WILL HAYE TO BE REMOYED TO INSTALL FLASHING PROPERLY
<br />4. FLASHING WILL BE INSTALLED UNDER n<E FELT PAPER WHEN POSSiBLE
<br />5. HEADER WILL BE PUTTY TAPED ANO CAULXED EV'i::-I T110UGH FLASHING IS TO BE INSTAllED
<br />6. IF THE DROP FROM THE EDGE OF T11E SHINGLE DCWN TO mE TOP OF THE HEADER IS MORE
<br />THAN ,. mEN mE DRIP EDGE WILL HAYE TO BE 9RCKEN TO CONFORM TO mls DROP
<br />7. WI1EN USING FL-\SHING mE SMALLEST SIZE HEACER AVAILABLE SHOULD 9E USED
<br />12' .03 MIL. ROLLFCRM OR a' BREAKFORM IS BEST SUITED FOR HEADER SINCe IT KEEPS
<br />mE FlAP UP OF me HEADER BACl< FROM 111E EDGE OF T'riE FLASHING
<br />a. WHEN SEpARA T!ON BEnvEEN DRi? EDGE ANO PA....EL FLASHING is REQUIRED
<br />112' SEPARATION MINiMUM
<br />9. STRIP SE.~LANT BETWEEN FASClA A....D HEADER PRIOR TO INST AllJ\TICN
<br />
<br />
<br />PAN ROOF ANCHORING DETAILS
<br />RIOGE CAP ,_._ _____
<br />HEADERS A.ND PA.NELS ON
<br />30T11 SlOES OF 9EAM
<br />FOR GABLED APPLlCA TION
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<br />#8 x 9116' S.M.S.IJ: ?ER PA.'1 // P 0
<br />AND(1)AT PA.'1 RISER .,___..J '--- A.N RCOMPROOFPA.'<EL
<br />Al TERNA TE CONNECTION'
<br />#8.9/16" S.MS.IJ) PER PA.~ #8. ,.1/4' SCREWS (3) PER PAN
<br />ALONG PA.'1 BOTTOM...J... INTO BEAM THROUGH BOXED
<br />. -,.., END CF PAN AND HEADER.
<br />ROOF PANEL TO BEAM DETAIL
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<br />NOTE:
<br />WHEN FASTENING PA.'1ELS OR PA.NS TO
<br />WOOD PlATES SCREWS SHALL "'AYE A
<br />MiNiMUM E.MBEDMENT OF I'
<br />
<br />FOR COMPOSITE ROOFS:
<br />.10. (t- 'l2"j S.fI.S. W'TH ,.1/4'
<br />DIAMETER ::ENDER "-.'SHERS
<br />@ 12' O.C. (LE,NGT11 = PA.NEL
<br />mICXNESS. 1'J @ ROOF BEARi.NG
<br />ELEMENT (SHOWN) A.ND 24' O.C. ,~
<br />NON-8EARI.NG ELE.MENT (SIDE NALLS)
<br />
<br />ROOF P.......Ei. iPE.R T AaL::S;
<br />SECTION 7
<br />
<br />FCR P^-'1 ROCFS:
<br />(3) UCH I$<J < '12' LOSG S..'~. 5
<br />-Eo1 ':' PAoNEi.
<br />
<br />(1) #8"12" NITH HEAD S M S
<br />TOP OF EACH RISE,R
<br />
<br />ROOF PANEL TO BEAM FASTENING DETAIL
<br />
<br />SUPPORTiNG BEAM
<br />(PER T ABl'::S:
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<br />HI HEAD S M s. 0 C .NTO SEAM 'y ,
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<br />(3) PER ROOF PA.'1.,0 X" \'11m ~// \.~
<br />S.M S T'rlROUGH ROOF PA.'1 A.ND BOX
<br />HEAOE.'l. 0 C INTO HOST STRUCTlJRE I
<br />
<br />ROOF P"'-'1
<br />
<br />BOX HEADE"
<br />BEAD OF ':AULKiNG AlCNG -OP OF
<br />BOX HEAD::.R
<br />
<br />.,0 x 1.''2" WASHER :-<EAD S.M3.
<br />T1;ROUGC' BOX HEADER '2' O.C.
<br />iNTO HOST STRIJCi1;RE
<br />
<br />NOTES.
<br />I WHEN HCST STRIJC"RE is MASC,NRY
<br />USE '14'.1.114' !JRIVE P'NS OR
<br />114".2.114' -:"riUNDERBOl TS
<br />2. FASTEN ThE EXISTiNG SUS-~ASClA
<br />TO RAFTER TAILS F!RST NI~..,
<br />#10. J' S..'A.S.
<br />
<br />PAN ROOF AND BOX HEADER
<br />"",,""G 0 ". C"" GA ""',. ~
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<br />2.. 2" O.C6" x BEAM DEpm
<br />- 4' ATTACH A.NGLE "A' TO
<br />F ASClA WITH 2.3:8' lAG
<br />SCREWS A T EACH ANGLE
<br />
<br />MIN. 2' x 3'. 0.C5O' S.MB.
<br />(4) #10 S..'AS. AT EACH A.NGLE
<br />EACH SIDE
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<br />A = WIOT'rl REQUIRED FCR GUTTER
<br />B = OYEMANG DiMENSION
<br />
<br />BEAM TO "'AlL CONNECTION: r-- A -/
<br />(2) 2." x 2." x 0.060' EXTERNAL Y MOUNTED ANGLES ATTACHED TO WOOD WALL WI111 MINIMUM
<br />(2) 3/8' x 2' LO.G SCREWS PER SIDE OR (2) 1/4' x 2.114' CONCRETE ANCHORS TO CONCR~TE'OR
<br />MASONRY WAlL ADO (1)ANOHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LMGE.~ lliAN 3'
<br />(ALTERNATE) (I) 1-3/4' x 1.314' x 1.3/4' x 1/8' iNTERNAL U-ClIP ATTACHED TD WOOD WALL WITH
<br />MIN. (3) :li8:. 2" LO.G SCREWS PER SIDE OR (3) 114" x 2.1/4' CONCRETE ANCHORS TO CONCHETE
<br />CR MASONRY WALL ADO (I) ANCHOR PE.'l. SIDE FCR EACH i,NeH OR CONTILEVERED SEAM
<br />DEPTH LMGER n...,AN 3' . ,
<br />
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<br />
<br />RECEIVING CHANNEL OVER BEAM
<br />A.NGlE PROYIOE 0.060' SPACER
<br />AT RECEIYING CHANNel ANCHOR
<br />POINTS, (21.'0 . 2.112" S.M.S.
<br />AT RAFTER TAilS OR 2' ON CENTER
<br />MAX. 1'111112.".6' SUB FASClA
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<br />NOTCH ANGLE CPTIONAL
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<br />MUST REloW,'1 FCR ANGLE
<br />STRENGT11
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<br />~ 2' x S' SELF 'MTI.NG BEAM wlm
<br />(4) #10 SHEET METAL SCR.EWS AT
<br />EACH A.NGLE E.~CH SIDE
<br />CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAIL
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