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<br />PAN ROOF ANCHORING DETAILS
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<br />EXISTING TRUSS OR RAFTER
<br />SE.AJ.ANT
<br />HEADER (SEE NO~ BelOW)
<br />1/.8.9116'" S MS,I)) PER PAN
<br />ANO (1) A T RISER
<br />"0. '.112" S,M.S, (Il PER RAFTER
<br />OR TR\.JSS TAIL
<br />ROOF PANEL
<br />.,0.314' S,M.S. AT '2" ON CENT'"~
<br />1/.8.9116'" S.M.S, ()) PER PA"'~
<br />ANO I') AT RISER
<br />AL TERNA~ CONNECTION:
<br />1/.8. '.114" SCREWS p) PER P"''' iNTO
<br />FASCIA 11-\RO\.JGH PAN BO~D E.'<O
<br />EXISTiNG FASCIA
<br />
<br />ROOF PANEL TO FASCIA DETAIL
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<br />HEADER (SEE NO~ BELOW)
<br />1/.8.9116'" S.M.S. ()) PER PA.>;
<br />AND I I) PER RISER
<br />FOR MASONRY USE 1/4". '.\14' TAP-cON
<br />ANC~OR OR EQU~ AT 2.' ON CEI..,=R
<br />FOf ,'/000 USE 1\0. '.1/2' S..... S.
<br />OR.'VOOu SCREWS AT 12" ON ~.'ITER
<br />ROOF PANEL
<br />
<br />1/.8.9116'" S.M.S, ()} PER PAN
<br />ANO I') PER RISER
<br />EXiSTING HOST STRUCTURE:
<br />WOOO FAAME. MASONRY OR OTHER
<br />CONST'R\.JCTION
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />NOTES: ROCF PN.ElS S".AU.. 3E ATTACHED TO 11-\1': HEADER W11"H ()) EACH;a. 112'
<br />LONG CORROSION RESIST "''iT SHE:;' METAL SCREWSMT<< '12" WASrERS,
<br />All SCREW "EADS SHALl.. 3E CAUL)"ED OR SHALl. !-\AVE :-<EOPRENE GASKET
<br />BEiWEE.>; THE WASHER "'...D 11-\E PAN.
<br />PAN ~BS S.......U RECEiVE (1) EACH 1/.8 x 112" SCRE'.... EACH. THE PANS MAY OlE
<br />"',<CHORED T",ROUG<< 30XED P"',< WITH Pl EAC:-1I/.8.,' OF THE ABOY: SCREW
<br />TY?ES "''<D lriE AaOVE SPEC:FIED RIB SCREW
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<br />" FASClA (MINIMUM)
<br />
<br />BREA.< FORMED METAL
<br />SM1E 11-\ICXJ'o;ESS AS PAN
<br />(MINIMUM) ANCHOR TO
<br />.ASC:A AND RIB OF PAN
<br />AS SHOWN
<br />
<br />;;'8.314' SCREWS @ 5' O.C.
<br />
<br />
<br />I 1/.8. 112" SCREWS @ 5- O.C.
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<br />HEADeR (SEE NO~ BELOW)
<br />#S. 9116'" S.M,S, @ 5- O.C.
<br />ROOF PANEL
<br />FOR MASONRY USE \14'.,.11.' TAPCON
<br />ANCHOR OR EQUAl @ 24' O.C.
<br />FOR wooo USE ~'o. "'12- S.M.S, OR
<br />WOOD SCREWS @ 12: O,C.
<br />EXISnNG HOST STRUCTURE:
<br />WOOD FRAME, MASONRY OR OTI-iER
<br />CONSTRUCTION
<br />ALTERNATE ROOF PANEL TO WALL DETAIL
<br />
<br />NOTC:S: ROOF PANELS SHAll aE ATTACHED TO 11-\E HEADER wrn~ ()) EACH I'! x 112"
<br />LONG CORROSION RESISTANT SHEET METAL SCREWS WITH ,(l' WASHERS,
<br />,;,u SCREW HEADS SHAll aE CAUU<ED OR SHAll !-\AVE NEOPRENE GASKET
<br />BCTWeEN THE WASHER AND 11-\E PAN,
<br />PAN RIBS Si-VlLl. RECEM II) EACH 18.,12" SCREW EACH, lriE PN4S MAY BE
<br />ANCHORED THRO\JGH BOXED PAN WITH ()) v,CH 18 . ,. OF T<<E ABOVE SCREW
<br />TY?ES MO THE ABOVE SPECIFIED RIB SCREW.
<br />
<br />COMPOSITE ROOF ANCHORING DETAILS
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<br />EXISTING TRUSS OR RAFTER
<br />
<br />#8.9115' SMS SP"CEO AT
<br />S' OC. BOTH SlOES
<br />ROOF PANEL
<br />.10.',112' S.,I,I.S OR wooo
<br />1'1000 SCREW (1) PER RAFTER
<br />OR TRUSS TAIL
<br />110 X 31.' S M.S, OR WOOD
<br />SCREW SPACE 0 AT 12- 0 C.
<br />::S. 9/16' SMS SP"CEO AT
<br />5' OC. SOTH SIDES
<br />EXISTING FASC:A
<br />
<br />ROOF PANEL TO FASCIA DETAIL
<br />
<br />
<br />EXISTiNG <<OST STRUCT1JRE
<br />wOOO FR.'.".I:.. Y.ASONRY OR OTHER
<br />CCNSTRUCTION
<br />;;'8.9/16' S.MS SPACED AT il'
<br />ON CEN,=R BOT1-l SIDES
<br />
<br />FOF< !.\ASOtIRY liSE \I.'. ' 1/4' T~PCOt.
<br />"',<C,OR OR EQ<JAL AT 2" 0.. CENTER
<br />FOR 1'1000 USE '10".'12' S.M.S, OR
<br />wooo SCRE'wS AT 12' ON CENnR
<br />
<br />ROOF PANEL
<br />
<br />:<8.9/16' S.MS SPACED AT S'
<br />ON CE,...TER 307H SIDES
<br />
<br />NOTC:S:
<br />
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />WooO STRuCruRES SI-'OULD CONNECT TO TRUSS SUTTS OR 11-\E S'...iB-FASC:A
<br />FRAM<NG "''HERE POSSiBLE ONLY 15% OF SCREWS CA.'< BE OUTSIDE lriE TRuSS
<br />BUTTS, SUB-FASC:A MO THOSE AREAS SHALL !-\AVE DOUBLE "''<CHORS,
<br />All. SCRE,.;S INTO Iri:. HOS7 STRUCTURE SHALL KAV'E .MINiMUM 1.114" wASHERS
<br />OR SHAll. BE WASH~ HE.-'DED SC?..~S.
<br />HEADER INSIDE DiME:-<SION SHAll 9E EOUAL TO P,<.,-;E!.. OR i'ANS ,,:,", lriE WAlL
<br />11-\ICKNESS SHALL SE THE lrilCKNESS OF THE AlUMINWM PA.>; OR COMi'OSiTE
<br />PMEL WAll. TI-iICKNESS. HVoDERS SKilLL 3E "''<CHOREO TO THE HOST
<br />STRUCTURE WI11-\ ANCHORS APPROPRIATE FOR THE MATER:Al. CONNECTEO TO,
<br />THE "''lCHORS ;)Ei'AIL:D ABOVE ARE 3A.SED ON A LOAD FROM 120 M.P,n. FOR
<br />sac SECTION :~ FOR A MAX;Mt:M ?aSSialE S?A.~ OF THE ROOF PA.-;EI. FROM
<br />THE <<OST STRUCruRE.
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<br />;;'8.,12- All. PWR.oCSE SCREW
<br />@12"OC.
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<br />SREAXi'ORM F1..ASl-'.iNG
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<br />)' COMi'OSiTE ROOF PA.'<EL
<br />SEE SPAN TABLE
<br />
<br />FASTENING SCRo;W SHOULD SE A MIN,
<br />OF I' BACK FROM THE EOGE 0;: FLASHING
<br />
<br />ALTERNATE DETAJL FOR FLASHING ON SHINGLE ROOFS
<br />
<br />1. FLASHING TO BE INST....LED A MIN. 6- UNOER THE FIRST ROW OF SHLNGLES
<br />2. STANDARD COIL FOR HASHING 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 "''HE!', i'OSSIBLE
<br />S. HEADER WILL BE PUTTY TAPED AND CAULKED EVE,'< lriOUGH FlASHING IS TO BE INSTAllED
<br />S. IF THE DROP FROM T1-lE EDGE OF THE SHINGLE DCWN TO THE TOP OF THE HEADER IS MORE
<br />THAN ,. THEN lriE DRJP EDGE Wlll. HAVE TO BE BROKEN TO CONFORM TO THIS DROP
<br />7, WHEN USiNG FLASHING THE SMALLEST SIl.E HEl,DER AVAJu.BLE SHOUlO BE USED
<br />1rO) MIL ROUFORM OR 5' BREMFORM IS BEST SUITED FOR HEADER SINCE IT KEEPS
<br />11-\E FlAP LIP OF THE HEADER BACK FROM THE EDGE OF 11-\E FLASHING
<br />8. WHEN SEPARATION BETWEEI>I DRIP EDGE "''<0 P"'NE!. FLASl-1LNG IS REQUIRED
<br />In' SEPARATION MINIMUM
<br />9, STRIP SEAlA'<T BE1"M:E.'>j FASCIA "'...0 HEADER PRJOR TO INSTALLATION
<br />
<br />PAN ROOF ANCHORING DETAILS
<br />
<br />RIOCE CAP
<br />
<br />HfI,OERS!\NO PANELS ON
<br />BOT1-l SIDES OF BEA....
<br />FOR GABLED APPliCATION
<br />
<br />
<br />" ..,.. '.M'. '" "",AN 'Y
<br />"'...D l 1) AT PAN RISER
<br />
<br />1/.8 .9116' S.M.S. ()} PER PA.>;
<br />....ONG P"',< BOTTCM
<br />
<br />L P"',< OR COMP. ROOF PANEL
<br />
<br />.... TER.'lA ~ CONNECTIOro/:
<br />#8. '.11.' SCREWS P) PER PAN
<br />iNTO BEAIA THROUGH BOXED
<br />E:-<O OF PA.>; ANa HEADER.
<br />ROOF PANEL TO BEAM DETAIL
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<br />
<br />
<br />SUPPORTiNG SEAM
<br />(PER T Aal:S)
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<br />
<br />,"I0T2
<br />","'E.'< FASTENING i'A.'<ELS OR i'ANS TO
<br />WOOD Pt.A7:S SCREWS SHAll ".AVE A
<br />MINIMt:M EMSEDME,NT OF l'
<br />
<br />FOR CCMPOSITE ROOFS:
<br />110.:1. In-) S.......S. Wl11-\ '.11.'
<br />DtA'.lETER FENl.'E.'l. WAShEi<S
<br />@ 12" O.C. (lENG11-\ 2 pA.'la
<br />THIC)(,'<ESS . 1') @ ROOF SEARING
<br />ELEMEN'T (SHOWN) "''<0 2.' OC, @
<br />:-<ON-aEARING ELE'.lE.'iT (SIDE WAllS)
<br />
<br />ROOF P"'...EI. (PER TABLES)
<br />SECTION 7
<br />
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<br />
<br />FOR P",,< ROOFS:
<br />:)l EACH"" . :17 LONG $....S.
<br />PER'./' PA.lVEL
<br />
<br />-
<br />ROOF PAJ'.,jEL TO BEAM FASTENING DETAIL
<br />
<br />l') ~. '(l' Wl11-\ HEAD S..'-4.S,
<br />TOP OF EACH RISER
<br />
<br />
<br />aox HEADE,'l.
<br />SEAD OF CALlL)(ING ALONG TOP OF
<br />BOX HEADE.'!
<br />
<br />ROOF PA.'>j
<br />
<br />/0
<br />
<br />
<br />()) ?E,'l, ROOF i'A.'< 1/.8.J.S' ~ . .
<br />wi HEAD S.... S. 0 C, INTO SEAM ~
<br />
<br />
<br />()) PER ROOF P"'>; "0. '"'MTH
<br />S 1.4 S, rrlROUG<< ROOF ?"''< AND SOX: \,
<br />HEADE.'l. 0 C. INTO <<OST STRUCll.JRE
<br />
<br />.'0. I.I(l' WASHER HEAD S.......S,
<br />lriRCUGH aox HEACER 12" O.C.
<br />INTO HOST STRUCT1,;RE
<br />
<br />:>iO~S:
<br />I, W'HE:-< I-'OST STRUCll.JRE is .MASONRY
<br />. USE 114".,.1.... DRIVE PINS OR
<br />114'.2.".' rr-'UNCERBOLTS
<br />2. FASTEN THE EXlST1NG SUB-FASCIA
<br />TO RAFTER l' AILS FIRST Wlrrl
<br />~IO.)' S.MS.
<br />
<br />PAN ROOF AND BOX HEADER
<br />
<br />F'.ASHI:-<G 0,024 OR 25 GA. GAlV,
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<br />2"x... 0.06" x BEA'" D€F'TH
<br />..' ATTACH ANGLE 'A' TO
<br />FASC:A WI11-\ 2.J.'8' LAG
<br />SCRf\'VS A T EACH ANGLE
<br />MI.>;, 2".)'. o.e5O' S.M.B.
<br />(.) ~10 S.M.S. AT EACH ANGLE
<br />EACH SIDE
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<br />A 2 WlDTH REQUIRED FOR GtJTTEF~
<br />B . OVERJ-WIG DIMENSION
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<br />SEA... TO WALL CONNECTION; ~ ^ -:.
<br />
<br />(2) 2".2".0.060" EXTER.'lAl.. Y .....OUNTED ANGLES ATTACHED TO WOOD wAll. Wl11-\ MINIMUM
<br />(2) 315' . 2- LAG SCREWS PER SIDE OR (2) 11.'.2.114' CONCRETE "''<CHORS TO CONCRETC: OR
<br />WSONRY WAll. ADO (I) ANCHOR PER SIDE FOR EACH INCH OF BEA.... DE?l1-i LARGER 11-'.A.'4).
<br />
<br />(AL TERNA TC:) II) 1.314' x 1-:\14' . ,.314' x 1/8. INTC:R."W.. u-GUP ATTACHED TO WOOO WAll. Wl11-\
<br />MIN. (3) 3i8' x 2" !JIG SCREWS PER SIDE OR (3) ,.... x 2.114' CONCRETE ANCHORS TO CONCRETE
<br />OR MASONRY WALL ADO (1l ANCHOR PER SIDE FOR EACH INCH ORCONTILEYERED SEA...
<br />DE?TH LAAGER nv..>; 3'
<br />
<br />o 0
<br />o 0
<br />
<br />NOTCH "',<GLE OPTIONAl..
<br />
<br />RECEIVING CHANNEL OVER BEAM
<br />"''<GLE PROVIDE 0.060" SPACER
<br />A T RECEIVING CHA....NEL ANCHOR
<br />i'OINTS, (2) '10.2.'12" S,MS.
<br />AT R>>TER T AJLS OR 2" ON CENTC:R
<br />MAX. WITH 2" . 6" sua FASC:A
<br />
<br />
<br />!.lUST REMAIN FOR ANGLE
<br />STRENG11-\
<br />
<br />2" . 6" SELF MATING BEAM Wl11-\
<br />(4) .,0 SHEET METAL SCREWS AT
<br />EACH ANGLE EACH SIDE
<br />CANTILEVERED BEAM CONNECTION TO Wft,LL AND FASCIA DETAIL
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