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<br />PAN ROOF ANCHORING DETAILS
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<br />EXISTiNG TRUSS OR RAFTER
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<br />HEADER (SEE NOTE BELOW)
<br />
<br />1#3 x 9116. S,M,S, (3) PER PAN
<br />AND (1lATRISER
<br />
<br />tt10 x '.112. S,M,S, (1) PER RAFTER
<br />OR TRUSS TAIL
<br />
<br />ROOF PMEL
<br />
<br />#10 x 314' S,M,S, AT 12. ON CENTER
<br />
<br />1#3 x 9116. S,M,S, (3) PER PA~
<br />AND (1l AT RISE.R
<br />Al TE."INATE CONNECTION:
<br />1#3 x '-1/4' SCREWS (3) PER PAN INTO
<br />FASCiA niROUGH PAN SOXED END
<br />EXISTING FASCIA
<br />
<br />ROOF PANEL TO FASCIA DETAIL
<br />
<br />
<br />HEADER (SEE NOTE BELOW)
<br />1#3 x 9116. S,M,S, (3) PER PM
<br />AND (1) PER RISER
<br />FOR MASONRY USE 114' X '-114' TAP-cON
<br />MCHOR OR EQUAL AT 24' ON CENTER
<br />F1.-.,~, ....-:..:. _..::. #1~ I( 1.1(2- S.M.5.
<br />')R '1';000 SC22NS.\T 12. ON CENTER
<br />,,<ooF PANEL
<br />
<br />1#3 x 9/16. S,M,S, (3) PER PM
<br />A'ID (1) PER RISER
<br />EXISTING HOST STRUCTURE:
<br />WOOD FRAME, MASONRY OR OTrE.'l.
<br />CONSTRUCTION
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />NOTES: ROOF PA"ELS SHALL BE ATTACHED TO niE HEADER Wlni (3) EACH 1#3 x 112.
<br />LONG COR.qOSION RESISTANT SHEET METAL SCREWS WITH 112' WASHERS,
<br />All SCREW HEADS SHALL BE CAUU<ED OR SHALL HA\i1: NEOPRENE GASKET
<br />BElWEEN TrIO WASHE.'l. A'ID n1E PAN,
<br />PA'I RiBS Sr<ALL RECEJYE (1) EACH #8 x 112. SCRE'N EACH. n1E PMS MAY BE
<br />ANCHORED niROUGH BOXED PA'I WIn1 (3) EACH #8 x" OF niE ABOVE SCREW
<br />TYPES ~'lD n-iE ABOVE SPECIF',ED RIB SCREW,
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<br />l' FASCIA (MINIMUM)
<br />BREAK ;:ORMED METAl
<br />SAME 11-1ICKNESS AS PA'<
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<br />AS SHOWN
<br />#8 x J1~' SCREWS @ 6' O,C,
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<br />#8 x If'Z' SCREWS @ 6. O,C,
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<br />HEADER (SEE NOTE. BELOW)
<br />#8 x 91' 6. S,MS, @ 8' O,C,
<br />ROOF PANEL
<br />FOR MASONRY USE 1/4' x '.1/4' TAPCON
<br />ANCHOR OR EQUAL @ 24' O,C,
<br />FOR WOOD USE #10 x 1.112' S,MS, OR
<br />WOOD SCRE'NS@ 12: O,C,
<br />EXISTING HOST STRUCTURE,
<br />WOOD FRAME, MASONRY OR OTHER
<br />CONSTRUCTION
<br />ALTERNATE ROOF PANEL TO WALL DETAIL
<br />
<br />NOTES: ROOF PA"ELS SHALL BE ATTACHED TO niE HEADER Wlni (3) EACH 1#3 x 112.
<br />LONG CORROSION RESISTANT SHEET METAl SCREWS WITH 1f'Z' WASHERS,
<br />All SCREW HEADS SHALL BE CAUU<ED OR SHALL HA\i1: NEOPRENE GASKET
<br />BETWEEN '11-1E WASHER MD '11-1E PAN,
<br />PAN RJBS SHALL RECEIVE (1) EACH #8 x 112" SCRE'N EACH. n1E PMS MAY BE
<br />ANCHORED 11-1ROUGH BOXED PAN WIn1 (3) EACH #8 x l' OF THE ABOVE SCREW
<br />TYPES AND niE ABOVE SPECIFIED RIB SCRE'N,
<br />
<br />COMPOSITE ROOF ANCHORING DETAILS
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<br />EXIST,NG muss OR RAFITR
<br />
<br />#8 x 9/16. SMS SPACED AT
<br />8' OC, BO'11-1 SIDES
<br />ROOF PA...a
<br />#10 x 1,\12. S,M,S, OR 1'1'000
<br />1'1'000 SCREW (') PER RAFTER
<br />OR muss TAIL
<br />#10 X 314' S.M,S, OR 1'1'000
<br />SCREW SPACED AT '" DC,
<br />1#3 x 9'16" SMS SPACED AT
<br />8' O,C, aOT\1 SIDES
<br />EXJSTiNG FASCIA
<br />
<br />ROOF PANEL TO FASCIA DETAIL
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<br />EXJSTING HOST STRUCTURE
<br />1'1'000 FRAME, ~SONRY OR 011-1ER
<br />CONSTRUCTION
<br />#8 x 9/16. S.MS, SPACED AT 8.
<br />ON CENTER BOTH SIDES
<br />
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<br />FOR MASONRY uS': 114' x 1.1i4'1.''''00N
<br />~.'lCHOR OR EQUAL ,\T 24'~' CENTER
<br />FOR WOOD USE #10 x 1.112. S,MS, OR
<br />1'1'000 SCREWS AT '" ON CE,'f,Ei'<
<br />
<br />ROOF PA'lEL
<br />
<br />#8 x 9/\6. S.M,S, SP,>.,CED AT e.
<br />ON CE~,TER BOni SIDES
<br />
<br />NOTES:
<br />
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />1'1'000 STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR T\1E SUB-FASCIA
<br />FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE 11-110 TRUSS
<br />BUTTS, SUiH,>.,SCIA AND THOSE AAEAS SHALL HAVE DOUBLE MCHORS
<br />AlL SC~"'S iNTO 11-1E HOST STRUCTURE SHALL HAVE MiNIMUM '.1/4' WASHERS
<br />OR SHAlL BE WASHER HEADED SCREWS,
<br />HEADER INSIDE DIMENSION SHAlL BE EQUAl TO PA...EL OR PA'<S"1", n1E WAlL
<br />n1ICKNESS SHAlL BE THE 11-1ICKNESS OF THE AlUMiNUM PAN OR COMPOSITE
<br />PANEL WAlL n1ICKNESS, HEADERS SHALL BE MOHORED TO THE HOST
<br />STRUCTURE WI'1l-1 ANCHORS APPROPRIATE FOR rrlE ~TER:AL COr-NECTED TO,
<br />'11-1E ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M,P,H, FOR
<br />sac SECTION ',606 FOR A MAXiMUM POSSiBLE SPA~ OF niE ROOF PA";EL FROM
<br />11-1E HOST STRUCTURE.
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<br />10"
<br />#8 x 112" AU PURPOSE SCREW
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<br />BREAKFORM FLASHING
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<br />3' COMPOSITE. ROOF PA"EL
<br />SEE SPAN TABLE
<br />
<br />FASTENiNG SCREW SHOULD BE A MIN,
<br />OF l' BACK FROM 11-1E EDGE OF FLA.SHiNG
<br />
<br />ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS
<br />
<br />1, FLASHING TO BE INSTAlLED A MIN, 6. UNDER n1E FIRST ROW OF SHINGLES
<br />2. STANDARD COIL FOR FLASHING IS 16" ,019 MIL COil
<br />3, FIRST ROW OF NAJLS Will HAVE TO BE REMOVED TO INSTAlL FlASHING PROPERLY
<br />4, FLASHING WILL BE iNSTAlLED UNDER niE FELT PAPER WHEN POSSiBLE
<br />5, HEADER Will liE PUTTY TAPED MD CAULKED EVEN 11-10UGH FlASHING IS TO BE INSTAlLED
<br />6, IF '11-1E DROP FROM THE EDGE OF 11-1E SHiNGLE DOWN TO 11-1E TO? OF THE HEADER is MORE
<br />THAN ,. niEN niE DRIP EDGE WILL HA\i1: TO BE BROKEN TO CONFORM TO n1IS DROP
<br />7, WHE,~ USING FLASHiNG 11-1E SMALLEST SIZE HEADER AVAIlABLE SHOULD BE USED
<br />12.03 MIL, ROlLFORM OR 8. BREAi<FORM is BEST SUITED FOR HEADER SINCE IT KEEPS
<br />11-1E FlJ;? LIP OF 11-1E HEADER BACK FROM niE EDGE OF niE FLASHiNG
<br />8, WHEN SEPARATION BETWEEN DRJP EDGE A'IO PMEl. FlASHING IS REQUIRED
<br />112. SEPARATION MiNIMUM
<br />9. STRIP SEAJ..ANT BETWEEN FASCIA MD HEADER PRlOR TO INSTAlLATION
<br />
<br />PAN ROOF ANCHORING DETAILS
<br />SEALANT
<br />~ PAN HEADER
<br />/ t= (BREAJ<-FORMED OR E)(T,)
<br />;f. 1#3 x g.',6" S,M,S, (3) PER PAN
<br />_ ,AND (1lAT PM RISER
<br />
<br />RIDGE ON>
<br />
<br />HEADERS A";D PANELS ON
<br />B011-1 SIDES OF BEAM
<br />FOR GABLED APPLICATION
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<br />AND (1) AT PAN RISER
<br />1#3 x 9116. S.M.S, (3) PER PAN
<br />AlONG PI>.."; BOTTOM
<br />
<br />\
<br />\_ PAN OR COMP, ROOF PMEL
<br />Al TERNA TE CONNECTION:
<br />IU3 x 1.1/4' SCRE,VS (3) PER PI>.."
<br />iNTO BEAM niROUGH BOXED
<br />END OF PM AND HEADER.
<br />ROOF PANEL TO BEAM DETAIL
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<br />ROOF PMEL (PER TABLES)
<br />SECTION 7
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<br />NOTE;
<br />WHEN FASTENING PA";ELS OR PANS TO
<br />1'1'000 PLATES SCREWS Si-'.ALL HA\i1: ,>.,
<br />MINiMUM EMBEDMENT OF ,.
<br />
<br />FOR COMPOSITE ROOFS:
<br />#10 x (\. 1f'2") S,M.S, WI'11-11.~!4"
<br />D:AMETER FENDER WASHERS
<br />@ 12" O,C, (LENGni = PA"EL
<br />niICKNESS' ")@ ROOF BEARiNG
<br />ELEMENT (SHOWN) AND 24' O,C, @
<br />NON-8EARiNG ELEMENT (SIDE WALLS)
<br />
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<br />FOR PM ROOFS:
<br />(3) EACH #8 x 112" LONG SM,S,
<br />PER' 2' PflNEL
<br />
<br />'O;UP?0RT'ING SEAM
<br />(PER TABLES)
<br />
<br />ROOF PANEL TO BEAM FASTENING DETAIL
<br />
<br />(1) #8 x 112. \"I1ni HEAD S,M,S,
<br />TO? OF EACH RiSER
<br />
<br />
<br />BOX HEADER
<br />SEAD OF CAUU<JNG AlONG TOP OF
<br />BOX HEADER
<br />
<br />#10 x 1.112" WASHER HEAD S,M.S,
<br />niROUGH BOX HEADER 12. O,C,
<br />INTO HOST STRUCTURE
<br />
<br />NOTES:
<br />1. WHEN HOST STRUCTURE IS MASONRY
<br />USE 1/4' x 1-1/4' DRIVE PiNS OR
<br />1/4' x 2,1/4'1l"UNDERBOLTS
<br />2, FASTE.'1 11-11: EXISTlNG SUB-FASCIA
<br />TO RAFTER TAILS FiRST 1'1'111-1
<br />#10 x 3' S,M,S,
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<br />ROOF PI>..'1
<br />
<br />(3) PER ROOF PAN #8 x 318.
<br />wi HEAD S,M.S, O,C, INTO BEAM
<br />
<br />(3) PER ROOF PA" #10 x l' \"1111-1
<br />S,M,S, niROUGH ROOF PAN 1>.."0 BOX
<br />HEADER O,C, iNTO HOST STRUCTURE
<br />
<br />PAN ROOF AND BOX HEADER
<br />
<br />FlASHING 0,024 OR 26 GA. GAL V,
<br />
<br />
<br />2">: 2"x 0,06. x BEAM DEPTH
<br />. 4' ATIACH A'IGLE 'A' TO
<br />FASC:A 1'1'\'11-12.318. LAG
<br />SCREWS AT EACH ANGLE
<br />MIN, 2. x 3. x 0,050. S,M,g,
<br />(4) #10 $,!,I.S,'>"T EACH I>..";GLE
<br />EACH SIDE
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<br />A = \"I1Dni REQUIRED FOR GUTTER
<br />B = OVERHANG DiMENSION
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<br />BEAM TO WAlL CONNECTION: >"- A ~
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<br />(2) 2" x" x 0,060. EXTER."lAL Y MOUNTED ANGLES ATTACHED TO WOOD WAlL IV1T1-I MINIMUM
<br />(2) 318. x 2' LAG SCRElVS PER SIDE OR (2) 114' x 2.1/4' CONCRETE MCHORS TO CONCRETE OR
<br />MASONRY WALl ADD (1) A'<CHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LAAGER THAN 3'
<br />
<br />(AlTERNATE) (') 1-314' x '-314. x 1-314' x 1/8' iNTER."W. U~L1P ATTACHED TO WOOD WALl Wln1
<br />MIN, (3) 318. x" LAG SCRElVS PER SIDE OR (3) 114' x 2.1/4' CONCRETE MCHORS TO CONCRETE
<br />OR MASONRY WALl ADO (1) ANCHOR PER SIDE FOR EACH iNCH OR CONTlLEVERED BEAM
<br />DEP'1l-1lARGER THAN 3.
<br />
<br />
<br />RECEIVING CHANNEL OVER BEAM t
<br />A~GlE PROVIDE 0,060' SPACER
<br />AT RECEMNG CHANNEL A'<CHOR
<br />POINTS, (2) #10 x 2.112. S,M,S,
<br />AT RAFTER TAilS OR" ON CENTER
<br />MAX. WITH 2" x 6. SUB FASCIA
<br />
<br />NOTCH ,>.,NGLE OPTIONAL
<br />
<br />MUST REMAIN FOR ANGLE
<br />STRENGni
<br />.. x 6" SELF MATiNG BEAM Wln1
<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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