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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 />IIa ~ 9/'6" S,MS. (3) PER PAN
<br />AND (1) AT RISER
<br />
<br />#10 ~ 1.\'2" S.M.S. (1) PER RAFTER
<br />OR TRUSS TAIL
<br />ROOF PA....EL
<br />
<br />#10 ~ 314" S.M,S,,4,T '2' ON CENTER
<br />
<br />IIa ~ 9/16" S,M.S. (3) PER PA....
<br />AND (I) AT RISER
<br />AL TERNA TE CONNECTION:
<br />IIa ~ '.\14" SCREWS (3) PER PA.'< INTO
<br />FASCIA THROUGH PAN BOXED ENO
<br />EXISTING FASCIA
<br />
<br />ROOF PANEL TO FASCIA DETAIL
<br />
<br />
<br />HEADER (SEE NOTE BELOW)
<br />IIa ~ 9/1 6" S,M,S. (3) PER PAN
<br />AND (') PER RISER
<br />FOR MASONRY USE 1/4" ~ '.1/4" TAP-CON
<br />ANCHOR OR EQUAl AT 24" ON CENTER
<br />FOR "000 V:;E #'0 ~ 1.1/2" S,~.s,
<br />OR Wvl)D SCREV,rs AT '2" ON C;;:NTER
<br />ROOF PA....EL
<br />
<br />IIa ~ 9116" S,M,S. (3) PER PAN
<br />AND (1) PER RISER
<br />EXISTING HOST STRUCTURE:
<br />WOOD FRAME, MASONRY OR OTHER.
<br />CONSTRUCTION
<br />ROOF PANEL TO WALL DETAIL
<br />
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<br />
<br />ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH IIa ~ '12'
<br />LONG CORROSION RESISTANT SHEEt METAl SCREWS W\TH Il2" WASHERS.
<br />All. SCREW HEADS SHALL BE CAUU<ED OR SHALL HAVE NEOPRENE GASKET
<br />BETWEEN THE WASHER AND THE PAN.
<br />PA.N RIBS SHALL RECEIVE (1) EACH 118 x \12" SCREW EACH. THE PANS MAY BE
<br />ANCHORED THROUGH BOXED PAN WITH (3) EACH IIa ~ \" OF THE ABOVE SCREW
<br />TYPES AND THE ABOVE SPECiFIED RIB SCREW,
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<br />'" FASCIA (MINIMUM)
<br />
<br />BREAK FORMED METAl
<br />SAME THICKNESS AS PAN
<br />(MINIMUM) ANCHOR TO
<br />~ASCIA AND RIB OF PAN
<br />AS SHOWN
<br />
<br />IIa x 314" SCREWS @6"0.C.
<br />
<br />r-- IIa x '12' SCREWS @ 6" O,C.
<br />I
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<br />
<br />HEADER (SEE NOTE BELOW)
<br />IIa ~ 9116" S,M,S. @ 8" OC.
<br />ROOF PANEL
<br />FOR MASONRY USE 1/4" X \.1!4" TAPCON
<br />ANCHOR OR EQUAl @ 24' O,C.
<br />FOR WooO USE #'0 ~ '.'12" S,M.S. OR
<br />WOOD SCREWS @ '2: O.C.
<br />EXISTING HOST STRUCTURE:
<br />WOOD FRA'AE, MASONRY OR OTHER
<br />CONSTRUCTION
<br />ALTERNATE ROOF PANEL TO WALL DETAIL
<br />
<br />NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH IIa X 112"
<br />LONG CORROSION RESiSTANT SHEEt METAl SCREWS WITH 1/2" WASHERS.
<br />All. SCREW HEADS SHALL BE CAULKED OR SHAlL HAVE NEOPRENE GASKET
<br />BErwEEN THE WASHER A.~D THE PAN.
<br />PAN RIBS SHALL RECEIVE (I) EACH 118 ~ 1/2" SCREW EACH, THE PANS MAY BE
<br />ANCHORED THROUGH BOXED PAN WITH (3) EACH IIa ~ \" OF THE ABOVE SCREW
<br />If PES AND THE ABOVE SPECIFIED RIB SCREW.
<br />
<br />COMPOSITE ROOF ANCHORING DETAILS
<br />
<br />
<br />EXISTING TRUSS OR RAFTER
<br />
<br />118 ~ 91'6" 5MS SPACED AT
<br />8" OC, BOTH SIDES
<br />ROOF PANEL
<br />#10 X '.\12" S.M.S. OR WOOD
<br />WOOD SCREW (1) PER RAFTER
<br />OR TRUSS TAIL
<br />#'0 X 3/4' S.M.S. OR WOOD
<br />SCREW SPACED ,4,T \2" OC.
<br />IIa ~ 9/\ 6" SMS SPACED AT
<br />8' O.C. BOTH SIDES
<br />EXISTING FASCIA
<br />
<br />ROOF PANEL TO FASCIA DETAiL
<br />
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<br />
<br />
<br />EXISTING HOST STRUCTURE
<br />WOOD FRAME. MASONRY OR OTHER
<br />CONSTRUCTION
<br />118 ~ 9116" S.M.S, SPACED AT 8"
<br />ON CENTER BOTH SIDES
<br />
<br />FOR ~.ASONRY USE 1/4" X 1.IlI' T,.6J>CON
<br />ANCHOR OR ;:QUAL AT ~4' UN ~(NT't:.f..'
<br />FOR WOOD USE #'0 ~ \.\12" S,M,S. OR
<br />WOOD SCREWS AT , 2" ON CENTER
<br />
<br />ROOF PA....EL
<br />
<br />118 ~ 91'6" S.M,S. SPACED AT 8"
<br />ON CENTER BOTH SIDES
<br />
<br />NOTES:
<br />
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA
<br />FRAMiNG WHERE POSSIBLE ONLY \ 5% OF SCREWS CAN BE OUTSIDE THE TRUSS
<br />BUTTS. SUB-FASCIA AND THOSE AREAS SHAlL HAVE DOUBLE ANCHORS.
<br />AlL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINiMUM '.1/4" WASHERS
<br />OR SHALL BE WASHER HEADED SCREWS.
<br />HEADER INSIDE DIMENSION SHALL BE EQUAl TO PANEL DR PANS "1". THE WAlL
<br />THICKNESS SHALL BE THE THICKNESS OF THE AlUMINUM PAN OR COMPOSITE
<br />PANEL WAlL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST
<br />STRUCTURE W1TH ANCHORS APPROPRIATE FOR THE MATERIAl. CONNECTED TO.
<br />THE ANCHORS DET,4,ILED ABOVE ARE BASED ON A LOAD FROM '20 M.P.H. FOR
<br />SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM
<br />THE HOST STRUCTURE.
<br />
<br /> T'--- 6' - .' 10' r
<br /> 118 ~ '12" AlL PURPOSE SCREW
<br /> @ '2" OC.
<br />uJ
<br />Cl: BREAKFORM FlASHING
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<br /> FASTENING SCREW SHOULD BE A MIN. ----.J /
<br /> OF " BACK FROM THE EDGE OF FI-"'SHING /
<br /> 3' COMPOSITE ROOF PANEL /
<br /> SEE SPAN TABLE
<br />
<br />
<br />
<br />ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS
<br />
<br />I. FlASHING TO BE INST AlLEO A MIN. 6" UNDER THE FIRST ROW OF SHINGLES
<br />2. STANDARD COil FOR FLASHING IS '6" .0'9 MIL COIL
<br />3. FIRST ROW OF NAILS WilL HAVE TO BE REMOVED TO INSTAlL FlASHING PROPERLY
<br />4. FlASHING WILL BE INSTALLED UNDER THE FELT PAPER WHEN POSSIBLE
<br />5 HEADER WILL BE PUTTY 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 1" THEN THE DRI? EDGE WILL HAVE TO BE BROKEN TO CONfORM TO THIS DROP
<br />7, WHEN USING FlASHING THE SMALLEST SIZE HEADER AVAILABLE SHOULD BE USED
<br />'2" ,03 MIL. ROLLFOR....... OR 8" BREAKFORM IS BEST SUITED FOR HEADER SINCE iT KEEPS
<br />THE FlAP UP OF THE HEADER BACK FROM THE EDGE OF THE FlASHING
<br />8, WHEN SEPARATION BErwEEN DRIP EDGE AND PANEL FlASHING IS REQUIRED
<br />'/2" SEPARATION MINIMUM
<br />9. STRIP SEAl..ANT BETWEEN FASClA AND HEADER PRlOR TO INSTAll-"'TION
<br />
<br />#'0 ~ 1-112" WASHER HEAD S.M.S.
<br />THROUGH BOX HEADER '2" O.C.
<br />INTO HOST STRUCTURE
<br />
<br />NOTES:
<br />I. WHEN HOST STRUCTURE is MASONRY
<br />USE '/4' X '.1/4' DRIVE PiNS OR
<br />li4" X 2.1/4" THUNOERBOl TS
<br />2. FASTEN THE EXISTiNG SUB-FASCIA
<br />TO RAFTER TAILS FIRST W1TH
<br />#'0 X 3" S.M.S.
<br />
<br />PAN ROOF ANCHORING DETAILS
<br />r--- SEAlANT
<br />/ _ PAN HEADER
<br />/&--' (BREAK-FORMED OR EXT )
<br />/ Ilax9-'6"SMS (3) PER PAN
<br />i-'~"'" ~1'DI'lmANR"ER
<br />
<br />
<br />
<br />~
<br />.., .". S.M.S. 131 PER PAN /
<br />AND l'l AT PAN RISER
<br />
<br />IIa ~ 9116" S,M.S. (3) PER PAN
<br />ALONG PA.... BOTTOM
<br />
<br />RIDGE CAP
<br />
<br />HEADERS A.ND PMELS ON
<br />BOTH SIDES OF BEAM
<br />FOR GABLED APPLiCATiON
<br />
<br />
<br />PA.N OR COMPo ROOF PANEL
<br />AlTERNATE CONNECTION:
<br />118 X 1.1/4' SCREWS (3) PER PAN
<br />INTO BEAM THROUGH BOXED
<br />END OF PAN AND HEADER.
<br />ROOF PANEL TO BEAM DETAIL
<br />
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<br />
<br />
<br />FOR PA.N ROOFS:
<br />(3) EACH #8 ~ '12" LO!'JG S.MS.
<br />PER 1l" F ANEL
<br />
<br />
<br />.....
<br />
<br />+
<br />
<br />NOTE:
<br />WHEN FASTENING PA.~ELS OR PANS TO
<br />WOOO PI-"'TES SCREWS SHALL HAVE A
<br />MINiMUM EMBEDMENT OF'"
<br />
<br />ROOF PA....EL (PER TABLES)
<br />SECTION 7
<br />
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<br />
<br />ROOF PANEL TO BEAM FASTENING DETAIL
<br />
<br />FOR COMPOSITE ROOFS:
<br />#'0 ~ (I + 1/2') S.M.S. W1TH 1.1/4"
<br />O\AM~ 7ER FENDER W A:i!-iERS .
<br />@ , 2" O.C. l1.ENGTH = PMEL
<br />fHICKNESS + 1'J@ROOFBEARING
<br />ELEMENT (SHOWN) AND 24' O.C. @
<br />NON-8EARING ELEMENT (SIDE WAlLS'
<br />
<br />/
<br />
<br />SUPPORTING BEAM
<br />(PER TABLES)
<br />
<br />(') IIa ~ \12" WITH HEAD S.M.S.
<br />TOP OF EACH RISER
<br />
<br />
<br />BOX HEADER
<br />BEAD OF CAULKING AlONG TOP OF
<br />aox HEADER
<br />
<br />ROOF PAN
<br />
<br />/ .
<br />~
<br />/
<br />
<br />(3) PER ROOF PN< 118 X 3/8"
<br />wi HEAD S.M,S. O.C. iNTO BEAM
<br />
<br />(3) PER ROOF PA.N #10 X I" WITH
<br />S.MS. THROUGH ROOF PN< AND BOX
<br />HEADER O.C. INTO HOST STRUCTURE
<br />
<br />PAN ROOF AND BOX HEADER
<br />
<br />FlASHING 0.024 OR 26 GA GAlV.
<br />
<br />
<br />2'~ 2"x 0,06" X BEAM DEPTH
<br />+ 4' ATTACH ANGLE "A' TO
<br />FASCIA WITH 2.3/8" I-"'G
<br />SCREWS AT EACH ANGLE
<br />MIN. 2" ~ 3" ~ 0050" S.M,B,
<br />(4) #'0 S.M.S. AT EACH A.~GlE
<br />EACH SIDE
<br />
<br />C
<br />I !
<br />t
<br />
<br />A = WIDTH REQUIRED FOR GUTTER
<br />B = OVERHANG DiMENSION
<br />
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<br />I @
<br />~- @
<br />I
<br />
<br />BEA!'" TO WALL CONNECTION: ;"-- A -/
<br />
<br />(2) 2" ~ 2" ~ 0,060' EXTERNAL Y MOUNTED ANGLES ATTACHED TO WOOD WAlL WITH MINiMUM
<br />(2) 3/8" ~ 2" LAG SCREWS PER SIDE OR (2) 1/4" X 2.114" CONCRETE A.~CHORS TO CONCRETE OR
<br />MASONRY WAll. ADO ('l ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH lARGER THAN 3"
<br />
<br />(AlTERNATE) (1) 1-314" X 1-314" X 1-3/4' X 1/6" INTERNAl. U-CUP ATTACHED TO WOOD WALL WITH
<br />MIN. (3) 3/8" ~ 2" I-"'G SCREWS PER SIDE OR (3) "4" ~ 2.1/4" CONCRETE ANCHORS TO CONCRETE
<br />OR MASONRY WAll. ADO ('l MCHOR PER SIDE FOR EACH INCH OR CONTILEVERED BEAM
<br />DEPTH lARGER THAN 3"
<br />
<br />RECEIVING CHANNEL OVER BEAM
<br />ANGLE PROVIDE 0.060" SPACER I
<br />AT RECEIVING CHANNEL ANCHOR
<br />POINTS, (2) #10 X 2.\/2" S.M.S.
<br />AT RAFTER TAILS OR 2" ON CENTER
<br />MAX. WITH 2" X 6" SUB FASCIA
<br />
<br />
<br />MUST REMAIN FOR ANGLE
<br />STRENGTH
<br />
<br />NOTCH ANGLE OPTIONAl.
<br />
<br />2" ~ 6" SELF MATING BEAM W1TH
<br />(4) 110 SHEET METAl SCREWS AT
<br />EACH MGLE EACH SIDE
<br />CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAIL
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