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<br />PAN ROOF ANCHORING DETAILS
<br />EXISTING TRUSS OR RAFTER
<br />
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<br />HEADER (SEE NOTE BELOW)
<br />
<br />lIS x 91~ 6" S,M,S, (3) PER PA.N
<br />AND (1) AT RISER
<br />
<br />#10 X 1,112" S,M,S, (1) PER RAFTER
<br />OR TRUSS T NL
<br />
<br />ROOF PANEL
<br />
<br />#10 X 314" S,M,S, AT 12" ON CENTER
<br />
<br />lIS X 9/16" S,M,S, (3) PER PA.N
<br />No/D (1) AT RISER
<br />AL TERNATE CONNECTION:
<br />lIS X 1,1/4' SCREWS (3) PER PA.N INTO
<br />FASCiA 111ROUGH PAN BOXED END
<br />EXISTING FASCiA
<br />
<br />ROOF PANEL TO FASCIA DETAIL
<br />HEADER (SEE NOTE BELOW)
<br />lIS X 9/',6" S,M,S, (3) PER PA.N
<br />A.ND (1l PER RISER
<br />FOR MASONRY USE 1/4" X '-1/4' TAP-CON
<br />ANCHOR OR EQUAL AT 24' ON CENTER
<br />F\., ",'-:': ~.:E: #1( x 1,112" S,M,S,
<br />')R WOVD SC,>2NS AT 12" ON CENTER
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<br />ROOF PA....EL
<br />
<br />#8 X 91',6" S,M,S, (3) PER PA.N
<br />A.ND (1) PER RISER
<br />EXISTING HOST STRUCTlJRE:
<br />WOOD FRAME, MASONRY OR OTHER
<br />CONSTRuCTION
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />NOTES:
<br />
<br />ROOF PANELS SHALL BE ATTACHED TO 111E HEADER WITH (3) EACH #8.112"
<br />LONG CORROSION RESIST ANT SHEET METAL SCREWS WITH ~12" WASHERS,
<br />ALL SCRE....... HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET
<br />BETWEEN 111E WASHER A....D TriE PA....,
<br />PAN RIBS SHALL RECEiVE (1) EACH #8 x 112" SCREW EACH, TI-iE PANS MAY BE
<br />ANCHORED TriROUGH BOXED PA.... WITH (3) EACH #8 . l' OF THE ASOVE SCREVV
<br />TY?ES 6,ND TriE ABOVE SPECIFIED RiEl SCRE'>'.,
<br />
<br />
<br />l' FASCiA (MiNIMUM)
<br />
<br />BREAK FORMED METAL
<br />SAME nilCKNESS AS PAN
<br />(MINIMUM) ANCHOR TO
<br />FASCIA A....D RIB OF PAN
<br />AS SHOWN
<br />
<br />#8 X 314" SCREWS @ 6" OC,
<br />
<br />#8 X 112" SCREWS @ 6" O,C,
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<br />HEADER (SEE NOTE BELOW)
<br />lIS. 91',6' SMS, @ a" O,C,
<br />ROOF PA.NEL
<br />FOR MASONRY USE 1/4" X 1-1/4' T APCON
<br />ANCHOR OR EQUAL @ 24' OC,
<br />FOR 1'1'000 USE .10 X '-112" S,M,S, OR
<br />1'1'000 SCREWS@12:0,C,
<br />EXISTING HOST STRUCTURE:
<br />1'1'000 FRAME, MASONRY OR OTHER
<br />CONSTRUCTION
<br />
<br />\
<br />
<br />ALTERNATE ROOF PANEL TO WALL DETAIL
<br />
<br />NOTES: ROOF PANelS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 X 112"
<br />LONG CORROSION RESIST A....T SHEET METAL SCREWS WITH 1,'2" WASHERS,
<br />ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET
<br />BETVVl:EN niE WASHER A....D TriE PAN
<br />PAN RIBS SHALL RECEIVE (1) EACH #8.112" SCREW EACH, TriE PANS MAY BE
<br />ANCHORED TriROUGH BOXED PAN WITH (3) EACH tI8 . " OF TriE ABOVE SCREW
<br />TYPES AND TriE ABOVE SPECIFIED RIB SCREW,
<br />
<br />COMPOSITE ROOF ANCHORING DETAILS
<br />
<br />
<br />EXISTING TRUSS OR RAFTER
<br />
<br />#8.9116" SMS SPACED AT
<br />8' O,C, BOTri SIDES
<br />ROOF PANEL
<br />.10 X 1,112' S,MS, OR WOOD
<br />1'1'000 SCREW (1) PER RAFTER
<br />OR TRUSS TAIL
<br />.,0 X 3/4' S,M,S. OR 1'1'000
<br />SCREW SPACED AT 12" O,C,
<br />#8.9116" SMS SPACED AT
<br />a" OC, BOTH SIDES
<br />EXISTING FASCiA
<br />
<br />ROOF PANEL TO FASCIA DETAIL
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<br />
<br />EXISTING HOST STRUCTlJRE
<br />WOOD FRAME. MASONRY OR OTriER
<br />CONSTRUCTION
<br />tI8 x 9116" S,M,S, SPACED AT a"
<br />ON CENTER BOTH SIDES
<br />
<br />FOR MASONRY liSE ~/4" X '.1W TA?CON
<br />~.NCHOR OR EQUAL ,',T 24' O~' CENTER
<br />FOR 1'1'000 USE #10 x 1.112' S.M S, OR
<br />WOOD SCREwS AT 12' ON CE!>(,'ER
<br />
<br />ROOF PA....EL
<br />
<br />#8 x 9116" S,MS, SPACED AT a"
<br />ON CENTER BOTH SIDES
<br />
<br />NOTES:
<br />
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />WOOD STRUCTlJRES SHOULD CONNECT TO TRUSS SuTTS OR TI-lE SUB-FASCIA
<br />FRA'.I,NG IVHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE TriE TRUSS
<br />BUTTS, SUB-FASCiA AND TriOSE AREAS SHALL HAVE DOVBLE A....CHORS
<br />ALL SCREWS iNTO TriE HOST STRUCTlJRE :ShALL HAVE MiNIMU'-l 1,1,4' WASHERS
<br />OR SHALL BE WASHER HEADED SOR...~S,
<br />HEADER INSIDE DiMENSION SHALL BE EQUAL TO PANEL OR ?A."IS "1", TriE WALL
<br />TI-iICKNESS SHALL BE THE nilCKNESS OF THE ALUMINUM PA."o/ OR COMPOSITE
<br />PA."o/EL WALL TriICKNESS, HEADERS ShALL BE ANCHORED TO THE HOST
<br />STRUCTlJRE W1Tri A."o/CHORS APPROPRiATE FOR TriE MATERIAL CONNECTED TO,
<br />TI-iE ANCHORS DETAILED ABOVE ARE aASED ON A LOAD FROM 120 M,P,H, FOR
<br />SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPA.N OF THE ROOF PA....EL FROM
<br />TriE HOST STRUCTlJRE,
<br />
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<br />
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<br />
<br />#8 . 112" ALL PURPOSE SCREW
<br />@ '2' O,C,
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<br />BREAKFORI-A FLASHING
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<br />3' COMPOSITE ROOF PA."o/EL
<br />SEE SPAN TABLE
<br />
<br />FASTENING SCREW SHOULD BE A MIN,
<br />OF l' BACK FROM TriE EDGE OF FLASHING
<br />
<br />ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS
<br />
<br />1, FLASHING TO BE INSTALLED A 1.1,.'1, 6' UNDER TriE FiRST ROW OF SHINGLES
<br />2, STANDARD COIL FOR FLASHiNG IS 16" ,019 MIL. COIL
<br />3, FIRST ROW OF NAILS W1lL HAVE TO BE REMOVED TO INSTALL FLASHING PROPERLY
<br />4, FLASHING W1LL BE INSTALLED UNDER TriE FELT PAPER WHEN POSSIBLE
<br />5, HEADER WILL BE PUTTY TAPED A."o/D CAULKED EVEN TriOUGH FLASHING IS TO BE INSTALLED
<br />6, IF THE DROP FROM THE EDGE OF niE SHINGLE DOWN TO THE TOP OF THE HEADER IS MORE
<br />THAN l' THEN THE DRI? EDGE WILL HAVE TO BE BROKEN TO CONFORM TO nilS DROP
<br />7, WheN USING FLASHING TriE SMALLEST SllE HEADER AVAILABLE SHOULD BE USED
<br />12" ,03 MIL. ROLlFORM OR a' BREAKFORM 1$ BEST SUITED FOR HEADER SINCE IT KEEPS
<br />TriE FLAP LIP OF TriE HEADER BACK FROM THE EDGE OF TriE FLASHiNG
<br />8, ....'HEN SEPARATION BE1WEEN DRIP EDGE AND PA....EL FLASHiNG is REQUIRED
<br />112' SEPARATION MiNIMUM
<br />9, STRIP SEALA.'IT BErwEEN FASCIA A.'" 0 HEADER PRIOR TO INSTALLATION
<br />
<br />#10.1,112' WASHER HEAD S,M,S,
<br />TriROUGH BOX HEADER 12" O,C,
<br />iNTO HOST STRUCTlJRE
<br />
<br />NOTES:
<br />1, WHEN HOST STRUCruRE IS MASONRY
<br />USE 114' . 1-1/4' DRIVE PINS OR
<br />114' x 2,',14" TriUNDERB<X TS
<br />2, FASTEN TriE EXISTING SUB-FASCIA
<br />TO RAFTER TAilS FIRST W1TI-i
<br />.10 x 3' S,M,S,
<br />
<br />PAN ROOF ANCHORING DETAILS
<br />SEALANT
<br />E PA."1 HEADER
<br />(BREAK-FORMED OR EXT,)
<br />(;- tI8 X g.16" S,MS, (3) PER PAN
<br />tt-~ A....D(1lAT PAN RISER
<br />
<br />+
<br />
<br />RIDGE CAP
<br />HEADERS AND PA....ELS ON
<br />BOTH SIDES OF BEAM
<br />FOR GABLED APPliCATION
<br />
<br />
<br />~ PA.N OR COMP, ROOF PA."IEL
<br />AL TER.'lATE CONNECTION:
<br />#8 . 1-1/4' SCREWS (3) PER PAN
<br />INTO BEAM THROUGH BOXED
<br />END OF PA."1 ANO HEADER.
<br />ROOF PANEL TO BEAM DETAIL
<br />
<br />tI8. 91',6" S,M,S, (3) PER PAJV
<br />A....D (1) AT PA.... RISER
<br />#8 X 9/16' S,MS, (3) PER PA."1
<br />ALONG PA.... BOTTOM
<br />
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<br />i "
<br />
<br />
<br />FOR PAN ROOFS:
<br />(3) EACH #8 . 1(2' LONG S,MS,
<br />PER' 2" P^,"'EL
<br />SUPPORTING BEAM
<br />(PER TABLES)
<br />
<br />NOTE:
<br />I''HEN FASTENING PA."IELS OR PANS TO
<br />WOOD PLATES SCRE'WS SHALL HAVE A
<br />MINIMUM EMBEDMENT OF "
<br />
<br />FOR COMPOSITE ROOFS:
<br />#10. (I + 112") S,M,S, W1Tri 1,1'4"
<br />D:AME1'ER FENDER WASHERS
<br />@ 12' O,C, (LENGTri = PA....EL
<br />THICKNESS + 1')@ ROOF BEARING
<br />ELEMENT (SHQI'.N) A....D 24' O,C, @
<br />NON-aEARING ELEMENT (SIDE WALLS)
<br />
<br />ROOF PA....EL (PER TABLES)
<br />SECTION 7
<br />
<br />I
<br />
<br />
<br />lJ-
<br />
<br />ROOF PANEL TO BEAM FASTENING DETAIL
<br />
<br />(1) tI8 . 112" Wlni HEAD S,M,S,
<br />TOP OF EACH RISER
<br />
<br />
<br />BOX HEADER
<br />BEAD OF CAULKING ALONG TOP OF
<br />BOX HEADER
<br />
<br />ROOF PA....
<br />
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<br />/
<br />
<br />(3) PER ROOF PA.... tI8 . :lia'
<br />w/ HEAD S,MS, O,C, INTO BEAM
<br />
<br />(3) PER ROOF PA.... #10. l' W1Tri
<br />S,M,S, TriROUGH ROOF PA."1 A.'oID BOX
<br />HEADER O,C, INTO HOST STRUCTlJRE
<br />
<br />PAN ROOF AND BOX HEADER
<br />
<br />FLASHING 0,024 OR 26 GA GA!.V,
<br />
<br />
<br />2'.2")( 0,06" . BEAM DEPTri
<br />+ 4' ATTACH ANGLE 'A'TO
<br />F ASClA WITri 2-3/8" LAG
<br />SCREWS AT EACH A....GLE
<br />MIN, 2' . 3' X 0,050" 5MB,
<br />(4) .10 S,MS, AT EACH A....GlE
<br />EACH SIDE
<br />
<br />\, \ 'I,
<br />.IX~
<br />:;IN
<br />
<br />@
<br />
<br />J~
<br />
<br />A = I'v'1DTri REQUIRED FOR GUTTER
<br />B = OVERHANG DIMENSION
<br />
<br />I
<br />BEA'-A TO WALL COSNECTION: ;f'- A -7'
<br />
<br />(2) 2' . 2" . 0,060' EXTER."lAl Y MOUNTED ANGLES ATTACHED TO 1'1'000 WALL WI111 MINIMUM
<br />(2) 318'.2' LAG SCREWS PER SIDE OR (2) 1/4' X 2,1/4' CONCRETE A....CHORS TO CONCRETE OR
<br />MASONRY WALL ADO (1l A....CHOR PER SlOE FOR EACH INCH OF BEA'-A DEPTri LARGER THAN 3'
<br />
<br />(ALTERNATE) (1) 1,314' X 1.314' X '.314'.1/8" INTERNAl U~LlP ATTACHED TO 1'1'000 WALL I'v'1TH
<br />MIN, (3) :li8'. 2' LAG SCREWS PER SIDE OR (3) 1/4' X 2,114' CONCRETE ANCHORS TO CONCRETE
<br />OR MASONRY WALL ADO (1) ANCHOR PER SIDE FOR EACH INCH OR CONTILEVERED BEAIA
<br />DEPTri LARGER THAN 3'
<br />
<br />RECENlNG CKA.....NEL OVER BEAM
<br />ANGLE PROVIDE 0,060' SP,l.CER
<br />AT RECEIVING CHANNEL "''''CHOR
<br />POINTS, (2) .,0.2,112" S,M,S,
<br />AT RAFTER TAILS OR 2' ON CENTER
<br />MAX, WITH 2'.6" SUB FASCIA
<br />
<br />
<br />MUST REMAIN FOR ANGLE
<br />STRENGTri
<br />
<br />NOTCH A.'oIGlE OPTIONAl..
<br />
<br />2".6" SELF MATING BEA'-A W1ni
<br />(4).10 SHEET METAL SCREWS AT
<br />EACH A....GLE EACH SIDE
<br />CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAIL
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