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<br />S' <br /> <br />/ <br /> <br />/ / <br />1 / <br />I <br /> <br />;18 ~ 112" All PURPOSE <br />SCREW@ 12' O.C. <br /> <br />aREAKfORM FlASHING <br /> <br />10' <br /> <br /> <br />)' COMPOSITE ROOF PANR <br />(SEE SPAN TABLE) <br /> <br />FASTENING SCREW SHOULD <br />BE A MIN. OF I' BACK FROM <br />111E EDGE OF FlASHING <br /> <br />STRIP SEAlANT BETWEEN <br />FASCIA ANO HEADER <br /> <br />NOTE: -MiEN SEPARATION BETWEEN <br />DRIP EOGE AND PANEL IS <br />LESS l1-iAN 314' THE <br />FU\SHING SYSTEM SHOWN IS <br />REQUIRED <br /> <br />ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS <br /> <br />1. FlASHING TO BE INSTALLED A MIN. 5' UNDER 111E FIRST ROW OF SHiNGlES. <br />2. STANDARD COIL FOR FlASHING IS 15' .019 MIL COIL <br />3. FIRST ROW OF NAlLS WILL HAVE TO BE REMOVED TO INSTALL FLASHING PROPERl. Y. <br />4. FlASHING WILL BE INSTALLED UNDER 111E FELT PAPER Wl-1EN POSSIBlE.. <br />S. HEADER Will BE P\JTiY TAPED ANO CAUU<ED EVEN 1110UGH FlASHING IS TO <br />BE INSTAllED. <br />S. IF 111E DROP FROM 111E EDGE OF 111E SHINGLE DOWN TO 111E TOP OF 111E HEADER <br />IS MORE l1-iAN 1'111El'-4 111E DRIP EDGE Will HAVE TO BE BROKEN TO CONFORM <br />TO 111IS DROP. <br />7. WHEN USING FlASHING THE SMALLEST SIZE HEADER AVAJlA8LE SHOUlD BE USED 12' <br />.03 MIL ROLlFORM OR 8' BREAKFORM IS BEST SUlnED FOR HEADER SINCE IT <br />KEEPS 111E FLAP UP OF 111E HEADER BACK FROM 111E EDGE OF 111E FlASHING. <br />S.MiEN SEPARATION BETWEEN DRIP EDGE AND PANEL RASHING IS REQUIRED 112" <br />SEPARATION MINIMUM. <br />9. STRIP SEAUlNT BETWEEN FASCIA AND HEADER PRIOR TO INSTALLATION. <br /> <br />(3) #10 ~ Z 112" 5.1.1.5. @ <br />RAFTER TAILS OR 2' O.C. MAX <br />WIZ' ~ 6" sua FACIA <br /> <br />MINIMUM 2')( 4' FASCIA <br /> <br /> <br />RECEIVING CHANNEL OVER <br />BEAM ANGLE PROVIDE 0.060' <br />SPACER @ RECENiNG <br />CHANNEL ANCHOR POINTS <br /> <br />NOTCH ANGLE FOR GUTTER <br /> <br />MUST REMAIN FOR ANGLE <br />STRENGTH <br /> <br />2' ~)' ~ 0.050' MIN.NI (4) <br />#10 ~ 314' S.M.S. FOR LARGER <br />BEAMS USE (BEAM DEPT1-i +1) <br />FOR NUMBER OF SCREWS <br />(SEE SECTION 9) <br /> <br />ANGLE. ANCHORS. ANO <br />RECIEVING CHANNEL PER <br />SECTiON 9 <br /> <br />CANTILEVERED BRACE CONNECTION ~ FASCIA (END VIEW) <br /> <br />PAN ROOF ANCHORING DETAILS <br /> <br /> <br />SEAUlNT <br />PAN HEADER (BREAK- <br />FORMED OR EXT.) <br /> <br />RIDGE CAP <br />HEADERS ANO PANELS ON \ <br />BOTH SIDES OF BEAM FOR <br />GABLED APf'lICA TION <br />#8 ~ 9118' TEl< SCREWS <br />@ PAN RIBS EACH SIDE ~ <br />CAUU< All EXPOSED \ <br />SCREW HEADS <br /> <br />#8 x 112" 5.1.1.5. (3) PeR PAN <br />AND (1)AT PAN RISER <br /> <br />AL TERNA TE CONNECTION: #8 <br />x 1.114' SCREWS (3) PER PAN <br />iNTO BEAM THROUGH BOXED <br />END OF PAN AND HEADER <br /> <br />:----:=::::: <br /> <br />PAN OR COMPOSITE ROOF <br />?ANEL <br />#8 x 1!2," S.M.S. (3) PER PAN <br />ALONG PAN BOTTOM <br /> <br />ROOF PANEL TO BEAM DETAIL <br /> <br />WHEN FASTENING PANELS <br />OR PANS TO WOOD PlATES \ <br />SCREWS SHAll HAVE A <br />MINIMUM EMBEDMENT OF " <br />I <br /> <br />FOR PAN ROOFS: <br />(3) EACH #8 ~ 112' LONG S.M.S. <br />PER 12' PANEL <br /> <br /> <br />FOR COMPOSITE ROOFS: <br />#10 x (I + 112; 5.1.1.5. 'IVI <br />'.114'''' FENDER WASHERS <br />@ 12' O.C. (LENGTH = <br />PANEL 1111Cl<NESS + I') <br />@ ROOF BEARING ELEMENT <br />(SHOWN) AND 24' O.C. @ <br />NON-8EAJRING ELEMENT (SlOE <br />WALLS) <br /> <br />ROOF PANEL <br />(PER T ABlJES SECTION 7) <br /> <br />SUPPORTING BEAM <br />(PER TABLES) <br /> <br />ROOF PANEL TO BEAM FASTENING DETAIL <br /> <br /> <br />BEAM TO MIN. POST <br />(SEE TABlE 1.6) <br /> <br />ANGLE (SEE SECTION 9 FOR <br />SIZE AND NUMBER OF <br />SCREWS)ANGlJELENGTH <br />EQUAL TO BRACE DEPTH <br />PlUS (+) 4' ATTACH EACH <br />ANGLE TO FASCIA PER <br />SECTION 9 <br />MINIMUM CANTILEVER BRACE <br />2' x )" ~ 0.050' OR EQUAL TO <br />POST SIZE USE (BRACE <br />DEPTH + 1) REQUIRED <br />NUMBER OF #10 ~ 9116' S. M. S. <br />EACH SIDE <br />BEAM TO WALL CONNECTION <br />(SEE SECTION 9) <br /> <br />r:s <br />'-+, <br />I <br /> <br />o 0 <br />o 0 <br />o 0 <br />o 0 <br /> <br />;: <br /> <br /> <br />o <br />o <br />o <br />o <br /> <br />:!: <br />ii: <br />-.JJ <br />a <br />w <br />~ <br />:Xl <br /> <br />o <br />o <br />o <br />o <br />I) <br /> <br />A <br /> <br />^ <br /> <br />B <br /> <br />B = OVERHANG DIMENSION <br /> <br />A 2 WIDT1-i REQUIRED FOR <br />GUTTER <br /> <br />CANTILEVERED BRACE CONNECTION TO WALL AND FASCIA DETAIL <br /> <br />(/) <br />O...J <br />Ll.Je:( <br />::z:= <br />(/)z <br />06~ (/) <br />(/)(/) ...J <br />n::Ll.JZ~ <br />~n::0f- <br />0:J-Ll.J <br />Uf-CO <br />UOr-- <br />O:JLl.JZ <br />j::n::oO <br />e:(f-o_ <br />a.(/)Of- <br />:2NU <br />(/):J Ll.J <br />f-Z (/) <br />n::_ <br />0:2 <br />a.:J <br />C!...J <br />e:(e:( <br />U <br /> <br />.1- <br />W ~ ~ <br />,""' N <br />t"l ....._ <br />u..~N <br />.... 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