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COD <br /> V co <br /> w co <br /> o� <br /> Z aC4Lu co I <br /> cox <br /> O <br /> f » CD > l_ C cc <br /> , <br /> Z 1 <br /> Q "' <br /> 2'-6- <br /> 31 -0n r-6r> 1 �" STIFFENER TYPICAL AT ALL t <br /> zce Qzzp <br /> 6'-0r, PLATES (TYP.) 1/6 STIFFENERS U.N.O. Q w <br /> 1— uj <br /> cI ` o H o <br /> V) cV y z � ao � rn <br /> Y <br /> W12x14 W12x14 MANSARD PURLIN y 0 Z _ W w <br /> T�M ,� <br /> - - — — — — — — -- - - - - - - - - - - - - - - - - - - - — - - o � w � z <br /> I 1 0 "� <br /> I O 3/16 <br /> W12x14 W12x14 V) "' M a " a <br /> C I o o _ <br /> � 9 " " �„ 4"x4"x6" BRACE <br /> 18 GA. HAT TYP. n HSS 3x3 xg <br /> RAFTERS @ - - - - - - - I - - - - - - - - - - _ - POSTS (TYP.) TAB PLATE (TYP.} <br /> 48" O.C. MAX. 3"x3"xq" ANGLE l o <br /> 3 BRACES, TYP. - - I <br /> 2.5 2.5 1 (34) PLACES A I ( - - A �1 3"x3"xq" ANGLE BRACES o <br /> 1 WITH 4"O A307 BOLT AT F o f <br /> 1.5 1.5 - - - - - - - - I � - - - - - - - - - - - - - _ - w <br /> B BOTH ENDS (TYP.) z o <br /> cs3 W12x14 _.I'— W12x14 __I' To 1 w o <br /> 3/16 <br /> 14 o R a Q <br /> cs3 <br /> 11 ' 22 GA. HAT 1- - - I <br /> -- o g <br /> CHANNELS @ 24" O.C. W12x14 1 W12x14 - - t PURLIN OR BEAM <br /> MAX. WITH (2) SCREWS o v <br /> PER PLAN <br /> PER SUPPORT (TYP.) <br /> 14 GA. HAT HIP RAFTER, HSS 3"x3"x$" BRACE SECTION C— C <br /> ATTACH 18 GA. HAT RAFTERS B POSTS (TYP.) <br /> SCALE: 3/4"=1'-Q" <br /> WITH MIIN. (2) #12 TEK SCREWS a <br /> U) <br /> w <br /> ~ z <br /> z nwlr <br /> O Ivo <br /> FRAMING PLANo <br /> SCALE: 1/8"=1'_0 J WwEj� zo <br /> m W 0 Y <br /> O ILO <br /> r y <br /> < V) <br /> 00 <br /> ti <br /> 0 <br /> N <br /> C13 <br /> 0 <br /> � H <br /> U <br /> O <br /> 0 00 0 <br /> w W Q U <br /> 6 z ch U ti <br /> z <br /> 6"t 10'-O" 6"± 10'-0" o� `yb� <br /> s 38 <br /> METAL ROOF PANEL METAL ROOF PANEL <br /> (BY OTHERS) (BY OTHERS) m = <br /> 3 a c v <br /> w w <br /> 3 12 2.5 2.5 18 GA, HAT RAFTERS 12 aco <br /> 2.5 1 2.5 18 GA. HAT RAFTERS cs3 » o <br /> @ 48 O.C. MAX. CS3 <br /> 1.5 1.5 @ 48" O.C. MAX. 1.5 1.5 e o <br /> 1» �„ 12 0 4' STIFFENER w - <br /> 12 0 4 STIFFENER 1- 22 GA. HAT CHANNELS <br /> 12" 22 GA. HAT CHANNELS 4 8 �— PLATE (TYP.) _ 2 4.8 PLATE (TYP.) » „ 1" <br /> o @ 24" O.C. MAX. WITH (2) o @ 24 O.C. MAX. WITH (2) 3x3 x4 ANGLE BRACE v <br /> #12 SCREWS PER SUPPORT W8x10 1 �- #12 SCREWS PER SUPPORT W12x14 1 WITH 4'0 A307 BOLT <br /> �1 3"x3"x4" ANGLE BRACES �1 AT BOTH ENDS (TYP.) <br /> s COPE BEAM TO 1/6 z o <br /> / WITH 3 0 A307 BOLT AT t» » r, <br /> 4 SUPPORT W12x14, USE 1" CAP PLATES WITH 4 x4 x6 BRACE <br /> 4 CAP PLATES WITH BOTH ENDS (TYP.) (4) 4'� A3Q7 BOLTS W12x14 4 3 TAB PLATE (TYP.) w w > <br /> (4) 3% A307 BOLTS (4) a°0 A307 BOLTS w Lij <br /> W8x10 (TYP.) /1s w <br /> 1/a x3xz <br /> x4"x6" BRACE <br /> HSS 3"x3"x1" 1" BASE PLATES <br /> a" r; Q <br /> 8 4 TAB PLATE (TYP.) � ° <br /> 1 4 BASE PLATES WITH � u, <br /> POSTS (TYP.) WITH (4) J"O + W1430 BEAMS z a <br /> A307 BOLTS 3/s �� (4) 4"0 A307 BOLTS o <br /> L a w <br /> Li <br /> © o PLATES 4 TYPICAL AT ALL i o <br /> 0 1 \ 1" STIFFENER F- W LAJ <br /> W12x19 PURLINS 4 3„ TPLATE (TYP.} 1/8 STIFFENERS U.N.O. B to <br /> 64 WIDE_ a v o <br /> a <br /> 4" STIFFENER �/$ { CALERS u.N.G. 1 W12x19 PURLINS 3 20 GA. <br /> FASCIA FRAME, PLATE (TYP.) 3 20 GA. FASCIA FRAME, COPE PLATE m <br /> DECK PANEL AROUND BEAM WEB DECK PANEL <br /> SEE DETAIL 1 } <br /> SEE DETAIL 2 2'-6" 6'-0" SHEET CS3 °' w 00 <br /> U Q o <br /> SHEET CS3 i 6 1 <br /> -0 <br /> 2 -6 = 3 = vLU <br /> Ir <br /> MANSARD SECTION A— A MANSARD SECTION B — B JOB NO. <br /> SCALE: 3/4"=1'-Q" SCALE: 3/4"=1'-0 18- 1662R1 <br /> DWG. NO. <br /> s <br /> CS2 <br /> OF 3 SHEETS <br />