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v <br />c C] a <br />L L <br />p U <br />1 ,_ 4 r <br />SEE ARCH. DWG'S. <br />1/4' BENT PLATE <br />CONTINUOUS <br />L3x3xi /4 @ 24' O.C.- - <br />3 5/8' METAL STUDS <br />SEE ARCH. DWGS. <br />TYP. >---- <br />1/2' PLATE TOP <br />& BOTT. (TYP.) <br />TYP. METAL FLOOR DECK (COMPOSITE, GALVANIZED G90) <br />MIN. PROPERTIES <br />1. MIN. THICKNESS = 22 GAGE <br />2. SECT. MODULUS = SN = 0.189 IN ' /FT. <br />3. MOMENT OF INERTIA = 0.149 IN ' /FT. <br /><TYP 4. NOMINAL DEPTH = 1 1/2' SEE ARCH. DWG'S. <br />3/16' 5. FY = 33 KSI <br />2' 2 -12 <br />W.W.F. EL 112' -8' <br />3 5/8' METAL STU <br />SEE ARCH. OWG'S. <br />• -W i6 <br />�-- <br />COL. BEYOND <br />{ {I <br />I I II W24 <br />SECTION 1 <br />SCALE: 3/4" = i' -0' S -5 <br />{ rr M <TYP. <br />W.W.F. <br />��^ <br />p —<TYP. <br />EL. ii2' -8" <br />II II <br />W16 -- _� <br />PLATE N.S. W/ <br />13/16' DIA.x2' LG. <br />SLOTTED HOLES (TYP.) <br />i <br />� -Wi6 W21 <br />i� BACKING BAR TOP <br />6 BOTT. (TYP.) <br />�- -< TYP. <br />(TYP. MOMENT CONN. DETAIL) <br />SECTION 4 <br />SCALE: 3/4' = 1' -0' ( 9SI-5 <br />EL. 112' -8' <br />1/4" TEE <br />W/ 3/4" <br />3/8' SHI <br />c� <br />z <br />'v °- <br />1 U <br />0 <br />0 <br />m <br />SECTION <br />SCALE: 3/4' = 1' -0" <br />8' CMU WALL <br />BEYOND <br />CONT. L3x3xl /4 W/ 1/2' DIA. <br />EXPANSION ANCHORS @ 24' O.C. <br />Sxl6 CONC. BM. <br />2 - 15 CONT. W / #3 <br />TIES @ 18' O.C. <br />8" CMU <br />8x8 PRECAST <br />LINTEL <br />8' CMU WALL <br />BEYOND <br />6 <br />S -5 <br />EL. 112' -8' <br />v <br />SECTION 2 <br />SCALE: 3/4' = i' -0" S -5 <br />1.1 1.1 r- <br />421 <br />SECTION 5 <br />SCALE: 3/4' = f' -0' S -5 <br />3/8' BE <br />(TYP.) <br />DETAIL <br />SCALE: I = 1' -0' S -5 <br />4. DETAIL (TYP.) <br />i <br />SECTION 7 <br />SCALE: 3/4' i' -0' S -5 <br />TYP. <br />JT PLATE CONT. <br />W.W.F. v <br />EL. ii2' - 8' <br />Wi6 W16 <br />L3x3xi /4 @ 24' O.C. <br />L3x3xl /4x1' - 5' LG. <br />@ 24' O.C. <br />EL. ii2' -8" <br />4 <br />R M.C. DETAIL'S SEE 3 S _ 5 <br />„1'Y VVL. <br />SEE ARCH. DWG'S. M� <br />1/4' BENT PLATE W • W • F • EL. 112'-8' <br />V <br />CONTINUOUS <br />3 5/8' METAL STUDS <br />SEE ARCH. DWG' S. - I I I I <br />I I <br />I I <br />L3x3xi /4 @ 24' O.C. <br />I <br />L3x3xl /4x1' - 5' LG. I I <br />@ 24' O.C. I <br />{ <br />W i 6 W33 <br />COLUMN M.0 <br />BACKING BAR <br />TOP & BOTT. <br />(TYP. MOMENT CONN. DETAIL) <br />SECTION 3 <br />SCALE: 3/4' = 1' -0' S -5 <br />SEE DETAIL <br />- L3x3xl /4 W/ 1/2' DIA. <br />EXP. ANC'S. @ 24' O.C. <br />(TYP.) <br />8r <br />2nd FLOOR ST AIR "B" PLAN <br />SCALE'. f /a' 0 — <br />co <br />m <br />X <br />co <br />3 <br />'v <br />I <br />!0' -0' <br />L3x3xl /4W/ 1/2' DIA_ 1,_6r ll -2� 4" SEE DETAIL A <br />EXP. ANC , S. @ 24 ' O.C. S -9 <br />(TYP.) — °D <br />I I t <br />1 - <br />MC 12x 10.6 <br />r <br />8 4'_2r 4' -2" 8' <br />. MC 12x10.6 <br />C> - <br />- <br />. _ S -9 •� i <br />1 n <br />S -g io x -- <br />` 1 <br />• x m • <br />MC 12xi0.6 S <br />cv . •.: - — <br />�, T ao <br />1 3 • <br />S -9 I { <br />B <br />X <br />N SEE DETAIL �`' <br />o , <br />3 S -9 <br />in <br />2nd FLOOR STAIR "A" P LAN <br />SCALE: 1/4' = i' -0' <br />Z o (D <br />H <br />N O Q <br />N mcr. <br />dD J <br />H " <br />U CL <br />O <br />N <br />acc <br />w <br />ca Z <br />CD w a <br />O zz <br />J ►-, a <br />• J t3 <br />(' N <br />• Z �+ <br />y U N <br />4 <br />U) <br />G <br />U <br />U <br />LLJ <br />() <br />CD <br />U <br />Ll- <br />0 <br />Z <br />0 <br />W <br />U) <br />_y } <br />87056 <br />S _5 <br />SUMO6S05 <br />