Laserfiche WebLink
TYP. GALVANIZED (G90) <br />INTERMEDIATE RIB ROOF DECK <br />8 1/2' <br />L3x3x1 /4 CONT.- P <br />SEE ARCH. (TYP.) -� <br />WELD AFTER <br />ALL JOIST DEAD <br />LOAD IS IN PLACE > <br />3/16" � <br />3/16" <br />i <br />3/16' <br />1 <br />SLOPE <br />I E <br />MIN. PROPERTIES <br />1. THICKNESS = 22 GAGE <br />2. SECT. MODULUS <br />Sp = 0.111 IN' /FT. <br />Sn = 0.120 IN '/FT. <br />3. MOMENT OF INERTIA = 0.120 IN ' /FT. <br />4. NOMINAL DEPTH = 1 1/2' <br />5. Fy = 33 KSI <br />T /JOIST _ <br />EL. 123' -3 1/2' <br />W16 JOIST MANUFACTURER TO <br />PROVIDE A SINGLE LINE <br />OF BOTTOM CHORD BRIDGING <br />o NEAR THE FIRST BOTTOM <br />�- 14K JOIST W /EXTENDED CHORD PANEL AS REQUIRED <br />END & EXTENDED BOTT. TO RESIST WIND UPLIFT. <br />CHORD (TYP.) <br />`- L3x3xi /4 @ 24' O.C. <br />SECTION 1 <br />SCALE: 3/4' = 1' -0' <br />L3x3xi /4 CONT. - <br />SEE ARCH. (TYP.) <br />L3x3xi /4 @ 24' O.C. <br />(TYP.) <br />r i �< TYP. <br />3/ 16 <br />1/4' STIFFENER PLATE @ <br />i BRIDGING LOCATIONS <br />ti <br />Wit - <br />BRIDGING SEE PLAN <br />14K <br />r> <br />I <br />M <br />METAL DECK <br />EL. VARIES <br />SEE PLAN <br />1/4' PLATE @ <br />BROG. LOCATIONS <br />(TYP . ) <br />f4K JOIST <br />i 7- <br />W21 <br />W12 <br />SECTION 2 <br />SCALE: 3/4' = 1' -0' <br />11 IN <br />�j—<TYP. <br />TYP. <br />EL. VARIES <br />123 -7" HIGH <br />123' -1' LOW <br />�N2f <br />BACKING BAR TOP <br />6 00TT. (TYP.) <br />W12 COL. <br />(TYP. MOMENT CONN.) <br />SECTION 3 <br />SCALE: 3/4' = 1' -0' <br />nGl <br />SECTION <br />SCALE: 3/4' = 1' -0' G r44 <br />EQUIP. CURB PROVIDED <br />BY MECH. CONTR. (TYP.) <br />CONT. L3x3xi /4 4' CONC. SLAB <br />METAL DECK 2" <br />-{ TYp , METAL DECK — EL . 124' -6' 3/16 < TYP. <br />2 METAL DECK <br />SLOPE SLOPE SLOPE SLOPE .' �'-� '. ; - - - - -- - --------- - - - - -- <br />� EL. 124' -9 i/2" i <br />O <br />— EL. 123' -i" EL. 123' -3 3/8" - <br />-- _ j 8x16 CONC. BM. O <br />r 2 - 15 T. & BOT. CONT. <br />#3 TIES @ 12' O.C. - - - - -- -- - - - - - - - - - --- <br />-- <br />r • CV <br />! <br />zi <br />OK JOIST <br />PLATE-1/470 W/ PLATE-1/47x7 W/ CONT. L6x6x i/2 / <br />1/4' BENT PLATE <br />IOK JOISTS 14K JOIST 14K 8' CMU WALL (TYP.) <br />14K JOISTS - W 5 112' <br />1/2' DIA. ANC'S. 1/2' DIA. ANC'S. 3/8' GUSSET PLATE - 15 VERT. 4 4 <br />@ JOIST 3/4 ' DIA. <br />A.B. @ 18' O.C. <br />8x13 TIE BM 8x13 TIE BM <br />445 CONT. W/ 445 CONT. W/ <br />#3 TIES @ 12 O.C. #3 TIES @ 12 O.C. JL <br />SECTION 5 <br />SCALE: 3/4" = 1' -0' <br />LOADS NOT FALLING @ PANEL POINT <br />JOIST CONCENTRATES LOAD DETAIL <br />x.r.s. (: S-7 <br />SECTION r6 <br />SCALE: 3/4' = i' -0' S -9 <br />r <br />9 3/8'— <br />i <br />�r <br />L5x3x5 /i6 <br />(L.L.V.) VERIFY SIZE & LOCATION DIMENSIONS <br />OF ALL ROOF OPENINGS W/ ARCH. & <br />(PLAN) MECH. DWGS. <br />TYP. ROOF OPNG. FRMG. DETAIL D <br />SECTION _ Oi <br />N.T.s <br />SP JOIST SEE <br />PLAN (TYP.) <br />SEE PLAN <br />i� <br />it <br />ju <br />SUM09SO7 <br />D <br />c w 3 <br />r <br />o Q)� <br />D U <br />w <br />U ° <br />Z <br />H <br />u") Q <br />W ° <br />1- LL <br />H Q <br />U Q. <br />a <br />O r <br />W <br />Qcc <br />w <br />ca H <br />CD <br />z w Q <br />O co z <br />J z <br />• 'v <br />z� <br />Z UN <br />U) <br />L1J <br />C) <br />CD <br />U) <br />0 <br />H <br />C-) <br />cn <br />Li- <br />C) <br />C) <br />a <br />CD <br />Z <br />H <br />0 <br />H <br />m <br />LLJ <br />C, <br />H <br />LL <br />L– <br />CD <br />Q <br />C3 <br />H <br />M <br />LLj <br />m <br />ZD <br />cn <br />87056 <br />S -7 <br />CONCENTRATED <br />LOAD <br />y <br />(2) L'S <br />2 1/2x2 1/2x3/16 <br />AUU ANULL5 WHO <br />HANGER LOAD IS <br />GREATER THAN 150' <br />HANGER LOAD <br />JOIST REINFORCING FOR CONCENTRATED <br />JOIST. JOIST <br />SEE PLAN <br />W x SEE PLAN <br />� - I <br />N3 W3 � W* <br />(W /s : 3 V6 L3x3 <br />EL. SEE PLAN <br />50x5 /1 <br />_ L.L.V.) / I <br />zi <br />i <br />w , TYP. �- L50 <br />X I 3/16 TYP. <br />x <br />- X A I TYP. 3 i6 <br />co JOIST <br />--- i/2' DIA. HOLES JOIST <br />I A ( (TYP.) <br />- ,— OPEN I <br />I I (SECTION) <br />CANT STRIP <br />EL. 123' -1" <br />V <br />TAPER RIGED INSULATION <br />FOR DRAINAGE AS REQ'O. <br />SEE ARCH. ROOF PLAN. <br />METAL DECK <br />SEE PLAN <br />C8x 11.5 (TYP.) <br />AS REQ'D. <br />SEE PLAN E _ SEE PLAN <br />TYPICAL HP —UNIT SUPPORT <br />