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HomeMy WebLinkAboutS4.10PROVIDE SUPPORT FOR SLAB EDGE a MIDPOINT 5TWN. STEEL JOISTS - SIM. TO SECTION 4/5410. /-r:7' SLAB EDGE SHEET METAL FOUR STOP 1° CLEAR U.N.O. .0 21/2 ' CONCRETE SLAB W1 IT I (L 6X6-WI.4XW1.4 W.W.F. ON 11/2 1, 22 GA. PTD. COMPOSITE METAL DECK. TOTAL It' = 41 I T/5+13-3' g 2nd 5TA IR STEEL BEAM SEE R SIZE LH STEEL JOIST -SEE PLAN FO PLAN FOR SIZE 3/4 EXT. WALL LINE '04 x &'-0` 16- O.C. "ir*T'P. GIRDER REINF. SEE 3/5409. 5ECONE!>,,FL06R +14'-01 J LH-5P (SPECIAL) STEEL 1 IL 41 JOIST TO BE DESIGNED TO SUPPORT ADDNL. WALL LOAD NOTED ON THE FR,41'-I PLAN STEEL JOIST GIRDER SEE PLAN FOR SIZE EXT. WALL LINE BENT fE 1/4 Lu/ 1/2' x ro' LONG HEADED AI CHOR51 a Iro' O.G. TTf=. U.N.O. T/BEA'M +2-l'-3' I � PROVIDE SUPPORT FOf4 SLAB EDGE g MIDPOINT 5TW4 STEEL J016T6 SIM. TO SECTION 4/6410. STEEL BEAM SEE PLAN FOR SIZE X If SHEET METAL FOUR STOP (/:51 SLAB EDGE I' CLEAR U.N.O. STEEL BEAM - ---,/ SEE PLAN FOR SIZE T/6+13-3' 2nd T/5+21-32 3rd &T,4 I 5�44FT 04e16 I O.C. —3' 0 ore STEEL E3E,4t­! - J, SEE PLAN FOR SIZE SEE PLAN /-4' SLAB EDGE Q/ T55X5X FOR S.E. IN CLEAR U.N.O. I r IN CLEAR U.N.O. 5U5,STIT SHEET METAL FOUR- STOP 4 CELL CLOSURE Ilk if% T/5+13-3' 6 2nd 176+2-1-3 10 3rd T55X5XI/4 OR SIMILAR SUPPORT OF SLAB EDGE MIDPOINTS 5TWN. JOISTS Ole STEEL JOIST GIRDER SEE PLAN FOR SIZE iL 5410 3/4' =1' -0° 5410 ' =1' -0 5410 1 0 6410 T/6+13-3' 19) 2nd T/6+2-1-3' g 3nal LH STEE ;.:::,L-,4N Fi STEEL JOI%0-1 SEE PLAN 1 INT. WALL LINE E3 EXT. WALL L 1NE 101/2 SLAB EDGE (101-00 31 11/2'EXPANSION JOINT 04616' O.C. -0 #4X12' - ©e) ION O.C. I 1 i TWO GIRDERS CENTER OVER MIN. 12 GA. FOUR STOP SIM. TO 3/64013 SECOND FLOOR +14'-0' 4 =1Z T01, COMPOSI TE STEEL BEAM SEE PLAN FOR SIZE N COPED BEAM W/ D5L L STIFFENED SEAT CONN. COPED BEAM W/ D51- L IN. W/ SLIDE BEARING 456EM5L"r OR SEAT PLATE CONFIG'N. OR SEAT PLATE CONFIG FOR BRG. ON JOIST GIRDER I DESIGNED TO ALLOW 11/2' JL FOR 5RG. ON JOIST GIRDER ADJACENT TO LH JOIST MOVEMENT IN ANY DIRECTION ADJACENT TO LH JOIST _1H STEEL JOIST -SEE STEEL BEAM SEE PLAN FOR SIZE PLAN FOR SIZE STEEL JOIST GIRDER - 3/a 0=1 1_0 5 410 SEE PLAN FOR 51ZE 3/4 -0 5410 1 J5,3 — INT. WALL LINE I r- 10l/2', SLAB EDGE 111/2 EXPANSION JOINT O.C. MIN. 12 GA. FOUR STOP 1-01 THIRD FLOOR +28 i. COMPOSITE STEEL BEAM SEE PLAN FOR SIZE STIFFENED SEAT CONN. COPED BEAM W/ D5L L 5 OR SEAT PLATE GONFIG'N. W1 SLIDE BEARING A55E!-1BLT' DESIGNED TO ALLOW 1l/2 MOVEMENT INAN1` DIRECTION 3/4' =11-0 1 5410 I � B� rol-0 EXT. WALL LINE—,_ 0 aIr =_3_170 4 O.G. THIRD FLOOR +28'-0l 7/BEAM +21'-3' STEEL 5EAt-I SEE PLAN FOR S! E COPED 5E,41-1 W1 D5L L I J, OR SEAT PLATE CONF IGN. S t--- I 7 EC0N io 0 54110 EXT. WALL LINE -EX"I'". WALL LINE 04,0121 O.C. c__p__ --- 41- 21/2 a 1-01 NOTE SPACING I EXT. WALL LINE 11/2 EXPANSION JOINT i BENT PLATE 4a' W1 1/2 DiAt-1. X* (o' MA IN ROOF +42 T/5EAM. +41 J_5,/,24 CONTIN. L&X,4x,,-2 L.L.H. L3X2XI/4 L.L.V. STIFF'S -J EACH SIDE AT COPE PROVIDE SUPPORT FOI� LOx4 a MIDPOINT 5TWN. STEFH r JOISTS COPED BEAM W/ r:)5L- I.- OR SEAT PLATE CONFIG'N. SIM. TO SECTION 4/5410. STEEL 5r=,4m 6EE-j 7 10 112 PLAN FOR 514-E 1 11 - ON -3/4 1 HEADED ANCHORS 0 12' O.C. 4 ST IFF PL 1/4 0 48' O.C. MAX. .1AIN ROOF +42'-o T/5EAM +41'-51/21 or CONTIN. 8>,4>6� L.L.H. comfooerm STEEL BEAM _ T SEE PLAN FOR SIM STIFFENED SEAT CONN. W/ 5LIZ)E BEARING DESIGNEE) TO ALLOW 111/21 MOVEMENT IN ANY DIRECTION SEAM W1 D5L L PLATE CONFiG'N. � E_c iON —04 x (ol-01 1w Iro" O.G. T*'r-F. GIRDER REINF, SEE 3/6409. STEEL 5EAt-1 SEE PLAN FOR SIZE METAL ROOF DECK r1f) m 0) rn 0- �o EDGE r cn R U.N.O. Do 4 tn 13-3' s 2nd 3n d' +-I M (Z 0 Q U) Q P-I FT .......... 11/2' EXPANSION JOINT SL 101/21 SLAB EDGE EXPANSION JOINT 1*461(o' O.C. 31-0 COVER - SEE DTL5. 4 5FIEC6. STEEL 5EAt". - SEE C_O*,'-1POSiTE STEEL PLAN FOR SIZE BEAM - SEE PLAN FOR SIZE ISECTION 3/4 I=11-0. EXT. WALL LINE SLAB EDGE 11/2 1 EXPANSION JOINT I Ir i *1 1 O.C. 31-0 SHEET METAL FOUR STOP 4 CELL CLOS. T A 1-1 STEEL 5EAt­1 SEE COMPOSITE STEEL FLAN FOR SIZE BEAM - SEE PLAN FOR SIZE cd CEJ < 0 rL a- co N z< (o cd �qq U_j 71 m Z Uj Z �0z U W L OL L IN wommol OE50 _j cm a_ 0 < c z z v�Q� W zz 10 K 5E C1, I tz]D 3i4 ° =1' -0" e cn co C\2 C-I cc co 1/2 EXPANSION JOINT- 101/2'i SLAB EDGE 2-L6 x3112x318 FOR LATERAL C+I T; SUPPORT OF STEEL 5EAr-1 o 41 DO NOT WELD OR 501-T TOI w cz cc 5E,4t-1 WEB i 41 00 49d 0 IL 0 Jul ft Sol STEEL 5E,4� 1 - SEE---- MOMENT CONNEC,1710N, STEEL 5E,4i"I - SEE PLAN FOR SIZE PLAN FOR 517E SEE DETAILS ON 5405 STIFFENED SEAT CONN. A W/ SLIDE BEARING ASSEMBLY DESIGNED TO ALLOW 11/2 FRAMING MOVEMENT !N F-A-57 SECTIONS -wEe,- DIRECTION 14 S410 3/4' =1' -0' 6410 ■