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HomeMy WebLinkAboutscan-10STEEL BEAM, REFER TO PLAN CAP PLATE, REFER TO PLAN 4 1/2" HSS COLUMN, - -� REFER TO PLAN OCONNECTION DETAIL 1 1/2 = 11-01,- - - 3116 - sns - - STEEL BRACE, HSS COLUMN, STEEL BEAM, REFER TO PLAN STEEL BEAM, PL1/2"X1'-8"X5" W/ - REFER TO PLAN - REFER TO PLAN STEEL REFER TO PLAN (4) STD L BEAM WP HOLES R REFER TO PLAN EXISTING ROOF STEEL BEAM, 1' - 7 3/4" - INSULATION DREFER TO PLAN - -- �-- - -- � OF DECK - � 314 PL1/4X5X5 W/ (2) STD (4) 314" A325 BOLTS _ - * �` ; WP 3/16 o 112' HOLES. (2) 1/2"DIA STEEL BRACE —�-- _ _ - -- - - _ A325 BOLTS. - - �� - --- ANGLE, REFER TO �5 v! FRAMING SECTION ♦ =-s -- 5S5-13 <- g 1132„ 6 - - >> 31132 1 (4)1/2"DIA 314' 1314^ 1 A325 BOLTS =s= �_ -_ r - ------ STEEL BEAM, REFER TO PLAN T a (4) 3/4" A325 BOLTS STEEL BEAM, - REFER TO PLAN C.2 OCONNECTION DETAIL CONNECTION DETAIL 1 1/2 = V-011- - - -- 3116 PL1/4X6X4 W/ (2) STD - -- - -- 3/16 , - - STEEL B E AM. HOLES; (2) 3/4" 0 REFER A325 BOLTS - _ -- FRAMING SECTION COLUMN,HSS REFER TOP AN la�—r 3/16 PL1/4X6X5 W/ (2) ��� �- 3/16 STD HOLES, (2) 1/2 0 A325 BOLTS I °F STEEL BRACE. REFER TO FRAMING SECTION 11 CON-NECTION DETAIL 1 1/2 1 - 1 0 , ---- __ --- - 1/20/2020 3:08:38 PM 3 EXISTING STEEL - --- - - - - - - - -- BEAM - STEEL BEAM STEEL COLUMN v REINFORCING, BELOW, REFER TO - - REFER TO DETAIL PLAN - - - O CONNECTION DETAIL CONNECTION DETAIL 1 1/2 = 1 0 - - 4 (4) 314" A325 BOLTS 3 HSS COLUMN. REFER TO PLAN - - - - _ ._. PL1/4X04W ST 131414- �f314' WP _ (2) PL3/8X7-1/2"X4" W/ �Zi HOLES 2 D STD HOLES AND (2) 1,2 WP ) 1 0 r DIA A325 BOLTS A325 S _TS STEELaRAC7 _ R 0 - r w ` FRAMI",3 BE: ON 3/16 - 3115 » ' 1 3114" - 6 112 314" CONNECTION DETAIL 1 1 /2 )CONNECTION DETAIL - 1 0- - - - - - 1 1/2" = 1'-0" - - - t, SS5-'C� rA . (2) NEW 3/4" 3.1 - COVER PLA-S. REFER TO C LUMN SCHEDULE 3/16 --_ - 3116 1-J � �f1 - HSS COLUMN STEEL BRACE, - REFER TO PL N REFER TO 1 314" 314" FRAMING SECT ON - - QCONNECTION DETAIL 1 1/2" = 1'-01, -- - - - - NP PL1/4X4X4 W (2) STD HOLES 2) 1/2" 0 A325 BOLTS A325 BOLTS 1 1/2 VIF 1 1/2 VIF EXISTING HORIZONT _BRACE 1 1 /2 2„ 1/2" THICK X 4.5" WICE A572 EXISTING ROOF 1/2' GR 50 STEEL PLATE INSULATION AND s1/; 6 11/2 112" 6 11/2" ROOF DECK - STEEL BEAM REINFORCING, REFER TO'CETAIL ` HSS COLUMN, - � REFER TO PLAN STEEL BRACE, REFER TO FRAMING EXISTING STEEL ELEVATION " BEAM �_ _ WP STEEL SEAM - �' REINFORCING, / REFER TO DETAIL PL1/4X5X5 W/ (2) - - STD HOLES, (2) 1/2" 0 A325 BOLTS �• 12 CONNECTION DETAIL EXISTING STEEL - BEAM PL1/2"X4.5"X4.5" A572 GR 50 STEEL PLATE, TYP EACH SIDE OF BEAM 1 6" OC TYP 1/2 4 1/2 ""e" X(2) NEW 5/16"ANGLES SE j� EXISTING BOLT HOLES TRUSS AND BRACE RE EE EXISTING BOLTS INTO BRACE. N -E RE'.'OVE AND REINSTALL EXISTING I_ BR CE CONNECTION AND BOLTS TO FACILITATE INSTALLATION OF PLATE. DE -AIL NOTE: SHOP WELD PLATES TC CHANNELS AS NECESSARY TO A' ERECTION, MIN 1" LONG X 3/16" FI'__ET WELD STEEL BRACE, -- REFER TO PLAN STEEL BEAM, -- REFER TO PLAN 4) 314" A325 BOLTS -- HSS BEAM, REFER To PLAN CONNECTION DETAIL 5 - STEELBRA-E -- REFER TO PL='J PL1/4"X3"X3 W/ _ STD HOLES, i2) 1,= A325 BOLTz STEEL BEAN' REFER TO PLAN STEEL BEAM, REFER TO PLAN >1 (4) 3/4" A325 BOLTS 10 CONNECTION DETAIL 3 1 3/8" VIF 2" VIF 1 2" THICK X 4.5" WIDE A572 GR 50 STEEL PLATE. TYP 1/2' y1 1/2 EACH SIDE OF BEAM (2) NEW 3/4" A325 BOLTS EXISTING HORIZONTAL BRACE 2) NE,V 5/16" ANGLES USE EXIS" 'JG BOLT HOLES IN - - TRUSS AND BRACE REUSE EXIST `.G BOLTS INTO BRACE. �'JT EXISTING COPED BEAM - AS NECESSARY TO - REMC . E EXISTING BRACE =ACILIATE INSTALLATION OF CONNE 710N AND BOLTS TO PLATE FACILI"=TE INSTALLATION OF PLATE O3 TYPICAL_ R_ EINFORCING CHANNEL SPLICE CONNECTION DETAIL - 1 1/2"=1'-°" IS 1 1 21' = 1 1-01, TYPICAL REINFORCING CHANNEL SPLICE CONNECTION -- CTION DETAIL INC.THIS AND CMAY NOT BE USED, UMENT IS THE O COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. PROJECT 5 SULLIVAN BROTHERS CONVENTION CENTER PENTHOUSE CHILLER I WATERLOO IOWA REVISION SCHEDULE --- _ DATE - _ - DESCRIPTION - - BY - - PROJECT NO. 19-23141 FILE NAME FILE NAME DRAWN BY BMN DESIGNED BY MCZ REVIEWED BY JEH ORIGINAL DATE 01/20/2019 CLIENT PROJECT NO. TITLE STRUCTURAL FRAMING SECTIONS AND DETAILS SHEET 5S5-13