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Home My WebLink AboutS-400 - TYPICAL CONCRETE DETAILSTYPICAL DETAIL OF CONCRETE COLUMN (TYP.)S3" MAX.3" MAX.U.N.O.LTSBEND BARS INTO SLAB WHEN NOT POSSIBLE FLOOR/ROOF SLAB TYPICAL DETAIL OF CONCRETE COLUMN AT UPSET BEAM OR STEP IN FRAMED SLAB COLUMN LTS(U.N.O.)COLUMN CONSTRUCTION JOINT COLUMN CONSTRUCTION JOINT FLOOR SLAB (TYP.) PLACE THIS PART OF CONC. COLUMN MONOLITHICALLY WITH BEAM AND SLAB. CONCRETE STRENGTH TO BE GREATEST OF BEAM, SLAB OR COLUMN ELEVATION PLA INTERIOR TYPICAL STUDRAIL EDGECORNER TYPICAL STUDRAIL LAYOUT D0.56D0.5D2.5D 3"1 1/2" 3" NARROW SIDE LONGSIDELONGSIDENARROW SIDE FACE OF COLUMN (TYP.) SPACED EQUALLY TO CORNERS OF COLUMNS PLACE STUDRAILS ADJACENT 10 TIMES STUD AREA HEAD AREA IS MINIMUM SEE PLAN FORSLAB THICKNESSNUMBER OF STUDS) (SEE TYPES FOR N = 1/2"Ø STUDS BASE RAIL TYPE D1: Z RAILS x Z STUDS/RAIL AS SHOWN U.N.O. (TYP.)2" CLR.(TYP.)2" CLR.(TYP.)TYPE D4: Z RAILS x Z STUDS/RAIL TYPE D2: Z RAILS x Z STUDS/RAIL TYPE D3: Z RAILS x Z STUDS/RAIL TYPE D5: Z RAILS x Z STUDS/RAIL EQUALLY SPACED (TYP.) (TYP.)SPACED EQUALLY AS SHOWN U.N.O. (TYP.) PLACE STUDRAILS ADJACENT TO CORNERS OF COLUMNS AS SHOWN U.N.O. (TYP.) PLACE STUDRAILS ADJACENT TO CORNERS OF COLUMNS (NOTE: DISTRIBUTE RAILS EQUALLY OVER EACH FACE U.N.O.) CLEAR COVER (SEE GENERAL NOTES) NOTES: 1) STUD RAILS AS MANUFACTURED BY DECON OR ENGINEER-OF-RECORD APPROVED EQUAL. 2) "D" IS THE STUD DIAMETER. 3) PLACEMENT LOCATIONS ARE SHOWN ON FRAMING PLANS. TYPE D7: Z RAILS x Z STUDS/RAIL TYPE D8: Z RAILS x Z STUDS/RAIL CLEAR COVER (SEE GENERAL NOTES) SMALL OPENING M.E.P. SLEEVE 12"Ø MAX.Ld(TYP.)2" CLR. (TYP.) (1) #5 (T&B) (TYP.) NOTE: SEE M.E.P. DRAWINGS FOR LOCATION OF SLEEVES 1 ' - 8 " 2" PLAN ADDITIONAL INSIDE CORNER (2) #5 x 5'-0" 2" CLEAR FROM TOP & BOTTOM OF SLAB3"3"NOTE: NOT REQUIRED IF SLAB EDGES ARE SUPPORTED BY BEAM OR WALL. MULTIPLE SLAB D ¦D ¦D D D 2'-0" MIN. D ¦D ¦D D D ¦D ¦D D D 2'-0" MIN. D D ¦D¦D LARGE 2'-0" MIN.8"1'-6"D LARGE OUTLINE OF EFFECTIVE OPENING (TYPICAL) NOTES: 1) PROVIDE (1) #5 (T&B) TRIM BARS ALL AROUND EFFECTIVE OPENING. EXTEND BARS A MINIMUM OF Ld PAST THE EDGE OF OPENING. DIAGONAL BARS ARE NOT REQUIRED AT THESE CONDITIONS. 2) IF THE EFFECTIVE LENGTH OF AN OPENING IS GREATER THAN 3'-0", USE THE TYPICAL SLAB OPENING DETAIL FOR THE REINFORCING REQUIREMENTS. 2'-1 1 " 7"7"7"7"7"5" 5"5" 5"5" 5" 5" 5"5" 3 '-9" 8" 1 '-6" 3 '-1" 8"8"7"7"7" PLAN ADDITIONAL OUTSIDE CORNER (2) #4x8'-0" (3) #4x5'-0" TYPICAL VERTICAL CONSTRUCTION JOINT IN CONCRETE WALL TYPICAL VERTICAL CONTROL JOINT IN CONCRETE WALL 3" TYP.EQ.EQ.EQ.1 1/2" KEY 3" TYP. CUT ALTERNATING HORIZONTAL BARS AT JOINTS ON EACH FACE WHERE BARS ARE #5 OR SMALLER PROVIDE KEY WHERE CONST. JOINT OCCURS AT CONTROL JOINT INTERIOR FACE EXTERIOR FACEVERT. REINF. 3/4"x3/4" V-JOINT (SEE ARCH. DWGS. FOR SEALANT REQUIREMENTS) (TYP.) INTERIOR FACEHORIZ. REINF. VERT. REINF. (PROVIDE @ 30'-0" o/c MAXIMUM FOR EXPOSED WALLS) (NO CONTROL JOINTS IN VAULT WALLS) HORIZ. REINF. (CONT. THROUGH JOINTS) . 4" 4" 4" 3 1/ 4" .EQ.EQ.EQ.4" 4" 4" EXTERIOR FACE 3/4"x3/4" V-JOINT (SEE ARCH. DWGS. FOR SEALANT REQUIREMENTS) (TYP.) SYNKO-FLEX WATERSTOP AS REQUIRED AT VAULT WALLS NOTE: AT VAULT WALLS HORIZONTAL REINFORCEMENT AT EXTERIOR TYPICAL WALL OPENING REINFORCING (CAST IN PLACE CONCRETE 2" TYP. Ld (TYP.) 2'-0" MIN. Ld (TYP.) 2'-0" MIN. OPENING (2) #5 EACH LAYER MIN. (TYPICAL)MIN. (TYPICAL) (2) #5 EACH LAYER (2) #5 x 4'-0" EACH LAYER AT (4) CORNERS OPENING (NOTE: Ld PER TABLES FOR DEVELOPMENT LENGTH)(1) BAR DIA. OR1" MIN. CLEARANCENOTE: PLACE BARS (EACH LAYER) ON EACH SIDE OF OPENING EQUAL TO NUMBER OF BARS INTERRUPTED BY OPENING. (REINFORCING TO MATCH SIZE & NUMBER OF WALL REINF. (2) #5 MIN. TYPICAL) 2" 3/ 4 " 8 1 /4"8 1/ 4" TYPICAL MILD REINFORCED SLAB OPENING ****INTERRUPTED BARS ADDED BARS: ADD SAME DIAMETER BARS EACH SIDE OF OPENING EQUAL TO AT LEAST 1/2 TOTAL NUMBER OF INTERRUPTED BARS. (MIN. (1) #4 TOP & BOTT. EACH SIDE). INTERRUPTED BARS INTERRUPTED BARS INTERRUPTED BARS (TYPICAL UNLESS NOTED OTHERWISE ON PLAN) (2) #5x4'-0" WITHIN EACH LAYER, TYPICAL AT EACH CORNER NOTES: 1) "*" = EXTEND 2.0 Ld PAST EDGE OF OPENING. 2) HOOK ALL INTERRUPTED BARS. 3) OMIT ADDED BARS IF STANDARD BAR SPACING CAN BE PLACED ON EITHER SIDE OF THE OPENING. 4) WHERE OPENINGS ARE NEAR OR AGAINST EXTERIOR BEAMS OR COLUMNS AND ADDED REINFORCEMENT CANNOT BE EXTENDED 2.0 Ld, HOOK ADDED BARS. 1'-7" 1 ' - 4 " 1 ' - 4 " 1 '-7" TYPICAL DETAIL OF VERTICAL CONCRETE COLUMNSS (TYP.)COLUMN COLUMN 3"MAX.LTS(U.N.0.)S/2S(TYP.)SS (TYP.)COLUMN COLUMN 3" MAX.LTS(U.N.0.)LTS(U.N.0.)S/2S (TYP.)SS (TYP.)COLUMN COLUMN LTS(U.N.0.)LTS(U.N.0.)h0" (TYP.) 0" (TYP.) NOTE: IN TIED COLUMNS, THE TOTAL AMOUNT OF REINFORCEMENT IN LAPPED SPLICE SHALL NOT EXCEED A STEEL RATIO OF 8% IN ANY THREE FEET LENGTH OF COLUMN. IF STEEL RATIO EXCEEDS 8% USE LENTON COUPLERS TO CONNECT VERTICAL REINFORCING BETWEEN LIFTS.3" MAX.LTS(U.N.O.)S/20" (TYP.)S(TYP.)1 6 FLOOR SLAB ADDITIONAL (2) TIES @ BEND, MAX. SPACING 6" 3" MAX. SEE "TYPE B" WHEN OFFSET IS LARGER THAN 3" TYPE A - WHEN COLUMN IS OFFSET BY LESS THAN 3" FLOOR SLAB SEE "TYPE A" WHEN OFFSET IS LESS THAN 3" TYPE B - WHEN COLUMN ABOVE IS SMALLER THAN COLUMN BELOW BEND BARS INTO SLAB FLOOR SLAB TYPE C - WHEN COLUMN SIZE ABOVE IS LARGER THAN COLUMN BELOW ADD DOWELS IF AREA OF REINF. IN COLUMN ABOVE IS LARGER THAN COLUMN BELOW. WHEN OFFSET IS GREATER THAN h/4, SEE SPECIFIC DETAIL DOWELS SIZE AND NUMBER TO MATCH LARGER OF UPPER AND LOWER COLUMN ADD DOWELS IF AREA OF REINF. IN COLUMN ABOVE IS LARGER THAN COLUMN BELOW BOTTOM OF BEND TYPICAL CONCRETE COLUMN TIE REINFORCING DETAILS/2S (TYP.)ZS (TYP.)COLUMN COLUMN3" MAX.NOTES : 1) SIZE AND SPACING OF INTERMEDIATE TIES SHALL BE THE SAME AS TABULATED ABOVE UNLESS NOTED OTERWISE ON COLUMN SCHEDULE. 2) IF BEAMS FRAME FROM FOUR DIRECTIONS INTO COLUMN WITH TOP ELEVATIONS EQUAL, TIES MAY BE TERMINATED NOT MORE THAN 3" BELOW LOWEST REINFORCING IN THE SHALLOWEST BEAM. 3) SEE TYPICAL CONCRETE COLUMN DETAIL FOR TIE CONFIGURATIONS. 4) SEE TYPICAL DETAIL OF VERTICAL CONCRETE COLUMN REINFORCEMENT FOR ADDITIONAL INFORMATION. #5 #3 @ 10"* #6 #3 @ 12"* #7 #3 @ 14"* #8 #3 @ 16"* #9 #3 @ 18"* #10 #3 @ 18"* #11 #4 @ 18"* MAX. SPACING "S" OF COLUMN TIES FLOOR SLAB ADDITIONAL (2) TIES @ BEND, MAX. SPACING 6"* TIE SPACING NOT TO EXCEED LEAST COLUMN DIMENSION VERTICAL TIE SIZE BAR AND SIZE SPACING* ADD TIES WHERE 'Z' DIMENSION > TYP. TIE SPACING. BOTTOM OF BEND PROVIDE ADDITIONAL TIE WITHIN 6" OF START OF BEND TIE (3) TIES @ 3" @ ENDS OF ALL SPLICES TYPICAL CONSTRUCTION JOINT IN IN FRAMED 1 1/2"D/3D/3D/3D5'-0" TOP & BOTT. BARSTO RUN THROUGH JOINT ADD (1) #6 x 5'-0" FOR EACH 8" OF BEAM WIDTH (MIN. OF (2) BARS) ADD (2) #6 x 5'-0" IF NO CONT. TOP BARS BARS TO RUN THROUGH JOINT ADD BARS SAME SIZE & SPACING AS BOTT. BARS @ ® OF SPANU.N.O. ON PLAN 1 1 /2" 1 1/2"1 1 /2" 1 ' - 0 " 4" 4" 4" @ ® OF SPAN U.N.O. ON PLAN D/3D/3D/3D1'-0 " 4" 4" 4" 5'-0" TYPICAL TWO-WAY STRUCTURAL SLAB DETAIL 0.3 GREATER L1 OR L2 0.2 GREATER L1 OR L2 ADDITIONAL TOP BARS - LENGTH L1 DISCONTINUOUS END ADDITIONAL TOP BARS - LENGTH 6" MIN. 2" CLEAR L2 CONTINUOUS END 0.3 GREATER L1 OR L2 0.2 GREATER L1 OR L2 h.3 L1 - 50% .2 L1 - BAL. }ALT.50% MIN. BAL. ALT.} SEE GENERAL NOTES SEE STANDARD HOOK DETAIL SUPPORT WIDTH SEE NOTE #3 FOR ALL TOP BARS (MIN. LTS) (MIN. LTS)(MIN. LTS) NOTES: 1) ALL BOTTOM BARS MUST BE CONTINOUS OR SLPICED OVER THE SUPPORT WITH LAP SPLICE (EQUAL TO LTS). A MINIMUM OF (2) BARS IN EACH DIRECTION MUST PASS WITHIN THE COLUMN CORE AND ANCHORED AT EXTERIOR SUPPORTS. 2) SEE TYPICAL PLAN OF TOP AND BOTTOM BARS IN COLUMN STRIP DETAIL FOR MORE INFORMATION. 3) CONTINUOUS BOTTOM BARS MUST BE ANCHORED PER STANDARD HOOK DETAIL. 4) ALL TOP BARS MUST BE CONTINUOUS OR SPLICED AT MIDSPAN BETWEEN SUPPORTS WITH CLASS 'B' LAP SPLICE (EQUAL TO LTS). 0.15L SEE NOTE 1 0.15L 0.15L #5 CONT. SUPP. BAR w/ INDIVIDUAL HI-CHAIRS @ 4'-0" o/c MAX. TYPICAL PLAN OF TOP BARS IN COLUMN STRIP 1.5ta1.5ta + 3t COLUMN STRIPMIN. 3" o/c 25% TOP BARS25% TOP BARS50% TOP BARS25% TOP BARS1.5taa + 3tMIN. 3" o/c50% TOP BARS 25% TOP BARS COLUMN STRIP (MILD STEEL REINFORCED TWO-WAY CONCRETE SLAB)MAXIMUMMINIMUMMAXIMUMMAXIMUM MINIMUM MAXIMUM NOTES: 1) ALTERNATE SHORT AND LONG BARS. 2) a = COLUMN WIDTH t = SLAB DEPTH 3) PROVIDE A MINIMUM OF (2) BARS WITHIN THE COLUMN CORE IN EACH DIRECTION.1'-6"1'-6"4"1 0"4"4" 10 "4" 1 '-6" 1 '-6" 1.5t 2'-9" 1 '-6" 2 '-9" 2'-9" 1'-6" 2'-9" 7'-0" 7'-0" SHEET TITLE SHEET NUMBER KITE Realty Group 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Owner Republic Airways Holdings RATIO 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 Architect McComas/O'Donnell & Naccarato Structural Engineer Civil Engineer 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 450 East 96th Street, Suite 175 Indianapolis, IN 46240 317-580-0402 Kimley Horn 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 PROJECT NO. SHEET ISSUE SEAL | DATE COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. 450 EAST 96th STREET, SUITE 175, INDIANAPOLIS, IN 46240 (317) 580-0402 | WWW.O-N.com | Project No. 7167.0013.00 FOUNDATION PERMIT 07/08/2022 F.A. Wilhelm Construction 3914 Prospect Street Indianapolis, Indiana 46203 317-359-5411 Construction Manager Mechanical / Electrical/ Plumbing Engineer CIRCLE DESIGN GROUP 9229 Delegates Row #150 Indianapolis, Indiana 46240 BIM 360://22014-Republic Airways HQ/Republic_Garage-STRC-V21.rvt7/8/2022 3:35:47 PMS-400 TYPICAL CONCRETE DETAILS 21040.000 REPUBLIC CAMPUS - PARKING GARAGE 12195 N. Meridian St. Carmel, Indiana 46032 1 FOUNDATION PERMIT 07/08/22 07/08/22 08/09/22