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HomeMy WebLinkAboutS531REF. NOTE 1 PLACEMENT TIES (REF. NOTE 2) CONCRETE COLUMN SIZE PER PLAN & SCHEDULE REINF. PER CONCRETE COLUMN SCHEDULE PROVIDE STD. 90 DEGREE HOOK ON DOWELS OR 3" CLR. FROM EDGE OF FTG. WHERE HOOK LENGTH IS LIMITED BY FTG. SIZE. TYPICAL TIE SPACING PER SCHEDULE PROVIDE (2) TIES W/IN SLAB DEPTH, TYP. HOOKED BARS, SIZE & NO. TO MATCH COLUMN VERTICALS CIP CONCRETE COLUMN NOTES: 1. PROVIDE FOOTING DOWELS THE SAME SIZE AND SPACING AS VERTICAL COLUMN REINFORCEMENT. 2. PROVIDE ADDITIONAL PLACEMENT TIES SPACED 12" ON CENTER WHEN FOOTING THICKNESS EXCEEDS 3'-0". 3. INCREASE CONCRETE COVER WHERE COLUMNS ARE EXPOSED TO THE WEATHER. REF. CONC. COVER TABLE ON S-001.8" 4" SCHED.REF. FTG. CLEAR HEIGHT OF COLUMNREF. PLAN TIES, TYP. 1 1/2" CLR. TO CLASS 'A' TENSION LAP SPLICE LENGTH(5) TIES @ 1/2 OF TYPICAL TIE SPACING (5) TIES @ 1/2 OF TYPICAL TIE SPACING FOOTING SIZE AND REINF. PER SCHEDULE CIP PT SLAB, SEE DETAILS 15/16 THIS SHEET FOR ADDTIONAL INFO. AT COLUMNS FINISHED FLOOR PER PLANAGGREGATE PIER BY SUPPLIER, TYP. SEE ARCH. DWGS. FOR PIT DIMENSIONS (V'FY w/ ELEV. SUPPLIER) 8" 8" 1'-0"5'-0" ELEVATOR PITVERIFY w/ ELEVATOR SUPPLIERFORMED KEYWAYPIT/BASE REINFORCING #4 @ 12" O.C. EACH WAY TOP & BOTTOM COLD-JOINT WATERSTOP AT TOP & BOTTOM OF WALL 8" C.I.P. CONCRETE WALL w/ #4 @ 12" O.C. EACH WAY 24" #4 x 24"@ 16" O.C. CONCRETE SLAB ON GRADE PER PLAN SHAFT WALL OR CMU BEYOND PER ARCHITECTURAL DRAWINGS 8"DETAIL AT DOOR SILL: ELEVATOR DOOR SILL SUPPORT ANGLE BY OTHERS. CONNECT TO CONCRETE w/ EXPANSION ANCHORS. ALTERNATE: PROVIDE EMBED PL 3/8 x 6 x 1'-0" W/ (2) 1/2" DIA. x 6" HEADED ANCHOR STUDS FOR FIELD WELDING OF SILL SUPPORT ANGLE. #4 CONTINUOUS AT OUTSIDE EDGE OF SLAB SLAB ON GRADE. TURN DOWN SLAB ONTO FOOTING. #4 BARS @ 24" o/cVARIES20" INSULATION PER ARCH. (3) #5 CONT. 2' - 0"VARIES20" INSULATION PER ARCH. #4 CONTINUOUS AT OUTSIDE EDGE OF SLAB SLAB ON GRADE. TURN DOWN SLAB ONTO FOOTING. 8" CMU STAIR WALL 50 South B.B. King Blvd. Suite 600 Memphis, TN 38103 901.521.1440 Drawing Name: Client: Drawn By: Checked By: Project Name: Seal Issued / RevisedDate # Issues and Revisions ©2020 LRK Inc. Drawings, written material, and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent of LRK Inc. Do not scale drawings. Use given dimensions only. If not shown, verify correct dimensions with the Architect. Contractor shall check and verify all dimensions and conditions at job site. LHB Project Number: 20097 8/20/2021 12:08:31 PM C:\Users\plock.LHB\Documents\18066-Corner Carmel-Structural_Central-19_plock.rvt LRK Project Number: 01.18066.00 S531 FOUNDATION DETAILS & SECTIONS The Corner Carmel, IN SAC PRL 116th Street & Rangeline Carmel, INThe Corner Carmel, IN •01.18066.0030 South Meridian Street, Suite 1100 Indianapolis, IN 46204 3/4" = 1'-0"1 TYPICAL CONCRETE COLUMN DETAIL 3/4" = 1'-0" 2 ELEVATOR PIT DETAIL -C.I.P. 3/4" = 1'-0"3 TYP. FOUNDATION SECTION -CMU STAIRS 06.16.21 Permit Set A 07.15.21 Addendum A B 08.20.21 IFC Set 11/01/21