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HomeMy WebLinkAboutS4001. REFER TO THE SPECIFICATIONS FOR APPLICATION OF UNIT COSTS FOR REMOVAL OF UNSUITABLE BEARING MATERIAL & REPLACEMENT W/ COMPACTED, ENGINEERED FILL 2. REFER TO THE GEOTECHNICAL ENGINEERING REPORT FOR ADDITIONAL INFORMATION RE: EXPECTED SOIL CONDITIONS, SUITABILITY OF EX. SOILS FOR USE AS ENGINEERED FILL, GROUNDWATER CONDITIONS, ETC. 1 1 2 SEE NOTEABOVE1 2 SEE NOTEABOVE1 SUITABLE BEARING MATERIAL AS DETERMINED BY TESTING AGENCY COMPACTED/ENGINEERED FILL REFERENCE 0220 OF SPECS. & GEOTECHNICAL INVESTIGATION BOTTOM/FOOTING ELEVATION SLOPE OF EXCAVATION TO CONFORM W/ APPLICABLE REQUIREMENTS OF OSHA AND/OR STATE & LOCAL CODES STRUCTURAL COLUMN OR WALL FOOTING PROPOSED GRADE NOTE: 1. REFER TO THE SPECIFICATIONS FOR APPLICATION OF UNIT COSTS FOR REMOVAL OF UNSUITABLE BEARING MATERIAL & REPLACEMENT W/ LEAN CONCRETE FILL. 2. REFER TO THE GEOTECHNICAL ENGINEERING REPORT FOR ADDITIONAL INFORMATION RE: EXPECTED SOIL CONDITIONS, SUITABILITY OF EX. SOILS FOR USE AS ENGINEERED FILL, GROUNDWATER CONDITIONS, ETC. NOTE: MAX. DEPTH OF UNSHEATHED/UNSHORED EXCAVATION TO CONFORM W/ THE APPLICABLE REQUIREMENTS OF OSHA AND/OR STATE & LOCAL CODES STRUCTURAL COLUMN OR WALL FOOTING PROPOSED GRADE SUITABLE BEARING MATERIAL AS DETERMINED BY TESTING AGENCY LEAN CONCRETE FILL (MIN. 2,000 PSI @ 28 DAYS) BOTTOM/FOOTING ELEVATION COLUMN OR WALL FOOTING 1'-6" REFER TO M.E.P. DRAWINGS & SPECIFICATIONS FOR INFO. RELATING TO TRENCH EXCAVATION, BEDDING, AND BACKFILL FOR ANY EXCAVATION THAT MUST EXTEND BEYOND THIS LINE, SHORING MUST BE PROVIDED TO KEEP THE EXCAVATION FROM UNDERMINING THE FOUNDATIONS. 1V 1.5H NOTE: ANY SHORING SCHEME REQUIRED MUST BE SUBMITTED TO THE ENGINEER FOR REVIEW, PRIOR TO EXCAVATION. PROTECTED ZONE F.F. PER PLAN TOOL OR CHASE w/ SAWCUT SIM. TO CONTROL JOINT SLAB "t"PERPLAN8"2'-0"2'-0" 3/4" DIA. x 18" LONG SMOOT DOWELS @ 18" O.C., GREASE ONE END FOR BOND BREAK PROVIDE CONSTRUCTION JOINT IN LIEU OF CONTROL JOINT AT TERMINATION OF POUR CONTROL JOINTS SHALL BE SAWN NOT LATER THAN THE FOLLOWING TABLE, OR 16 HOURS AFTER FINAL TROWELING (WHICHEVER IS LESS), WHERE TEMP EQUALS THE AMBIENT TEMPERATURE IN DEGREES FAHRENHEIT AT THEN TIME OF FINAL TROWELING. SAWCUTTING SHALL BE SUSPENDED ONLY IF THE LARGE AGGREGATE IS DISLODGED OR LOOSENED. ALTERNATE: USE PRE-FORMED JOINT FORMER. TEMP, Fo TIME, HOURS 40 50 60 70 80 90 o o o o o o <16 14 8 1/2 5 1/2 4 3 SLAB "t"PER PLAN1/8" W. X 1/4 SLAB "t" IN UNEXPOSED AREAS WHERE JOINTS WILL NOT BE FILLED. 1/4" W. X 1/4 SLAB "t" WET SAWCUT -SEE TABLE BELOW SLAB "t"PER PLANVAPOR RETARDER/BARRIER COMPACTED GRANULAR DRAINAGE FILL PROOF-ROLLED & VERIFIED SUBGRADE 1. SEE PLAN, NOTES, AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS SUCH AS FINISH, JOINTING, CURING, ETC. 1'-0" MIN. 1'-0" MIN. 1'-0" MIN. 1'-0" MIN. 1'-0" MIN.8" 8"F.F. PER PLAN F.F. PER PLAN F.F. PER PLAN F.F. PER PLAN F.F. PER PLAN F.F. PER PLAN DEPTH OF RECESS/STEP OR DEPRESSION DEPTH OF RECESS/STEP OR DEPRESSION DEPTH OF RECESS/STEP OR DEPRESSION + SLAB THICKNESS FORMED KEYWAY CONCRETE SLAB ON GRADE PER PLAN FORMED KEYWAY CONCRETE SLAB ON GRADE PER PLAN CONCRETE SLAB ON GRADE PER PLAN 2" MAX.REFER TO ARCH. PLANS & ROOM FINISH SCHEDULES FOR LOCATION, & DEPTH OF RECESSED SLABS. 1. "H" DENOTES HEIGHT OF STEP AS SHOWN ON PLAN. NOTES: 2. "D" DENOTES FOOTING DEPTH, REFER TO PLANS AND SECTIONS. NO. AS TRENCH FTG. REINF. IN SAME SIZE & o40 VARIESCUT SLOPE STEPPED 40 o T/TRENCH FOOTING EL.-REF. PLAN MIN. "D""H""D" LOOSE INSULATION PIPE DIAMETER PIPE SLEEVE 3" LARGER THAN PER SECTIONS CONTINUOUS TRENCH FOOTING REINF. 1. REFER TO PLUMBING DRAWINGS FOR INVERT ELEVATION OF ALL UNDERGROUND PIPING. 2. PROVIDE THIS DETAIL WHERE A PENETRATION THROUGH A TRENCH FOOTING IS UNAVOIDABLE. 3. NO SLEEVES IN COLUMN PIERS OR FOOTINGS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. NOTES: COVER ALL AROUND, STEP TRENCH FOOTING MAINTAIN MIN. 6" OF CONCRETE SIM. TO FTG. WHERE MIN. 6" CAN'T BE MAINTAINED TYPICAL U.N.O.TRENCH FOOTINGSECOND POUR 30 BAR DIA. FIRST POUR TYPICAL U.N.O.TRENCH FOOTINGNOTE: DO NOT SPLICE TRENCH FOOTINGS WITHIN 8' OF A STEEL COLUMN. LOOSE INSULATION PIPE DIAMETER PIPE SLEEVE 3" LARGER THAN PER SECTIONS CONTINUOUS TRENCH FOOTING REINF. COVER ALL AROUND, STEP TRENCH FOOTING MAINTAIN MIN. 6" OF CONCRETE SIM. TO FTG. WHERE MIN. 6" CAN'T BE MAINTAINED 1. REFER TO PLUMBING DRAWINGS FOR INVERT ELEVATION OF ALL UNDERGROUND PIPING. 2. STEP BOTTOM/TRENCH FTG. AS SHOWN WHERE PIPE PENETRATION INTERRUPTS BOTTOM REINFORCING, UNLESS WRITTEN PERMISSION IS OBTAINED FROM THE ENGINEER. NOTES: 1'-3"3" CL.TRENCH FOOTING REINF. REINF. TO MATCH PROVIDE STD. 90 DEGREE HOOKS AT ENDS OF ALL BARS REINF. PER SECTIONS CONTINUOUS TRENCH FTG. 1. PROVIDE THIS DETAIL AT ALL CORNERS INCLUDING AT COLUMN PIERS MONOLITHIC W/ TRENCH FOOTINGS NOTES: VARIES-REF. PLANS &TRENCH FTG. WIDTHSPECIFIC SECTIONSPROVIDE STD. 90 DEGREE HOOKS AT ENDS OF ALL BARS PER SECTIONS CONTINUOUS TRENCH FTG. REINF. 1. PROVIDE THIS DETAIL AT ALL INTERSECTIONS INCLUDING AT COLUMN PIERS MONOLITHIC W/ TRENCH FOOTINGS NOTES:VARIES-REF. PLANS &TRENCH FTG. WIDTHSPECIFIC SECTIONS50 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 12:08:25 PM C:\Users\plock.LHB\Documents\18066-Corner Carmel-Structural_Central-19_plock.rvt LRK Project Number: 01.18066.00 S400 TYPICAL FOUNDATION DETAILS 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 NOT TO SCALE 1 OVEREXCAVATION DETAIL -COMPACTED FILL NOT TO SCALE2 OVEREXCAVATION DETAIL -LEAN CONCRETE FILL NOT TO SCALE 3 EXCAVATION LIMITS DETAILS NOT TO SCALE10SLAB CONSTRUCTION JOINT NOT TO SCALE11SLAB CONTROL/CONTRACTION JOINT NOT TO SCALE12SLAB ON GRADE CONSTRUCTION NOT TO SCALE13RECESSED SLAB DETAIL NOT TO SCALE4 STEPPED TRENCH FOOTING DETAIL NOT TO SCALE5TRENCH FOOTING SLEEVE DETAIL NOT TO SCALE7 TRENCH FOOTING CONSTRUCTION JOINT NOT TO SCALE6 TRENCH FOOTING SLEEVE DETAIL NOT TO SCALE 8 TRENCH FOOTING CORNER NOT TO SCALE9TRENCH FOOTING INTERSECTION 06.16.21 Permit Set A 07.15.21 Addendum A B 08.20.21 IFC Set 11/01/21