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HomeMy WebLinkAboutS401-TYPICAL-DETAILS-Rev.01. REFER TO THE SPECIFICATIONS FOR APPLICATION OF UNIT COSTS FOR REMOVAL OF UNSUITABLE BEARING MATERIAL & REPLACEMENT WITH 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 EARTHWORK SPECS. & GEOTECHNICAL INVESTIGATION BOTTOM/FOOTING ELEVATION SLOPE OF EXCAVATION TO CONFORM WITH 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 WITH 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 UNSHEETED/UNSHORED EXCAVATION TO CONFORM WITH THE APPLICABLE REQUIREMENTS OF OSHA AND/OR STATE & LOCAL CODES STRUCTURAL COLUMN OR WALL FOOTING PROPOSED GRADE LEAN CONCRETE FILL (MIN. 2000 PSI @ 28 DAYS) BOTTOM/FOOTING EXCAVATION SUITABLE BEARING MATERIAL AS DETERMINED BY TESTING AGENCY COLUMN OR WALL FOOTING 1' -6" REFER TO M.E.P. DRAWINGS & SPECIFICATIONS FOR INFORMATION 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. 1 1.5 NOTE: ANY SHORING SCHEME REQUIRED MUST BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO EXCAVATION. PROTECTED ZONE 12" HORIZ. LEG TYPICAL CONTINUOUS FTG. REINF. PER SECTIONS FTG. DEPTHPER SECTIONSMAINTAIN MIN. 6" OF CONCRETE COVER ALL AROUND BARS TO MATCH FTG. REINF. W/ (4) #4 TRANSVERSE BARS x FOOTING WIDTH -6" PIPE SLEEVE 3" LARGER THAN PIPE DIAMETER LOOSE INSULATION NOTES: 1. REFER TO PLUMBING DRAWINGS FOR INVERT ELEVATION OF ALL UNDERGROUND PIPING. 2. PROVIDE THIS DETAIL WHERE A PENETRATION THROUGH A WALL FOOTING IS UNAVOIDABLE. 3. NO SLEEVES IN COLUMN FOOTINGS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER. PIPE SLEEVE 3" LARGER THAN PIPE DIAMETER LOOSE INSULATION FTG. DEPTHPER SECTIONSSEE STEPPED FOOTING DETAIL CONTIN. FOOTING REINF. PER SECTIONS NOTES: 1. REFER TO PLUMBING DRAWINGS FOR INVERT ELEVATION OF ALL UNDERGROUND PIPING. 2. STEP FOOTING FOR PIPE PENETRATION THROUGH FOUNDATION WALL UNLESS WRITTEN PERMISSION IS OBTAINED FROM THE MEP ENGINEER. 3. PROVIDE PRECAST OR BOND BEAM LINTEL FOR MULTIPLE PENETRATIONS OR OPENINGS GREATER THAN 24" IN WIDTH. 1 1 1 1 .12".12" WALL FOOTING PER PLAN ENGINEERED FILL SEE FDN. PLAN & MEP DWGS FOR UNDERSLAB PLUMBING LOCATIONS AT PERIM. WALLS IF < 24"SLEEVE REQ'DLOOSE INSULATION PIPE SLEEVE 3" LARGER THAN PIPE DIA. SECOND POUR FIRST POUR 36 BAR DIA. LAP FORMED KEYWAY 1/3 1/3 1/3FTG. DEPTHPER SECTIONS(2) #5 x 3'-0" LONG AT JOINT 1'-6" 3" REINF. IN SAME SIZE & NO. AS FOOTING. LAP 36 BAR DIA. w/ FTG. REINF. SLOPE STEPPED CUT IF REQUIRED BY SOIL CONDITIONS T/F EL. -REF. PLAN "L" MIN. "D""H""D" "H""D""D"1. "H" DENOTES HEIGHT OF STEP AS SHOWN ON PLAN. 2. "L" DENOTES LENGTH BETWEEN STEPS. LAYOUT TO MAINTAIN SLOPE OF 1 VERTICAL TO 2 HORIZONTAL UNLESS NOTED OTHERWISE. 3. "D" DENOTES FOOTING DEPTH, REFER TO PLANS, SECTIONS & SCHEDULES. NOTES: 1.01.5 MAX.DOWELS TO MATCH/ALIGN w/ WALL VERT. REINFORCING REINFORCING PER CONCRETE WALL SCHDULE #3 SPACER TIE @ 48" O.C. EACH WAY T/F PER PLAN THICKEN SLAB TO 8" w/ WATERSTOP Rx CONT. CONCRETE FOOTING PER PLAN/SCHEDULE CONCRETE BASEMENT WALL CONC. SLAB ON GRADE PER PLAN EQ. EQ.SEE WALL SCHEDULE PERIMETER DRAIN PER TYP. DETAIL 1 1/2" CLR. 2" CLR.3" CLR.TYP. I.F. TYP. O.F. F.F. PER PLAN FOUNDATION WATERPROOFING SEE ARCH. SECTIONS AND SPECIFICATIONS 18" & 24" WIDE LAYER OF CLEAN SAND & GRAVEL BACKFILL AGAINST PLACE W/ A MODERATE AMOUNT OF TAMPING & COMPACTING. MAXIMUM 5% FINES BY WEIGHT. COLD JOINT WATERSTOP GRANULAR UNDERSLAB DRAINAGE FILL F.F. PER PLAN F.F. PER PLAN NOTE: DO NOTE BACKFILL AGAINST THE CONCRETE WALL UNTIL THE UPPER & LOWER SLABS HAVE BEEN CAST AND THE CONCRETE HAS ACHIEVED 75% OF ITS SPECIFIED 28 DAY COMPRESSIVE STRENGTH AS CONFIRMED BY TESTING, UNLESS THE CONTRACTOR PROVIDES A CERTIFIED, ENGINEERED BRACING DESIGN. NOTE: THICKNESS OF IMPERVIOUS SOIL "CAP" MAY BE REDUCED TO 12" BENEATH EXTERIOR WALKS AND PAVEMENTS LANDSCAPING & TOPSOIL 18" -24" IMPERVIOUS (COHESIVE) SOIL "CAP" APPROVED BACKFILL MATERIAL COMPACTED TO 90% MAX. DRY DENSITY IN ACCORDANCE W/ ASTM D-1557. INCREASE TO 95% FOR UPPER WALKS & PAVEMENT FOUNDATION DRAIN (REF. "TYPICAL FOUNDATION DRAIN DETAIL") NOTE: DO NOT BACKFILL AGAINST THE CONCRETE WALL UNTIL THE UPPER & LOWER SLABS HAVE BEEN CAST AND THE CONCRETE HAS ACHIEVED 75% OF ITS SPECIFIED 28 DAY COMPRESSIVE STRENGTH AS CONFIRMED BY TESTING, UNLESS THE CONTRACTOR PROVIDES A CERTIFIED, ENGINEERED BRACING DESIGN. F.F. PER PLAN EXTERIOR SLAB ON GRADE GRANULAR UNDERSLAB DRAINAGE FILL FOUNDATION WATERPROOFING SEE ARCH. SECTIONS AND SPECIFICATIONS 18" & 24" WIDE LAYER OF CLEAN SAND & GRAVEL BACKFILL AGAINST WALL PLACED W/ A MODERATE AMOUNT OF TAMPING & COMPACTING MAXIMUM 5% FINES BY WEIGHT. COLD JOINT WATERSTOP GRANULAR UNDERSLAB DRAINAGE FILL APPROVED BACKFILL MATERIAL COMPACTED TO 95% MAX. DRY DENSITY IN ACCORDANCE W/ ASTM D-1557. FOUNDATION DRAIN (REFER TO "TYPICAL FOUNDATION DRAIN DETAIL") F.F. PER PLAN L C CONC. SLAB PER PLAN T/SLAB PER PLAN COLUMN BASE PLATE & ANCHOR RODS -SEE DTLS. STEEL COLUMN PER PLAN SEE SCHEDULE FOR SIZE & REINF.VARIES REFERENCE COLUMN ISOLATION JOINT DETAILS IF ADJ. TO SLAB ON GRADE EQUAL EQUALSEE FOOTINGSCHEDULE EXTEND FOOTING DEPTH AS REQUIRED TO MAINTAIN MIN. 3" COVER AROUND BOTTOM OF ANCHOR BOLTS WHEN FOOTING DEPTH IS LESS THAN ANCHOR BOLT EMBEDMENT PAINT ALL STEEL BELOW GRADE w/ 2 COATS OF ASPHALTUM OR ENCASE IN MIN. 4" CONC. CL T/SLAB PER PLAN COLUMN BASE PLATE & ANCHOR RODS -REF DTLS. CONC. SLAB ON GRADE PER PLAN STEEL COLUMN PER PLAN EQ EQREF. FTG. SCHED. VARIES VARIESHOLD 2" BELOW T/PIER . . . . . (2) SPA. @ 1½" FOR #3 TIES; (1) SPA. @ 3" FOR #4 TIES (2) SPA. @ 4" FOR ANCHOR ROD DIA. ≤⅞"; (4) SPA. @ 4" FOR ANCHOR ROD DIA. > ⅞" BALANCE @ TYP. SCHEDULED MAX. SPACING HOLD 2" ABOVE T/FTG REF. FTG. SCHED. 7 5/8" 3"3 5/8" 1/2" ISOLATION MATERIAL HIDDEN BELOW DOOR THRESHOLD 3/4" DIA. x 1'-4" SMOOTH DOWEL @ 12" O.C. GREASE END IN EXTERIOR SLAB. EXTERIOR SLAB PER CIVIL/SITE DWGS. INTERIOR SLAB-ON-GRADE PER PLAN 8"#5 x (30"h+30"v) @ 12" O.C. FOUNDATION WALL & FOOTING PER PLAN & SECTIONS B/F TO MATCH EX. STEEL COLUMN PER PLAN 1/2" ISOLATION MATERIAL CONC. SLAB PER PLAN F.F. PER PLAN 8" TYP.VARIES-SEE PLAN FOR APPROX.EX. FOOTING & NEW T/PIER ELEV'S 1/2 "SP" DIMENSION NEW "SP" FOOTING SEE FTG. SCHEDULE FOR ADDNL. INFO. MIN. 5"MIN. 20 BAR DIA. VARIES CUT REBAR & DOWEL TO EX W/ 2-PART EPOXY ANCHORING SYSTEM EX. FOOTING SIZE PER PLAN NOTE: MUST BE FIELD VERIFIED C L C L PROVIDE OFFSET ANCHOR ROD PATTERN WHEN THIS DIMENSION IS LESS THAN 4" PER PLAN PER SECTIONS& SCHEDULEFTG. DEPTH5 MIN."MIN. 6" EMBEDMENT MIN. 36 DIA. LAP STEP NEW FOOTING AS REQUIRED TO PREVENT UNDERMINING EX. FOOTING OR BEARING ON PREVIOUS BACKFILL #5 DOWELS IN SAME NO. AS FOOTING REINF. EPOXY DOWEL TO EX. FOOTING REF. SPECIFIC SECTIONS & WALL FOOTING SCHEDULE EX. FOUNDATION WALL & FOOTING REF. PLAN FOR APPROX. T/FTG. ELEV. #4 x 1'-6" LONG DOWELS @ 18" O.C. w/ 2-PART EPOXY ANCHORING SYSTEM. MIN 6" EMBEDMENT NEW SLAB ON GRADE 't' VARIES PER PLAN EX. SLAB ON GRADE TO REMAIN F.F. TO MATCH EX. TURN SLAB DOWN 8" MIN. TO TOP OF EX. FOUNDATION F.F. TO MATCH EX. #4 x 1'-6" LONG DOWELS @ 18" O.C. w/ 2-PART EPOXY ANCHORING SYSTEM. MIN. 6" EMBEDMENT 1/2" ISOLATION JOINT THICKEN SLAB TO 8" AROUND PERIMETER AT EX.CONSTRUCTION EX. WALL CONSTRUCTION TO REMAIN F.F. TO MATCH EX. EX. SLAB ON GRADE TO REMAIN EX. SLAB ON GRADE TO REMAIN SEE ARCH. DEMO DWGS. WELDED WIRE FABRIC SLAB "t"PER PLANVAPOR RETARDER/BARRIER COMPACTED GRANULAR DRAINAGE FILLPROOF-ROLLED & VERIFIED SUBGRADE 1. LOCATE WELDED WIRE FABRIC IN UPPER THIRD OF SLAB. SUPPORT ON BOLSTERS, CHAIRS, OR CONCRETE BRICKS. 2. LAP WELDED WIRE FABRIC A MIN. OF ONE FULL MESH SPACING. 3. THE USE OF NYLON OR POLYPROPYLENE FIBER IN LIEU OF WELDED WIRE FABRIC AS A SECONDARY REINFORCEMENT IS PERMISSIBLE, UNLESS OTHERWISE NOTED. NOTE: FIBER MAY NOT BE SUBSTITUTED FOR W.W.F. IN SUPPORTED SLABS. 4. SEE PLAN, NOTES, AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS SUCH AS FINISH, JOINTING, CURING, ETC. 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, DEG. F TIME, HOURS 40 50 60 70 80 90 <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 F.F. PER PLAN TOOL OR CHASE w/ SAWCUT SIM. TO CONTROL JOINT SLAB "t"PERPLAN8"2 '-0" FORMED KEYWAY W/ 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 2 '-0" 7" 6" 7"8"6" MIN.2" GRANULAR DRAINAGE FILL MIRAFI 140N NONWOVEN GEOTEXTILE FILTER FABRIC #5 STONE FILTERING MATERIAL 6" DIA. CORRUGATED, PERFORATED POLYETHYLENE TUBING (ADVANCED DRAINAGE SYSTEMS, INC. OR APPROVED EQUAL). REF. CIVIL DWGS. FOR SLOPE, OUTLET, DRAINAGE STRUCTURES, ETC. WRAP BASE OF COLUMN w/ 1/2" ISOLATION JOINT MATERIAL & CAULK OUTLINE OF BASE PLATE BELOW IN AREAS SUBJECT TO HIGH MOISTURE CONDITIONS, SUCH AS BELOW GRADE APPLICATIONS, THICKEN SLAB TO 8" MIN. SUBSTITUTE A COLD-JOINT WATERSTOP FOR THE 1/2" ISOLATION MATERIAL. NOTE: THIS DETAIL SHOULD BE USED IN LIEU OF A DIAMOND OR ROUND ISOLATION JOINT TO PREVENT TELEGRAPHING THROUGH FINISH FLOOR MATERIALS SUCH AS THIN-SET TERRAZZO, CERAMIC TILE, VINYL TILE, ETC. SOME MINOR RANDOM SHRINKAGE CRACKS SHOULD BE ANTICIPATED. SLAB CONTROL JOINTS -SEE GENERAL NOTES, DTL. THIS SHEET, & FDN. PLAN FOR LOC'N. SLAB CONTROL JOINTS -SEE GENERAL NOTES, DTL. THIS SHEET, & FDN. PLAN FOR LOC'N. COLUMN BLOCKOUT SECONDARY POUR2 '-0" ORAS REQ'D.WRAP BASE OF COLUMN w/ 1/2" ISOLATION JOINT MATERIAL & CAULK ISOLATION JOINT -1/2" PREFORMED JOINT MATERIAL OUTLINE OF BASE PLATE BELOW IN AREAS SUBJECT TO HIGH MOISTURE CONDITIONS, SUCH AS BELOW GRADE APPLICATIONS, THICKEN SLAB TO 8" MIN. SUBSTITUTE A COLD-JOINT WATERSTOP FOR THE 1/2" ISOLATION MATERIAL. 1. TUBE COLUMN SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. WIDE FLANGES, PIPES, AND OTHER STEEL SHAPES ARE SIMILAR. 2. ADJUST 2'-0" DIMENSION AS REQUIRED TO ACCOMMODATE COLUMN BASE PLATES AND GROUTING PROCEDURES. 3. WHERE THIN-SET EPOXY TERRAZZO OR VINYL SHEET GOODS ARE THE SCHEDULED FLOOR FINISH, ELIMINATE THE DIAMOND-SHAPED ISOLATION JOINT AND EXTEND THE CONTROL JOINTS TO THE COLUMN. DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY © 2018 CSO Architects, Inc. All Rights ReservedPARISH LIFE CENTER PROJECTOUR LADY OF MT. CARMEL14598 OAK RIDGE RD, CARMEL, IN 4603209/17/21 JRO MDL 19038 S401 TYPICAL DETAILSCATHOLIC CHURCH3/4" = 1'-0" 1 OVEREXCAVATION DETAIL -ENGINEERED FILL 3/4" = 1'-0"2 OVEREXCAVATION DETAIL -LEAN CONC. FILL 3/4" = 1'-0"3 EXCAVATION LIMITS DETAIL 1" = 1'-0"4 WALL FOOTING SLEEVE DETAIL 3/4" = 1'-0"5 CMU FOUNDATION WALL SLEEVE 3/4" = 1'-0" 6 SLEEVE UNDER WALL FOOTING 1" = 1'-0"7 WALL FOOTING CONSTRUCTION JOINT 1/2" = 1'-0" 8 STEPPED FOOTING DETAIL 3/4" = 1'-0"9 BASEMENT WALL FOOTING 3/4" = 1'-0" 10 BASEMENT WALL CONSTRUCTION 3/4" = 1'-0"11 BASEMENT WALL w/ EXTR. SLAB 3/4" = 1'-0" 12 TYPICAL INTERIOR COLUMN FOOTING DETAIL 3/4" = 1'-0"13 CONCRETE PIER REINFORCING DETAIL 3/4" = 1'-0"14 TYP. FOUNDATION DETAIL (AT DOORS) 3/4" = 1'-0"15 NEW-TO-EX. COLUMN FOOTING DETAIL 3/4" = 1'-0"16 NEW-TO-EXISTING FOOTING DETAIL 3/4" = 1'-0" 17 NEW-TO-EXISTING SLAB-ON-GRADE DETAILS 1" = 1'-0"18 SLAB ON GRADE CONSTRUCTION 1" = 1'-0" 19 SLAB CONTROL/CONTRACTION JOINT 1" = 1'-0"20 SLAB CONSTRUCTION JOINT 3/4" = 1'-0"21 TYPICAL FOUNDATION DRAIN 3/4" = 1'-0"22 COLUMN ISOLATION JOINT DETAIL NOTE ALL INFORMATION ON THIS DRAWING IS PROVIDED FOR BIDDING OF ALL STRUCTURAL ELEMENTS EXCEPT STRUCTURAL STEEL AND METAL DECK. ANY INFORMATION SHOWN RELATING TO CONSTRUCTION NOT RELATED TO THIS PACKAGE (I.E. STRUCTURAL STEEL AND METAL DECK) IS SHOWN FOR CONTEXT ONLY AND HAS BEEN COVERED IN A PREVIOUS DRAWING RELEASE. 1 OWNER COMMENTS 09/23/2021 12/13/21