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HomeMy WebLinkAboutS401 Typical Foundation DetailsWELDED WIRE FABRIC PER PLANVAPOR RETARDER/BARRIER COMPACTED GRANULAR DRAINAGE FILL PROOF-ROLLED & VERIFIED SUBGRADE LOCATE WELDED WIRE FABRIC IN UPPER THIRD OF SLAB. SUPPORT ON BOLSTERS, CHAIRS, OR CONCRETE BRICKS. 1. 2.LAP WELDED WIRE FABRIC A MIN. OF ONE FULL MESH SPACING. THE USE OF 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. SEE PLAN, NOTES, AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS SUCH AS FINISH, JOINTING, CURING, ETC. 3. 4. SLAB SLOPES TO FLOOR DRAINS. REF. PLUMBING DRAWINGS.5.MIN.SLAB "t"6"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 THE 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 F.F. PER PLAN TOOL OR CHASE w/ SAWCUT SIM. TO CONTROL JOINT SLAB "t"PER PLAN8"2' - 0" FORMED KEYWAY W/ 3/4" DIA. x 18" LONG SMOOTH DOWELS @ 18" O.C., GREASE ONE END FOR BOND BREAK PROVIDE CONSTRUCTION JOINT IN LIEU OF CONTROL JOINT AT TERMINATION OF POUR 2' - 0" CNTR'D UNDER MAS. WALL (2) #5 x CONTINUOUS 8"CONCRETE SLAB ON GRADE PER PLAN INTERIOR NON-LOAD BEARING WALL, THICKNESS & LOCATION PER THE ARCHITECTURAL FLOOR PLANS. (TYPICAL @ ALL CMU WALLS WITHOUT FOOTINGS) NOTE: PROVIDE 2'-6" DOWELS ANCHORED INTO CONCRETE SLAB w/HILTI HIT-HY 200 ADHESIVE SYSTEM OR APPROVED EQ. (6" MIN. EMBEDMENT). DOWEL SIZE & SPACING TO MATCH SCHEDULED VERTICAL REINF. IF NOT INDICATED ON PLAN OR SCHEDULE, USE #5 DOWELS @ 32" O.C. CONCRETE SLAB ON GRADE PER PLAN REINF. PER PLAN & SCHEDULE SLAB CONSTRUCTION JOINT SEE TYPICAL DETAIL 8"3' - 0" TYPICAL U.N.O. CNTR'D UNDER MAS. WALL 3' - 0" TYPICAL U.N.O. BASE PLATE BY STAIR MANUF. STAIR STRINGER BY STAIR MANUF. ANCHORAGE BY STAIR MANUF. W.W.F. (3) - #4 EACH WAY BOTTOM 2' - 6"1'-0"(3) - #4 EACH WAY BOTTOM STAIR POST BY STAIR MANUF. ANCHORAGE BY STAIR MANUF. W.W.F. 2' - 6"1'-0"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.W.W.F. TO BE DEPRESSED OR LAPPED AT DEPRESSIONS REFER TO ARCH. PLANS & ROOM FINISH SCHEDULES FOR LOCATION & DEPTH OF RECESSED SLABS. 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 3/4" CHAMFER, TYPICAL HOUSEKEEPING PAD - SIZE, LOCATION & HT. PER MEP DRAWINGS #4 @ 12" O.C. EACH WAY #4 w/ 6" HORIZ. LEGS @ 4'-0" O.C. (MIN. 1 PER CORNER) 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.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" 12" HORIZ. LEG TYPICAL CONTINUOUS FTG. REINF. PER SECTIONS FTG. DEPTH PER 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. DEPTH PER 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. COORDINATE FINAL LOCATION OF MECHANICAL PENETRATIONS WITH MECHANICAL CONTRACTOR BEFORE INSTALLATION OF THE REINFORCING. THIS DETAIL APPLIES TO ALL SQUARE AND RECTANGULAR OPENINGS IN CONCRETE WALLS UNLESS OTHERWISE NOTED ON THE PLANS. 2 - #5 (1 EACH FACE) AT BOTTOM OF OPENING 2'-0" TYPICAL OR PROVIDE A STANDARD 90° HOOK 2 - #7 (1 EACH FACE) AT TOP OF OPENING UNLESS NOTED OTHERWISE COORDINATE SLEEVES WITH MECHANICAL OPENING OPENING2 - #5 (1 EACH FACE) TYPICAL AT JAMBS2 - #5 x 4'-0" (1 EA. FACE) WHERE VERTICAL REINFORCING IS INTERRUPTED BY THE OPENING, HALF OF THE INTERRUPTED STEEL SHALL BE ADDED EACH SIDE OF THE OPENING. USE FULL LENGTH BARS. IF BARS CANNOT BE PLACED AS DETAILED, REPLACE THE 1'-6" EXTENSION WITH 6" AND A STANDARD HOOK. NOTE: NOTE:1' - 6"1' - 6"2" CL.2 - #5 x LENGTH VARIES (1 EACH FACE) 45° COORDINATE SLEEVES w/ MECH. PROVIDE LINK-SEAL FOR WATERPROOF PENETRATION COORDINATE FINAL LOCATION OF PIPE PENETRATIONS WITH MECHANICAL CONTRACTOR BEFORE INSTALLATION OF THE REINFORCING. THIS DETAIL APPLIES TO ALL ROUND AND ELLIPTICAL OPENINGS IN CONCRETE WALLS, UNLESS OTHERWISE NOTED ON THE PLANS. WHERE VERTICAL REINFORCING IS INTERRUPTED BY THE OPENING, HALF OF THE INTERRUPTED STEEL SHALL BE ADDED EACH SIDE OF THE OPENING. USE FULL LENGTH BARS. IF BARS CANNOT BE PLACED AS DETAILED, REPLACE THE 1'-6" EXTENSION WITH 6" AND A STANDARD HOOK. NOTE: NOTE: EXTERIOR FACE INTERIOR FACE 36 DIA.#5 @ 12" O.C. NOTE: AT "TEES" PROVIDE TWO HOOKED BARS NOTE: PROVIDE SIMILAR CORNER BARS FOR CONC. WALLS WITH ONE LAYER OF REINFORCEMENT. LOCATE ON OUTSIDE FACE & PROVIDE (3) #4 VERT'S FOR SUPPORT 36 DIA. 36 DIA.36 DIA.36 DIA. GRID GRID CAST-IN-PLACE COLUMN - SEE PLAN FOR SIZE & REINF. SLAB EDGE COLUMN BLOCKOUT REINF. AS NOTED FOR SLAB PROVIDE 1/4" JOINT FILLER MATERIAL #4 T&B AS REQ. CONTROL JOINT (TYP.) GRID GRID CAST-IN-PLACE COLUMN - SEE PLAN FOR SIZE & REINF. COLUMN BLOCKOUT REINF. AS NOTED FOR SLAB PROVIDE 1/4" JOINT FILLER MATERIAL #4 T&B AS REQ. CONTROL JOINT (TYP.) CONTROL JOINT (TYP.)CONTROL JOINT (TYP.) CONTROL JOINT (TYP.)0' - 2"0' - 6"0' - 2"0' - 6"NOTE: CONC. BLOCKOUT SHALL BE REINFORCED TO BE EQUIVALENT TO SPECIFIED PROJECT SLAB REINF. BUT MAX SPACING SHALL NOT EXCEED 12" EXTERIOR COLUMN INTERIOR COLUMN VAPOR RETARDER SEE PLAN FOR SLAB THICKNESS AND REINF. 8" CMU WALL W/ LADDER TYPE HORIZ. REINF. AT 16" O.C. AND #5 VERT. REINF. AT 48" O.C. FILL ALL REINFORCED CELLS WITH 2000 PSI GROUT 1'-0" MIN.2' - 0" (2)- #5 CONT. DOWEL TO MATCH VERT. CMU REINF. SIZE AND SPACING EXTEND THICKENED SLAB 9" BEYOND END OF WALL AT DISCONTINUOUS WALLS. THICKENED SLAB SHALL CONTINUE THROUGH DOOR OPENINGS WHEN APPLICABLE. #5 @ 8" O.C. VERT. ALTERNATE HOOK DIRECTION. #4 @ 12" O.C. HORIZ. 8" CONC. BUMPERWALL4'-0"SCALE: NONES401 1 SLAB ON GRADE CONSTRUCTION SCALE: NONES401 2 SLAB CONTROL/CONTRACTION JOINT SCALE: NONES401 3 SLAB CONSTRUCTION JOINT SCALE: NONES401 4 THICKENED SLAB DETAILS SCALE: NONES401 5 THICKENED SLAB AT STAIR POSTS SCALE: NONES401 6 RECESSED SLAB DETAIL SCALE: NONES401 7 EXCAVATION LIMITS DETAIL SCALE: NONES401 8 MECHANICAL EQUIPMENT PAD DETAIL SCALE: NONES401 10 STEPPED WALL FOOTING DETAIL SCALE: NONES401 9 WALL FOOTING CONSTRUCTION JOINT SCALE: NONES401 11 WALL FOOTING SLEEVE DETAIL SCALE: NONES401 14 CMU FOUNDATION WALL SLEEVE SCALE: NONES401 15 CIP WALL - RECTANGULAR OPENING DETAIL SCALE: NONES401 16 CIP WALL - ROUND OPENING DETAIL SCALE: NONES401 17 CIP WALL CORNER REINF. DETAIL SCALE: 3/4" = 1'-0"S401 20 FUTURE SLAB ON GRADE Engineer: By: Developer:WINDSOR BUILDING800 West Monon Green Blvd.Carmel, IN 46032COPYRIGHT & OWNERSHIP DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPY RIGHT 2018 JAMES R. STUTZMAN, AIA, Carmel, Indiana. Set Issue Date Sheet Issue Date Drawn By Checked By Sheet Title: Sheet Number: Revision ID Issue Date Issue Name S401 BID PACKAGE 1- FOUNDATIONS GARAGE AND PODIUM STRUCTURE TYPICAL FOUNDATION DETAILS 7/28/217/28/21 SCALE: 1" = 1'-0"S401 12 INTERIOR SECTION AT CMU W/ BUMPERWALL