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HomeMy WebLinkAboutS402 Typical Foundation Details AA - AA 30"30"1. 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 2SEE 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 1'-0"1'-6"24" x 24" SUMP 8" MIN. GALV. GRATING w/ 3/4" x 3/16" BEARING BARS @ 1 3/16" O.C. & CROSS BARS @ 4" O.C. 2" W. x 3/4" H. x CONT. FORMED LEDGE FOR SUPPORT OF GRATING PLACE 1/2 OF INTERRUPTED REINF. EA. SIDE OF PIT COORD. LOCATION OF SUMP w/ ELEVATOR SUPPLIER (3) #4 EACH WAY x 1' - 4" 1' - 4" 2' - 6"1' - 6" JAMB OF OPENING BEYOND #4 x 24" @ 16" O.C. 24"8"DETAIL AT DOOR SILL: ELEVATOR DOOR SILL SUPPORT ANGLE TO BE COORDINATED w/ ELEV. SUPPLIER. 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. CONCRETE SLAB ON GRADE PER PLAN COLD-JOINT WATERSTOP REF. SHEARWALL ELEVATIONS FOR WALL THK. AND REINF. REF. FOUNDATION PLAN FOR MAT DESIGN THK. AND REINF. 90° STD. HOOK FORMED KEYWAY NOTE: PROVIDE RECESS ON INSIDE FACE OF PIT WALL AS REQ'D TO ACCOM. ACCESS LADDER. COORD. RECESS & LADDER SIZE & LOC'N. w/ ARCH. DWGS. & ELEV. SUPPLIER ALT. HOOK DIRECTION DOWEL TO MATCH VERT. SIZE & SPA. VERIFY w/ ELEVATOR SUPPLIER4'-0" ELEVATOR PITCONCRETE SLAB ON GRADE PER PLAN COLD-JOINT WATERSTOP REF. SHEARWALL ELEVATIONS FOR WALL THK. AND REINF. REF. FOUNDATION PLAN FOR MAT DESIGN THK. AND REINF. 90° STD. HOOK FORMED KEYWAY NOTE: PROVIDE RECESS ON INSIDE FACE OF PIT WALL AS REQ'D TO ACCOM. ACCESS LADDER. COORD. RECESS & LADDER SIZE & LOC'N. w/ ARCH. DWGS. & ELEV. SUPPLIER 1/2" ISOLATION MATERIAL ALT. HOOK DIRECTION VERIFY w/ ELEVATOR SUPPLIER4'-0" ELEVATOR PIT DOWEL TO MATCH VERT. SIZE & SPA. WALL FTG. REINF., REF. PLAN & SCHED. FF EL. VARIES HAND TROWEL SMOOTH PER SCHED.VARIES REF. PLAN & SCHED. #5 VERT. @ 12" OC O.F. #5 HORIZ. @ 12" OC EA. FACE COL. FTG. BEYOND FIN. GRADE REF. CIVIL STONE VENEER, REF. ARCH 1'-2" 4" MIN. 3'-0" SHEAR KEY CONT.2"SLAB ON GRADE, REF. PLAN ELEVATED CONC. SLAB, REF. PLAN FF EL. VARIES 2 LAYERS OF 30# FELT PAPER REF. PLANNOTE: WALL MUST BE BRACED UNTIL UPPER SLAB IS POURED AND REACHES 28 DAY DESIGN STRENGTH #6 VERT. @ 10" OC I.F. WATERPROOFING, REF. ARCH FRENCH DRAIN, REF. CIVIL 1.3Ld LAP SPLICETOP MESH BARS TO HOOK AT RETAINING WALL, TYP. REF. PLAN 3'-6"3'-6" CONC. PILASTER SECTIONAA FOOTING - SEE PLAN 3'-6" SQUARE CONCRETE PILASTER REINFORCED W/ 20-#7 VERTICAL W/ 3-#3 TIES @ 3" O.C. @ TOP & #3 TIES @ 12" O.C. FOR REMAINDER PAVING - BY OTHERS PAVING - BY OTHERS FF EL. VARIES HAND TROWEL SMOOTH VARIES FIN. GRADE REF. CIVIL STONE VENEER, REF. ARCH AS REQ'D, REF. PLAN INCREASE WALL THK. SLAB ON GRADE, REF. PLAN RETAINING WALL BEYOND NOTE: SLAB REINF. NOT SHOWN FOR CLARITY NOTE: WALL MUST BE BRACED UNTIL UPPER SLAB IS POURED AND REACHES 28 DAY DESIGN STRENGTH WATERPROOFING, REF. ARCH FRENCH DRAIN, REF. CIVIL 1.3Ld LAP SPLICESHEAR WALL, REF. PLAN & ELEV. REF. FOR RET. WALL REINF. /6 S402 1.3 Ld LAP SPLICEMAT FOUNDATION, REF. ENLARGED FOOTING PLANS EXTEND CONT. RET. WALL REINF OUT TO THICKENED WALL WALL FTG. REINF., REF. PLAN & SCHED. FF EL. VARIES PER SCHED.REF. PLAN & SCHED. #6 VERT. @ 12" OC EA. FACE #5 HORIZ. @ 12" OC EA. FACE 1'-0" RAMP, REF. PLAN ELEVATED CONC. SLAB, REF. PLAN FF EL. VARIES REF. PLANNOTE: SLAB REINF. NOT SHOWN FOR CLARITY 1.3Ld LAP SPLICE2" CLR.DOWELS TO MATCH VERT. WALL REINF. PL 1/2x12x1'-0" w/ (4)- 1/2"Ø x 6" HSA's TO BE PLACED 2" FROM PLATE EDGE. PLATE TO SPACED 4'-0" OC L6x4x3/8 (LLV) x 0'-8" @ 4'-0" OC 3/16 3/16 TYP. DOWEL TO MATCH SLAB REINF. SIZE & SPAC. FF EL. VARIES VARIES FIN. GRADE REF. CIVIL ELEVATED CONC. SLAB, REF. PLAN FF EL. VARIES REF. PLANNOTE: SLAB REINF. NOT SHOWN FOR CLARITY NOTE: WALL MUST BE BRACED UNTIL UPPER SLAB IS POURED AND REACHES 28 DAY DESIGN STRENGTH FTG., REF. PLAN NOTE: REF. FOR ADD'L INFO NOT SHOWN /6 S402 GRATING, REF. ARCH #5 @ 12" O.C. E.W. E.F. REF. PLAN 10" SECTIONAA DOWELS TO MATCH HORIZ. WALL REINF. w/ STD. HOOKS #5 x @ 12" O.C. L3X3X1/4 GALV. TYP. TO SUPPORT GRATE, POST INSTALL TO CONCRETE WITH 1/2"Ø THREADED ROD w/ 3" EMBED. AT 12" O.C. w/ HILTI HY200A OR APPROVED EQUIVALENT SCALE: NONES402 1 OVEREXCAVATION DETAIL - ENGINEERED FILL SCALE: NONES402 2 OVEREXCAVATION DETAIL - LEAN CONC. FILL 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 S402 BID PACKAGE 1- FOUNDATIONS GARAGE AND PODIUM STRUCTURE TYPICAL FOUNDATION DETAILS 7/28/217/28/21 SCALE: 3/4" = 1'-0"S402 3 ELEVATOR SUMP PIT DETAIL SCALE: 3/4" = 1'-0"S402 4 ELEVATOR PIT DETAIL AT DOOR SCALE: 3/4" = 1'-0"S402 5 ELEVATOR PIT DETAIL SCALE: 1" = 1'-0"S402 6 TYPICAL EXTERIOR FOUNDATION DETAIL SCALE: 3/4" = 1'-0"S402 7 EXTERIOR PILASTER DETAIL SCALE: 1" = 1'-0"S402 8 TYPICAL EXTERIOR FOUNDATION DETAIL at SHEAR WALL SCALE: 1" = 1'-0"S402 9 TYPICAL INTERIOR FOUNDATION DETAIL at RAMP WALL SCALE: 1" = 1'-0"S402 10 TYPICAL EXTERIOR FOUNDATION DETAIL at MECH. CHASE