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HomeMy WebLinkAboutS403 Typical Foundation DetailsWALL 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'-9 3/4" 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 RETAINING WALL BEYOND #3 CAP TIE @ 12"OC WALL FTG. REINF., REF. PLAN & SCHED. FF EL. VARIES PER SCHED.VARIES REF. PLAN & SCHED. #5 VERT. @ 12" OC O.F. #5 HORIZ. @ 12" OC EA. FACE COL. FTG. BEYOND STONE VENEER, REF. ARCH REF. ARCH 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 FIN. GRADE REF. CIVIL ELEVATED CONC. SLAB, REF. PLAN 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 REF. ARCHWALL 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'-3 7/8" 8" 3'-0" SHEAR KEY CONT.2"SLAB ON GRADE, REF. PLAN ELEVATED CONC. SLAB, REF. PLAN FF EL. REF. PLAN 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 B.L. EL. REF. ARCH WALL FTG. REINF., REF. PLAN & SCHED. FF EL. VARIES PER SCHED.REF. PLAN 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'-6" #6 VERT. @ 10" OC I.F. WATERPROOFING, REF. ARCH FRENCH DRAIN, REF. CIVIL 1.3Ld LAP SPLICEB.L. EL. REF. ARCH SLAB ON GRADE, REF. PLAN 4" 1'-2" CAST STONE COPING, REF. ARCH T/ WALL EL. REF. ARCH 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 S403 BID PACKAGE 1- FOUNDATIONS GARAGE AND PODIUM STRUCTURE TYPICAL FOUNDATION DETAILS 7/28/217/28/21 SCALE: 1" = 1'-0"S403 1 TYPICAL EXTERIOR FOUNDATION DETAIL AT LARGE BUMP OUT SCALE: 1" = 1'-0"S403 2 TYPICAL EXTERIOR FOUNDATION DETAIL AT SMALL BUMPOUT SCALE: 1" = 1'-0"S403 3 TYPICAL EXTERIOR FOUNDATION DETAIL AT STEPPED BRICK LEDGE SCALE: 1" = 1'-0"S403 4 TYPICAL EXTERIOR FOUNDATION DETAIL AT RAISED SLAB SCALE: 1" = 1'-0"S403 5 TYPICAL EXTERIOR FOUNDATION DETAIL AT RAMP