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HomeMy WebLinkAboutA100B Foundation Plan - Area BProject: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateWREN BUILDINGCarmel, IN 46032750 Veteran's WayPEDCOR DESIGN GROUP LLC Foundation Plan - Area B 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. © COPYRIGHT 2021 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS 11-26-201911/26/2019 A 10 0 B Revision ID Transmittal Set Date Transmittal Set Name Change Name Change ID 03 04 05 06 07 7/14/20 11/30/20 12/17/20 1/20/21 5/10/21 Steel Release ASI 7 ASI 9 ASI 9A Steel Release #2 BID PHASE II Moved extr walls Brick ledges, founda. DIM clarifications ballroom related Adjusted Foundation Drains ADD OPENING IN STAIR #3, STEEL RELEASE - BID PHASE II 06 14, 15 16 17 18, 20 Tuesday, October 5, 2021, BIMcloud: pedcordesign - BIMcloud as a Service/Wren - Building J/Building J WrenUNDISTURBED SOIL 6" CORRUGATED PERFORATED HDPE FOUNDATION DRAIN WITH CONTINUOUS FABRIC SOCK RUN TO SUMP SYSTEM DAMPPROOFING, EXTEND UP AND OVER TOP OF FOUNDATION RIGID INSULATION, (3" - R15 MIN.) INDOT #5 STONE WRAP CONT. W/ MIRAFI 140N MINIMUM 18" DIA. 24" COMPACTED CLAY BACKFILL AT GRADE ABOVE GRAN. FILL BENTOSEAL OVER TERMINATION BAR FREE DRAINING GRANULAR MATERIAL W/ NOT LESS THAN 3% BY WEIGHT PASSING A 200 NO. SIEVE VOLTEX WATERPROOFING HYDROBAR AT BASE OF WALL UNDER BENTONITE WATERPROOFING TOP GRADE 1 1/2" MTL STUD 16" O.C; W/ GYP. BD. ONE SIDE. WATERSTOP RX 1231 2 3 4 5 6 1234567891011123456789101112131234UP1234567UP1 2 3 4 5 UP 1234567891011DOWN FOUNDATION PLAN NOTES: 1 6" dia. corrugated perforated HDPE foundation drain, socked with fabric. The bottom of pipe shall be level with the top of strip wall footing. Surround pipe with 6" INDOT #5 stone (clean). Separate stone from backfill with geotextile fabric. 2 Reference the C series drawings for connection of the foundation drain. 3 6" dia. corrugated perforated HDPE foundation drain, socked with fabric around elevator pit pad. The bottom of pipe shall be level with the top of strip wall footing. Surround pipe with 6" INDOT #5 stone (clean). Separate stone from backfill with geotextile fabric. The bottom of pipe shall be level with the top of pad. 4 Reference P series drawings for under slab plumbing. 5 Downspout boot. Refer to C-series drawings. 6 3" thick rigid foundation insulation along all EXTERIOR sides of foundation wall down to the footing at spread footings and down to the bottom edge of grade beams at non-spread footings. Continuous 3" high x 3'-0" wide horizontal rigid insulation under slab edge only where slab work is in Contract. Where future slab is NIC for future interior improvements, leave out horizontal rigid insulation. 7 Provide Bentonite waterproofing along retaining walls. Overlap top of footing. Coordinate with foundation insulation. Reference detail 2/A100B. 8 New plumbing connection to the existing tunnel. Refer to the P series drawings. Waterproof expansion sleeve are required and repair to the Bentonite waterproofing at the tunnel wall exterior is required. 9 3" thick rigid foundation insulation along all INTERIOR sides of foundation wall down to the footing at spread footings and down to the bottom edge of grade beams at non-spread footings. Continuous 3" high x 3'-0" wide horizontal rigid insulation under slab edge only where slab work is in Contract. Where future slab is NIC for future interior improvements, leave out horizontal rigid insulation. 10 Underslab drain, like drain in note 1 with same sock and stone wrap. Connect underslab drain to existing sanitary drain in tunnel. Waterproof expansion sleeve are required and repair to the Bentonite waterproofing at the tunnel wall exterior is required. 11 Coordinate rough opening for doors in wall construction above CIP wall where special forming is required. 12 Edge of Slab. SCALE: 3/4" = 1'-0" 2 Waterproofing Detail A100B 0 1'2'3' D-01 7"20'-5 3/4"D-012'-0" 10'-3" 151 152 175176 177 178 D-012'-0" 10'-3" PLAN NORTH x16 x16 x15 x15 x14 x14 1.7 1.7 x13 x12 x12 x11 x11 xJ xG.5xGxF.9xFxE.9 G.8 G.9 H.3 H.4 H.6G.1F.4 XJ.4 13.1 13.1 14.9 14.9 12.2 12.2 F.10 H.1 C1 A101e4 C2 A101e1 E3 A101e3 B1 A101e2 D4 A315 1'-2"8'-8"19'-6 3/4" BRICK LEDGE STEP = -14'-2 3/8" 20'-0" BRICK LEDGE STEP = -14'-6 3/8" 20'-6" BRICK LEDGE STEP = -15'-2 3/8" 17'-7" BRICK LEDGE STEP = -15'-9 3/8" 9 1/2"1'-2" 39'-9 9/16"37'-6"8"4'-5 3/16"3'-4"3'-0"3'-0" 3'-4 1/2"5'-9 1/16"3'-4 1/2"1'-9"4'-0 1/2"1'-9 1/2"2'-10 3/4"14'-10 9/16"6'-6"14'-10 1/2"2'-0 13/16"3'-5 1/2"2'-0 3/4"2'-1" 3'-5 1/2" 2'-0 11/16"6'-4 7/8"5'-2 3/4" 5'-4 15/16" 6'-10 1/4" 28'-7 1/16"4'-8"6'-6 1/2" 6'-6 3/8"4'-8"13'-6 3/4"12'-4 7/16"23'-3 9/16" 2'-2 13/16" BRICK LEDGE STEP = -16-1" 9'-3 9/16" Storefront Opening 4'-9 5/8" BRICK LEDGE STEP = -16-1" 3'-4 1/2"3'-3 11/16"1'-7 5/8"5 1/2"2 3/4"12'-1 13/16"6'-5 11/16"6 11/16"1'-7 3/4" 6'-11 3/8" 5'-1 7/8"8'-5 3/4"10'-9 3/8" 9'-6 7/8"3'-3 5/16"10'-11 1/4"9'-0 3/8"1'-0" 6"6"1'-5 5/8"6"1'-5 5/8"1'-0" 6"2'-10 3/4"1'-6 3/4"D3 A315 1 3 5 10 2 2 6 6 6 6 6 6 6 3 3 1 0 1 1 1 0 1 5 5 5 5 9 9 9 9 99 9 7 7 7 11 11 11 11 1111 11 11 11 11 1111 11 11 1 Typ. Typ.Typ. Typ. Typ. Typ. Typ.Typ. Typ. Typ.FLOOR PLANAREA AFLOOR PLANAREA BMATCH LINEFLOOR PLANAREA AFLOOR PLANAREA BMATCH LINE Typ. SIM. D1 A314 D2 A314 D2 A316 D1 A318 D2 A318 D2 A319 D1 A320 A321 D2 A313 D2 A320 D1 A319 D2 A315 D1 A315 D1 A317 D1 A314 11'-6 1/4"1'-4"3'-10 1/2"8"1'-2"8'-4"10"1'-2"8'-4"10"1'-4"1'-7 1/2"1'-4"2'-1"10'-3"25'-1 3/4"38'-11 1/8"25'-1 3/4"10'-3"4'-0 3/8"113'-9"2'-1 1/8"5'-2 3/8"1'-2"10'-3 1/8"15'-1 7/8"44'-1 3/8"14'-10"±10'-9 15/16"±16'-0" 95'-2 5/16" 2'-7 1/8"7'-8" 1'-2 1/8" 1 3/4"1'-2 1/4"2'-1 1/8"6'-10 1/2"8"35'-11"1'-4"29'-1 1/8"8"23'-8 5/8"7'-10 7/8"±8'-11 5/8"48'-2"18'-10 1/8"8"31'-7 9/16"±108'-3 5/16"5'-5 3/4"52'-1 1/8"1'-4" 1'-3" 4'-5 1/4" 1'-4" 1'-3"74'-3 3/4"9" 8" 19'-4 5/16"8"6'-6"8"20'-10 5/8"9'-8"27'-4 5/8"1 1/8"8 1/2"8"35'-0 3/4"1'-4"16'-8"3'-0 3/4"7'-7 1/4"8"6'-11"8"4'-7 1/4"7'-5 3/8"9'-10"3'-3"8"8'-4"8" 10'-3 7/8"9'-2" 6 1/8" 4'-9 3/8"8"22'-8 1/2"8"5/8"11 3/8"2'-3 1/2"5 1/2"1'-4"2 1/2"D1 A316 SCALE: 1/8" = 1'-0" 1 Foundation Plan A100B 0 4'8'16'