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HomeMy WebLinkAboutA100A Foundation Plan - Area AProject: 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 A 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 A Revision ID Transmittal Set Date Transmittal Set Name Change Name Change ID 03 04 05 06 07 7/1/20 12/17/20 1/20/21 3/9/21 5/10/21 ASI 2 ASI 9 ASI 9A ASI 10 Steel Release #2 BID PHASE II Moved extr walls, Moved Elevator, Moved Pump Room, Delete Ramp Brick ledges, ballroom related Adjusted Foundation Drains ADD OPENING IN STAIR #3, ADDED PADS FOR COLUMNS STEEL RELEASE - BID PHASE II 06, 07, 08, 09 14, 16 17 18, 19 20 Tuesday, October 5, 2021, BIMcloud: pedcordesign - BIMcloud as a Service/Wren - Building J/Building J Wren32 # Y Z PLAN NORTH K x23 x23 x22 x21.5 x21.5 x21.4 x21.4 x21.1 x21.1 x21 x21 x19 x19 x18.1 x18.1 x18 x18 xJ.5xJ.3 xG.5xGxF.9xFxE.9 G.8 G.9 H.3 H.4 H.6G.1F.4 XJ.4 20.7 20.7 20.5 20.5 19.7 19.7 19.4 19.4 19.5 21.2 21.2 F.10 H.1 1'-2"8'-8"1'-0"11'-0 3/8"8"39'-9 9/16"37'-6"8"4'-5 3/16"5'-2"1'-3 1/16"9/16"3'-8"4"7 5/8" 3'-10"1'-4 13/16"12'-7"3'-4"3'-0"3'-10" 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" 9'-6 7/8"3'-3 5/16" 1'-3 5/16"5'-11 3/4"15'-10 3/4"10'-11 1/4"15'-10 3/4"9'-0 3/8"6'-5 3/8"2'-9 1/8" 17'-0" D2 A310 1 3 4 5 6 2 4 8 1 4 10 3 1 6 6 6 6 1 1 7 7 7 7 7 7 7 7 711 11 11 11 1111 11 11 11 11 11 12 12 12 12 12 12 12 1 3 1 1 3 Typ. Typ. Typ. Typ. Typ. Typ. Typ. Typ.Typ. Typ. Typ. Typ.EXISTING HOTEL WALL THIS SIDE OF CONSTRUCTION LINEEXISTING HOTEL WALL THIS SIDE OF CONSTRUCTION LINEFLOOR PLANAREA AMATCH LINEFLOOR PLANAREA AMATCH LINE Typ. Typ. Typ. SIM. SIM. D1 A303 D1 A304 D2 A305 D2 A304 D1 A307 D1 A321 D1 A322 D1 A323 D2 A323 D1 A324 D1 A308 A4 A307 D2 A320 D1 A305 2 A100B D2 A306 D3 A304 #DrgID #LayID 11'-6 1/4"19'-7 5/8"8"16'-9 1/4"8"4'-0 9/16"8"12'-10 5/16"1'-4"3'-10 1/2"8"1'-2"82'-3 1/8"5'-4 3/4"8"14'-9 1/4" 8"123'-3 1/2"8"123'-11 1/2"4'-0 9/16"64'-9 5/16"1'-2"8'-4"10"1'-2"8'-4"10"1'-0" 15'-3 1/2"8"22'-2"8"6'-10"8"6'-11"8"11'-11"8"9'-10" 8" 6'-4 1/2" 8" 13'-5 1/2" 8" 5'-1 5/8" 1'-4" 8" 8"8'-4"8"14'-5 3/4"8"7'-10 3/4"8"4'-2 7/16"9'-0 7/16"8"17'-8 7/8"8"17'-2 3/8"2 1/2"61'-8"1'-2"7 5/8" 8'-8 7/8"8"1'-4"1'-7 1/2"1'-4"2'-3 1/2"5 1/2"1'-4"2 1/2"6'-10 1/2" D1 A306 D2 A324 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: 1/8" = 1'-0" 1 Foundation Plan A100A 0 4'8'16'