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HomeMy WebLinkAboutAA502 Waterproofing Details13 12 11 14 15 16 CONSTRUCTION SET A.100; A.200 06/29/07 BID SET A.400 ISSUE, 08/17/07 A.100.ASI.012, A.200.ASI.001, 09/13/07 A.100.ASI.013, 12/14/07 BID SET A.400 RE-ISSUE, 09/19/08 BID SET A.210 ISSUE, 05/01/08 BID SET A.410 ISSUE, XX/XX/08 BID SET A.300 C.1 ISSUE, 06/27/08 Project: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: CARMEL CITY CENTER Carmel, Indiana Building A Phase 1 COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date PEDCOR DESIGN GROUP LLC 0502.00 AA502 Waterproofing Details Bid Set 04.21.06 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC.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 2006, 2007, 2008 JAMES R. STUTZMAN, AIA, CARMEL, INDIANA SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA C AREA B R KEY PLAN BLDG A Thursday, September 25, 2008; alldata:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.100:Bid Set A.100.pln 1 AA402 5 AA502 1 AA402 HYDROBAR WATERSTOP RX VOLTEX SWELLTITE WATERSTOP RX VOLTEX SCALE: 1/2" = 1'-0" 2 TUNNEL WATERPROOFING DETAIL AA502 VOLCLAY WATERPROOFING AROUND HYDRAULIC SHAFT SCALE: 1/2" = 1'-0" 6 HYDRAULIC SHAFT SEAL DETAIL AA502 0 1' 2' 4' REALITIVE LATERAL DISTANCE OF PIPE TO COLUMN CENTERLINE 1/2 DIA. OF PIPE SECTION FRONT EXTERIOR SIDE C L C L OF PIPE VOLTEX BENTOSEAL PIPE INVERT AS SHOWN ON CIVIL DRAWINGS FOR STORM AND SEWER SANITARY LINES PIPE SLEEVE AS REQUIRED BY CIVIL, PLUMBING AND FIRE PROTECTION DRAWNGS. SIZE SLEEVE AS REQ'D FOR PIPE SIZE AND LINKSEAL FOR SIZE OF PIPE BACKSIDE OF C.I.P. COLUMN BEYOND COLUMN OF NEAREST COLUMN SIDE OF C.I.P. COLUMN INSIDE BLDG. NON-SHRINK MORTAR LINKSEAL 2" MIN. SCALE: 1 1/2"= 1'-0" 3 WALL PENETRATION DETAIL AA502 REBAR, REF. STRUCTURAL DWGS. PILE CAP, REF. STRUCTURAL DWGS. VOLTEX WATERSTOP RX BENTOSEAL VOLCLAY GRANULAR WATERSTOPPAGE HYDROBAR TUBE 24" MIN. 2'-0" PAVEMENT WATERSTOP RX BENTOSEAL WATERSTOP RX INDOT #5 STONE WRAP CONT. W/ MIRAFI 140N MINIMUM 18" DIA. 6" CORRUGATED PERFORATED HDPE FOUNDATION DRAIN WITH CONTINUOUS FABRIC SOCK RUN TO SUMP SYSTEM (SEE PLUMBING SPECIFICATIONS) UNDISTURBED SOIL 24" COMPACTED CLAY BACKFILL AT GRADE ABOVE GRAN. FILL PERFORATED PROTECTION LAYER APPLIED OVER VOLTEX SHORING (N.I.C.) FREE DRAINING GRANULAR MATERIAL W/ NOT LESS THAN 3% BY WEIGHT PASSING A NO. 200 SIEVE VOLTEX WATERPROFING HYDROBAR AT BASE OF WALL UNDER VOLTEX WATERPROOFING COMPACTED GRANULAR FILL SCALE: 1/2" = 1'-0" 9 WATERPROOFING EDGE DETAIL AA502 VOLTEX FABRIC UNDER FOOTING RAN UP SIDES AND OVERLAPPED BY VOLCLAY PANELS AND HYDROBAR TUBES. HYDROBAR TUBES INSTALLED OVER VOLCLAY PANELS WATERSTOP-RX (MIN 3" COVERAGE) CONCRETE WALL (SEE STRUCTURAL) VOLCLAY PANEL WATERPROOFING OVERLAP PANELS PER MANUFACTURER'S SPECS. BENTOSEAL ELEVATOR PIT OR TUNNEL VOLTEX CONT. UNDER FOUNDATION SCALE: 1" = 1'-0" 1 PIT DETAIL SCALE: 1" = 1'-0" AA502 5 DETAIL @ PIER CAP/ELEVATOR PIT AA502 04.21.06 SIM SIM SIM A.100, A.400 DCW,RJP, JPM JAW 09.19.08