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Home My WebLink AboutA0.1 Architectural Plan.PDF Project Number: Revisions: Issue Date Drawn By Checked By James Robert Stutzman, AIA, NCARB Architecture /Project Management: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: Sheet Title: Project: Developer: By: MATT THE MILLER'S Carmel, Indiana 46032 Carmel City Center -Suite 101 11 W. City Center Drive COPYRIGHT & OWNERSHIP OF DOCUMENTS N DN M MM MM M M M M M M M MM M M M M MM M M MMM M MM TRASH DISP. DA3Mtr Rm 1A-2 (A148) Stair SA4 Elev EA12 Stair SA3 Elev EA6 Stair SA5 Stair SA1 Elev EA9 Elev EA8 Elev EA1 Stair SA2 Stair SA6 Elev EA11 ELEV EA4 ELEV EA5 Elev EA3 Elev EA2 Elev EA7 Elev EA10 KEY PLAN SUITE 101 Friday, March 23, 2012; ALLDATA:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.General:BLDG A INTERIORS:TENANTS:MATT THE MILLER:Drawings:Architectural General Details.pln DJS JAW PEDCOR DESIGN GROUP, L.L.C. A0.1 Architectural Plan 03/26/2012 STATE RELEASE SET: 03/26/2012 THIS DOCUMENT IS AN INSTRUMENT OF 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC.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, 2009, 2010, 2011,2012 JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 28 27.5 27 26.9 26.5 26.4 26.3 26 25.7 25.4 25.3 P P.1 P.5 Q Q.2 Q.5 R R.1 R.2 R.3 R.5 R.6 27.6 1 A3.1 4'-7 1/1/4" 1'-10 7/8" 20' 9'-7 3/8" 7'-5 1/8" 6'-6 1/4" 7'-8 1/8" 6'-11 3/8" 2'-11 1/4" 14'-1/8" 10'-11 7/8" 14'-11 7/8" 7 1/4" 4'-6 1/8" 1'-7" 5'-8" 6'-1" 2'-1 1/2" 5'-7 3/8" 3'-4" 3" 16'-1 1/2" 6'-6 3/8" R3'-4 3/8"R3'-8" Single course of 4" CMU surrounding column and pipe penetration(s). Column New single course of 4" CMU surrounding column and pipe penetration(s). Pipe penetration. Must meet 3 hour fire rating. Column New core drilled hole into slab for floor sandwich drain. Use fire rated material in the garage ceiling. Existing core drilled hole into slab for floor sandwich drain. Use fire rated material in the garage ceiling. Plumbing under finish slab, reference Plumbing Plan. Existing single course of 4" CMU. Repair as req'd to match this layout or replace as necessary. EXISTING pipe penetration. Must meet 3 hour fire rating. Existing core drilled hole into slab for floor sandwich drain. Use fire rated material in the garage ceiling. EXISTING pipe penetration. Must meet 3 hour fire rating. 2 2 1 3 EDGE OF OF STEP 4 4 55 COMMON SPACE COMMON SPACE EXISTING CMU EXISTING CMU EXISTING CMU EXISTING CMU EXISTING CMU EXISTING CMU EXISTING SLAB ABOVE EXISTING SLAB ABOVE EXISTING SLAB ABOVE EXISTING CMU EXISTING CMU EXISTING GRANULAR FILL EXISTING CMU NEW CMU NEW CMU NEW CMU NEW CMU SEE DETAIL 8/A3.2 FOR GENERAL WATERPROOFING CONDITIONS. SEE DETAIL 8/A3.2 FOR GENERAL WATERPROOFING CONDITIONS. EDGE OF EXISTING PARKING GARAGE STRUCTURE RETURN SLAB INTO NEW DOOR LOCATION. SEE DEMO PLAN FOR REMOVAL OF THE TOP COURSE OF CMU. NEW CMU NEW CMU EXISTING CMU NEW CMU EXISTING CMU NEW CMU NEW CMU NEW CMU NEW CMU NEW CMU REF. PLUMBING LOCATIONS, SHEET A0.2 2 A3.2 2 A3.2 1 A3.2 1 A3.2 1 A3.2 1 A3.2 1 A3.2 1 A3.2 MACHINE COMPACT EXISTING BACKFILL TO NOT LESS THAN 2000 PSF BEARING CAPACITY. CONFIRM COMPACTION USING APPROVED METHOD OF FIELD DENSITY TESTING. 4 A3.2 3 A3.2 25 5 A3.1 5 A3.1 5 A3.1 5 A3.1 5 A3.1 5 A3.1 5 A3.1 3 A3.1 3 A3.1 3 A3.1 4 A3.1 3 A3.15 A3.1 5 A3.1 2 A3.1 2 A3.1 6 A3.1 6 A3.1 6 A3.1 7 A3.1 10 A3.1 8 A3.1 8 A3.1 5 A3.2 4 A/4.8 9 A3.1 10 A3.1 10 A3.1 11 A3.1 11 A3.1 11 A3.1 5 A3.2 5 A3.2 5 A3.1 10" 10'-3 1/8" FLD VERIFY W/ARCHITECT 10" 1'-2 3/8" 8'-6 7/8" 10" 6 A3.2 VERTICAL #4 BARS @24" oc TURNED UP INTO SLAB AT ALL THREE SIDES, REFERENCE 3/A2.2 AND 5/A2.2. 3 -CONT. #4 BAR, TOP, MIDDLE AND BOTTOM, REFERENCE DETAILS 5/A2.2 & 6/A3.2. NEW SLAB TO RETURN INTO DOORWAY. REMOVE THE TOP CMU COURSES AT THESE LOCATIONS. NEW SLAB TURNS DOWN TO FORM FOUNDATION WALL . EXISTING CONCRETE TIE BEAM BELOW AT THE NORTH AND EAST SIDE OF NEW SLAB. NEW SLAB TURNS DOWN TO FORM BEAM. DEMO EXISTING MUD SLAB AS REQUIRED FOR NEW BEAM AND FOUNDATION WALLS. EXISTING EDGE OF PARKING GARAGE STRUCTURE #4 REBAR @16" oc INTO NEW INTERIOR SLAB, REFERENCE 3/A2.2. 5 A2.2 3 A2.2 12345 PLAN NOTES: STEEL BENT PLATE, SEE DETAIL 8/A3.1. TREATED 2X12 BOLTED TO CMU, SEE DETAIL 6/A3.1 COORDINATE WITH PLUMBING FOR DRAIN LOCATIONS. SURROUND STEEL COLUMN W/6" OR 8" CMU, 2 COURSES HIGH. FILL RESIDUAL SPACE W/FOAM INSULATION. WATERPROOF AROUND OUTSIDE OF CMU PER DETAIL 9/A3.2. 6 MIL. PLASTIC VAPOR RETARDER. SCALE: 1/4" = 1'-0" 1 First Floor Sandwich Assembly A0.1 0 2' 4' 8'