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Home My WebLink AboutA205 Interior ElevationsHamilton Commercial and Residential Project: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date LGA, EJD, DJS Laurence Armstrong Carmel, Indiana 46032 #### SCALE: NTS PLAN NORTH KEY PLAN PARK EAST PEDCOR DESIGN GROUP LLC A205 Interior Elevations 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 2017 JAMES R. STUTZMAN, AIA, CARMEL, INDIANA. Construction Documents By: Friday, October 6, 2017, BIM Server: BIM20 - BIM Server 20/BLDG E/Building E Retail 3'-6" V.I.F. 8'-11" V.I.F. 3'-6" V.I.F. 5'-2" 24'-0" 24'-0" 24'-0" EXIST. GARAGE CAST-IN-PLACE CONC BUMPER WALL AND COLUMNS OVERHEAD DOOR TO SERVICE GARAGE EXIST. GARAGE CMU WALL 8" CMU WALL TO UNDERSIDE OF EXIST. CONC. SLAB ABOVE 8" CMU WALL TO UNDERSIDE OF EXIST. CONC. BEAM ABOVE HM DOOR TO SERVICE GARAGE HM DOOR TO RETAIL SPACE GROUND FLOOR +0'-0" (834.50') GROUND FLOOR +0'-0" (834.50') UNDERSIDE OF EXIST. CONC. SLAB BEYOND MECH. LOUVER 3'-6" V.I.F. 9'-1" V.I.F. 3'-2" V.I.F. 2'-7" V.I.F. 24'-0" 24'-0" 24'-0" 24'-0" 1'-0 TYP. 1'-0" EXIST. GARAGE CAST-IN-PLACE CONC. WALL AND COLUMNS LINE OF EXIST. GARAGE CAST-IN- PLACE CONC. SLAB BEYOND WALL EXIST. GARAGE CMU WALL EXIST. GARAGE CAST-IN-PLACE CONC. BEAMS AND ELEVATED SLAB 8" CMU WALL TO UNDERSIDE OF EXIST. CONC. SLAB ABOVE 4" SLOPED CONC. SLAB IN SERVICE CORRIDOR INSULATED SUSPENDED ACOUS. PANEL CEILING EXIST. GARAGE CAST-IN-PLACE CONC. RETAINING WALL AT NORTH END EXIST. GARAGE CMU WALL 8" CMU WALL TO UNDERSIDE OF EXIST. CONC. BEAM ABOVE GROUND FLOOR +0'-0" (834.50') FLOOR 3'-6" V.I.F. 8'-11" V.I.F. 32'-10" 19'-8" 1'-0" 1'-0" TYP. EXIST. GARAGE CAST-IN-PLACE CONC. WALL AND COLUMNS EXIST. GARAGE CAST-IN-PLACE CONC. BEAMS AND ELEVATED SLAB 8" CMU WALL TO UNDERSIDE OF EXIST. CONC. BEAM ABOVE 4" CONC. SLAB GROUND FLOOR +0'-0" (834.50') FLOOR 2 2.1 3 4 6 5 A205 4 6 5 A205 G 8'-11" V.I.F. 19'-8" 32'-10" 1'-0" TYP. 1'-0" EXIST. GARAGE CAST-IN-PLACE CONC. WALL AND COLUMNS EXIST. GARAGE CAST-IN-PLACE CONC. BEAMS AND ELEVATED SLAB EXIST.8" CMU WALL TO UNDERSIDE OF EXIST. CONC. BEAM ABOVE 4" CONC. SLAB GROUND FLOOR +0'-0" (834.50') CONC. RAMP 8 1 J H F C B A 4" 4 3/8" 10" 6" EXISTING CMU WALL NEW 4" THICK CIP CONC. CURB EXISTING BARRIER CABLE CUT BACK EXIST. ELASTOMERIC FLOOR COATING FOR NEW CONC. CURB AND RECOAT OVER NEW CURB EXISTING CONC. COLUMN BEYOND REMOVE BOTTOM BARRIER CABLE WATER TIGHT 1-HOUR FIRESTOP JOINT ASSEMBLY EXIST. POST-TENSIONING TENDON EXIST. REBAR EXIST. POST-TENSIONING CABLE ANCHORING DEVICE EXISTING CIP CONCRETE SLAB 5" 5" V.I.F. EXISTING CMU WALL VARIES EXIST. BARRIER CABLE NEW 4" THICK CIP CONCRETE CURB EXISTING CONC. COLUMN BEYOND REMOVE BOTTOM BARRIER CABLE WATER TIGHT 1-HOUR FIRESTOP JOINT ASSEMBLY CUT BACK EXIST. ELASTOMERIC FLOOR COATING FOR NEW CONC. CURB AND RECOAT OVER NEW CURB EXIST. POST-TENSIONING TENDON EXIST. REBAR EXIST. POST-TENSIONING CABLE ANCHORING DEVICE EXISTING CIP CONCRETE SLAB 6 7 5 8 A205 C C FIRE RETARDANT TREATED 2x WOOD BLOCKING AS REQUIRED REFRENCE ROOFING DETAILS FOR MEMBRANE APPLICATION ONE HOUR FIRE RATED ASSEMBLY RIGID INSULATION PLYWOOD ROOF DECK REF. S-SERIES DRAWINGS LIQUID APPLIED WEATHER BARRIER 7 A *DETAIL TYPICAL AT PLAZA LEVEL COLUMNS SLOPE SLOPE SEALANT & BACKER ROD - OVERLAP PREFAB JOINT FILLER AS RECOMMENDED BY MFR. EXISTING STRUCTURAL COLUMN REF. STRUCTURAL DWGS. PREFAB. COMPRESSIBLE JOINT FILLER-SLOPE FROM CENTER FOR DRAINAGE DASHED LINE INDICATES TRAFFIC BEARING MEMBRANE EXISTIGPRECAST PANEL REF. ELEVATIONS & PLANS ELEVATIO SEALANT AND BACKER ROD, 10'-1" 2'-10 3/4" 2'-6 3/4" 5'-5 7/8" 8'-1 3/8" 7'-0" 4'-0" EXIST. FIRE ALARM PANEL AS-BUILT DOM. WATER PIPE AS-BUILT SPRINKLER PIPE PROPOSED SUSPENDED DOM. WATER BOOSTER PUMP AS-BUILT DRY STANDPIPE AS-BUILT ELEC. OUTLET/CONDUIT UNISTRUT SUPPORT RAIL L3x3x1/4" SUPPORT RAIL ATTACHED TO CMU WALL w/1/2" DIA SLEEVE ANCHORS 1/2" DIA ALL-THREAD ROD UNISTRUT w/(2) 1/2" DIA HILTI KWIK BOLT III (EMBED 2 1/4") SIDE VIEW IN PUMP POWER OUT AND CONTROL PANELS F E SCALE: 1/4" = 1'-0" 1 Wall Elevation A205 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 Wall Elevation A205 0 2' 4' 8' SCALE: 1/4" = 1'-0" 3 Wall Elevation A205 0 2' 4' 8' SCALE: 1/4" = 1'-0" 4 Wall Elevation A205 0 2' 4' 8' SCALE: 1 1/2"= 1'-0" 5 Expansion Joint Section A205 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 6 Expansion Joint Section A205 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 7 Roof Expansion Joint Section A205 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 8 Column Sealant Plan Detail A205 0 6'' 12'' 18'' SCALE: 3/8" = 1'-0" 9 Riser Room Section/ Elevation A205 0 2' 4' 6' 10/6/2017 10/6/2017 04/16/18 Nick Mishler