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Home My WebLink AboutA1.1 SLAB FLOOR PLAN.PDFProject Number: Revisions: Drawn By Checked ByIssue Date 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: OF F I C E S P A C E Ca r m e l , In d i a n a 4 6 0 3 2 Ca r m e l C i t y C e n t e r 41 W . C i t y C e n t e r D r i v e COPYRIGHT & OWNERSHIP OF DOCUMENTS Su i t e s 7 0 , 7 4 , 7 6 N 19 R @ 6 2 5 / 3 2 " = 1 0 ' - 8 3 / 4 " 18 T @ 1 1 2 9 / 6 4 " = 1 7 ' - 2 3 / 6 4 " UP SCALE: 1/128"= 1'-0" KEY PLAN SUITES 70, 74, 76 PEDCOR DESIGN GROUP, L.L.C. A1.1 SLAB FLOOR PLAN DJS MC/ JAW07/27/2012 STATE RELEASE SET: 07/27/2012 THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLEPROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALLINFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSIONAND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED ASPUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT,INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALLINFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL ANDUNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, ANDPEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, ORPORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BEDUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED,MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THESPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R.STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2012JAMES R. STUTZMAN, AIA, Carmel, Indiana. 19 R @ 6 2 5 / 3 2 " = 1 0 ' - 8 3 / 4 " 18 T @ 1 1 2 9 / 6 4 " = 1 7 ' - 2 3 / 6 4 " UP 6 A3.1 6 A3.1 6 A3.1 6 A3.1 6 A3.1 6 A3.1 5 A3.1 5 A3.1 9 A3.1 9 A3.1 1 A3.2 3 A3.1 4 A3.1 1A3.1 4A3.1 3 A3.1 4 A3.1 3 A3.1 4 A3.1 2 A3.1 4 A3.1 3 A3.1 4 A3.1 3 A3.1 4 A3.1 2 A3.1 4 A3.1 3 A3.1 4 A3.1 8A3.1 10 A3.1 12 A3.1 11 A3.1 13 A3.1 13 A3.1 7 A3.1 3 A3.3 Mech. Lineset Ref. Mech. Design Duct penetration. Fire damper required. Ref. Mech. Design Existing conc. ribbon slab Existing conc. ribbon slab Existing conc. ribbon slab Existing conc. column Existing conc. wall Existing conc. column Existing conc. column Existing conc. column Existing conc. column Existing conc. wall Existing CMU wall Existing CMU wall Existing conc. wall Existing CMU wall Existing CMU wall Existing CMU wall Existing CMU wall Existing CMU wall New door infill in existing opening of CMU wall Manhole cover to be determined 9 4 6 5 1 8 3 5 2 2 BREAK ROOM RECEPTION AGENT OFFICE OPEN OFFICE SERVICE CORRIDOR MANAGER'S OFFICE LARRY'S OFFICE CONFERENCE ROOM RESTROOM RESTROOMAGENT OFFICE AGENT OFFICE STORAGE PRINT ROOM BULLPEN HALL CL 105 HALL REST ROOM REST ROOM EXISTING SERVICE ELEVATOR EXISTING LOADING DOCK EXISTING ENVAC EXIS T I N G ELE V A T O R MAC H I N E R O O M EXISTING LOADING EXISTING ENVAC RA M P UP LANDING LANDING SERVICE CORRIDOR COMMON SPACE RA M P UP RAMP UP EXISTING STAIR EXISTING STAIRS EXISTING ELEVATORS EXISTING MECH. FAN ROOM EXISTING STORAGE EXISTING ELEVATOR LOBBY ST O R A G E ST O R A G E STORAGE STORAGE OPP. OPP. OPP. TYP. TYP. SIM. OPP. LANDING STORAGE STORAGE STORAGE ST O R A G E ST O R A G E ST O R A G E ST O R A G E RA M P DO W N 2" V . I . F . UP SLAB IN SHADED AREA TO ALIGN WITH SLAB IN ENVAC ROOM UP New landing & stairs/ railing 6 19 R @ 6 2 5 / 3 2 " = 1 0 ' - 8 3 / 4 " 18 T @ 1 1 2 9 / 6 4 " = 1 7 ' - 2 3 / 6 4 " UP EQ.EQ. EQ . EQ . EQ . EQ . EQ . EQ . EQ . EQ . EQ . EQ.EQ. 1' 1'1'1' 1' 1'1'1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1'1' 1'1' 1'1' 1' 1' 1' 1'1' 1'1' 1'1' 1'1' 1' 1' 1' 1'1'1' 1' 1'1' 1' 1'1'1'1'9'- 1 0 3 / 4 " 12 ' - 1 0 " 8'- 8 " 16'13'-3 1/2" 11 ' - 6 1 / 2 " 19 ' - 2 " 1' 1'1' 7 A3.1 13 A3.1 13 A3.1 8A3.1 ALIGN W/ WALLS Plumbing under finish slab, reference Plumbing Plan. Plumbing under finish slab, reference Plumbing Plan. Center on column Center on column ALIGN W/ WALLS Turn down slab, Turn down slab Slab to slab contsruction joint Slab to slab contsruction joint Slab to slab contsruction joint Construction joint at slab to landing. Manhole cover to be determined EXISTING LOADING DOCK LANDING RA M P UP RAMP UP LANDING LANDING RA M P UP RA M P DO W N 2" V . I . F . SLAB IN SHADED AREA TO ALIGN WITH SLAB IN ENVAC ROOM NOTE: TENANT BUILD-OUT WALLS & FIXTURES SHOWN W/ DASHED LINE CONTROL JOINTS A MINIMUM 2" THICK BY 2' WIDE RIGID INSULATION OVER COMPACTED FILL UNDER SLAB IN SHADED AREAS GROUT 2'-0" LONG #4 REBAR 4' O.C. INTO EXISTING WALLS AT RAMPS AND LANDINGS IN SHADED AREA UP 24 23 22 21.5 20 21 25 Q R SR.5Q.5 24 23 22 21.5 20 21 25 Q R SR.5Q.5 NOTES: 1. All penetrations through fire rated walls, floors and roofs shall have UL rated assemblies protecting the spaces at occupied sides. See sheet A3.3 for related assemblies. 2. Tenant's fire alarm shall be connected to the Building fire alarm and include sensors as required for its occupancy type and High-rise construction. 3. Reference UL rated wall assemblies for rated walls indicated on the project floor plan, and the life safety plan of the project. 4. Review interior drawings for all wall types. 5. Include finishing (completing) and repairing all existing spray-applied fireproofing, fire sealants and fire stopping that is unfinished or damaged from the shell project into the scope of this tenant improvement. Provide a breakout summary of work required and proportion of the line item affected by these areas and items. GENERAL NOTES: 1 USE 1/2" EXPANSION JOINT MATERIAL AGAINST ALL EXISTING CONCRETE & CMU WALLS AND AROUND ALL COLUMN & PIPE PENETRATIONS. 2 RAMP SLOPES TO BE 1:12 UNLESS NOTED. 3 RAIL POSTS TO BE CORE DRILLED AND EPOXIED. SCALE: 1/8" = 1'-0" 1 FLOOR PLAN A1.1 0 4'8'16' SCALE: 1/8" = 1'-0" 2 SLAB CONTROL JOINT PLAN A1.1 0 4'8'16'