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Home My WebLink AboutA1.0 Slab Floor Plans.PDFProject Number: Revisions: Drawn By Checked ByIssue Date Architecture / Project Managment: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: Sheet Title: Project: Developer: By: SI L V E R D O O R S P A Ca r m e l C i t y C e n t e r - S u i t e 6 4 76 2 S . R a n g e l i n e R o a d , C a r m e l I N 4 6 0 3 2 COPYRIGHT & OWNERSHIP OF DOCUMENTS Check Set: 9.21.2012 State Release Set: 9.28.2012 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 SUITE 64 Th u r s d a y , S e p t e m b e r 2 7 , 2 0 1 2 ; A L L D A T A : M S : D E S I G N : P R O J E C T S : C A R M E L C I T Y C E N T E R : C C C D r a w i n g s : C C C C o n s t r u c t i o n D o c : B u i l d i n g A : A . G e n e r a l : B L D G A I N T E R I O R S : T E N A N T S : S I L V E R D O O R S P A : C D ' s : S D S A r c h i t e c t u r a l G e n e r a l D e t a i l s . p l n PEDCOR DESIGN GROUP A1.0 Slab Floor Plans DJS MC/JAW 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC.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 2012 JAMES R. STUTZMAN, AIA, Carmel, Indiana. 9/28/2012 NOTES: 1. All penetrations through fire rated walls, floors and roofs shall have UL rated assemblies protecting the spaces at occupied sides. See sheet A3.2 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. UP 4 A3.1 4 A3.1 2 A3.1 1 A3.1 3 A3.2 3 A3.1 1 A3.1 3 A3.1 1 A3.1 5 A3.1 5 A3.1 6 A3.1 6 A3.1 7 A3.1 6 A3.1 85 Mech. Lineset Ref. Mech. Design Duct penetration. Fire damper required. Ref. Mech. Design Existing conc. ribbon slab Existing conc. column Existing CMU wall Existing CMU wall Existing Demising wall Existing conc. column Existing conc. column Existing conc. column Existing conc. column Existing conc. column Existing Demising wall Existing CMU wall Existing CMU wall Existing CMU wall New 1 hour rated wall Existing CMU wall Existing pipe V.I.F. Install conduit at floor level for baseboard heat Install conduit at floor level for baseboard heat New 1 hour rated wall Existing slab TREATMENT 4 LAUNDRY TREATMENT 5 PLACE OF PEACETREATMENT 1 MANI-PEDI RETAIL OFFICE REST ROOM LOCKER ROOM TOILET TREATMENT 3 TREATMENT 2 STOR. HALL HALL HALL BREAK ROOM EQ . EQ . EQ . 1'1'1'1' 1' 1' 1'1' 1'1' Plumbing under finish slab, reference Plumbing Plan. Plumbing under finish slab, reference Plumbing Plan. Center on column ALIGN W/ WALL Turn down slab Slab to slab contsruction joint Center on column Turn down slab ALIGN W/ WALL EDGE OF EXISTING SLAB V.I.F. Slab to slab contsruction joint Existing ribbon slab Existing diamond dowels 18 17 18 17 R R.5Q.5RR.5Q.5 SLAB NOTES: 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 SHADED AREA NOT IN CONTRACT EXISTING SLAB SCALE: 1/4" = 1'-0" 1 Floor Plan A1.0SCALE: 1/4" = 1'-0" 2 Slab Control Joint plan A1.0