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Project: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: Sheet Title: VILLAGE ON THE GREEN, PARCEL 7C-2 Carmel, IN, 46032
COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture /Project Management: Project Number: Last Revision Date: Print Date Drawn By Checked By Sheet Issue Date OFFICE BUILDING & BLACK BOX THEATER
PEDCOR DESIGN GROUP A103 THIRD FLOOR PLAN 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC.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. c COPYRIGHT 2006, 2007,
2008, 2009, JAMES R. STUTZMAN, AIA, CARMEL, IN. BID SET No.1 SHELL & CORE EJD LGA 10/1/09 30 West Main Street, Suite 220 Carmel, Indiana 46032 317.571-2787 CARMEL CITY CENTER COMMUNITY
DEVELOPMENT CORPORATION Owner: North Parcel 7-C Keyplan 7C-1 7C-2 7C-39/15/09 1. ADENUM NO. 1 10-02-09 1 A113 2 A113 3 A113 4 A113 5 A113 1 A401 7 A401 4 3 A402 A404 3 A405 4 A403 8
A403 4 A502 8 A502 1 A307 2 A307 3 A306 3 A307 1 A201 3 A201 7'-11" 18'-10" 9'-1 3/4" 35'-4 1/4" 9'-1 3/4" 18'-10" 59'-4 1/8" 57'-8" 8'-0" 5'-11 5/8" 5'-3 5/8" 20'-7 5/8" 9'-5 5/8" 1'-4
3/8" 2'-3" 4'-7" 7'-3" 4'-7" 7'-3" 8'-4" 6'-2 5/8" 216'-3 7/8" 10 5/8" 9'-5 5/8" 45'-10 5/8" 10'-0" 66'-2 7/8" 9'-6 1/2" 5'-1 1/2" 21'-8 1/8" 9'-6 5/8" 16'-7 1/4" 10 3/8" 1'-7" 9'-6"
1'-5" 3'-4" 7'-11 5/8" 9'-7 5/8" 8 3/4" 9'-7 5/8" 18'-1 1/2" 2'-7 1/2" 10'-10 1/4" 4'-7" 6" 4'-8" 6" 4'-8" 6'-0 5/8" 5'-11 1/2" 8'-8" 8'-2 1/2" 9'-7 1/8" 9'-8 5/8" 8'-4 3/4" 8'-7 3/8"
9'-8 5/8" 9'-7 1/4" 16'-10" 10'-2 1/4" 30'-0" 26'-4" 14'-5" 6'-6" 11'-9 3/8" 17'-11" 7'-7 1/2" 1'-5 1/2" 1'-5 3/8" 8'-3 1/2" 12'-0 1/2" 10'-3 3/8" 7'-5" 14'-10 7/8" 8'-3 1/2" 1'-3 7/8"
2'-0 1/4" 10 7/8" 11" 10 7/8" 11" 11 12 12 11 12 12 18 19 19 19 19 20 20 20 20 20 20 20 20 20 20 15 16 16 15 21 21 17 24 CORR. RM 306 STAIR 1 313 SIM. OPP HAND IDF ROOM 312 WOMEN'S RR
303 MEN'S RR 304 306 STAIR 2 302 PORCH 301 ELEV. 3 LEASABLE SPACE 310 JAN. CLOS. 305 ELEC. ROOM 311 301A 301B 301C 305 306A 303 302 304 306B 313 312 311 316A316B 317A317B M8A ELEV. LOBBY
307 ELEV. 1 ELEV. 2 308 LEASABLE SPACE 315 315 GRILL 308 1HR 1HR 1HR 1HR 1 1HR 2HR 2HR 2HR 2HR FD FD 4 4 3 2 1HR1HR 1HR4 1 1HR4 10 2 A201 1 A202 1 A301 3 A301 1 A302 3 A302 1 A303 3
A303 1 A304 3 A304 1 A305 3 A305 1 A306 3 A304 1 A306 4 A302 5 A307 S3A S3A E.5 F.1 F.4 F.8 G.4 G.8 H.1 H.7 J.1 J.8 K.1 1 L.8 N.1 P.1 Q.5 Q.8 18 17.9 17.5 16.5 15.4 15.2 15.1 15 N.6
18.1 17 16 P.6 4 A306 2 A202 PORCH 313 PORCH RM 317 RM 316 S6B S6A S6A S6A S6A S6A S6A S6A S6A S6A S6A S6A S6A S6Ch S6Ch S3A S3A S6A S6A S3A S3A S3A S3B S6C S6C S6C S3A S6C S3D S3D S3B
S6CS6C S6C S8B S8B S3A S3A M8 M8A M8 S3A S6C S3A S3A S3A S3A S6A S6AS6A S6A S6A S6A S6A S6A S3B M8 M8 M8 S3A M8 M8 S3A S3A S3A M8 M8 S3A S3D S3D S3A S3A S3B S8C S6Ch S6Ch 2 2 2 1HR 2
HR 1HR 1HR 2 HR 2 HR 2 HR S3D S3D BALCONY S6Ch S6E GENERAL NOTES A. +0'-0" = 833.50' B. THESE GENERAL NOTES APPLY TO ALL SHEETS. C. DIMENSIONS ARE TO FACE CONCRETE WALLS, MASONARY WALLS,
FACE OF METAL STUDS, OR COLUMN CENTERLINE UNLESS NOTED OTHERWISE. D. BUILDING IS FULLY EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM. E. ALL WORK SHOWN IN THESE DRAWINGS AND IN THE SPECIFICATIONS
SHALL BE BASE BID UNLESS NOTED TO BE BY ALTERNATE BID. F. REFER TO SHEET AG001 FOR WALL TYPES. G. REFER TO SHEET A601 FOR DOOR TYPES. H. REFER TO SHEET A-602, 603 FOR WINDOW TYPES. J.
PAINT ALL HOLLOW METAL DOORS AND FRAMES, EXPOSED STEEL, LINTELS, HANDRAILS, GUARDRAILS, LADDERS BEAMS, ETC. IN ALL FINISHED AREAS. K. ALL HOLLOW METAL DOOR FRAMES IN MASONRY WALLS SHALL
BE GROUTED FULL. L. CAULK INTERIOR AND EXTERIOR PERIMETERS OF ALL HOLLOW METAL AND ALUMINUM DOOR AND WINDOW FRAMES. M. VERIFY UNDERCUT REQUIREMENTS OF DOORS WHERE CARPET OR OTHER FLOORING
IS TO BE INSTALLED. N. MAXIMUM SPACING BETWEEN GYP. BD. CONTROL JOINTS (C.J.) SHALL BE 30'-0". THE MAXIMUM DISTANCE FROM A CORNER TO A JOINT SHALL BE 24'-0". PROVIDE CONTROL JOINTS BETWEEN
ALL INTERIOR LOAD BEARING WALLS AND NON-LOAD BEARING WALLS; AT ALL ABRUPT CHANGES IN WALL HEIGHT; AT ALL CHANGES OF WALL THICKNESS; AT PILASTERS AND COLUMNS. VERIFY FINAL JOINT LOCATIONS
WITH A/E BEFORE CONSTRUCTION. O. MAXIMUM SPACING BETWEEN GYPSUM DRYWALL JOINTS (C.J.) SHALL BE 30' UNLESS NOTED OTHERWISE. VERIFY ALL LOCATIONS WITH ARCHITECT BEFORE CONSTRUCTION. P.
A MINIMUM CLEAR AREA OF 18" IS REQUIRED TO THE SIDE OF EACH DOOR STRIKE JAMB ON THE PULL SIDE FOR DOORS ON AN ACCESSIBLE ROUTE. Q. ALL ROOF SLOPES ARE 1/4" PER FOOT UNLESS NOTED OTHERWISE.
R. ALL METAL FRAMED WALLS SHALL EXTEND TO ROOF DECK ABOVE AND BE PROVIDED WITH FIRE STOP SEALANT UNLESS NOTED OTHERWISE. S. ALL DOOR FRAMES WILL BE LOCATED 4" FROM CLOSEST ADJACENT WALL.
U.N.O. T. DO NOT SCALE DRAWINGS, CONTACT ARCHITECT IF SPECIFIC DIMENSION IS NEEDED U. NO GYP. BD. ON TENANT WALLS U.N.O. PLAN NOTES 1. SEMI RECESSED FIREEXTINGUISHER/CABINET 2. STEEL
CROSS BRACE, SEE STRUCTURAL 3. INTERIOR GYP. BD. REQUIRED FOR STRUCTURAL 4. INTERIOR GYP. BD. REQUIRED FOR FIRE RATING 5. TEMPORARY WALL UNTIL ADJ. BUILDING IS IN USE 6. SURFACE MOUNTED
FIRE EXTINGUISHER 7. CONC. TOPPING SLAB 8. PAINTED MTL. HANDRAILS 9. VERTICAL EXP. JT. ASSEMBLY SCALE: 1/8" = 1'-0" 10. HORIZONTAL EXP. JT. ASSEMBLY 1 THIRD FLOOR A103 0 4' 8' 16' PARCEL
7-C-1 THEATRE, N.I.C. PARCEL 7-C-3 GARAGE, N.I.C.