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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 A104 FOURTH 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC.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 A114 2 A114 3 A114 4 A114 5 A114 4 A401 8 A401 5 A402 3 A404 5 A403 9 A403 5
A502 11 A502 1 A307 2 A307 3 A306 3 A307 4 A307 1 A201 3 A201 11'-10 7/8" 21'-0" 6'-11 5/8" 5'-3 5/8" 20'-7 5/8" 9'-5 5/8" 5'-4 3/8" 2'-0 5/8" 2'-7 1/2" 16'-6 7/8" 6'-6 1/4" 7'-11" 6'-4"
9'-4" 9'-6" 11" 4'-7" 4'-7" 7'-3" 18'-10" 9'-1 3/4" 35'-3 5/8" 9'-2 3/8" 18'-10" 59'-4 1/8" 57'-8" 8'-0" 6 1/2" 67'-8 1/4" 216'-3 7/8" 10 5/8" 9'-5 5/8" 45'-10 5/8" 10'-0" 66'-2 7/8"
3'-5" 6'-3" 2'-1" 4'-2" 9'-6 1/2" 5'-1 1/2" 21'-8 1/8" 9'-6 5/8" 16'-7 1/4" 10 3/8" 9'-7 5/8" 8 3/4" 9'-7 5/8" 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" 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" 6'-4"
11" 9'-11 3/8" 4'-7" 6" 4'-8" 6" 4'-8" 6'-1" 5'-11 1/2" 12'-6" 2 A201 11 12 12 11 12 12 18 20 20 20 20 20 20 20 20 20 20 15 16 16 15 21 21 22 9 10 SIM. OPP HAND WOMEN'S RR 403 MEN'S
RR 404 CORR. 406 STAIR 2 402 STAIR 1 413 BALCONY 401 ELEV. 3 LEASABLE SPACE 410 JAN. CLOS. 405 ELEC. ROOM 411 IDF ROOM 412 401 405 406A 403 402 404 406B 413 412 411 415A415B 416A416B
M8A M8 ELEV. LOBBY 407 ELEV. 1 408 ELEV. 2 409 LEASABLE SPACE 414 414 1HR 1HR 1HR 1HR 1 1HR 4 4 3 1HR1HR 1HR4 1 2HR 2HR 2HR 2HR OPEN TO BELOW 9 9 9 9 9 2 4 1HR 4 1HR 4 1HR 4 1HR 10 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 E.5 F.1 F.F.4 F.8 G.4 G.8 H.1 H.7 J.1 J.8 K.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 23 23 23 23 S3A S3A S3A S3A S3B S6C S6C S6C S3A S6C S3D S3D S3B S6CS6C S6C S8B S8B S8B S3A S3A PORCH 416 PORCH 415 S3A
M8A M8 S3A S3A S6C S3A S3A S3A S3A S6B S6A S6A S6A S6A S6A S6A S6A S3A S3A S6A S6A S6A S6A S6A S6A S6A S6A S6A S6A S6A S3B M8 M8 M8 S3A M8 M8 S3A S3A S3A M8 M8 S3DS3D S6A S6A S6A S6A
S3A S3A S8C 2 2 2 1HR 2 HR 1HR 1HR 2 HR 2 HR 2 HR S3A S3A S6Ch BALCONY S6F S3B S6E S6Ch S6A S6Ch S6Ch S3A 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 FOURTH FLOOR A104 0 4' 8' 16' PARCEL 7-C-1 THEATRE, N.I.C. PARCEL 7-C-3 GARAGE, N.I.C.