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Home My WebLink AboutUntitled (2) 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 A101 FIRST 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC.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 A111 2 A111 3 A111 4 A111 5 A111 3 A401 5 A401 2 A402 1 A404 2 A403 6 A403 1 A4O5 4 A502 6 A502 18'-10" 9'-1 3/4" 35'-4 1/4" 9'-1 3/4" 18'-10" 59'-4 1/8" 57'-8" 8'-0" 216'-3 7/8" 1'-3" 10 5/8" 9'-5 5/8" 45'-10 5/8" 10'-0" 7'-3 5/8" 7'-11 5/8" 10'-7 3/4" 11'-11 5/8" 3'-8" 1'-4" 20'-7 5/8" 11'-2 3/8" 10'-4 3/8"4 3/8" 9'-4 1/2" 5'-1 1/2" 21'-8 1/8" 9'-6 5/8" 16'-7 1/4" 10'-0 5/8" 10'-5 3/8" 5'-10 3/8" 11'-7 1/4" 1'-0 3/4" 11 7/8" 7'-6 5/8" 11 7/8" 1'-1 7/8" 12'-5 5 1/2" 9" 1'-3 5/8" 1'-0 3/4" 11 7/8" 1'-3 5/8" 9" 11'-11 5/8" 5'-0" 3'-1 3/4" 11'-6" 3'-10 3/8" 2'-0 5/8" 9" 6'-4" 4'-0" 3'-4" 3'-4" 9'-7 5/8" 8 3/4" 9'-7 5/8" 6 5/8" 1'-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" 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" 1'-6 1/8" 9 7/8" 1'-2 5/8" 6'-0" 20'-9 3/4" 8'-0" 3'-4" 2'-8" 14'-0" 8'-2" 2'-0 5/8" 11" 3'-4" 11 1/2" 1'-0" 6 1/2" 1'-0" 1'-0" 6'-2 1/8" 10 1/2" 4" 7 1/8" 7 5/8" R 26'-8 3/8" 1 A307 2 A307 3 A306 1 A201 3 A201 12 3 3 3 3 4 6 77 9 10 5 SIM. OPP HAND WOMEN'S RR 107 MEN'S RR 108 CORR. 109 STAIR 2 104 STAIR 1 120 CORR. 106 LOBBY 114 STOR. 102 VESTIBULE 115 PORCH 116 BLACK BOX THEATER 119 ELEV. LOBBY 125 ELEV. 3 LEASABLE SPACE 126 BAR 101 ELEV. MACH 123 LINE OF FLOOR OPENING ABOVE LINE OF TUNNEL BELOW ELEC. ROOM 122 MDF ROOM 121 MECH. 117 COAT ROOM 103 CORR. 118 102 116B 116C 118 114D 114E 104A S8B S8B S8B S3B S3A S3A S3A S3A S6F S3A S6F S6D S6D S6C S6C S3A S3D S3D S3B S6C S6C S8B S8B S3AS3A S6C M8 S3A S8A S6D S3B M8 M8 S8A M8 M8 M8 M8 S8A S8A S3A S3A S6C S6D S8B S3A S3D M8 M8 117 ELEV. 1 ELEV. 2 ELEV. LOBBY 111 S6E M8A M8A M8A M8 S8A S3A S3B ELEV. MACH.RM. 110 115B 115C S6C S6F S6F S6F S6D S6D S3B S3A S8E S3D S3D S3AM8 1 1 4 4 4 4 4 2 1HR 1HR 1HR 1HR 1HR 1HR 3 1HR1HR1HR1HR1HR 1HR 1HR 5 S8D 110 6 6 1HR 1HR 6 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 108 107 114A 114B 114C 109B 109A 125 121 122 123 126A 126B 119A 119B E.5 F.1 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 8488 8 4 116A 104B 120 S8A S6C S3A S3A S6C S3A S3A S3A S8A S8A S8A S8A S3A S8AS8A S8AS8A S8A S8A S6F S3A M8 S8A 103 WATER AND SPRINK. RISER 105 S6C S8B 104C 115A S6E S6C S3B S8C S6Ch S6Ch S6Ch S6Ch S8 S8B S6Ch S8A 2 2 2 2 HR 2 HR 2 HR 2 HR 1HR1HR 1HR 2 HR 2 HR 2 HR 2 HR S8S8S8 2HR 2HR 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/CA BINET 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 FIRST FLOOR A101 0 4' 8' 16' PARCEL 7-C-1 THEATRE, N.I.C. PARCEL 7-C-3 GARAGE, N.I.C.