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HomeMy WebLinkAboutAA102C Second Floor - Area CProject: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: CARMEL CITY CENTER Carmel, Indiana Building A Phase 1 COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date PEDCOR DESIGN GROUP LLC 0502.00 AA102C Second Floor - Area C Bid Set 04.21.06 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC.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 2006, 2007, 2008 JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 25 26 BID SET A.410 ISSUE, 12/29/08 BID SET A.210.ASI.01, 01/20/09 (AFFECTING A.300, A.310, A.400) WINDOW SCHEDULE UPDATE, 2/02/09 BID SET A.300, 02/07/09 MASONRY AND EIFS UPDATE SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA C AREA B R KEY PLAN BLDG A Friday, February 13, 2009; ALLDATA:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.General:BLDG A LAYOUT DRAWINGS:BLDG A Floor Plans.pln All Bid Sets 1 AA423 5 AA422 4 AA418 5 AA419 2 AA413 SA6-2 S6Ci S6Ci S6Ci S6Ci SA5-2a S6C SA5-2 S6Ci S6Ci A-219 S3.5Bi A-217 S3.5Bi S3.5A S3.5Bi S3.5Bi S4H i A-227 S3.5Bi S4H i S4H i A-229 S3.5Bi S3.5Bi S3.5Bi S3.5Bi A-224 A-226 S3.5Bi A-228 S3.5Bi S3.5Bi A-230 S3.5Bi A-231 S3.5Bi S3.5A S3.5A S3.5A S3.5Bi S3.5Bi A-218 S3.5Bi S3.5Bi A-220 S3.5Bi S4H i TA5-2 S3.5Bi S1.5A S1.5A S4H i S4H i S4H i S4H i S3.5Bi S2.5Ji S2.5Ji S2.5Ji S2.5Ji S2.5Ji S2.5Li S2.5Ji S2.5Ji S2.5Ji S3.5Bi S2.5Ji S2.5Li S2.5Ji S2.5Ji S2.5Ji S2.5Li S2.5Ji S2.5Ji S2.5Ji S3.5Bi S6H i S6H i S6H i S6H i A-225 S3.5Bi W48 S6C W39 S6Di S6A S6A S6A VBRK2 VBRK2 VEFIS VEFIS VEFIS VEFIS VEFIS VEIFS W03 DR01 DR01 VEFIS VEFIS VEFIS VBRK2 W03 VBRK2 VBRK2 S6Di DR01 DR01 VEIFS VEIFS VBRK2 VEIFS VEIFS VBRK2 S6Di S6Di DR11 VEIFS VEIFS VEIFS VEIFS VBRK2 S6Di VEIFS S6Di S6Di DR21 DR21 VBRK2 S6Di DR03 DR03 DR04 DR04 S6Di VEFIS W04 DR03 DR03 S6Di VEFIS A8 A8 A8D A8D A8D S6H i A8D A8D A8A A8D A8A AREA B AREA C AREA A AREA B 9 AA703 9 AA703 SIM 7 AA702 7 AA703 6 AA703 11 AA536 1 AA534 7 AA703 7 AA703 SIM 7 AA703 6 AA703 3 AA206 8 AA321 11 AA536 1 AA534 3 AA508 5 AA533 8 AA321 8 AA320 2 AA321 6 AA320 1 AA538 7 AA703 SIM 4 AA702 6 AA703 3 AA538 7 AA703 SIM 4 AA702 7 AA703 SIM 9 AA703 10 AA703 10 AA703 9 AA703 3 AA102C 2 AA102C 2 AA115 1 AA113 1 AA114 7 AA113 3 AA117 12 AA530 3 AA125 3 AA123 3 AA126 3 AA120 1 AA124 1 AA122 1 AA133 1 AA134 2 AA434 3 AA118 2 AA119 1 AA260 28'-53/8" 21/2" 29'-91/2" 21/2" 29'-91/2" 21/2" 27'-103/4" 51/4" 31'-51/2" 21/2" 29'-91/8" 21/2" 32'-07/8" 43'-21/2" 21/2" 24'-45/8" 21/2" 24'-35/8" 21/2" 23'-83/4" 35/8" 51/4" 35/8" 9'-75/8" 6" 10'-45/8" 6" 8'-93/4" 6" 45'-97/8" 21/2" 1'-11/4" 35/8" 7'-111/4" 35/8" 35/8" 51/4" 35/8" 11'-117/8" 6" 17'-41/8" 6" 83/4" 1'-11/4" 35/8" 7'-117/8" 6" 39'-03/4" 35/8" 39'-8" 6" 38'-111/2" 35/8" 7'-53/8" 35/8" 6'-01/4" 35/8" 25'-61/2" 39'-51/2" 35/8" 7'-53/8" 35/8" 15/8" 4" 2'-6" 4" 28'-63/4" 2'-0" 4'-01/8" 35/8" 6'-7" 4" 2'-6" 4" 35/8" 9'-53/8" 35/8" 8" 7'-6" 8" 7'-47/8" 35/8" 6" 8'-10" 6" 35/8" 5'-91/8" 35/8" 35/8" 71/8" 6" 20'-3" 6" 5'-13/4" 1'-1" 20'-21/4" 2'-0" 1'-2" 2'-41/2" 1'-01/2" SEE DET. 01/AA702 1'-01/2" 2'-6" 67/8" 6" 1'-47/8" 11/8" 21/2" 11/8" 21/2" 1'-03/4" 35/8" 11/8" 21/2" 14'-101/4" 21/2" 9'-53/8" 21/2" 3'-111/2" 21/2" 1'-43/8" 1'-11/4" 35/8" 7'-111/4" 35/8" 11/8" 21/2" 3/4" 21/2" 15'-11/8" 21/2" 8" 14'-0" 8" 10'-23/4" 4" 4'-21/4" 4" 6'-113/8" 4" 4'-21/4" 4" 2'-115/16" 8" 12'-7" 8" 5'-5" 91/4" 6" 17'-51/4" 6" 91/2" 10'-87/8" 8" 8'-0" 8" 26'-1011/16" 3'-15/16" 16'-95/8" 13'-23/8" 13'-7" 2'-1" 23'-23/4" 4'-81/4" 18'-47/8" 11'-71/8" 6'-51/8" 12'-85/8" 7'-81/4" 26'-31/2" 3'-81/2" 13'-91/2" 16'-21/2" 3'-75/16" 16'-411/16" 24'-5" 2'-11" 18'-21/4" 11'-93/4" 15'-11" 14'-1" 13'-23/8" 13'-75/8" 2 AA422 1 1 1 12 10 2 1 12 12 11 11 12 13 13 11 15 6 6 6 6 6 6 6 6 6 15 15 15 9 6 6 6 6 6 6 6 6 6 3 A A A Green Roof Green Roof Roof Roof TYP. TA5-2 Stair SA5 Elev EA8 Stair SA6 Elevator Lobby K Exh. XA3 Mech Shaft MA4 Mech Shaft MA3 two bedroom +2 baths 219 one bedroom +1 bath 226 one bedroom +1 bath 229 two bedroom +2 baths 227 two bedroom +2 bath 228 one bedroom + 1 bath 224 two bedroom +2 bath 230 two bedroom +2 baths 217 two bedroom +2 baths 218 two bedroom +2 bath 231 two bedroom +2 baths 220 Corridor G Corridor J Elev EA9 S6Di S6Di S6Di one bedroom + 1 bath 225 UNIT 17 UNIT 20 UNIT 19 UNIT 18 UNIT 24 UNIT 30 UNIT 28 UNIT 29 UNIT 27 UNIT 26 UNIT 31 UNIT 25 L.9 M M.5 M.9 N N.1 N.5 P P.1 P.5 Q Q.2 Q.5 R R.1 R.2 R.3 R.5 R.6 S 22 21 20 19 18 17 16 21.4 18.1 16.1 21.9 19.9 17.1 16.9 21.5 RESIDENTAL FLOOR PLAN NOTES 1 Dimension is to inside face of shaft. 2 Envac disposal door 3 Envac waste removal chute 4 Reference Bid Set A.200, AA400 sheet series for location of elevator door openings. 5 Dens-Glass Gold Sheathing 6 Dimension is from face of stud to column centerline. 7 Align corner of stud to south face of exterior stud. 8 Reserved 9 Align face of furring to face of stud wall. 10 Refer to Bid Set A.500 Sheet IAxxx for wall types at pilasters. 11 Expansion joint. 12 Align inside face of gypsum board is to the floor opening at Stair, Envac and Grill Exhaust shafts at three sides. Dimensions are to inside face of stud at shaft. Verify that these dimensions match up to floor opening. Advise Architect of conflicts. 13 Provide exterior sheathing at the expansion joint side of wall in lieu of interior gypsum board. Align face of exterior sheathing edge of slab. 14 Stainless steel checker plate threshold at door sill (6" above expansion joint). 15 Membrane roofing. Membrane roofing also present at Green Roof where designated. Reference details and specifications for membrane and plant material requirements. 16 See facade drawing for roofing type and material. 17 Condensing units, see Detail /AA704 for back support detail. 18 Reference plumbing contract for locations of plumbing stacks. GENERAL NOTES 1. Review sheet AA504 for column details pertaining to fire protection, CMU and AAC wall construction at columns. Review sheets AA521-AA525 for additional wall interfacing and plumbing coordination. 2. Refer to shaft drawings for walls of elevator, stair and mechanical shafts. 3. Reference 1/4" scale floor plans for specific exterior wall dimensions. 4. Reference AA.400 series drawings for specific shaft wall dimensions not shown on overall floor plans. 5. Reference I-series sheets for the layout of residential unit partitions. 6. Stud wall dimensions are typically to face of stud, unless otherwise noted. 7. For the 3rd, 4th, and 5th floor plans, reference the 2nd floor unit plan for dimensions. 5 AA419 SA6-2 S6Ci 227 S3.5Bi 229 S3.5Bi S3.5Bi 226 228 S3.5Bi S1.5A S1.5A S4H i S4H i S4H i S4H i S2.5Ji S3.5Bi S2.5Ji S2.5Ji A8 A8 A8D A8D A8D 3 5/8" 9'-5 3/8" 3 5/8" 8" 7'-6" 8" 7'-4 7/8" 3 5/8" 3 5/8" 5'-9 1/8" 3 5/8" 3 5/8" 7 1/8" 6" 5'-1 3/4" 1'-1" 20'-2 1/4" 2'-0" 8" 14'-0" 8" 6'-11 3/8" 4" 4'-2 1/4" 4" 2'-1 15/16" 1 12 9 6 Stair SA6 Exh. XA3 Mech Shaft MA4 S3.5Bi S3.5Bi S4H i S4H i S4H i 231 S3.5Bi S4H i TA5A-2 S3.5Bi S3.5Bi 3 5/8" 7'-5 3/8" 3 5/8" 6'-0 1/4" 3 5/8" 3 5/8" 7'-5 3/8" 3 5/8" 1 5/8" 4" 2'-6" 4" 4'-0 1/8" 3 5/8" 6'-7" 4" 2'-6" 4" 3'-11 1/2" 2 1/2" 2 12 6 3 TA5A-2 AREA B AREA C SCALE: 1/4" = 1'-0" 3 Enlarged Plan AA102C 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 Enlarged Plan AA102C 0 2' 4' 8' 3.29.07 DJS JAW 02.07.09 SCALE: 1/8" = 1'-0" 1 Second Floor Unit Plan AA102C 0 4' 8' 16' 8 AA703 DIRECTION OF STRUCTURAL SLOPED ROOF DECK (EITHER STEEL OR COMPOSITE). # SINGLE ROOF DRAIN , SEE SHEET AA702. F # DIRECTION OF SLOPED STRUCTURAL DECK (PARTIALLY) UNDER TAPERED ROOF INSULATION. DOUBLE ROOF DRAIN, SEE SHEET AA702. T DIRECTION OF TAPERED ROOF INSULATION. S ROOF DRAIN KEY (#) : A = DOMED DRAIN B = FLAT AREA DRAIN C = FLAT DRAIN UNDER PAVER SYSTEM TAPERED ROOF INSULATION. TYPICAL SLOPE IS 1/4" PER FOOT. TAPERED ROOF INSULATION OVER TAPERED FIELD OF ROOF INSULATION. TYPICAL SLOPE IS 1/4" PER FOOT. FLAT ROOF INSULATION FILLER. WALKING PADS SCOPE OF ROOF BID SET A.220. PEDESTAL PAVERS OVER ROOF SYSTEM. Roof Plan Legend