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HomeMy WebLinkAboutAA130 PARTIAL PLANS EAST AREA B LL 25-28Project: 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 AA130 PARTIAL PLANS EAST AREA B LL 25-28 Bid Set !"#!$#%& THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007, 2008, 2009, JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 30 31 32 33 BID SET A.500, CCC.A.ASI.2, 5/15/09 PLUMBING FIXTURE DIMENSION UPDATE A.ASI.003, 05/29/09 STOREFRONT AND WALL BASE UPDATES 6/29/09 A.ASI.004, 06/10/09 !"#$%&’()! !"#$%$&’() !" !! #$ % & ’()’*’ ’()’*+ ’()’*, ( !"#$%&’( )&*+$’ Monday, July 13, 2009; ALLDATA:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.General:BLDG A SHELL FILES:EAST MODULES:Bldg A-EAST LL 25-28.pln 32 32 32 32 P P.5 Q Q.5 R 56 57 58 59 28 27.6 6 AA577 4 AA577 3 AA577 2 AA577 4 AA577 5 AA577 1 AA577 7 1/2" 1'-10" 3'-5" 11'-11 1/2" 2'-2" 2'-2" 6'-4" 3'-0" 6'-4" 2'-2" 11 1/2" 8 7/8" 16'-7 1/4" 3'-4 3/4" 6'-9 5/8" 3'-0" 6'-9 5/8" 1'-8 3/8" 6" 1'-6" 1'-6" 1'-4" 1'-8" 7'-0" 1'-6" 1'-6" 4 1/2" 3'-0" 17'-0" 3'-0" 17'-0" 1'-6" 1'-6" 1'-10" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3 AA351 1 AA351 2 AA351 6 AA351 1 AA216 1 1 1 1 2 2 2 14 3 3 3 3 3 3 3 VBRK 6 2 5 5 5 5 5 9 9 9 9 S8Di S8Di S8Di VBRK2 VBRK2 VBRK2 VBRK2 LL M S8Di 18 27 26 25 26.4 25.4 60 61 62 63 64 65 5 AA577 9 AA577 7 AA577 13'-11" 16'-1" 13'-11" 16'-1" 1'-0" 6'-4" 1'-6" 1'-6" 2 3/8" 1'-6" 1'-6" 2 3/8" 3'-0" 13'-1" 3'-0" 10'-11" 3'-0" 13'-1" 3'-0" 1'-6" 1'-6" 1'-0 5/8" 6'-4" 3'-0" 3'-0" 5 3/8" 1'-8 3/8" 12'-8 1/4" 3'-4 3/4" 10'-6 1/4" 3'-4 3/4" 12'-8 1/4" 1'-8 3/8" 5 3/8" 5/8" 5/8" 5/8" 2" 1'-8 3/8" 5'-11 1/4" 1'-5 3/4" 2 5/8" 2 5/8" 1'-8 3/8" 5'-11 1/4" 1'-5 3/4" 2 5/8" 2 5/8" 1'-8 3/8" 16'-7 1/4" 1'-6 3/8" 4 AA351 4 AA351 5 AA351 4 AA351 2 AA216 6 1 1 2 2 3 3 3 3 3 2 2 2 2 3 5 5 5 5 5 S8Di S8Di S8Di S8Di VBRK2 VBRK2 VBRK2 SPACING OF STEEL SPACING OF STEEL SPACING OF STEEL SIM SIM 1 SIM 2 3 5 8 4 9 10 11 12 13 14 6 7 15 16 17 18 19 STONE BASE BELOW PLAN NOTES STEEL COLUMN, REF. S-SERIES DRAWINGS. PREFINSIHED METAL CAP REFER TO SHEET AA504 & AA505 FOR TYP. STRUCTURAL FIREPROOFING DETAILS EIFS SOFFIT OVERHEAD CMU BELOW STOREFRONT WINDOW DRAWING LIMITS TO THIS LINE EIFS OVERHEAD ORNAMENTAL PLANTER ABOVE FACE OF EIFS CORNICE EDGE OF SLAB/ROOF DECK, REF S-SERIES DWGS FACE OF VENEER BELOW COVERED WALKWAY SLOPED ROOFING OVER CFS KICKERS CONC. GRADE BEAM, REF S-SERIES DWGS CMU COLUMN DAM, REF. AA105.5 SERIES SHEETS ROOF DRAIN & OVERFLOW PRE-FINISHED BRAKEMETAL FILLER GALVANIZED STEEL ANGLE BELOW GRADE, SUPPORTING STONE VENEER & CMU BACK-UP, REF S-SERIES DWGS 27.6 28 1'-6 3/8" 1'-10 3/8" 1'-2 7/8" 5 1/2" 3'-11" 3'-11" 1'-10" 1'-10 1/2" 1'-10 1/2" 16'-3" 1'-10 1/2" 1'-10 1/2" 16'-3" 1'-10 1/2" 1'-10 1/2" 1'-10 1/2" 1'-10 1/2" 1'-10 1/2" 1'-10 1/2" 1'-10 1/2" 1'-10 1/2" 1'-1 1/2" 8 7/8" 1'-9 1/8" 8 7/8" 1'-3" 5 1/2" 2'-0" 2'-0 3/8" 5 1/8" 3'-5" 11'-11 1/2" 5 5/8" 1'-8 3/8" 1'-8 3/8" 5 5/8" 6'-1 1/2" 3'-5" 6'-1 1/2" 5 5/8" 1'-8 3/8" 1'-8 3/8" 16'-7 1/4" 1'-8 3/8" 1'-8 3/8" 6'-7 1/4" 3'-5" 6'-7" 1'-8 3/8" 1'-8 3/8" 3'-11" 15'-4 1/2" 2'-2" 2'-2" 15'-8" 1'-6 1/8" 1'-6 1/8" 1'-6 1/8" 1'-6 1/8" 1'-6 1/8" 1'-6 1/8" 1'-6 1/8" 1'-6 1/8" 1'-6 1/8" 1'-6 1/8" 1'-6 1/8" 1'-6 1/8" 2'-5 1/2" 5 5/8" 1'-6 3/8" 1'-10 1/2" 1'-9 1/8" 2 3/4" 6 1/8" 11 1/2" 11 1/2" 1'-3" 5 3/8" 1'-11 7/8" 6 1/8" 1'-9 1/8" 5 1/2" 5 1/2" 6" 5 1/2" 1'-3 1/2" 1'-3 1/2" 1 AA351 6 AA351 1 AA216 10 15 15 15 10 10 10 M8 M8 M8 M8 M6 M4 M4 M4 M4 M4 M4 M4 M4 M6 M6 M6 M6 M6 M4 M4 19 19 19 19 M8 M4 6 C.I.P. CONCRETE CAP OVER CMU, REF S-SERIES DWGS HOLDDOWN TOP OF BLOCK 8" (T/B 1'-4') HOLDDOWN TOP OF BLOCK 8" (T/B 1'-4') HOLDDOWN TOP OF BLOCK 8" (T/B 1'-4') C.I.P. CONCRETE CAP OVER CMU, REF S-SERIES DWGS EDGE OF CONC. RIBBON SLAB EDGE OF CONC. RIBBON SLAB HOLDDOWN TOP OF BLOCK 8" (T/B 1'-4') HOLDDOWN TOP OF BLOCK 8" (T/B 1'-4') EDGE OF CONC. RIBBON SLAB HOLDDOWN TOP OF BLOCK 8" (T/B 1'-4') 1'-3" 25.4 9 1/2" 5 1/2" 5 3/8" 3'-4 3/4" 1'-8 3/8" 5'-11 1/4" 1'-8 3/8" 1'-8 3/8" 3'-4 3/4" 5 3/8" 5 1/2" 2'-4 1/8" 3'-11" 7'-7 7/8" 1'-8 3/8" 1'-8 1/4" 12'-8 3/8" 5 3/8" 5 1/2" 1'-8 1/8" 2'-7 1/8" 3'-5" 15 M8 M4 M8 M6 M4 M6 HOLD DOWN TOP OF BLOCK 8" (T/ O BLOCK +1'-4") R.O. EDGE OF CONC. RIBBON SLAB HOLDDOWN TOP OF BLOCK 8" (T/B 1'-4') P P.5 Q Q.5 R R.2 3 AA351 2 AA351 1 AA216 27 27.5 5 3/8" 5 1/2" 9'-4" 5 3/8" 5 1/2" 9 1/2" 3'-4 3/4" 8 7/8" 5'-11 1/4" 1'-8 3/8" 1'-8 3/8" 3'-4 3/4" 5 3/8" 1'-2 7/8" 16'-7 3/8" 1'-8 3/8" 1'-8 3/8" 15 16 10 M8 M8 M4 M4 M4 M6 M4 M6 26 26.4 5'-0" 3'-11" 5'-0" 1'-8 3/8" 1'-8 3/8" 3'-6 5/8" 3'-5" 3'-6 5/8" 1'-8 3/8" 1'-8 1/4" 5 3/8" 5 1/2" 3'-4 3/4" 3'-4 5/8" 10 M8 M8 M6 M4 M6 R.O. HOLD DOWN TOP OF BLOCK 8" (T/O BLOCK +1'-4") EDGE OF CONC. RIBBON SLAB HOLDDOWN TOP OF BLOCK 8" (T/B 1'-4') SCALE: 1/4" = 1'-0" 1 PARTIAL 1ST FLR NORTH AREA B AA130 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 PARTIAL 1ST FLR EAST AREA B AA130 0 2' 4' 8' SCALE: 1/4" = 1'-0" 4 PARTIAL PLAZA PLAN NORTH AREA B AA130 0 2' 4' 8' SCALE: 1/4" = 1'-0" 5 PARTIAL PLAZA PLAN EAST AREA B AA130 0 2' 4' 8' A305B RJP LGA,JAW 12/29/08 06.29.09