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HomeMy WebLinkAboutAA123 PARTIAL PLANS AREA C LL EAST 18-19Project: 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 AA123 PARTIAL PLANS AREA C LL EAST 18-19 Bid Set !"#$%#!& THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007, 2008, 2009, JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 30 31 32 33 BID SET A.500, CCC.A.ASI.2, 5/15/09 PLUMBING FIXTURE DIMENSION UPDATE A.ASI.003, 05/29/09 STOREFRONT AND WALL BASE UPDATES 6/29/09 A.ASI.004, 06/10/09 !"#$%&’()! !"#$%$&’() !" !! #$ % & ’()’*’ ’()’*+ ’()’*, ( !"#$%&’( )&*+$’ 32 32 18 R.6 19 7 AA123 #DrgID #LayID 7 AA123 8 AA606 30'-0" 1'-2" 2'-2" 23'-4" 2'-2" 1'-2" 1'-2" 1'-2" 1'-0 1/4" 1'-5 3/4" 6 1/2" 1'-9 1/2" 1'-9 1/2" 6 1/2" 1'-0 1/4" 1'-5 3/4" 6 1/2" 1'-9 1/2" 1'-9 1/2" 8'-6" 6'-4" 8'-6" 6 1/4" 6 1/4" 1 AA326 1 AA326 2 AA326 3 AA326 #DrgID #LayID 1 AA210 S8Di VBRK2 S8Di VBRK2 M8 M8 1 1 10 9 11 11 9 9 16 16 SIM. OPP. HAND 18 R.6 19 9 AA123 9 AA123 6 AA123 3'-11 1/2" 5'-6" 2'-9 1/2" 5'-6" 2'-9 1/2" 5'-6" 3'-11 1/2" 3'-5 1/4" 7'-5" 8'-3 1/2" 7'-5" 3'-5 1/4" 1'-0 1/4" 1'-0 1/4" 1'-5 3/4" 1'-5 3/4" 1'-8 3/4" 1'-10 1/4" 1'-9 1/2" 1'-9 1/2" 1 AA326 3 AA326 1 AA326 2 AA326 1 AA210 S8Di VEFIS VEFIS S8Di VBRK2 VBRK2 3 2 2 1 4 4 4 4 3 3 1 15 15 15 SIM. OPP. HAND SPACING OF STEEL SPACING OF STEEL SPACING OF STEEL 18 R.6 19 8 AA123 8 AA123 1'-0 1/4" 1'-5 3/4" 1'-9 1/2" 26'-5" 2'-11/2" 2 5/8" 2'-9 1/8" 1'-91/2" 1'-9 1/2" 1'-0 1/4" 1'-5 3/4" 1'-9 1/2" 1'-9 1/2" 3'-5 1/4" 7'-5" 8'-3 1/2" 7'-5" 3'-5 1/4" 1 AA326 2 AA326 3 AA326 1 AA326 1 AA210 S8Di VBRK2 S8Di VBRK2 4 4 4 4 5 1 1 SIM. OPP. HAND R.6 18 19 3'-8 1/2" 3'-8 1/2" 22'-7" 3'-8 1/2" 3'-8 1/2" 2 5/8" 2'-9 1/8" 1'-4" 1 AA326 2 AA326 3 AA326 1 AA326 1 AA210 6 1 1 6 6 6 7 8 SIM. OPP. HAND 1 2 3 7 8 4 5 6 9 10 11 STUD FRAMING BELOW CUT LINE DRAWING LIMITS TO THIS LINE REF SHEET AA504 & AA505 FOR STEEL FIREPROOFING DETAILS FACE OF EFIS BELOW COPING SLOPE PLAN NOTES STEEL COLUMN, REF. S-SERIES DRAWINGS. PREFINSIHED METAL CAP OUTLINE OF EFIS PARAPET CORNICE OVERHEAD STONE BASE BELOW EDGE OF CONC. RIBBON SLAB FACE OF CMU BELOW 19 18 R.6 30'-0" 1'-2" 10'-4 1/2" 6'-11" 10'-4 1/2" 1'-2" 2'-6" 8" 1'-8 1/4" 8" 1'-9 1/2" 1'-9 1/2" 8" 8'-5 1/2" 6'-5" 8'-5 1/2" 10 1/2" 8" 1'-9 1/2" 1'-9 1/2" 8" 2'-6" 8" 1'-0 1/4" 4 3/8" 1'-0 1/4" 4 3/8" 1'-8 1/4" 1'-0 1/4" 1 AA326 1 AA326 2 AA326 3 AA326 1 AA210 1 1 10 M8 M8 M4 M4 M6 M6 SIM. OPP. HAND 4" 6 3/4" 1'-0 3/4" 6 1/8" 4" 2'-9 1/2" 3" 1 1/2" STOREFRONT WINDOW BATT INSUL. MIN. REQUIRED WEATHER BARRIER 8" CFS STUD 5/8" SHEATHING EIFS TRIM STEEL COL. SEE STRUC. CORNICE BELOW STOREFRONT WINDOW 19 R.6 1'-0 1/4" 1'-5 3/4" 3'-7" 1'-9 1/2" 1'-9 1/2" 4'-8" 1'-5 3/4" 8" METAL STUD @ 16" O.C. 8" METAL STUD @ 16" O.C. 8" METAL STUD @ 16" O.C. DENS-GLASS CFS BRACING REQUIRED, AT SLAB LEVEL, BETWEEN STUD WALLS, @ 16" O.C. 5/8" EXTERIOR SHEATHING LINE OF PARAPET CAP ABOVE WEATHER BARRIER E.O.S. REF TO S- SERIES DWGS STEP IN PARAPET ABOVE BRICK VENEER W/ 2 1/4" AIR SPACE SEE ADJACENT FACADE DWGS, STEEL TUBE REFERENCE S- SERIES DWGS 19 R.6 1'-01/4" 1'-53/4" 3'-7" 1'-91/2" 1'-91/2" 31/4" 61/8" 45/8" 4" 1'-6" 3" 11/2" STEEL COLUMN REFERENCE S- SERIES DRAWINGS 5/8" GYPSUM BOARD N.I.C. 8" METAL STUD @ 16" O.C. 5/8" GYPSUM BOARD N.I.C. 8" METAL STUD @ 16" O.C. VAPOR BARRIER CFS BRACING REQUIRED, AT SLAB LEVEL, BETWEEN STUD WALLS, @ 16" O.C. 5/8" EXTERIOR SHEATHING BACKER ROD AND SEALANT E.O.S. REF TO S- SERIES DWGS WEATHER BARRIER MASONRY VENEER W/ 2 1/4" AIR SPACE 3/4" EXPANSION JOINT, W/ BACKER ROD & SEALANT SPRAY APPLIED FIRE RESISTIVE MATERIAL (N.I.C.), REF TO A210 SERIES DWGS 8" METAL STUD @ 16" O.C., REFER TO SHEET AA504 FOR STUD CONFIGURATIONS AT COLUMNS EIFS VENEER BATT INSULATION, MIN REQUIRED STOREFRONT WINDOW JAMB 3/4" EXPANSION JOINT, W/ BACKER ROD & SEALANT CORNICE BELOW STEEL COLUMN REFERENCE S- SERIES DRAWINGS R.6 19 5'-2 3/8" 4'-8" 1'-9 1/2" 1'-9 1/2" E.Q. E.Q. E.Q. 1'-2" 1'-0" 1'-6" 2'-0 5/8" 1'-2 1/2" WEATHER BARRIER BACKER ROD AND SEALANT STONE BASE BELOW STOREFRONT WINDOW JAMB CFS STUD NAILER AS SHOWN VAPOR BARRIER 3/4" EXPANSION JOINT, W/ BACKER ROD & SEALANT C.I.P. CONC. COLUMN REFERENCE S-SERIES DRAWINGS STONE WAINSCOT BELOW 5/8" EXTERIOR SHEATHING 5/8" GYPSUM BOARD, N.I.C. 8" METAL STUD @ 16" O.C. 5/8" EXTERIOR SHEATHING BACKER ROD AND SEALANT 5/8" GYPSUM BOARD, N.I.C. 8" METAL STUD @ 16" O.C. VAPOR BARRIER BATT INSULATION, MIN REQUIRED SCALE: 1/4" = 1'-0" 2 PARKING LEVEL AA123 0 2' 4' 8' SCALE: 1/4" = 1'-0" 3 FIRST FLOOR AA123 0 2' 4' 8' SCALE: 1/4" = 1'-0" 4 SECOND FLOOR AA123 0 2' 4' 8' SCALE: 1/4" = 1'-0" 5 ROOF/PARAPET AA123 0 2' 4' 8' SCALE: 1/4" = 1'-0" 1 SUB PARKING LEVEL AA123 0 2' 4' 8' SCALE: 1" = 1'-0" 6 18-19LL FIRST FLR EAST-4 AA123 0 6'' 1' 2' SCALE: 1" = 1'-0" 8 R.6-19 2ND FLR PLAN DETAIL AA123 0 6'' 1' 2' SCALE: 1" = 1'-0" 9 R.6-19 FIRST FLR PLAN DETAIL AA123 0 6'' 1' 2' SCALE: 1" = 1'-0" 7 R.6-19 PARKING LEVEL PLAN DETAIL AA123 0 6'' 1' 2' 12/17/08 A300C.2, A.305C JDR, EJD LGA, JAW 06.29.09