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HomeMy WebLinkAboutAA120 PARTIAL PLANS WEST AREA C 20-21Project: 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 AA120 PARTIAL PLANS WEST AREA C 20-21 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC.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:WEST MODULES:Bldg A-WEST 20-21.pln 21 20 P.1 P.1 2'-11" 7'-113/4" 7'-0" 7'-11 3/4" 4'-1 1/2" 7 3/4" 7 1/2" 7 3/4" 7 1/2" 4 3/8" 7 1/2" 4 3/8" 7 1/2" 7 3/4" 7 1/2" 4 3/8" 7 1/2" 3 AA356 SIM. 2 AA508 SIM. 2 AA508 4 AA356 1 AA357 4 AA508 M8 M8 M8 M8 M8 M8 M6 M6 M4 M4 HOLD DOWN TOP OF FOUNDATION WALL ONE COURSE OF 8" CMU. CONC. RIBBON SLAB EDGE OF CONC. RIBBON SLAB 21 20 P.1 P.1 13 AA504 13 AA504 2 AA544 2'-11" 22'-11 3/8" R.O. 4'-1 5/8" 7 1/2" 2'-9" 2" 8'-1 3/4" 6'-8" 8'-1 3/4" 2" 3'-11 1/2" SIM. 2 AA508 SIM. 2 AA508 4 AA356 3 AA356 1 AA357 4 AA508 8 4 4 4 4 4 8 8 8 3 22 20 22 4 VEFIS S8Di VEFIS S8Di S8Di VEFIS S8Di ALUMINUM STOREFRONT 8" CFS STDS @ 16" O.C. ALUMINUM DOORS ALUMINUM STOREFRONT SIM. CHAMFER CORNER OF STONE BASE 21 20 P.1 P.1 13 AA504 13 AA504 6" 1 1/2" 7'-3 7/8" 14'-1 7/8" 8'-6 1/4" 4 AA356 3 AA356 1 AA357 1 AA234 VEFIS VEFIS S6Di S6Di S6Di VEFIS DR04 DR04 17 17 HEAD HT. = +7'-3" ABOVE STRUC. SLAB HEAD HT. = +7'-3" ABOVE STRUC. SLAB 21 20 P.1 P.1 13 AA504 13 AA504 6" 1 1/2" 7'-3 3/4" 14'-1 7/8" 8'-6 1/4" 4 AA356 3 AA356 1 AA357 1 AA234 VBRK2 VBRK2 S6Di S6Di S6Di VBRK2 DR04 DR04 17 17 2 2 1 1 21 21 21 21 HEAD HT. = +7'-3" ABOVE STRUC. SLAB HEAD HT. = +7'-3" ABOVE STRUC. SLAB 21 20 P.1 P.1 13 AA504 13 AA504 6" 1 1/2" 7'-3 3/4" 14'-1 7/8" 8'-6 1/4" 4 AA356 1 AA357 3 AA356 1 AA234 VBRK2 VBRK2 VBRK2 S6Di S6Di S6Di DR04 DR04 17 17 2 2 1 1 21 21 21 21 HEAD HT. = +7'-3" ABOVE STRUC. SLAB HEAD HT. = +7'-3" ABOVE STRUC. SLAB 21 P.1 P.1 20 P.5 Q 13 AA504 13 AA504 6 1/4" 7'-3 3/4" 14'-1 7/8" 8'-6 1/4" 7 1/2" 17'-4" 19'-9 7/8" 2 1/8" 4 AA356 3 AA356 1 AA357 2 AA356 1 AA356 2 AA234 1 AA234 17 17 2 2 15 VBRK2 VBRK2 VBRK2 S6Di S6Di S6Di VBRK2 S6Di VBRK2 S6Di VBRK2 S6Di DR24 DR24 19 19 21 1 21 1 21 21 1 1 HEAD HT. = +8'-3" ABOVE STRUC. SLAB HEAD HT. = +8'-3" ABOVE STRUC. SLAB 21 P.1 P.1 20 P.5 Q 13 AA504 13 AA504 9 AA120 11'-1" R.O. 5'-8 1/4" 6'-4 1/4" 5'-5 1/8" 5'-9 1/2" 6'-7 1/8" 6" 3'-6 5/8" 6" 4'-2" 3'-2 3/4" 6" 5'-11 7/8" 6" 7'-10 7/8" 6'-5 7/8" 7 1/2" 6" 6 1/4" 12'-10 5/8" 4'-0 5/8" 6 1/4" 2'-5 5/8" 11'-1" R.O. 4'-4 7/8" 6 1/2" 10'-0" 6 1/2" 7 1/2" 1'-0 1/4" 2'-5 5/8" 6 1/2" 10'-0" M.O. 6 1/2" 2'-9 1/4" 6 1/8" 6 1/8" 6" 4 AA356 3 AA356 1 AA357 2 AA356 1 AA356 1 AA234 2 AA234 2 AA234 VBRK2 VBRK2 VBRK2 S6Di S6Di VBRK2 VBRK2 S6Di VBRK2 VBRK2 VEFIS S6Di S6Di VBRK2 VBRK2 VEFIS VEFIS VEFIS VEFIS VEFIS VEFIS S6Di S6Di VEFIS W14 DR12 DR11 VBRK2 S6Di W14 18 18 19 19 15 15 1 1 1 1 HEAD HT. = +8'-3" ABOVE STRUC. SLAB HEAD HT. = +8'-3" ABOVE STRUC. SLAB HEAD HT. = +8'-3" ABOVE STRUC. SLAB HEAD HT. = +8'-3" ABOVE STRUC. SLAB HEAD HT. = +8'-3" ABOVE STRUC. SLAB HEAD HT. = +8'-3" ABOVE STRUC. SLAB REFER TO 3/AA334 FOR PORCH SLAB PLAN 21 P.1 P.1 20 P.5 Q 13 AA504 13 AA504 9 AA120 6 1/4" 2'-5 3/8" 11'-1" R.0. 4'-3 7/8" 6 1/2" 10'-0" M.O. 6 1/2" 1'-0 1/4" 6 1/2" 10'-0" 6 1/2" 2'-5 5/8" 11'-1" 17'-5 5/8" 6 1/4" 3'-10 5/8" 6" 2'-11 3/8" 5'-10" 3'-3" 6" 4'-4 5/8" 12'-6 3/8" 5 1/4" 6 1/4" 7'-1 1/2" 6" 3'-4 1/4" 4'-3 1/4" 6" 7'-7 1/2" 8'-1 1/2" 2'-9 1/4" 4 AA356 3 AA356 1 AA357 2 AA356 1 AA356 1 AA234 2 AA234 2 AA234 18 18 19 19 15 15 1 1 W29 DR27 W28 W28 VBRK2 VBRK2 VBRK2 VBRK2 VEFIS VBRK2 VBRK2 VEFIS VEFIS VEFIS VEFIS VEFIS VEFIS VBRK2 W29 S6Di S6Di S6Di S6Di S6Di S6Di HEAD HT. = +9'-7" ABOVE STRUC. SLAB HEAD HT. = +9'-7" ABOVE STRUC. SLAB HEAD HT. = +9'-7" ABOVE STRUC. SLAB HEAD HT. = +9'-7" ABOVE STRUC. SLAB HEAD HT. = +8'-3" ABOVE STRUC. SLAB HEAD HT. = +8'-3" ABOVE STRUC. SLAB HEAD HT. = +8'-3" ABOVE STRUC. SLAB REFER TO 3/AA334 FOR PORCH SLAB PLAN 1 2 3 5 6 7 8 4 9 10 12 13 14 15 16 17 18 19 20 21 11 22 23 REFER TO AA504 FOR STRUCTURAL FIREPROOFING DETAILS. MASONRY CONTROL JOINT STONE BASE BELOW EXHAUST VENT ABOVE, SEE BUILDING ELEVATIONS. WALL FRAMING IS REQUIRED TO BE HEADED OFF AT OCCURANCES OF HOLES IN THE PRIMARY STEEL FRAMING MTL. RAILINGS, REF. S-SERIES DWGS. FOR ATTACHMENT REQUIREMENTS @ JAMB. BUILDING EXPANSION JOINT PREFINISHED MTL. DOWNSPOUT PLAN NOTES STEEL COLUMN, REF. S-SERIES DRAWINGS. GALVANIZE SECONDARY STEEL FROM BASE PLATE TO +2'-0" HEIGHT CFS RAFTERS @ 16" ON CENTER TOP OF WALL IS 8'-6" ABOVE THE EIGHTH FLOOR LINE TOP OF WALL IS 6'-0" ABOVE THE EIGHTH FLOOR LINE TOP OF WALL IS 5'-4 1/2" ABOVE THE EIGHTH FLOOR LINE CORNICE BELOW PREFINSIHED METAL COPING METAL RAILING SEE 1/AA705 AND S-SERIES DWGS FOR ATTACHMENT REQUIREMENTS @ JAMBS METAL RAILINGS SEE 3/AA705 AND S-SERIES DWGS FOR ATTACHENT REQUIREMENTS @ JAMBS REFER TO SHEET AA504 & AA505 FOR TYP. STRUCTURAL FIREPROOFING DETAILS PLAZA EXPANSION JOINT, N.I.C. SEE 22/A545 FOR PROFILE OF STONE TRIM IN PLAN VIEW DRAWING LIMITS TO THIS LINE PROVIDE RETURN IN STONE BASE BELOW AT STOREFRONT JAMB EIFS BALLUSTRADE. SEE SHEET AA544 SCALE: 1/4" = 1'-0" 1 PLAZA LEVEL PLAN AA120 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 FIRST FLOOR AA120 0 2' 4' 8' SCALE: 1/4" = 1'-0" 3 SECOND FLOOR AA120 0 2' 4' 8' SCALE: 1/4" = 1'-0" 4 THIRD FLOOR AA120 0 2' 4' 8' SCALE: 1/4" = 1'-0" 5 FOURTH FLOOR AA120 0 2' 4' 8' SCALE: 1/4" = 1'-0" 6 FIFTH FLOOR AA120 0 2' 4' 8' SCALE: 1/4" = 1'-0" 7 SIXTH FLOOR AA120 0 2' 4' 8' SCALE: 1/4" = 1'-0" 8 SEVENTH FLOOR AA120 0 2' 4' 8' A300C.2 09.08.08 EJD LGA 06.29.09 32 7 1/2" 1'-10 1/8" 1'-0 1/4" 1'-5 3/8" 2'-5 5/8" 2'-5 5/8" 6 1/8" 6 1/8" 2 1/8" 2 1/8" 1'-2 5/8" 1'-2 5/8" 135° 135° C.J. 3/4" EIFS VENEER OVER 5/8" SHEATHING 6" CFS STUDS 3 5/8" CFS STUDS 2 1/4" AIR SPACE C.J. C.J. SCALE: 1" = 1'-0" 9 PLAN DETAIL 1 AA120