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HomeMy WebLinkAboutAA119 PARTIAL PLANS WEST AREA C 19-20Project: 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 AA119 PARTIAL PLANS WEST AREA C 19-20 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC.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 !"#$%&’()! !"#$%$&’() !" !! #$ % & ’()’*’ ’()’*+ ’()’*, ( !"#$%&’( )&*+$’ 23 23 23 23 23 23 23 23 23 23 23 23 23 32 20 P P.1 19.9 19 22 3 AA546 2 AA546 1 AA546 26'-10" 2'-11 3/4" 2'-4 5/8" 8'-6" 2'-4 3/8" 9'-1 1/4" 1'-6" 3 5/8" 8'-6" 3 5/8" 1'-9" 3'-2" 1'-5" 4 AA359 3 AA359 2 AA359 1 AA359 4 AA235 2 AA235 4 AA235 S8Di S3.5Ai S8Ai 1 4 7 S8Di S6Ai S6Ai 3 5 8 8 8 VEFIS VEFIS VEFIS VEFIS S8Ai VEFIS VEFIS S6Ai S6Ai S6Ai 10 10 10 10 10 VEFIS 11 11 ALUMINUM STOREFRONT SIM. OPP. HAND 2" EXPANSION JOINT (N.I.C.) 20 P P.1 19.9 19 4 AA546 5 AA546 26'-10" 1'-5" 14'-3 1/8" 4'-8 3/8" 3 AA359 2 AA359 1 AA359 2 AA235 S6Di S6Di S6Di DR03 DR03 HEAD HT. = +8'-3" HEAD HT. = +8'-3" ABOVE STRUC. SLAB ABOVE STRUC. SLAB VEFIS VEFIS VEFIS VEFIS VEFIS 3 6 6 7 4 5 5 11 11 EDGE OF CONC. FLOOR SLAB WRAP EXTERIOR SHEATHING ON END OF STUD WALL TO RECEIVE EXPANSION JOINT. 20 P P.1 19.9 19 4 AA546 5 AA546 26'-10" 1'-5" 14'-3 1/8" 4'-8 3/8" 1 AA359 2 AA235 S6Di S6Di S6Di DR03 DR03 HEAD HT. = +8'-3" ABOVE STRUC. SLAB HEAD HT. = +8'-3" ABOVE STRUC. SLAB VEFIS VEFIS VEFIS VEFIS VEFIS 6 6 7 3 4 5 5 11 11 EDGE OF CONC. FLOOR SLAB WRAP EXTERIOR SHEATHING ON END OF STUD WALL TO RECEIVE 20 EXPANSION JOINT. P P.1 19.9 19 4 AA546 5 AA546 26'-10" 1'-5" 14'-3 1/8" 4'-8 3/8" 3 AA359 2 AA359 1 AA359 2 AA235 S6Di S6Di S6Di DR03 DR03 HEAD HT. = +8'-3" ABOVE STRUC. SLAB HEAD HT. = +8'-3" ABOVE STRUC. SLAB VEFIS VEFIS VEFIS VEFIS VEFIS 6 3 6 7 4 5 5 11 11 EDGE OF CONC. FLOOR SLAB WRAP EXTERIOR SHEATHING ON END OF STUD WALL TO RECEIVE 20 EXPANSION JOINT. P P.1 19.9 19 6 AA546 7 AA546 3'-8" 23'-2" 1'-3" 1'-0 1/4" 1'-0" 3 AA359 2 AA359 1 AA359 7 AA235 2 AA235 S6Di 3 12 12 11 11 EDGE OF METAL ROOF DECK 4TH FLOOR METAL STUDS TO EXTEND UP TO CREATE PARAPET WALL. SEE EXTERIOR ELEVATIONS EIFS CORNICE. PROVIDE METAL STUDS AS REQ'D. SEE EXTERIOR ELEVATIONS EIFS CORNICE. PROVIDE METAL STUDS AS REQ'D. SEE EXTERIOR ELEVATIONS COORDINATE W/ EXP. JOINT REQUIREMENTS TO STUD FACE 20 P P.1 19.9 19 3 AA359 2 AA359 1 AA359 2 AA235 3 12 12 12 12 11 11 ARCHED ARCHED P P.1 20 19.9 19 5'-4 3/8" 8'-6" 8'-3 1/2" 1'-10 7/8" 1'-5" 4 7/8" 1'-0 1/4" 1'-4 3/4" 4 7/8" 4 7/8" 7 7/8" 10 1/8" 4 7/8" 1'-0 1/4" 1'-4 3/4" 4 7/8" 2'-9 1/4" 1'-0 1/8"1'-4 1/4" 4 7/8" 4 7/8" 1'-0 1/4" 5'-1 3/8" 9'-0" 4 AA359 3 AA359 2 AA359 1 AA359 1 11 11 13 M4 M8 M8 M4 M8 M4 M4 M4 M8 M4 SPRAYED APPLIED FIRE RESISTIVE MATERIAL (N.I.C.) CONC. RIBBON SLAB CONC. RIBBON SLAB EDGE OF CONC. RIBBON SLAB HOLD DOWN CMU 8" AT RIBBON SLAB HOLD DOWN CMU 8" AT RIBBON SLAB 1 2 3 4 5 6 7 8 9 10 11 12 13 PLAN NOTES MASONRY CONTROL JOINT. EXHAUST VENT ABOVE, SEE BUILDING ELEVATIONS. WALL FRAMING IS REQUIRED TO BE HEADED OFF AT OCCURANCES OF HOLES IN THE PRIMARY STEEL FRAMING. BUILDING EXPANSION JOINT. STEEL COLUMN, REF. S-SERIES DRAWINGS. LINE OF BULKHEAD ABOVE. MTL. RAILINGS, SEE 1/AA705. REF. S-SERIES DWGS. FOR ATTACHMENT REQUIREMENTS @ JAMB. REFER TO AA504 FOR STRUCTURAL FIREPROOFING DETAILS. LINE OF GRANITE BASE BELOW. LINE OF CORNICE ABOVE. 5/8" EXTERIOR SHEATHING. DRAWING LIMITS TO THIS LINE. LINE OF CORNICE BELOW. LINE OF CONCRETE RIBBON SLAB. SCALE: 1/4" = 1'-0" 1 FIRST FLOOR AA119 0 2' 4' 8' SCALE: 1/4" = 1'-0" 4 FOURTH FLOOR AA119 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 SECOND FLOOR AA119 0 2' 4' 8' SCALE: 1/4" = 1'-0" 3 THIRD FLOOR AA119 0 2' 4' 8' SCALE: 1/4" = 1'-0" 5 FIFTH FLOOR AA119 0 2' 4' 8' SCALE: 1/4" = 1'-0" 6 ROOF AA119 0 2' 4' 8' SCALE: 1/4" = 1'-0" 7 PLAZA LEVEL PLAN AA119 0 2' 4' 8' BAB BAB A300C.2, A305C 09.08.08 06.29.09