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HomeMy WebLinkAboutAA140 PARTIAL PLANS NORTH AREA B P.1-QProject: 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 AA140 PARTIAL PLANS NORTH AREA B P.1-Q Bid Set !"#$%#!& THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007, 2008, 2009, JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 37 CCC.A.ASI.11, 9/18/09 !"#$%&’()! !"#$%$&’() !" !! #$ % & ’()’*’ ’()’*+ ’()’*, ( !"#$%&’( )&*+$’ 36 36 36 36 37 Q 27 26 P P.5 5'-10 3/4" 6'-2 1/8" 3'-0 3/4" 6'-2 5/8" 3'-0 3/4" 6'-2 1/8" 5'-11 7/8" 5'-0 3/4" 10" 3'-1" 3'-1 1/8" 4'-5 5/8" 1'-6 1/4" 3'-1 1/4" 3'-1 1/4" 3'-1" 3'-1 1/8" 2'-2 1/4" 1'-8 1/4" 2'-2 1/4" 2'-2 1/4" 30'-0" 9'-0 1/4" 4'-1 1/4" 6'-3" 2'-11" 6'-5" 2'-11" 6'-3" 4'-3 3/4" 3'-1 1/2" 3'-1 1/2" 7 1/2" 2'-3 1/2" 3'-2 1/2" 3'-2 1/2" 3'-1 1/2" 3'-1 1/2" 20'-0" 20'-0" 6 1/4" 1'-0 1/4" 1 AA343 2 AA343 1 AA344 2 AA344 2 AA344 3 AA344 4 AA344 2 AA225 1 AA225 HEAD HT. = + 8'-0" ABOVE STRUC. SLAB DR17 HEAD HT. = + 8'-0" ABOVE STRUC. SLAB W09 S6Di VBRK2 S6Di VBRK2 VBRK2 S6Di S6Di S6Di S6Di VBRK2 S6Di S6Di S6Di VBRK2 VBRK2 VEFIS VBRK2 VBRK2 VEFIS VEFIS VEFIS S6Di S6Di S6Di S6Di VEFIS HEAD HT. = + 8'-0" ABOVE STRUC. SLAB W09 HEAD HT. = + 8'-0" ABOVE STRUC. SLAB DR18 HEAD HT. = + 8'-0" ABOVE STRUC. SLAB W49 HEAD HT. = + 8'-0" ABOVE STRUC. SLAB W49 SIM. REFER TO SHEET AA504 FOR STRUCTURAL STEEL FIREPROOFING DETAILS REFER TO SHEET AA504 FOR STRUCTURAL STEEL FIREPROOFING DETAILS REFER TO SHEET AA504 FOR STRUCTURAL STEEL FIREPROOFING DETAILS METAL RAILING SEE 1/AA705. SEE S-SERIES DWGS. FOR ATTACHMENT REQUIREMENTS @ JAMBS. METAL RAILING SEE 1/AA705. SEE S-SERIES DWGS. FOR ATTACHMENT REQUIREMENTS @ JAMBS. EXHAUST HOOD ABOVE SEE BLDG. ELEVATIONS. WALL FRAMING IS REQUIRED TO BE HEADED OFF AT OCCURRANCES OF HOLES IN THE PRIMARY STEEL FRAMING EXHAUST HOOD ABOVE SEE NOTE THIS PLAN Q 27 26 P P.5 13 AA504 6 1/4" 6" 6" 1'-2 1/4" 6" 6" 3/8" 3/8" 1'-1 1/8" +/- 1'-2 7/8" +/- 7/8" 7/8" 7 3/8" 7 3/8" 6 1/2" 6 1/2" 4 1/8" 10'-7 5/8" 11'-2" 4'-9 5/8" 5'-8 5/8" 7 3/8" 7 3/8" 1 3/8" 6 1/2" 6 1/2" 3/4" 7 3/8" 7 3/8" 6 1/2" 6 1/2" 10 3/8" 5'-4 1/2" 6'-9 1/4" 10'-8" 6'-9 3/8" 5'-8 5/8" 4'-3 1/2" 1'-1" 4'-8 3/8" 1'-0 1/4" 3'-6 1/4" 1'-8 1/4" 4'-4" 1'-0 1/4" 5'-5" 6'-8 1/8" 6'-8 1/4" 5'-5 1/4" 15'-2 3/8" 5'-4 5/8" 9'-6" 5'-10 1/2" 5'-10" 4'-9 5/8" 4'-0 3/8" 1'-8 1/4" 1'-0" ????? 1 AA343 2 AA343 5 AA140 3 AA344 5 AA344 1 AA225 2 AA225 HEAD HT. = + 8'-5 1/2" ABOVE STRUC. SLAB DR14 HEAD HT. = + 8'-5 1/2" ABOVE STRUC. SLAB DR14 HEAD HT. = + 8'-5 1/2" ABOVE STRUC. SLAB DR14 HEAD HT. = + 8'-5 1/2" ABOVE STRUC. SLAB DR06 HEAD HT. = + 8'-5 1/2"" ABOVE STRUC. SLAB DR06 S6Di S6Di S6Di VEFIS VEFIS S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di HEAD HT. = + 8'-0" ABOVE STRUC. SLAB W21 3" THK 1 1/2" VEFIS 1 1/2" VEFIS 3/4" 3" THK VEFIS VEFIS 4 1/2" VEFIS 1 1/2" VEFIS 4 1/2" VEFIS 1 1/2" VEFIS 4 1/2" VEFIS 1 1/2" VEFIS 3" THK VEFIS 3" THK VEFIS 1 1/2" VEFIS 1 1/2" VEFIS 3/4" VEFIS 1 1/2" VEFIS 4 1/2" VEFIS 3" THK BYPASS CFS STUD WALL. BASE AT 69'-9" (SIXTH FLR). SEE SEVENTH FLR. FOR TOP OF WALL INFORMATION. BYPASS CFS STUD WALL. BASE AT 65'-9 5/8" AND TOP OF WALL AT 73'-3" (SEE WALL SECTION). EIFS CORNICE BELOW BYPASS CFS STUD WALL. BASE AT 69'-9" (SIXTH FLR). SEE SEVENTH FLR. FOR TOP OF WALL INFORMATION. EIFS CORNICE BELOW BYPASS CFS STUD WALL. BASE AT 65'-9 5/8" AND TOP OF WALL AT 73'-3" (SEE WALL SECTION). BYPASS CFS STUD WALL. BASE AT 69'-9" (SIXTH FLR). SEE SEVENTH FLR. FOR TOP OF WALL INFORMATION. INSULATED CFS COLUMN. SEE S- SERIES DWGS. INSULATED CFS COLUMN. SEE S- SERIES DWGS. INSULATED CFS COLUMN. SEE S- SERIES DWGS. LINE OF ARCHED HEADER ABOVE. SEE ELEVATION REFER TO SHEET AA504 FOR STRUCTURAL STEEL FIREPROOFING DETAILS ALIGN OUTER CFS WALL OF DOUBLE STUD WALL W/CFS WALL FROM FLOOR BELOW SEE WALL SECTIONS EXTEND OUTER CFS WALL OF DOUBLE STUD WALL AS SHOWN SEE WALL SECTIONS FILL IN W / CFS FRAMING AS REQ'D BY CORNICE FILL IN W / CFS FRAMING AS REQ'D BY CORNICE EIFS CORNICE BELOW EIFS CORNICE BELOW Q 27 26 P P.5 5'-10 3/8" 20'-9" 5'-8 3/4" 3'-11 1/8" 1'-11 1/4" 4'-9 5/8" 15'-11 1/2" 1'-11 1/2" 3'-9 1/4" 5'-10 1/2" 24'-2 1/2" 5'-8 3/4" 2'-1" 1'-8 1/4" 1'-11 1/2" 3'-9 1/4" 2'-9" 1'-0 1/4" 3'-11" 1'-11 1/2" 10 1/2" 1'-1" 4" 26'-6 5/8" 3'-5 3/8" 6 1/4" 4" 6'-2 1/2" 16'-10 7/8" 4" 2'-9 1/8" 1'-2 1/4" 23'-9 3/8" 3'-11 3/8" 5'-8 7/8" 4'-9 1/2" 4" 3'-11 5/8" 6" 4'-11 1/4" 8'-1" 8'-7" 4'-9 5/8" 4'-2 3/8" 3'-2 1/8" 1'-0 1/4" 4'-2 1/4" 2'-6" 1'-8 1/4" 4'-5 3/8" 1'-8 1/4" 1'-0 1/4" 1'-0 1/4" 1 AA343 2 AA343 5 AA140 1 AA344 2 AA344 3 AA344 5 AA344 1 AA226 3 AA226 2 AA225 1 AA225 HEAD HT. = + 10'-0" ABOVE STRUC. SLAB DR13 HEAD HT. = + 10'-0" ABOVE STRUC. SLAB DR13 HEAD HT. = + 10'-0" ABOVE STRUC. SLAB DR13 HEAD HT. = + 10'-0" ABOVE STRUC. SLAB DR13 HEAD HT. = + 8'-0" ABOVE STRUC. SLAB DR13 HEAD HT. = + 10'-0" ABOVE STRUC. SLAB DR13 HEAD HT. = + 10'-0" ABOVE STRUC. SLAB DR13 S3.5G S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S3.5G VEFIS S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di VEFIS VEFIS 3" THK VEFIS 1 1/2" VEFIS 4 1/2" VEFIS 3" THK VEFIS 3" THK VEFIS 3" THK VEFIS 3" THK VEFIS 4 1/2" VEFIS 1 1/2" VEFIS 4 1/2" VEFIS 1 1/2" VEFIS 3" THK VEFIS 1 1/2" VEFIS 1 1/2" VEFIS 1 1/2" VEFIS 1 1/2" VEFIS 3" THK VEFIS 4 1/2" VEFIS 1 1/2" 3" THK VEFIS 3" THK VEFIS VEFIS 3" THK BYPASS CFS STUD WALL. BASE AT 69'-9" (SIXTH FLR). TOP OF WALL AT 89'-0" BYPASS CFS STUD WALL. BASE AT 69'-9" (SIXTH FLR). TOP OF WALL AT 86'-6" BYPASS CFS STUD WALL. BASE AT 69'-9" (SIXTH FLR). TOP OF WALL AT 86'-6" BYPASS CFS STUD WALL. BASE AT 69'-9" (SIXTH FLR). TOP OF WALL AT 89'-0" 3 5/8"CFS STUD FRAMING INFIL BETWEEN SECONDARY STEEL FRAMING MEMBERS. SEE S-SERIES DWGS. TOP OF WALL AT 84'-7 1/2" BYPASS CFS STUD WALL. BASE AT 69'-9" (SIXTH FLR). TOP OF WALL AT 89'-0" BYPASS CFS STUD WALL. BASE AT 69'-9" (SIXTH FLR). TOP OF WALL AT 86'-6" 3 5/8"CFS STUD FRAMING INFIL BETWEEN SECONDARY STEEL FRAMING MEMBERS. SEE S-SERIES DWGS. BYPASS CFS STUD WALL. BASE AT 69'-9" (SIXTH FLR). TOP OF WALL AT 86'-6" BYPASS CFS STUD WALL. BASE AT 69'-9" (SIXTH FLR). TOP OF WALL AT 89'-0" PAINT STRUCTURAL STEEL TUBE COLUMN WITH INTUMESCENT PAINT PAINT STRUCTURAL STEEL TUBE COLUMN WITH INTUMESCENT PAINT REFER TO SHEET AA504 FOR STRUCTURAL STEEL FIREPROOFING DETAILS Q 3'-0" 5'-6" 3'-0" Q 27 26 P.5 4'-4 3/4" 2'-6" 2'-10" 2'-6" 4'-4 3/4" 2'-6" 2'-6" 4'-4 3/4" 2'-6" 4'-4 3/4" 2'-6" 2'-10" 1 AA343 2 AA343 1 AA344 2 AA344 5 AA344 2 AA225 1 AA225 1 AA226 3 AA226 GUTTER GUTTER GUTTER DOWNSPOUT SEE ELEVATIONS DOWNSPOUT SEE ELEVATIONS DOWNSPOUT SEE ELEVATIONS FORMED GUTTER ALONG CURVED FASCIA, TYP. FORMED GUTTER FORMED GUTTER ROOF VENTS (VENTING ATTIC). TOP VENT = 2SF NET AREA, BOTH BOTTOM VENTS = 1SF NET AREA EACH. SCALE: 1/4" = 1'-0" 1 SECOND THRU FIFTH FLOORS AA140 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 SIXTH FLOOR AA140 0 2' 4' 8' SCALE: 1/4" = 1'-0" 3 SEVENTH FLOOR AA140 0 2' 4' 8' SCALE: 3/8" = 1'-0" 5 WALL SECTION 3 AA140 0 2' 4' 6' SCALE: 1/4" = 1'-0" 4 ROOF AA140 0 2' 4' 8' : DENOTES CFS BYPASS WALLS LEGEND : DENOTES CFS WALLS NOTE: BASE AND T.O.W. ELEVATIONS ARE REFERENCED NEXT TO DIMENSION STRING. A.300, A.310B 10.24.08 BAB BAB, JAW 09.18.09