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HomeMy WebLinkAboutAA145 PARTIAL PLANS NORTH M-PProject: 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 AA145 PARTIAL PLANS NORTH M-P Bid Set !"#$%#!& THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007, 2008, 2009, JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 37 CCC.A.ASI.11, 9/18/09 !"#$%&’()! !"#$%$&’() !" !! #$ % & ’()’*’ ’()’*+ ’()’*, ( !"#$%&’( )&*+$’ Tuesday, September 22, 2009; alldata:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.General:BLDG A SHELL FILES:NORTH MODULES:BLDG. A NORTH M-N.pln 2008, 2009 JAMES R. STUTZMAN, AIA, CARMEL INDIANA M M.5 N N.5 P 27 27 28 28 26 26 26 26 75'-0 1/4" 15'-0 1/2" 1'-0 1/4" 8'-0" 8'-0" 8'-0" 8'-0" 21'-5 1/2" 6 1/4" 7'-3 3/4" 7'-10 1/4" 30'-0" 31'-6 1/4" SLOPED ROOF SLOPED ROOF 1'-0" 31'-6 1/4" 15'-2" 54'-5 3/4" 6'-0" 9'-0 1/2" 1'-0 1/4" 11 3/4" 1'-6 5/8" 15'-5" 1'-6 5/8" 15'-5" 1'-6 5/8" 15'-5" 2'-1 3/8" 1'-0" 1'-0" 1'-0" 1'-0" 1 AA145 4 AA145 2 AA145 # AA347 2 AA347 3 AA347 1 AA348 4 AA347 6 AA144 1 AA347 3 AA348 4 AA348 5 AA348 2 AA348 1 AA227 1 AA228 1 AA229 1 AA144 2 AA230 1 AA230 7 AA230 S6Di VBRK2 VBRK2 S6Di VBRK2 S6Di VEFIS VEFIS VEFIS VBRK2 S6Di VBRK2 S6Di DR14 DR14 DR14 DR14 DR14 : DENOTES CFS BYPASS WALLS LEGEND : DENOTES CFS WALLS NOTE: BASE AND T.O.W. ELEVATIONS ARE REFERENCED NEXT TO DIMENSION STRING. ROOF DRAIN ROOF BELOW (SEVENTH FLOOR) OPEN TO SIXTH FLOOR PATIO BELOW T.O.W. AT 87'-3" T.O.W. AT 87'-3" T.O.W. AT 87'-3" T.O.W. AT 97'-0 3/4" T.O.W. AT UNDERSIDE OF BEAM TERRACE TERRACE 21 21 21 22 22 22 22 22 22 OPEN TO SIXTH FLOOR PATIO BELOW OPEN TO SIXTH FLOOR PATIO BELOW S6Di SA4-7 S6C S6C S6C S6C SA2-R S3.5A S3.5Bi S3.5Bi S3.5Bi S3.5Bi S3.5Bi S3.5Bi VEFIS S2.5Ji S2.5Ji 23 23 23 HEAD HT. = +8'-1 1/2" ABOVE STRUC. SLAB HEAD HT. = +8'-1 1/2" ABOVE STRUC. SLAB HEAD HT. = +8'-1 1/2" ABOVE STRUC. SLAB HEAD HT. = +8'-1 1/2" ABOVE STRUC. SLAB HEAD HT. = +8'-1 1/2" ABOVE STRUC. SLAB SLOPE SLOPE STAIR SA2 STAIR SA3 PENTHOUSE 702 A: 4,695.23 sq ft RIDGE VENT RIDGE VENT RIDGE VENT 27 5 AA704 12'-7" VARIES 3'-9" 8 3/8" 2'-5 7/8" 1 5/8" 2'-2 5/8" 1 5/8" 1'-0" BYPASS WALL FROM SIXTH FLOOR EIFS CORNICE DETAIL SIXTH FLOOR PORCH DECK STEEL BEAM REF. S- SERIES DRAWINGS SIXTH FLOOR COMPOSITE DECK 6" CFS STUDS @ 16" O.C. THRU WALL FLASHING T/ PARAPET FRAMING 5/8" EXTERIOR SHEATHING INSULATION STOP 6" ABOVE TOP OF STEEL 6" CFS WALL W/ STUDS @ 16" O.C. MASONRY VENEER VARIES T/ SLAB WEATHER BARRIER PREFINISHED METAL PARAPET CAP CFS BLOCKING 3/4" FIRE RESISTANT PLYWOOD E.O.S. +69'-9" 6 Sixth Floor +83'-6" 7 Seventh Floor 27 1'-5 7/8" 1 5/8" 12'-7" VARIES 3'-9" 1 5/8" 5 1/8" 4 3/8" 1'-0" PREFINISHED METAL PARAPET CAP CFS BLOCKING 6" CFS STUDS @ 16" O.C. COMPOSITE ROOF DECK THRU WALL FLASHING STEEL BEAM REF. S-SERIES DRAWINGS SIXTH FLOOR COMPOSITE DECK STEEL BEAM REF. S-SERIES DRAWINGS T/ PARAPET FRAMING METAL ROOF DECK VARIES T/ SLAB 5/8" EXTERIOR SHEATHING 3/4" FIRE RESISTANT PLYWOOD WEATHER BARRIER STEEL STUB COLUMNS, REF. S-SERIES DWG'S. MASONRY VENEER EIFS VENEER E.O.S. +69'-9" 6 Sixth Floor +83'-6" 9 7 Seventh Floor AA702 5 AA704 5 AA704 13'-9" 6 3/4" +97'-3" 8 Roof +83'-6" 7 Seventh Floor ALIGN PARAPET WALL W/ CFS STUD WALL ON SEVENTH FLOOR 3/4" FIRE RESISTANT PLYWOOD EIFS CORNICE PREFINISHED METAL COPING 3/4" FIRE RESISTANT PLYWOOD CAP ROOF MEMBRANE 6" CFS KICKERS @ 16" O.C. W/ 5/8" ROOF SHEATHING NOTE: 6" CFS STUD BY PASS WALL EXPANSION JOINT BRICK VENEER REFER TO SHEET AA505 FOR FIRE PROTECTION AND CFS FRAMING DETAILS 5/8" EXTERIOR SHEATHING 6" CFS STUDS @ 16" O.C. BATT INSULATION ROOF TOP PAVERS COMPOSITE SLAB REF. S-SERIES DRAWINGS T/PARAPET DRYWALL (N.I.C.) 1 2 3 5 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 MASONRY CONTROL JOINT EXTERIOR SHEATHING PLAN NOTES SEE SHEET AA508 FOR FND. DETAILS REFER TO SHEET AA504 & AA505 FOR TYP. STRUCTURAL FIREPROOFING DETAILS STONE BASE BELOW EXHAUST HOOD ABOVE SEE BLDG. ELEVATIONS. WALL FRAMING IS REQUIRED TO BE HEADED OFF AT OCCURRANCES OF HOLES IN THE PRIMARY STEEL FRAMING REF. TO 1/AA431 FOR BALCONY SLAB REF. TO 2/AA431 FOR BALCONY SLAB REF. TO 3/AA431 FOR BALCONY SLAB REF. TO 4/AA431 FOR BALCONY SLAB REF. TO 5/AA431 FOR BALCONY SLAB REF. TO 6/AA431 FOR BALCONY SLAB REF. TO 8/AA431 FOR BALCONY SLAB METAL RAILING SEE 3/AA705 AND S-SERIES DWGS FOR ATTACHMENT REQUIREMENTS @ JAMBS METAL RAILING SEE 5/AA705 AND S-SERIES DWGS FOR ATTACHMENT REQUIREMENTS @ JAMBS LINE OF CORNICE BELOW FACE OF STONE BAND BELOW DRAWING LIMITS TO THIS LINE CFS OVERBUILD AS REQUIRED BETWEEN TRUSSES METAL RAILING METAL GUTTER METAL COPING PREFINISHED METAL DOWNSPOUT OUTLINE OF C.I.P. CAP BELOW, FIELD VERIFY LIMITS, REF TO STRUCTURAL DWGS C.I.P. CONCRETE CAP OVER CMU, FIELD VERIFY EXISTING CMU FOOTPRINT, REF S-SERIES DWGS SCALE: 1/4" = 1'-0" 3 SEVENTH FLOOR PLAN AA145 0 2' 4' 8' SCALE: 3/8" = 1'-0" 1 WALL SECTION AA145 0 2' 4' 6' SCALE: 3/8" = 1'-0" 4 WALL SECTION AA145 0 2' 4' 6' SCALE: 3/8" = 1'-0" 2 WALL SECTION AA145 0 2' 4' 6' 10.24.08 JPM BAB, JAW A.305B, A.310B 09/18/09