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Home My WebLink AboutAD104 Plaza Level Demolition Plan - Area AProject: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateWREN BUILDINGCarmel, IN 46032750 Veteran's WayPEDCOR DESIGN GROUP LLC Plaza Level Demolition Plan - Area A 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 PUBLISHED 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 2021 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS 02-20-202011/26/2019 A D 10 4 Revision ID Transmittal Set Date Transmittal Set Name Change Name Change ID 01 5/10/21 Steel Release #2 BID PHASE II ADD OPENING IN STAIR #3, STEEL RELEASE - BID PHASE II 18, 20 Tuesday, October 5, 2021, BIMcloud: pedcordesign - BIMcloud as a Service/Wren - Building J/Building J Wren2'-9 1/4"2'-4 1/4"3'-1/2"2'-4 1/4"2'-9 1/4" 5'-1 1/2"3'-1/2"5'-1 1/2"2"3 1/2"6 1/2"10" 5 AD104 H H EDGE OF EXISTING PLAZA 4'-11 1/2"3'-1/2"4'-9 1/2"2"10"5 1/2" 2" 3 1/2"2"3 1/2"2'-7 1/4"2'-4 1/4"3'-1/2"2'-4 1/4"1'-3 3/4"1'-3 1/2"2'-7 1/4"2'-4 1/4"3'-1/2"2'-4 1/4"2'-7 1/4"10"6 AD104 D B F H H H H EDGE OF EXISTING PLAZA EDGE OF EXISTING PLAZA 4'-11 1/2"3'-1/2"3'-8"1'-1 1/2" 1'1'-7 3/4"2'-4 1/4"3'-1/2"2'-4 1/4"2'-7 1/4"10"1'-5"5 1/2"1'-1/2"1'-3 3/4"1'-1/4"1'-7"3 1/2"2'-7 1/4"2'-4 1/4"4'-11 1/2"3'-1/2"4'-9 1/2"2"2" 3 1/2" 6 1/2" 0 1/2" 4'-11 1/2"3'-1/2" 5 AD104 5 AD104 HH H H SIM. EDGE OF EXISTING PLAZA EDGE OF EXISTING PLAZA 2'-4 1/4"2'-7 1/4"2'-7 1/4"2'-4 1/4"2" 3 1/2" 6 1/2"2'-6"8'-8"1'5 AD104 5 AD104 H H HHH SIM. EDGE OF EXISTING PLAZA EDGE OF EXISTING PLAZA EDGE OF EXISTING PLAZA EDGE OF EXISTING PLAZA 2'-2"2'-5 1/2"3'-1/2"4'-11 1/2"2"10"6'-2 1/2"2'-7 1/4"2'-4 1/4"3'-1/2"2'-4 1/4"2'-7 1/4"3 1/2"2"2"1'19'1'345678910DOWN6 7 8 9 10 123451234567898910891011123456789101112UP1 2 3 CL CL345DOWN1234567UP123456UP8TREADSCL CL CL CL6"LIMESTONE DOOR SURROUND YORK THRU-WALL COPPER FLASHING W/ FELT BACKING, HEAD WEEP AT 24" O.C. PAVERS, REF. C4/A308 GFRC COL. BEYOND CONT. BENT PLATE, REF. S- SERIES DWGS. EXPOXY COATED PRIOR TO CONC. SLAB POUR COMPOSITE SLAB, REF. S- SERIES DWGS. GYPSUM SHEATHING SYSTEM (GLASS MATT) SEE SHT. AD103 FOR SELECTIVE DEMOLITION PLAN FOR REMOVAL OF EXIST. PLAZA CONCRETE TO FORM A 2" EXP. JOINT CONT. EXP. JOINT SYSTEM, 3 1/2"X3 1/2"X1/8" ALUM. WABO SWS-400 COMP. SEAL, EXP. JOINT TO OCCUR ON NORTH AND EAST SIDE OF BLDG. EDGE OF EXISTING PLAZA 8"2"7 1/2"2'-6 3/4" PAVERS, REF. C4/A308 STL. CHANNEL, REF. S- SERIES DWGS. STL. BEAMS AND SUPPORTING COLUMNS, REF. S-SERIES DWGS., APPLY 3 HOUR SFRM WABO USG - 24N GUTTER FLEX W/ DRAIN CUT TOP OF EXISTING PRECAST WALL REMOVE PORTION OF CONCRETE SLAB BEHIND PRECAST WALL SEE SHT. AD103 FOR SELECTIVE DEMOLITION PLAN FOR REMOVAL OF EXIST. PLAZA CONCRETE TO FORM A 2" EXP. JOINT NOTE: REF. 2/AD103 FOR NOTES ABOVE PLAZA G.1F.8 F.10 xGxF.9 H.3 H.4 H.6H.1 xH.5 XJ.4 xJ.5 xJ.3xJ.2 20.7 20.5 x21.1 x21 x17 x16.9 XJ.4 xJ.5 xJ.3 xJ xJ.2 GENERAL DEMOLITION NOTE: Remove selected concrete, shown in black hatch. A B C D E F G H CONCRETE DEMOLITION PLAN NOTES: Existing column pier to be removed down to T/pier cap. Existing concrete column to be removed. Take out material down 12" below the lowest new finished floor of the space. The face of cast-in-place slab at the plaza edge, must be cut to align its edge with the face of the precast beam below. See Overall Demolition Plan AD103. Top of precast wall to be trimmed down. Reference drawings pertaining to precast stair changes. Remove flange of precast concrete 'T' back to 1'-0" off column centerline. See Overall Demolition Plan AD103. Existing Stair to parking garage - remove portions of stair, top portions of PC wall and other related stair items. Ref. shts. A306 & A416 for extent of demolition work. Remove portion of foundation wall where step occurs so it is level with top of wall to the north. Remove portion of plaza deck to allow installation of 2" expansion joint around perimeter of new building. SCALE: 1/2" = 1'-0" 1 Plaza Level Demolition Plan AD104 0 1'2'4' SCALE: 1/2" = 1'-0" 2 Plaza Level Demolition Plan AD104 0 1'2'4' SCALE: 1/2" = 1'-0" 3 Plaza Level Demolition Plan AD104 0 1'2'4' SCALE: 1/2" = 1'-0" 4 Plaza Level Demolition Plan AD104 0 1'2'4' SCALE: 1 1/2"= 1'-0" 5 Plaza Section Detail AD104 0 6''12''18'' SCALE: 1 1/2"= 1'-0" 6 Plaza Section Detail AD104 0 6''12''18'' x22 x21.9 x22 x21.9