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HomeMy WebLinkAboutS102G - SECOND PARKING LEVEL PLANGA GB GC G1 G4 G5 G8 GE G3 G7.5 GH GJ GG G7G2 3"18'-11 3/8"8'-5 1/8"15'-4"23'-0"23'-0"23'-0"23'-6 3/8"9'-2 3/8"9'-10 5/8"3"6"22'-4 7/8"3'-1 1/8"23'-11 1/2"60'-0"17'-8 1/4"13'-8"18'-6"8 1/2"9'-5 1/4"FD FDFDGPB8 (16"x36")GPB7 (16"x36")GPB8 (16"x36")GPB7 (16"x36")GPB8 (16"x36")GPB8 (16"x36")GPB6 (16"x36")GPB5 (16"x36")GPB6 (16"x36")GPB5 (16"x36")GPB3 (16"x36")GPB2 (16"x40")(UPTURNED)GPB1 (16"x40")(UPTURNED)GPB3 (16"x36")GPB2 (16"x40")(UPTURNED)GPB11 (16"x40")(UPTURNED)2" EXP JT EL 12'-5" EL 12'-6" EL 12'-6" EL 12'-6" EL 12'-6" EL 12'-6" EL 12'-6"EL 12'-6" EL 12'-6" EL 12'-6"GPB4 (16"x36")GPB7 (16"x36")GPB7 (16"x36")GPB7 (16"x36")GPB7 (16"x36")GPB4 (16"x36")GPB5 (16"x36")GPB8 (16"x36")GPB8 (16"x36")GPB8 (16"x36")GPB8 (16"x36")GPG1 (30"x36")GPG1 (30"x36")GPB5 (16"x36")GPG1 (30"x36")GPG1 (30"x36")GPB6 (16"x36")GPB9 (16"x36")GPB10 (16"x30")GPB14 (16"x30")GPB13 (16"x36")GPB13 (16"x36")GPB9 (16"x36")GPB10 (16"x30")GPB6 (16"x36")GPB14 (16"x30")EL 12'-2"EL 12'-6"EL 12'-2" EL 11'-6"EL 11'-10"EL 11'-6" GF G6 EL 11'-6"EL 12'-0" GPB16 (12"x18")GPB16 (12"x18")GPB16 (12"x18")GPB16 (12"x18")GPB16 (12"x18") EL 12'-6" G2.3 G6.7 EL 12'-5"8"GPB17 (12"x18")GPB15 (12"x18") G.9A 6" PT SLAB 8" PT SLAB 6" PT SLAB8" PT SLAB 1 S301 ● 6" PT SLAB G1.5 G7.6 GA.9 GB1 (12"x18")GB1 (12"x18")GI G7.9G1.1 9'-11 1/4" GB2 (16"x18")GB2 (16"x18")GB1 (12"x18")GB2 (16"x18")GB1 (12"x18")GB2 (16"x18")GB2 (16"x18") PRECAST MANUFACTURER TO DESIGN FOR VEHICLE BUMPER LOAD ON S003 5 S360 ● 7 S360 ● VEHICLE BARRIER CABLES 9 S360 ● 12 S360 VEHICLE BARRIER CABLES, TYP 5 S361 8" BUMPER WALL TYP ON RAMP TYP ALONG PERIMETER U.N.O. EL 12'-0" EL 12'-4" FD EL 12'-6"EL 12'-0" RAMP UP 6 S361 RAMP DN 9 S360 ● 7 S361 5 S360 ●VEHICLE BARRIER CABLES EL 12'-10" EL 13'-4"EL 12'-6" 3 S360 ● 8"9'-4"14'-8"9'-4"8" EL 8'-7" EL 8'-3" EL 11'-0" EL 10'-8" EL 11'-10" 11 S358 9'-9 5/8" EL 12'-6" EL 12'-6" NOTE: SLAB TO BE FLAT AT ELEVATION 12'-6" IN ELEVATOR LOBBY. NOTE: SLAB TO BE FLAT AT ELEVATION 12'-6" IN ELEVATOR LOBBY. GB2 (16"x18")2'-9"1'-0"8"10'-2 3/4" EXP JT 2"1'-0" 5'-5 1/8" 1'-0"8'-11 5/8" EXP JT 2"5 1/2"2'-6"4"1'-0"2'-9"EXP JT2"3 1/2"EXP JT 2" 9'-1 1/4"1'-0"1'-0"2" EXP JT5'-2 3/8" 1'-0" EXP JT 2" 10'-2 3/4"8" EXP JT 2" 8'-11 5/8"1'-0"EXP JT2"1'-0"1'-0"1'-6"1'-0"1'-0" EL 15'-6 1/2" EL 15'-1"1'-6"CRANE TOWER OPENING, CONTRACTOR TO APPROVE FINAL SIZE AND LOCATION OF OPENING WITH ENGINEER OF RECORD, SEE 6/S353 15 S358 2'-5" 4'-0"NO PT PERMITTED 4" DIA. SLEEVE, TYP CONCRETE FRAMING PLAN NOTES: 1. PROJECT ELEVATION 0'-0" = USGS 833.50'. 2. TOP OF FLOOR ELEVATION PER PLAN. 3. FLOOR FRAMING SYSTEM: POST-TENSIONED ONE-WAY SLABS: 6" THICK UNLESS OTHERWISE NOTED. SEE S110 SERIES DRAWINGS FOR REINFORCING PLANS. SEE S356 SERIES DRAWINGS FOR ONE- WAY POST-TENSIONED SLAB DETAILS. 4. SEE S000 SERIES DRAWINGS FOR GENERAL NOTES, DESIGN CRITERIA, FLOOR LOAD CAPACITIES AND CONCRETE SCHEDULE. 5. SEE DRAWING S320 FOR TYPICAL CAST-IN-PLACE CONCRETE WALL DETAILS. 6. SEE DRAWING S340 AND S341 FOR TYPICAL CAST-IN-PLACE CONCRETE COLUMN DETAILS. 7. SEE S350 SERIES DRAWINGS FOR POST-TENSIONED CONCRETE SLAB DETAILS, BEAM SCHEDULES AND BEAM DETAILS. 8. SEE S360 SERIES DRAWINGS FOR POST-TENSIONED CONCRETE PARKING GARAGE DETAILS. 9. SEE DRAWING S400 FOR TYPICAL CMU WALL DETAILS. 10. SEE DRAWING S500 FOR TYPICAL STRUCTURAL STEEL DETAILS. INDICATES TOP OF SLAB SPOT ELEVATION. INDICATES COLUMN BELOW ONLY. INDICATES COLUMN ABOVE ONLY. INDICATES POST-TENSIONED CONCRETE BEAM MARK. SEE S360 SERIES DRAWINGS FOR SCHEDULE AND DETAILS. INDICATES REINFORCED CONCRETE BEAM MARK. SEE S3XX SERIES DRAWINGS FOR SCHEDULE AND DETAILS. INDICATES OPENING IN SLAB. COORDINATE DIMENSIONS WITH MEP CONTRACTOR AND PROVIDE ADDITIONAL REINFORCING AROUND OPENING IN ACCORDANCE WITH GENERAL NOTES AND TYPICAL DETAILS. INDICATES TRAFFIC BEARING MEMBRANE OVER ROOMS OCCURING BELOW SLAB. EXTEND MEMBRANE 2'-0" BEYOND LIMITS OF ROOM BELOW. INDICATES FLOOR DRAIN. SEE DRAWING S354 FOR TYPICAL DETAIL. SEE ARCHITECTURAL AND MEP DRAWINGS FOR LOCATIONS OF FLOOR DRAINS AND FOR SLAB DRAINAGE REQUIREMENTS ADJACENT TO THEM. INDICATES WALL CONTROL JOINT. SEE TYPICAL WALL CONTROL JOINT DETAIL ON S320. PROVIDE WCJ AT MID-SPAN OF EACH BUMPER WALL UNLESS NOTED OTHERWISE. INDICATES EMBEDDED PLATE MARK. SEE DRAWINGS S360 AND S500 FOR DETAILS. INDICATES HORIZONTAL SLEEVE THROUGH BEAM. SEE S350 SERIES DRAWINGS FOR TYPICAL DETAILS. CBO CAO BX FD WCJ EPX LEGEND XXX'-XX" 11. NO CORE DRILLING OR SAWCUTTING OF THE POST-TENSIONED SLAB IS ALLOWED WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. POST-TENSION TENDON/REBAR LOCATIONS TO BE VERIFIED BY THE CONTRACTOR USING AN R-METER PRIOR TO ANY APPROVED DRILLING OR CUTTING. 12. PENETRATING CONCRETE DECK SEALER: APPLY TO TOP SURFACE OF SLABS WITHIN PARKING GARAGE IN ACCORDANCE WITH SPECIFICATION, DECK WATERPROOFING OF THE PROJECT MANUAL. 13. AT LOCATIONS OF DRAINAGE WASH, WORK POINT ELEVATIONS ARE INDICATED. SEE ELEVATIONS AT DRAINAGE WASH DETAIL ON THIS SHEET. 14. BEAM SLEEVE PENETRATIONS SHALL BE LOCATED 2' -0" AWAY FROM VEHICLE BARRIERS WHERE APPLICABLE GPBX 3'-0"2"ELEVATIONS AT DRAINAGE WASH WORKPOINT ELEVATION EL 0'-0" EL 12' -6" EL 23' -0" EL 33' -6" ISOMETRIC 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 2022 JAMES R. STUTZMAN, AIA, Carmel, Indiana. Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architecture / Project Management: PEDCOR DESIGN GROUP LLC Project: Sheet Number: Project Number Set Issue Date Sheet Title: Sheet Issue Date Drawn By Checked By Last Revision Date: COPYRIGHT & OWNERSHIP OF DOCUMENTS Developer: Architect: By:2/3/2023 2:18:28 PMS102G SECOND PARKING LEVEL PLANTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 02/15/21 Author JDWNOT FORCONSTRUCTIONNORTHSCALE: 3/32" = 1'-0" SECOND PARKING LEVEL PLAN Revision ID Transmittal Set Date Transmittal Set Name