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HomeMy WebLinkAboutS.1 - SLAB PLANSheet Number: Sheet Title: S1.1 SLAB PLAN Project: Developer: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date Myron Cromer 885 MONON GREEN BLVD., SUITE 101 SCALE: NTS PLAN NORTH KEY PLAN PEDCOR DESIGN GROUP LLC 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. JAMES R. STUTZMAN, AIA, Carmel, Indiana. State Release Set Project: Developer: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date TJ MAGIC HAT BARBER SHOP Carmel, Indiana 46032 THE HAMILTON WEST BUILDING SCALE: NTS PLAN NORTH KEY PLAN THE HAMILTON PEDCOR DESIGN GROUP LLC 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. © COPY RIGHT 2021 JAMES R. STUTZMAN, AIA, Carmel, Indiana. THE HAMILTON BUILDING SUITE 101 Friday, March 12, 2021, /Volumes/ALLDATA/MS/DESIGN/PROJECTS/CARMEL CITY CENTER/CCC Drawings/CCC Construction Doc/Building E/Building E.CAD/Building E.Interiors/TENANTS/MAGIC HAT BARBER SHOP/DRAWINGS/IBASE-MAGIC HAT.pln T/CONC -0'-2" T/CONC -0'-2" T/CONC -0'-0" T/CONC -0'-10" T/CONC -0'-0" SLOPE EXTERIOR SLAB SEE CIVIL THICKENED SLAB CONSTRUCTION OR CONTROL JT EXTERIOR SLAB SEE CIVIL G F K J A J C ARCH SEE ARCH SEE CMU/CONC WALL CMU WALL CONC RAMP SLAB DEPRESSION OPENING IN SLAB SEE DETAIL H LOWER SLAB COLUMN ISOLATION SEE DETAIL D COLUMN ISOLATION SEE DETAIL E SLAB ON GRADE B TYPICAL SLAB ON GRADE KEY PLAN SCALE: NTS NOTE: KEY PLAN ILLUSTRATES CONSTRUCTION CONCEPTS ONLY. SEE PLAN FOR ACTUAL DIMENSIONS AND ARRANGEMENTS. SOG01 SLAB MARK SEE SCHEDULE POUR SLAB, LEAVING OUT AREA AROUND COLUMN. INFILL WITH CONCRETE AFTER SLAB HAS CURED 1/2" EXP JT MAT'L COLUMN SLAB CONTROL JT, TYP AT ALL COLUMN LINES INCREASE AS REQ'D FOR LARGER COL 2' - 0" MIN CONC PIER (BELOW) FOUNDATION WALL, SEE FOUNDATION PLAN FOR ACTUAL CONDITION WRAP HSS w/ 1/2" EXP JT MAT'L COLUMN #4x1'-6" CENTERED IN SLAB ALTERNATE FOR HSS COL INCREASE AS REQ'D FOR LARGER COL 2' - 0" MIN INCREASE A S REQ'D FOR LARGER COL 2' - 0" MIN POUR SLAB, LEAVING OUT AREA AROUND COLUMN. INFILL WITH CONCRETE AFTER SLAB HAS CURED 1/2" EXP JT MAT'L COLUMN SLAB CONTROL JT, TYP AT ALL COLUMN LINES NTS D WRAP HSS w/ 1/2" EXP JT MAT'L COLUMN #4x1'-6" CENTERED IN SLAB ALTERNATE FOR HSS COL PERIMETER INSULATION - SEE ARCH CONC SLAB 1/2" EXP JT MAT'L @ THRESHOLD INTERIOR SLAB EXTERIOR SLAB SLOPE 1/4 " GRANULAR FILL T/SLAB +(SEE PLAN) T/W +(SEE PLAN) #5 x @ 48" OC 1'-6" 1'-6" SCALE:NTS NOTE: COORD LOCATION OF THRESHOLD w/ ARCH DWGS FOUNDATION T/SLAB +(SEE PLAN) 1/2" EXP JT MAT'L CONC SLAB CMU/CONC WALL CAST IN PLACE CONCRETE NOTES 1. All concrete shall have 28 day compressive strength of 4000 psi - 0% AE. 2. All Interior slabs to have 6x6-W1.4 x W1.4 WWF with 1 1/2" reinforcing clearance, 1" control joint depth and 13'-0" control joint spacing 3. All interior slabs to be 4" thick over 10 mil plastic vapor barrier over 6" minimum granular fill. 4. All welded wire fabric shall conform to ASTM A185, Fy (min.) of 65 ksi. All welded wire fabric laps shall be 8". 5. Chamfer all edges of exposed concrete 3/4". W DR 4'-1 3/4" 3'-2 1/2" 10'-0 1/8" 0'-7 1/4" 18'-0" T/SLAB +0'-0" 7 S1.1 ROUGH IN DRAIN FOR MOP SINK. ROUGH IN DRAIN FOR ICE MAKER. ROUGH IN DRAIN FOR VANITY, TOILET, AND FLOOR DRAIN. ROUGH IN CONDUIT FOR FLOOR OUTLETS. ROUGH IN DRAIN FOR WASHING MACHINE. ROUGH IN DRAIN FOR SHAMPOO BOWL. ROUGH IN CONDUIT FOR FLOOR OUTLETS. ROUGH IN FOR FLOOR DRAIN. REST ROOM 102 BACK ROOM 103 R IM NEW 4” REINFORCED CONCRETE SLAB. HALLWAY 104 HALLWAY 101 BARBER SHOP AREA 100 VAPOR RETARDER CONC SLAB COMPACTED SUB GRADE COMPACTED GRANULAR FILL T/SLAB +(SEE PLAN) FORMED KEY VAPOR RETARDER CONC SLAB COMPACTED SUB GRADE COMPACTED GRANULAR FILL T/SLAB +(SEE PLAN) 1/8" SAW N CONTROL JOINT, ALL JOINTS SHALL BE SAWN WITHIN 12 HOURS OF SLAB POUR 4" 13'-0" 1" 5" 15'-0" 1 1/4" 6" 15'-0" 1 1/2" 7" 18'-0" 1 3/4" 8" 20'-0" 2" 9" 24'-0" 2 1/4" 10" 25'-0" 2 1/2" 1'-0" 25'-0" 3" SLAB THICKNESS MAX JT SPACING JOINT DEPTH NOTE: CONTRACTOR TO PROVIDE CONTROL JOINT LAYOUT, BASED ON MAXIMUM JOINT SPACING, UNO. TYP SLAB CONSTRUCTION JT TYP SLAB CONTROL JT 1.5 2.1 2 1 3.1 0.9 1.6 3 1.6 M N Q N RI RI SCALE: 1' = 1'-0" 2 REFERENCE PLAN SCALE: 1' = 1'-0" S1.1 5 TYPICAL COLUMN ISOLATION JOINT - DETAIL D S1.1 SCALE: 1' = 1'-0" 4 TYPICAL COLUMN ISOLATION JOINT - DETAIL E SCALE: 1' = 1'-0" S1.1 7 TYPICAL SECTION AT ENTRY - DETAIL F S1.1 SCALE: 1' = 1'-0" 6 TYPICAL EXPANSION JOINT AT WALL - DETAIL K S1.1 SCALE: 1/4" = 1'-0" 1 SLAB PLAN S1.1 SCALE: 1' = 1'-0" 3 TYPICAL CONCRETE SLAB JOINTS - DETAIL A S1.1 2/9/21 2/9/21 REVISIONS 3/12/21 N-E 04/19/21