HomeMy WebLinkAbout16090098 Building PlansPR
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DANDRIDGEDREWWHITE H I TAR-19400087 A R C T E CSTATE OFNo.D N DI N A A A I IREGISTERED N D I N A A I H I T A R C T E CDANDRIDGEDREWWHITEREVISIONS:DRAWN BY DATE ISSUEDCHECKED BYScope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work.PROJECT NUMBER:618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m Construction Manager:Civil Engineer:Structural Engineer:MEP Engineer:Owner:CARMEL REDEVELOPMENT COMMISSION Corrie Meyer - Executive Director 30 W. Main Suite 200 Carmel, IN 46032 GARMONG CONSTRUCTION Dustin Frye - Project Manager 5988 N. Michigan Road Indianapolis, IN 46228 PH 317.682.1001PH 317.571.2492CRHDW09/09/2016 G001COVER SHEET 16065RQAW Corporation 10401 North Meridian Street, Suite 401 PH 317 815 7200 Vector Consulting 1005 North Senate Avenue PH 317 632 4444Fink Roberts & Petrie 9449 Priority Way West Drive Suite 200 PH 317 872 8400Indianapolis, IN 46290-1158 Indianapolis, IN 46202Indianapolis, IN 46240 MIDTOWN - NORTH GARAGE CARMEL REDEVELOPMENT COMMISSION 145 4TH STREET SW CARMEL, INDIANA 46032
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DESIGN INFORMATION GENERAL NOTES #3 #4 #5 #6 #7 #8 #9 #10 #11 75 63 52 42 33 26 20 18 16 16 18 26 33 43 54 67 82 97 126 105 86 70 55 40 34 24 18 16 18 26 33 43 54 67 82 99 BAR SIZE UNCOATED TYPE I TYPE II TYPE II TYPE I UNCOATED NOTES: 1. LAP SPLICE LENGTHS ARE IN INCHES. 2. TYPE I: HORIZONTAL BOTTOM BAR AND VERTICAL BAR S PLICES. 3. TYPE II: HORIZONTAL TOP BAR SPLICES. TABLE 1: TENSION LAP SPLICES CONCRETE REINFORCEMENT 84 70 58 47 37 28 23 18 16 16 20 29 35 48 61 75 91 109 UNCOATED TYPE I TYPE II 131 110 89 73 58 40 35 24 18 16 18 27 32 44 56 69 84 101 TYPE II TYPE I f 'c = 3 ksiEPOXY COATED f 'c = 4 ksi f 'c = 4 ksi f 'c = 5 ksiAND COLUMN BASE PLATES:................................... SHEAR CONNECTORS:............................ STRUCTURAL TUBING:............................................... W-SHAPES ANGLES, CHANNELS, PLATES & BARS:........................................ 3/4" INCH DIAMETER, ASTM A108 ASTM A500, GRADE B, ASTM A992, GRADE 50 ASTM A36 Fy = 46 KSI Fy = 35 KSI OR ASTM A501, Fy = 36 KSI ASTM A53, TYPE E OR S, GRADE B, STRUCTURAL PIPE:............................... 28 DAY STRENGTH COMPRESSIVE ADMIXTURE REQUIRED WATER REDUCING 3000 PSI AREMARKS CONCRETE PLACEMENT CLASS CONCRETE SCHEDULE FOOTINGS B 4000 PSI 6 1% SLABS ON GRADE +-OPTIONAL AIR CONTENT 5000 PSI PCA PRECAST CONCRETE 6 1% +-4000 PSI CWALLS AND PIERS 0 - 3% 7000 PSI PCB PRECAST COLUMNS 6 1% +-AS REQUIRED HIGH RANGE WATER REDUCING ADMIXTURE AND SYNTHETIC FIBERS REQUIRED MID OR HIGH RANGE WATER REDUCING ADMIXTURE REQUIRED HIGH RANGE WATER REDUCING ADMIXTURE REQUIRED
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SPECIFIED COMPRESSIVE STRENGTH OF MASONRY, f'm = 20 00 PSI CONCRETE MASONRY UNITS:........................... MORTAR:................... GROUT:.................. NORMAL WEIGHT, ASTM C90, TYPE 1. MINIMUM COMPRESSIVE STRENGTH OF UNITS = 2800 PSI TYPE 'S' IN ACCORDANCE WITH ASTM C270 SHALL BE USED ON ALL EXTERIOR MASONRY WALLS, SHEAR WALLS AND LOAD BEARING WALLS AS NOTED ON PLANS, OTHERWISE, TYPE "N" MORTAR. PROPORTIONED IN ACCORDANCE WITH ASTM C476. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS.
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ALL FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE NET BEARING PRESSURE (A.N.B.P.) OF 6000 PSF BASED ON AP PLICATION OF SOIL MODIFICATION BY RAMMED AGGREGATE PIERS PRIO R TO FOUNDATION PLACEMENT. SEE GEOTECHNICAL REPORT AND FOUNDATION NOTES ON S100 FOR ADDITIONAL INFORMATION . REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the pr oject in terms of architectural design concept, the dimensio ns of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work re quired for full performance and completion of the requirements of the contract. On the basis of the general scope indica ted or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m Construction Manager: Civil Engineer: Landscape Architect: Structural Engineer: MEP Engineer: Owner: ........Author JMP 09/09/16 S001 GENERAL NOTES Project Number NORTH GARAGE CARMEL R E D E V E L OPMENT COMMISSION CARMEL, I NDIANA 4 7 9 6 0 # DESCRIPTION DATE
PLAN NOTES: ELEVATION 100'-0" = 828.10' USGS. DENOTES COLUMN FOOTING MARK. SEE S300 FOR COLUMN FOOTING SCHEDULE, NOTES AND TYPICAL FOUNDATION DETA ILS. FOOTINGS BASED ON 6000 PSF ALLOWABLE BEARING CAPACI TY. SOIL MODIFICATION SYSTEM SUCH AS RAMMED AGGREGATE PIERS IS USED TO ACHIEVE 6000 PSF BEARING. REFER TO S100 DRWINGS FOR DESIGN INFORMATION, CONCR ETE SCHEDULE AND GENERAL NOTES PERTAINING TO FOUNDATIONS, CONCRE TE, REINFORCING STEEL AND STRUCTURAL STEEL. SEE S300 FOR TYPICAL FOUNDATION AND WALL DETAILS. T.F. INDICATES TOP OF FOOTING ELEVATION. T.W. INDICATES TOP OF WALL ELEVATION. CAST-IN-PLACE CONCRETE CONTRACTOR SHALL COORDINATE THE LAYOUT OF EMBEDDED ITEMS SUPPLIED BY PRECAST SUPPLIER FOR ANCHORAGE OF PRECAST CONCRETE. SEE APPLICABLE SECTIONS FOR MO RE INFORMATION. F.S. INDICATES FOOTING STEP. SEE TYPICAL DETAIL ON S300.PROVIDE VERTICAL CONTROL JOINTS IN WALLS AT 15'-0" O.C. MAX. IN ALL WALLS EXPOSED TO VIEW (NOT GRADE WALLS). COORDINATE LOCATIONS WITH ARCHITECT. SEE TYPICAL DETAIL ON S300. INDICATES CONCRETE MASONRY WALL. COORDINATE LOCATIO NS AND DIMENSIONS WITH ARCHITECTURAL DRAWINGS. SEE S40 0 FOR TYPICAL REINFORCING AND DETAILS. "C.I.P." INDICATES CAST-IN-PLACE CONCRETE. INDICATES CAST-IN-PLACE CONCRETE WALL OR PIER FROM TOP OF FOOTING TO PRECAST BEARING ELEVATION. INDICATES PRECAST WALL. B1 INDICATES BEWAM. SEE SECTION 7/S301. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. FX A B
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B1 B1 REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the pr oject in terms of architectural design concept, the dimensio ns of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work re quired for full performance and completion of the requirements of the contract. On the basis of the general scope indica ted or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m Construction Manager: Civil Engineer: Landscape Architect: Structural Engineer: MEP Engineer: Owner: ........Author JMP 09/09/16 S100N FOUNDATION PLAN Project Number NORTH GARAGE CARMEL R E D E V E L OPMENT COMMISSION CARMEL, I NDIANA 4 7 9 6 0 1/8" = 1'-0" FOUNDATION PLAN NORTH # DESCRIPTION DATE
PLAN NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. FOR GENERAL NOTES DESIGN INFORMATION AND CONCRETE S CHEDULE, SEE DRAWING S001. FOR COLUMN SCHEDULE SEE DRAWING S330. INDICATES TOP OF WALL ELEVATION. INDICATES TOP OF LEDGE ELEVATION. EXISTING CONSTRUCTION: VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, AND CONDITIONS BEFORE PROCEEDING WITH N EW CONSTRUCTION TO PREVENT UNDERMINING OF EXISTING CON STRUCTION. NOTIFY THE ARCHITECT/ENGINEER OF ANY ISSUES WITH EX ISTING CONSTRUCTION/NEW CONSTRUCTION INTERFACE BEFORE PROC EEDING WITH WORK IN THE AREA UNDER QUESTION. SEE DRAWING S100 EXISTING CONDITIONS NOTES FOR ADDITIONAL INFORMATION. TOP OF FIRST LEVEL SLAB ELEVATION = 0'-0". USGS EL EVATION XXX.XX' = 0'-0" SEE ARCHITECTURAL DRWINGS FOR SLAB ELEVATIONS. INDICATES OPENING OR SLEEVE THROUGH SLAB. ALL OPENING/SLEEVE LOCATIONS AND SIZES MUST BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS PRIOR TO PLACING CONCRETE. SEE REINFORCING STEEL NOTE 4 ON DRAWING S-001 FOR SLAB REINFORCING REQUIREMENTS AS WELL AS DETAILS ON S34X SERIES. SEE ARCHITECTURAL AND PLUMBING DRAWINGS FOR LOCATIO NS OF FLOOR DRAINS CAST IN CONCRETE SLAB AND FOR FLOOR SL AB DRAINAGE REQUIREMENTS. SEE ARCH DRAWINGS FOR LOCATIONS OF CMU WALLS. SEE DETAILS ON DRAWING S400 FOR INFORMATION. SLAB ON GRADE: 5" THICK CONCRETE UNLESS NOTED OTHE RWISE. SEE DETAILS ON DRAWING S310 FOR TYPICAL SLAB CONSTRUCTI ON. INDICATES CONSTRUCTION JOINT IN SLAB ON GRADE. SEE DETAIL 2/S310. INDICATES COLUMN ISOLATION JOINT IN SLAB ON GRADE. SEE DETAIL 7/S310. C.J. T.W. T.L. A B
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MARK WALL FOOTING SCHEDULE WIDTH x DEPTH BOTTOM REINFORCEMENT REMARKS WF2 WF2.5 WF3 WF4 WF5 2'-0" x 1'-0" 2'-6" x 1'-0" 5'-0" x 1'-6" 3'-0" x 1'-6" 4'-0" x 1'-6" (3) - #5 LONGITUDINAL #5 AT 24" TRANSVERSE (4) - #5 LONGITUDINAL #5 AT 12" TRANSVERSE (4) - #5 LONGITUDINAL #5 AT 12" TRANSVERSE (5) - #5 LONGITUDINAL #6 AT 12" TRANSVERSE (5) - #5 LONGITUDINAL #6 AT 12" TRANSVERSE WF6 6'-0" x 2'-0" (6) - #5 LONGITUDINAL #7 AT 12" TRANSVERSE WF8 8'-0" x 2'-3" (7) - #5 LONGITUDINAL #8 AT 12" TRANSVERSE WF9 9'-0" x 2'-6" (8) - #5 LONGITUDINAL #8 AT 12" TRANSVERSE WF10 10'-0" x 3'-0" (14) - #6 LONGITUDINAL #9 AT 12" TRANSVERSE WF15 15'-0" x 3'-6" (18) - #8 LONGITUDINAL #11 AT 12" TRANSVERSE
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REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the pr oject in terms of architectural design concept, the dimensio ns of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work re quired for full performance and completion of the requirements of the contract. On the basis of the general scope indica ted or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m Construction Manager: Civil Engineer: Landscape Architect: Structural Engineer: MEP Engineer: Owner: ........Author JMP 09/09/16 S300 TYPICAL FOUNDATION DETAILS Project Number NORTH GARAGE CARMEL R E D E V E L OPMENT COMMISSION CARMEL, I NDIANA 4 7 9 6 0
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REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the pr oject in terms of architectural design concept, the dimensio ns of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work re quired for full performance and completion of the requirements of the contract. On the basis of the general scope indica ted or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m Construction Manager: Civil Engineer: Landscape Architect: Structural Engineer: MEP Engineer: Owner: ........Author JMP 09/09/16 S301 FOUNDATION WALL SECTIONS AND DETAILS Project Number NORTH GARAGE CARMEL R E D E V E L OPMENT COMMISSION CARMEL, I NDIANA 4 7 9 6 0
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# DESCRIPTION DATE
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GENERAL PLAN NOTES A. REFER TO A001-A002 FOR GENERAL NOTES, WALL TYPES, SYMBOLS AND TYPICAL CONSTRUCTION DETAILS.B. PROVIDE BULLNOSE CMU AT ALL EXPOSED CMU CORNERS.C. PROVIDE MOISTURE AND MOLD RESISTANT GYPSUM WALLBOARD AT THE APPARATUS BAY AND ALL ROOMS DIRECTLY OFF OF IT.D. PROVIDE MOISTURE AND MOLD RESISTANT GYPSUM WALLBOARD AT ALL WET WALLS IN KITCHENS, AND ALL WALLS AND CEILINGS IN BATHROOMS AND JANITOR CLOSETS.E. PROVIDE HIGH-IMPACT GYPSUM WALLBOARD AT ALL CORRIDORS,STAIRCASES AND THE LOBBY.F. PLAN KEYNOTES APPLY TO SHEETS A101, A102 AND A110.NOT FOR CONSTRUCTION DANDRIDGEDREWWHITE H I TAR-19400087 A R C T E CSTATE OFNo.D N DI N A A A I IREGISTERED N D I N A A I H I T A R C T E CDANDRIDGEDREWWHITEREVISIONS:DRAWN BY DATE ISSUEDCHECKED BYScope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work.PROJECT NUMBER:618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m Construction Manager:Civil Engineer:Structural Engineer:MEP Engineer:Owner:CARMEL REDEVELOPMENT COMMISSION Corrie Meyer - Executive Director 30 W. Main Suite 200 Carmel, IN 46032 GARMONG CONSTRUCTION Dustin Frye - Project Manager 5988 N. Michigan Road Indianapolis, IN 46228 PH 317.682.1001PH 317.571.2492CRHDW09/09/2016 A100FIRST FLOOR GRADE PLAN 16065RQAW Corporation 10401 North Meridian Street, Suite 401 PH 317 815 7200 Vector Consulting 1005 North Senate Avenue PH 317 632 4444Fink Roberts & Petrie 9449 Priority Way West Drive Suite 200 PH 317 872 8400Indianapolis, IN 46290-1158 Indianapolis, IN 46202Indianapolis, IN 46240 MIDTOWN - NORTH GARAGE CARMEL REDEVELOPMENT COMMISSION 145 4TH STREET SW CARMEL, INDIANA 46032
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