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Home My WebLink AboutCarmel South Garage - Combined Set 6-1-2017PROJECT LOCATIONPROJECT LOCATIONDANDRIDGEDREWW H IT E HITAR-19400087ARCTECSTATE OFNo.DNDINAAAIIREGISTEREDNDINAAIHITARCTECDANDRIDGEDREWW H IT EREVISIONS:DRAWN BYDATE ISSUEDCHECKED BYScope DrawingsThese drawings indicate the general scope of the project interms of architectural design concept, the dimensions of thebuilding, the major architectural elements and the type ofstructural, mechanical and electrical systems. The drawingsdo not necessarily indicate or describe all work required forfull performance and completion of the requirements of thecontract. On the basis of the general scope indicated ordescribed, the trade contractors shall furnish all itemsrequired for the proper execution and completion of work.PROJECT NUMBER:618 East Market StreetIndianapolis, Indiana 46202phone 317/264.8162a x i s a r c h . c o mConstruction Manager:Civil Engineer:Structural Engineer:MEP Engineer:Owner:Carmel Redevelopment Commission30 West Main Street, Suite 200Carmel, Indiana 46032317.571.2492Garmong Construction Services5988 North Michigan RoadIndianapolis, Indiana 46228317.682.1001Corrie Meyer, Executive DirectorCHCH03/28/2017G001COVER SHEET17003Civil & Environmental Consultants, Inc.530 East Ohio Street, Suite G317.655.7777Vector Consulting1005 North Senate Avenue317.632.4444Fink Roberts & Petrie9449 Priority Way West Drive, Suite 200317.872.8400Indianapolis, IN 46204Indianapolis, IN 46202Indianapolis, IN 46240MIDTOWN SOUTH GARAGECARMEL REDEVELOPMENT COMMISSION580 VETERANS WAYCARMEL, INDIANA 46032MARCH 28, 2017 - ISSUED FOR BID AND PERMITBUILDING INFORMATIONPROJECT CONTACTSDESIGN TEAM CONTACTSSITE LOCATIONARCHITECTCIVIL ENGINEERChris Hagan, Project ManagerKevin Cooper, Partner in ChargePH 317 264-8162Indianapolis, Indiana 46202618 East Market StreetAxis Architecture + InteriorsDRAWING INDEXBUILDING LOCATIONSTRUCTURAL ENGINEERMEP ENGINEEROWNERCONSTRUCTION MANAGERCarmel Redevelopment CommissionCorrie Meyer, Executive Director30 West Main Street, Suite 200Carmel, IN 46032317.571.2492Garmong Construction ManagementDustin Frye, Project Manager5988 North Michigan RoadIndianapolis, IN 46228317.682.1001MIDTOWN SOUTH GARAGECARMEL REDEVELOPMENT COMMISSION580 VETERANS WAYCARMEL, INDIANA 46032Civil & Environmental Consultants, Inc.530 East Ohio Street, Suite GGreg Rasmussen317.655.7777-Vector Consulting1005 North Senate AvenueTim Luley, PE317.632.4444-Fink Roberts & Petrie9449 Priority Way West Drive, Suite 200Joe Petrolia, PE317.872.8400-Indianapolis, IN 46204Indianapolis, IN 46202Indianapolis, IN 46240First FloorCONSTRUCTION TYPEUSE GROUPBUILDING GROSS AREAThird FloorS-2 & B or MType IBGROSS AREA TOTALMARCH 28, 2017 - BID AND PERMIT SETAPRIL 13, 2017 - ADDENDUM No. 1MAY 11, 2017 ADLS COMMENTS.........DWG # DRAWING NAME ISSUE DATEMECHANICAL●H001 SYMBOLS, NOTES, ABBREVEATIONS 03/28/2017●H201 FIRST FLOOR HVAC PLAN 03/28/2017●H202 OFFICE TENANT HVAC PLAN 03/28/2017●H601 DETAILS AND SCHEDULES 03/28/2017PLUMBING●P001 SYMBOLS AND ABBREVIATIONS 03/28/2017●●P200 OFFICE TENANT PLUMBING PLAN 03/28/2017●P201 FIRST FLOOR PLUMBING PLAN 03/28/2017●P202 SECOND FLOOR PLUMBING PLAN 03/28/2017●P203 THIRD FLOOR PLUMBING PLAN 03/28/2017●P204 FOURTH FLOOR PLUMBING PLAN 03/28/2017●P205 PARTIAL FOURTH FLOOR PLUMBING PLAN 03/28/2017●P206 OFFICE TENANT PLUMBING PLAN 03/28/2017●P601 PLUMBING SCHEDULES AND DETAILS 03/28/2017ELECTRICAL●E001 ELECTRICAL SYMBOLS AND ABBREVIATIONS 03/28/2017●●E201 FIRST FLOOR LIGHTING PLAN 03/28/2017●E202 SECOND FLOOR LIGHTING PLAN 03/28/2017●E203 THIRD FLOOR LIGHTING PLAN 03/28/2017●E204 FOURTH FLOOR LIGHTING PLAN 03/28/2017●E205 PARTIAL FOURTH FLOOR LIGHTING PLAN 03/28/2017●E206 OFFICE TENANT ELECTRICAL PLAN 03/28/2017●E301 FIRST FLOOR POWER AND SYSTEMS PLAN 03/28/2017●E302 SECOND FLOOR POWER AND SYSTEMS PLAN 03/28/2017●E303 THIRD FLOOR POWER AND SYSTEMS PLAN 03/28/2017●E304 FOURTH FLOOR POWER AND SYSTEMS PLAN 03/28/2017●E305 PARTIAL FOURTH FLOOR POWER ANDSYSTEMS PLAN03/28/17●E306 OFFICE TENANT POWER AND SYSTEMS PLAN 03/28/2017●E501 ELECTRICAL DETAILS 03/28/2017●E502 ELECTRICAL DETAILS 03/28/2017●E503 ELECTRICAL DETAILS 03/28/2017●E601 ELECTRICAL SCHEDULES 03/28/2017●E602 LIGHT FIXTURE SCHEDULE 03/28/2017MARCH 28, 2017 - BID AND PERMIT SETAPRIL 13, 2017 - ADDENDUM No. 1MAY 11, 2017 ADLS COMMENTS.........DWG # DRAWING NAME ISSUE DATEGENERAL●●●G001 COVER SHEET 03/28/2017●●G002 CODE REVIEW AND LIFE SAFETY PLAN 03/28/2017●G003 LIFE SAFETY PLANS 03/28/2017CIVIL●●C000 COVER SHEET 03/28/17●●C200 SITE LAYOUT PLAN 03/28/2017●●C300 GRADING PLAN 03/28/2017●●C400 DRAINAGE PLAN 03/28/2017●●C500 SITE UTILITY PLAN 03/28/2017●C800 SITE DETAILS 03/28/2017●●C801 SITE DETAILS 03/28/2017●C802 SITE DETAILS 03/28/2017●C803 SITE DETAILS 03/28/2017●C804 SITE DETAILS 03/28/2017●C805 SITE DETAILS 03/28/2017●C806 PARCEL INFORMATION 03/28/2017●●C900 EROSION CONTROL PLAN 03/28/2017●●C901 STORM WATER POLLUTION PREVENTIONPLAN03/28/2017●C902 EROSION CONTROL DETAILS 03/28/2017STRUCTURAL●S001 GENERAL NOTES 03/28/2017●●S100S FOUNDATION PLAN 03/28/2017●●S101 SLAB ON GRADE PLAN 03/28/2017●S102 SECOND LEVEL PLAN 04/14/17●S103 THIRD LEVEL PLAN 04/14/17●S104 FOURTH LEVEL PLAN 04/14/17●S105 FIFTH LEVEL PLAN 04/14/17●S300 TYPICAL FOUNDATION DETAILS 03/28/2017●●S301 FOUNDATION DETAILS 03/28/2017●●S302 FOUNDATION DETAILS 03/28/2017●●S303 FOUNDATION DETAILS 03/28/2017●●S310 TYPICAL SLAB ON GRADE DETAILS 03/28/2017●S370 PRECAST FRAMING SECTIONS AND DETAILS 04/14/17●S400 TYPICAL MASONRY DETAILS 04/14/17●S500 TYPICAL STEEL DETAILS 04/14/17ARCHITECTURAL●A001 GENERAL NOTES, SYMBOLS AND LEGENDS 03/28/2017●●A002 INTERIOR WALL TYPES AND DETAILS 03/28/2017●●●A101 FIRST FLOOR CONSTRUCTION PLAN 03/28/2017●A102 SECOND FLOOR CONSTRUCTION PLAN 03/28/2017●A103 THIRD FLOOR PLAN CONSTRUCTION PLAN 03/28/2017●●A104 FOURTH FLOOR PLAN CONSTRUCTION PLAN 03/28/2017●●A105 FIFTH FLOOR PLAN CONSTRUCTION PLAN 03/28/2017●●A106 ROOF PLAN 03/28/2017●A110 OFFICE BUILDOUT PLANS 04/13/2017●●A120 STAIR 1 PLANS AND SECTIONS 03/28/2017●●A121 STAIR 2 AND 4 PLANS AND SECTIONS 03/28/2017●●A122 STAIR 3 PLANS AND SECTIONS 03/28/2017●A125 STAIR DETAILS 03/28/2017●A130 PARKING LAYOUT PLANS 04/13/2017●A131 PARKING LAYOUT PLANS 04/13/2017●●A201 EXTERIOR ELEVATIONS NORTH AND SOUTH 03/28/2017●●A202 EXTERIOR ELEVATIONS EAST AND WEST 03/28/2017●●A203 PANEL THICKNESS NORTH AND SOUTH 03/28/2017●●A204 PANEL THICKNESS EAST AND WEST 03/28/2017●●A205 MOCKUP PANEL DETAILS 03/28/2017●●A301 BUILDING SECTIONS 03/28/2017●A302 WALL SECTIONS 04/13/2017●A310 SECTION DETAILS 03/28/2017●●A401 REFLECTED CEILING PLANS 03/28/2017●●A501 DOOR SCHEDULE 03/28/2017●A502 DOOR AND STOREFRONT DETAILS 03/28/2017●●A503 GLAZING ELEVATIONS 03/28/201726,708Second FloorFourth FloorFifth Floor112,701 SF26,70826,70826,708 5,880# DESCRIPTION DATE1 ADDENDUM No 1 4/17/20172 ADLS COMMENTS 5/11/2017 UPUPUPUPUPINDICATES ONE-HOURRATED CONSTRUCTIONINDICATES TWO-HOURRATED CONSTRUCTIONINDICATES EGRESS PATHINDICATES FIREEXTINGUISHER LOCATIONFECEGRESS CAPACITY TAGOCCUPANT LOADOCCUPANT CAPACITY24126B3224,000 SFOCCUPANCY TAGNUMBER OF OCCUPANTSSPACE FUNCTION FROM TABLE1004.1.1AREA OF SPACE(net or gross)P = Parking Garage 200 sf/occM = Mercantile 30 sf/occME = Mechanical 300 sf/occS = Storage 300 sf/occB = Business/OfficeS = StorageM = MechanicalLIFE SAFETY PLAN LEGENDAPPLICABLE CODESIndiana General Administrative Rules2014 Indiana Building Code (2012 International Building Code with IndianaAmmendments)2014 Indiana Fire Code (2012 International Fire Code with IndianaAmmendments)2012 Indiana Plumbing Code (2006 International Plumbing Code with IndianaAmmendments)2008 National Electrical Code (2008 NFPA 70)2014 Indiana Mechanical Code (2012 International Mechanical Code withIndiana Ammendments)2010 Indiana Energy Code (ASHRAE 90.1 2007)Americans with Disabilities Act Accessible Guidelines (ADAAG) for Buildings andFacilitiesAmerican National Standards Institute Accessible and Usable Buildings and FacilitiesStandard (CABO/ANSI A117.1-2009)EGRESS TRAVEL DISTANCETable 1016. 1, IBC limits the maximum travel distance in a non-sprinklered S-2occupancy to 200 feet.NUMBER OF EXITS2 means of egress are required from rooms or areas with an occupant loadexceeding 50 or a common path of travel exceeding 100 feet. (1015.1)Each floor requires 2 exits.BUILDING HEIGHT AND AREAOCCUPANT LOADFirst Floor Occupant Load:24,575 s.f. / 200 sf = 123 occupantsTotal Occupant Load =574 OccupantsParking GarageSecond Floor Occupant Load:Third Floor Occupant Load:26,708First Floor = gsfSecond Floor = gsfThird Floor = gsf112,701Total = gsfFourth Floor = gsfFourth Floor Occupant Load:26,708 s.f. / 200 sf = 133 occupantsParking GarageParking GarageParking GarageActual Height and Area112,701 s.f.51 ft 26,708 26,708 26,7082,132 s.f. / 100 s.f. gross = 22 occupantsBusiness / Office26,708 s.f. / 200 sf = 133 occupants26,708 s.f. / 200 sf = 133 occupantsTop of Ramp = gsf 5,880Top of Ramp Occupant Load:Parking Garage 5,880 s.f. / 200 sf = 30 occupantsCODE SUMMARYPLUMBING FIXTURE REQUIRED (PLUMBING OCCUPANT LOAD)Parking Garages are not required to have restroom facilities per2902.1.1 exception C.Separate facilities are not required in occupancies in which 15 or fewerpeople per shift are employeed per 2902.2 exception 4.Office lease areas are limited to 1,100 sf max. This is 11 occupantsmaximum per occupancy load factors.STAIR 2ST2-1STAIR 1ST1-1ELEV.EL1-1STAIR 3ST3-1ELECTRICAL101RISER RM.102OPEN BELOW RAMPTO STORM DETENTIONAREAOFFICEBUILDOUTSPACE103IT ROOM104NOTE:OFFICE BUILDING IS NOT INPROJECT SCOPE.GARAGEFIRST FLOOR100R 75' - 0"36" WIDE DOOR(34" USABLE)2-HOURELEVATOR SHAFTNO RATING REQUIREDAT STAIR SHAFTS2-HOUR RATED WALLPRECAST CONCRETE WITH8" CMU ABOVEP12324,575 SFB222,132 SF36" WIDE DOOR(34" USABLE)81707170717036" WIDE DOOR(34" USABLE)45170FECFECFEC20/8017036" WIDE DOOR(34" USABLE)20/8017036" WIDE DOOR(34" USABLE)NO RATING REQUIREDAT STAIR SHAFTSNO RATING REQUIREDAT STAIR SHAFTSPEDESTRIAN ACCESS TOBICYCLE PARKING AREARAMP UPSTAIR 1ST1-3ELEV.EL1-3STAIR 2ST2-3STAIR 3ST3-32-HOURELEVATOR SHAFTNO RATING REQUIREDAT STAIR SHAFTSFECFECFEC20/8017036" WIDE DOOR(34" USABLE)NO RATING REQUIREDAT STAIR SHAFTS4516036" WIDE DOOR(34" USABLE)48" WIDE STAIRSTAIRS CONTROL0.3"/occNO RATING REQUIREDAT STAIR SHAFTS36" WIDE DOOR(34" USABLE)4516048" WIDE STAIRSTAIRS CONTROL0.3"/occ4516048" WIDE STAIRSTAIRS CONTROL0.3"/occP13326,708 SFRAMP DNRAMP UPRAMP DOWNR 75' - 0"DANDRIDGEDREWW H IT E HITAR-19400087ARCTECSTATE OFNo.DNDINAAAIIREGISTEREDNDINAAIHITARCTECDANDRIDGEDREWW H IT EREVISIONS:DRAWN BYDATE ISSUEDCHECKED BYScope DrawingsThese drawings indicate the general scope of the project interms of architectural design concept, the dimensions of thebuilding, the major architectural elements and the type ofstructural, mechanical and electrical systems. The drawingsdo not necessarily indicate or describe all work required forfull performance and completion of the requirements of thecontract. On the basis of the general scope indicated ordescribed, the trade contractors shall furnish all itemsrequired for the proper execution and completion of work.PROJECT NUMBER:618 East Market StreetIndianapolis, Indiana 46202phone 317/264.8162a x i s a r c h . c o mConstruction Manager:Civil Engineer:Structural Engineer:MEP Engineer:Owner:Carmel Redevelopment Commission30 West Main Street, Suite 200Carmel, Indiana 46032317.571.2492Garmong Construction Services5988 North Michigan RoadIndianapolis, Indiana 46228317.682.1001Corrie Meyer, Executive DirectorCHCH03/28/2017G002CODE REVIEWAND LIFE SAFETYPLAN17003Civil & Environmental Consultants, Inc.530 East Ohio Street, Suite G317.655.7777Vector Consulting1005 North Senate Avenue317.632.4444Fink Roberts & Petrie9449 Priority Way West Drive, Suite 200317.872.8400Indianapolis, IN 46204Indianapolis, IN 46202Indianapolis, IN 46240MIDTOWN SOUTH GARAGECARMEL REDEVELOPMENT COMMISSION580 VETERANS WAYCARMEL, INDIANA 46032VARIANCE INFORMATION CODE SUMMARYSCALE: 1/16" = 1'-0"01FIRST FLOOR LIFE SAFETY PLANSCALE: 1/16" = 1'-0"02THIRD FLOOR LIFE SAFETY PLANOPEN GARAGE CALCULATIONSVARIANCE 17-05-49 WAS APPROVED FOR THE ITEMS BELOW ON 5/04/2017.(SECOND FLOOR SIMILAR)# DESCRIPTION DATE1 ADLS COMMENTS 5/11/20171 UP UP RAMP DN FEC FEC FEC NO RATING REQUIRED AT STAIR SHAFTS 15 160 48" WIDE STAIR STAIRS CONTROL 0.3"/occ TOP OF RAMP P 30 5,880 SF EGRESS DOWN TO NE STAIR EGRESS DOWN TO 4TH FLOOR SW STAIR NOTE: OFFICE BUILDING IS NOT IN PROJECT SCOPE. INDICATES ONE-HOUR RATED CONSTRUCTION INDICATES TWO-HOUR RATED CONSTRUCTION INDICATES EGRESS PATH INDICATES FIRE EXTINGUISHER LOCATIONFEC EGRESS CAPACITY TAG OCCUPANT LOAD OCCUPANT CAPACITY 24 126 B 32 24,000 SF OCCUPANCY TAGNUMBER OF OCCUPANTS SPACE FUNCTION FROM TABLE 1004.1.1 AREA OF SPACE (net or gross) P = Parking Garage 200 sf/occ M = Mercantile 30 sf/occ ME = Mechanical 300 sf/occ S = Storage 300 sf/occ B = Business/Office S = Storage M = Mechanical LIFE SAFETY PLAN LEGEND RAMP DN RAMP UP STAIR 1 ST1-4 ELEVATOR LOBBY 401 ELEV. EL1-4 RAMP DOWN STAIR 2 ST2-4 STAIR 3 ST3-4 GARAGE FOURTH FLOOR 400 NOTE: OFFICE BUILDING IS NOT IN PROJECT SCOPE. 2-HOUR ELEVATOR SHAFT NO RATING REQUIRED AT STAIR SHAFTS FEC FEC FEC 36" WIDE DOOR (34" USABLE) NO RATING REQUIRED AT STAIR SHAFTS 45 160 36" WIDE DOOR (34" USABLE)48" WIDE STAIR STAIRS CONTROL 0.3"/occ NO RATING REQUIRED AT STAIR SHAFTS 36" WIDE DOOR (34" USABLE) 45 160 48" WIDE STAIR STAIRS CONTROL 0.3"/occ 45 160 48" WIDE STAIR STAIRS CONTROL 0.3"/occ R 75' - 0" STAIR DOWN FROM TOP OF RAMP 216' - 0"123' - 10"FI RE TRUCKFIRE TRUCK12' WIDE ACCESS DRIVE MIN WIDTH 20' - 2" PARKING LOT BOLLARDSFIRE TRUCK CAN ACCESS AS FAR AS THIS POINT 230' - 0". MAX LENGTH PARKING GARAGE OFFICE BUILDINGAPARTMENT BUILDING VETERANS WAY FDC STANDPIPE IN STAIR STANDPIPE IN STAIRSTANDPIPE IN STAIR STANDPIPE AT TOP OF RAMP DANDRID G E DREW WHI TEH I T AR-19400087 ARC TEC STATE OF No. DNDI NAA AIIREGISTERE D NDI NA AI H I TARC TECDANDRIDGEDREWWHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director CH CH 03/28/2017 G003 LIFE SAFETY PLANS 17003 Civil & Environmental Consultants, Inc. 530 East Ohio Street, Suite G 317.655.7777 Vector Consulting 1005 North Senate Avenue 317.632.4444 Fink Roberts & Petrie 9449 Priority Way West Drive, Suite 200 317.872.8400 Indianapolis, IN 46204 Indianapolis, IN 46202 Indianapolis, IN 46240 MIDTOWN SOUTH GARAGECARMEL REDEVELOPMENT COMMISSION580 VETERANS WAYCARMEL, INDIANA 46032SCALE: 1/16" = 1'-0"02 LIFE SAFETY 05 - TOP OF RAMP SCALE: 1/16" = 1'-0"01 FOURTH FLOOR CONSTRUCTION PLAN # DESCRIPTION DATE SCALE: 1" = 40'-0"03 CODE SITE PLAN JCTGLRACHNACOVER SHEETC000 01 BLOCK 3 PARKING GARAGE CARMEL MIDTOWN CARMEL, INDIANA 46032 BID DOCUMENTS March 28, 2017 LOCATION MAP CONSULTANT TEAM: CIVIL ENGINEER CIVIL & ENVIRONMENTAL CONSULTANTS, INC. 530 E. OHIO STREET SUITE G INDIANAPOLIS, IN 46204 PH: (317) 655-7777 CONTACT: GREG RASMUSSEN DRAWING INDEX Sheet Number Sheet Title Drawing No. COVER SHEET SITE LAYOUT PLAN DRAINAGE PLAN C000 C800SITE DETAILS 1ST AVENUE SWPROJECT LOCATION C801SITE DETAILS GAS TELEPHONE NOTE:MONON TRAILC400 SITE UTILITY PLAN C500 UTILITIES: C802SITE DETAILS S RANGELINE RD6TH STREET SW C300GRADING PLAN C200 ADDITIONAL CITY OF CARMEL NOTES: REFERENCE: UTILITY NOTE: FLOOD INFORMATION NOTE: STORM SEWER OWNER/OPERATING AUTHORITY STREET DESIGN SPEED C900STORMWATER POLLUTION PREVENTION PLAN C901STORMWATER POLLUTION PREVENTION PLAN NOTES C902STORMWATER POLLUTION PREVENTION PLAN DETAILS OFFICE BUILDING PARKING GARAGE APARTMENTS WATER ELECTRIC SANITARY SEWER STREETS SITE DETAILS SITE DETAILS SITE DETAILS PARCEL INFORMATION C803 C804 C806 C805 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 VICINITY MAP STORM SEWER ARCHITECT AXIS ARCHITECTURE & INTERIORS 618 E. MARKET STREET INDIANAPOLIS, INDIANA 46202 PH: (317) 264-8162 CONTACT: KEVIN COOPER (BY OTHERS) (BY OTHERS) SITE DEVELOPER CARMEL REDEVELOPMENT COMMISSION 30 WEST MAIN STREET CARMEL, INDIANA 46032 PH: (317) 571-2787 CONTACT: CORRIE MEYER 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DESCRIPTIONDATENOREVISION RECORD02/17/2017SUBMITTAL TO CARMEL03/27/2017BID SET - NOT FOR CONSTRUCTION04/13/2017ADDENDUM NO. 1530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF DRAWING NO.:170-386FEBRUARY 28, 2017BLOCK 3PARKING GARAGECARMEL MIDTOWNCARMEL, INDIANAPROF E SSIONA L E N G IN EERINDIA N AAARON C. H U RTPE10300058 STATE OF -oNREGIS TER E DNOT TO SCALE NOT TO SCALE 16 17 STORM SEWER PROFILES STORM SEWER PROFILES C401 C4021 1 s t A V E N U E S W℄MONON TRAILTTTTTTM O N O N T R A I LOFFICE BUILDING (BY OTHERS) APARTMENTS (BY OTHERS) DRIVE A A A A A PARKING GARAGE FFE = 828.50 A A B B A A C C C B A A KEYNOTE LEGEND B C NORTH JCTGLRACH1" = 20'SITE PLANC200 02 GENERAL LAYOUT NOTES: REFERENCE: NOTE 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DESCRIPTIONDATENOREVISION RECORD02/17/2017SUBMITTAL TO CARMEL03/27/2017BID SET - NOT FOR CONSTRUCTION04/13/2017ADDENDUM NO. 1530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF DRAWING NO.:170-386FEBRUARY 28, 2017BLOCK 3PARKING GARAGECARMEL MIDTOWNCARMEL, INDIANAPROF E SSIONA L E N G IN EERINDIA N AAARON C. H U RTPE10300058 STATE OF -oNREGIS TER E D1 1 M O N O N T R A I L1 s t A V E N U E S WFUTURE OFFICE BUILDING APARTMENTSTTTTTT℄MONON TRAILPARKING GARAGE FFE = 828.50 NORTH JCTGLRACH1" = 20'GRADING PLANC300 04 UTILITY NOTE: PROPOSED GRADING AND DRAINAGE LEGEND: BENCHMARKS: ” NOTES: GENERAL GRADING NOTES: ADDITIONAL CITY OF CARMEL NOTES: 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DESCRIPTIONDATENOREVISION RECORD02/17/2017SUBMITTAL TO CARMEL03/27/2017BID SET - NOT FOR CONSTRUCTION04/13/2017ADDENDUM NO. 1(2KLR6WUHHWÃ6XLWH*,QGLDQDSROLV,1Ãwww.cecinc.comDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF DRAWING NO.:170-386FEBRUARY 28, 2017BLOCK 3PARKING GARAGECARMEL MIDTOWNCARMEL, INDIANAPROF E SSIONA L E N G IN EERINDIA N AAARON C. H U RTPE10300058 STATE OF -oNREGIS TER E D1 1 1 1 1 1 1 1 1 1 1 1 1 FUTURE OFFICE BUILDING APARTMENTS℄MONON TRAILTTTTTTPARKING GARAGE FFE = 828.50 JCTGLRACH1" = 20'DRAINAGE PLANC400 05 GENERAL LAYOUT NOTES: REFERENCE: UTILITY NOTE: PROPOSED GRADING AND DRAINAGE LEGEND: BENCHMARKS: 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DESCRIPTIONDATENOREVISION RECORD02/17/2017SUBMITTAL TO CARMEL03/27/2017BID SET - NOT FOR CONSTRUCTION04/13/2017ADDENDUM NO. 1530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF DRAWING NO.:170-386FEBRUARY 28, 2017BLOCK 3PARKING GARAGECARMEL MIDTOWNCARMEL, INDIANAPROF E SSIONA L E N G IN EERINDIA N AAARON C. H U RTPE10300058 STATE OF -oNREGIS TER E DNORTH DRAINAGE SUMMARY 1 1 1 1 1 1 1 1 1 TTTTTTM O N O N T R A I L FORMER INDIANA RAILROAD (66)'1 s t A V E N U E S WFUTURE OFFICE BUILDING APARTMENTS (BY OTHERS) PARKING GARAGE FFE = 828.50 NORTH JCTGLRACH1" = 20'UTILITY PLANC500 06 REFERENCE: UTILITY NOTE: GENERAL UTILITY NOTES: GAS TELEPHONE STREETS UTILITY CONTACTS: ADDITIONAL CITY OF CARMEL NOTES: ELECTRIC SANITARY SEWER STORM SEWER WATER PROPOSED UTILITY LEGEND: 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DESCRIPTIONDATENOREVISION RECORD02/17/2017SUBMITTAL TO CARMEL03/27/2017BID SET - NOT FOR CONSTRUCTION04/13/2017ADDENDUM NO. 1530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF DRAWING NO.:170-386FEBRUARY 28, 2017BLOCK 3PARKING GARAGECARMEL MIDTOWNCARMEL, INDIANAPROF E SSIONA L E N G INEERINDIA N AAARON C. H U RTPE10300058 STATE OF -oNREGIS TER E D1 1 1 1 1 SITE DETAILSC800 14 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DESCRIPTIONDATENOREVISION RECORD02/17/2017SUBMITTAL TO CARMEL03/27/2017BID SET - NOT FOR CONSTRUCTION04/13/2017ADDENDUM NO. 1530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF DRAWING NO.:170-386FEBRUARY 28, 2017BLOCK 3PARKING GARAGECARMEL MIDTOWNCARMEL, INDIANAPROF E SSIONA L E N G INEERINDIA N AAARON C. H U RTPE10300058 STATE OF -oNREGIS TER E DJCTGLRACHAS NOTED SECTION A-A A A DETAIL #5 - AS-8 AND STR. 104 DETAILS PLAN VIEW SECTION A-A A A DETAIL #4 - STRUCTURE #101 NTS PLAN VIEW ELEVATION VIEW AS NOTEDSITE DETAILSC801 21 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DESCRIPTIONDATENOREVISION RECORD02/17/2017SUBMITTAL TO CARMEL03/27/2017BID SET - NOT FOR CONSTRUCTION04/13/2017ADDENDUM NO. 1530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF DRAWING NO.:170-386FEBRUARY 28, 2017BLOCK 3PARKING GARAGECARMEL MIDTOWNCARMEL, INDIANAPROF E SSIONA L E N G IN EERINDIA N AAARON C. H U RTPE10300058 STATE OF -oNREGIS TER E D8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DESCRIPTIONDATENOREVISION RECORD02/17/2017SUBMITTAL TO CARMEL03/27/2017BID SET - NOT FOR CONSTRUCTION04/13/2017ADDENDUM NO. 1530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF DRAWING NO.:170-386FEBRUARY 28, 2017BLOCK 3PARKING GARAGECARMEL MIDTOWNCARMEL, INDIANAPROF E SSIONA L E N G IN EERINDIA N AAARON C. H U RTPE10300058 STATE OF -oNREGIS TER E DJCTGLRACHCROSS SECTION DETAIL 10 - CURB INLET TYPE "M" PLAN VIEW PLAN VIEW CROSS SECTION DETAIL # - PAVEMENT INLET TYPE "A" 1 SITE DETAILSC802 22 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DESCRIPTIONDATENOREVISION RECORD02/17/2017SUBMITTAL TO CARMEL03/27/2017BID SET - NOT FOR CONSTRUCTION04/13/2017ADDENDUM NO. 1530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF DRAWING NO.:170-386FEBRUARY 28, 2017BLOCK 3PARKING GARAGECARMEL MIDTOWNCARMEL, INDIANAPROF E SSIONA L E N G IN EERINDIA N AAARON C. H U RTPE10300058 STATE OF -oNREGIS TER E DJCTGLRACHNTS SITE DETAILSC803 23 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DESCRIPTIONDATENOREVISION RECORD02/17/2017SUBMITTAL TO CARMEL03/27/2017BID SET - NOT FOR CONSTRUCTION04/13/2017ADDENDUM NO. 1530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF DRAWING NO.:170-386FEBRUARY 28, 2017BLOCK 3PARKING GARAGECARMEL MIDTOWNCARMEL, INDIANAPROF E SSIONA L E N G IN EERINDIA N AAARON C. H U RTPE10300058 STATE OF -oNREGIS TER E DJCTGLRACHAS NOTED SITE DETAILSC804 24 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DESCRIPTIONDATENOREVISION RECORD02/17/2017SUBMITTAL TO CARMEL03/27/2017BID SET - NOT FOR CONSTRUCTION04/13/2017ADDENDUM NO. 1530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF DRAWING NO.:170-386FEBRUARY 28, 2017BLOCK 3PARKING GARAGECARMEL MIDTOWNCARMEL, INDIANAPROF E SSIONA L E N G IN EERINDIA N AAARON C. H U RTPE10300058 STATE OF -oNREGIS TER E DJCTGLRACHAS NOTED SITE DETAILSC805 25 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DESCRIPTIONDATENOREVISION RECORD02/17/2017SUBMITTAL TO CARMEL03/27/2017BID SET - NOT FOR CONSTRUCTION04/13/2017ADDENDUM NO. 1530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF DRAWING NO.:170-386FEBRUARY 28, 2017BLOCK 3PARKING GARAGECARMEL MIDTOWNCARMEL, INDIANAPROF E SSIONA L E N G IN EERINDIA N AAARON C. H U RTPE10300058 STATE OF -oNREGIS TER E DJCTGLRACHNA PARCEL INFORMATIONC806 25 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DESCRIPTIONDATENOREVISION RECORD02/17/2017SUBMITTAL TO CARMEL03/27/2017BID SET - NOT FOR CONSTRUCTION04/13/2017ADDENDUM NO. 1530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF DRAWING NO.:170-386FEBRUARY 28, 2017BLOCK 3PARKING GARAGECARMEL MIDTOWNCARMEL, INDIANAPROF E SSIONA L E N G IN EERINDIA N AAARON C. H U RTPE10300058 STATE OF -oNREGIS TER E DJCTGLRACHNA PROPOSED LEGEND:TTTTTTFUTURE OFFICE BUILDING (BY OTHERS) APARTMENTS (BY OTHERS) SILT FENCEMONON AVENUE & CORRIDOR(DESIGN BY OTHERS)SITE DISCHARGE LOCATION 1st AVENUE SW(DESIGN BY OTHERS)PROPOSED CONCRETE WASHOUT PROPOSED CONSTRUCTION ENTRANCE SILT FENCE PARKING GARAGE FFE = 828.50 NORTH JCTGLRACH1" = 20'STORMWATER POLLUTIONPREVENTION PLANC900 21 GENERAL NOTES: (6) SOILS MAP SOILS MAP LEGEND PROJECT BOUNDARY (14) CONTACT INFORMATION 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DESCRIPTIONDATENOREVISION RECORD02/17/2017SUBMITTAL TO CARMEL03/27/2017BID SET - NOT FOR CONSTRUCTION04/13/2017ADDENDUM NO. 1530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF DRAWING NO.:170-386FEBRUARY 28, 2017BLOCK 3PARKING GARAGECARMEL MIDTOWNCARMEL, INDIANAPROF E SSIONA L E N G IN EERINDIA N AAARON C. H U RTPE10300058 STATE OF -oNREGIS TER E D1 N.I.C.1 N.I.C.1 N.I.C. 1 N.I.C. 1 N.I.C.1 N.I.C. JCTGLRACHNONEC901 (13) MATERIAL HANDLING AND SPILL PREVENTION (5) POST CONSTRUCTION MAINTENANCE GUIDELINES(4) POST CONSTRUCTION STORMWATER QUALITY (3) STORMWATER QUALITY IMPLEMENTATION (1) POTENTIAL LANDUSE POLLUTANTS EROSION CONTROL MAINTENANCE REQUIREMENTS K. MONITORING AND MAINTENANCE GUIDELINES (2) LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE (10) LOCATION OF PROPOSED SOIL STOCKPILES (12) EROSION CONTROL MEASURES FOR INDIVIDUAL BUILDING LOTS SWPPP FOR POST CONSTRUCTION- CITY OF CARMEL (7) POTENTIAL CONSTRUCTION POLLUTANTS (6) SOIL MAP (8) TEMPORARY & PERMANENT STORMWATER QUALITY MEASURES C. CONCENTRATED FLOW SEDIMENT CONTROL B. SHEET FLOW SEDIMENT CONTROL A. CONSTRUCTION ENTRANCE INFORMATION (11-B) PERMANENT SURFACE STABILIZATION (11-A) TEMPORARY SURFACE STABILIZATION DESCRIPTION MEASURES: D. INLET PROTECTION LOCATIONS AND SPECS. E. RUNOFF CONTROL MEASURES F. OUTLET PROTECTION SPECIFICATIONS G. GRADE STABILIZATION MEASURES H. STORMWATER QUALITY DETAILS I. TEMPORARY SURFACE STABILIZATION J. PERMANENT SURFACE STABILIZATION (9) GENERAL CONSTRUCTION SEQUENCE (3) ESTIMATED PEAK DISCHARGE (2) RECEIVING WATERS (1) HYDROLOGIC UNIT CODE SWPPP FOR CONSTRUCTION SITES- CITY OF CARMEL (5) LOCATION WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUNDWATER (4) LOCATION WHERE SPECIFIC POINTS OF STORMWATER DISCHARGE LEAVING THE SITE STORMWATER POLLUTIONPREVENTION PLAN NOTES8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DESCRIPTIONDATENOREVISION RECORD02/17/2017SUBMITTAL TO CARMEL03/27/2017BID SET - NOT FOR CONSTRUCTION04/13/2017ADDENDUM NO. 1530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF DRAWING NO.:170-386FEBRUARY 28, 2017BLOCK 3PARKING GARAGECARMEL MIDTOWNCARMEL, INDIANAPROF E SSIONA L E N G INEERINDIA N AAARON C. H U RTPE10300058 STATE OF -oNREGIS TER E D1 1 JCTGLRACHAS NOTEDC902 23 PERMANENT SEEDING DATES TEMPORARY SEEDING DATES LAWNS AND HIGH MAINTENANCE AREAS LEVEL AND SLOPING, OPEN AREAS TEMPORARY SEEDING PERMANENT SEEDING DETAIL 1 - 48" TREE PROTECTION DETAIL 5' DETAIL 2 - 48" TREE PROTECTION FENCE DETAIL 5 - SILT FENCE PLAN SECTION B-B NOT TO SCALE DETAIL 4- CONCRETE WASHOUT BMP NOT TO SCALE DETAIL 3- STRAW BALE SEDIMENT TRAP FOR CONCRETE WASHOUT DETAIL 7 - TEMPORARY CONSTRUSTION ENTRANCE (SITES 2 ACRES OR LARGER) INSTALLATION DETAIL DETAIL 8 - EROSION CONTROL INLET PROTECTION FOR CURB INLET AND CATCH BASINS DETAIL 9 - NON-PAVED AREA CATCH BASIN INLET PROTECTION DETAIL STORMWATER POLLUTION PREVENTIONPLAN DETAILS8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DESCRIPTIONDATENOREVISION RECORD02/17/2017SUBMITTAL TO CARMEL03/27/2017BID SET - NOT FOR CONSTRUCTION04/13/2017ADDENDUM NO. 1530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF DRAWING NO.:170-386FEBRUARY 28, 2017BLOCK 3PARKING GARAGECARMEL MIDTOWNCARMEL, INDIANAPROF E SSIONA L E N G IN EERINDIA N AAARON C. H U RTPE10300058 STATE OF -oNREGIS TER E D ALL REINFORCING STEEL BARS SHALL BE ASTM A-615 GRADE 60. SEE MASONRY SERIES DRAWINGS FOR REINFORCING DETAILS. SEE ARCHITECTURAL DRAWINGS FOR EXTENT AND LAYOUT OF NON-STRUCTURAL CMU WALLS. ALL LAP SPLICES SHALL BE IN ACCORDANCE WITH THE MASONRY REINFORCEMENT DEVELOPMENT AND LAP LENGTH TABLE. ALL HORIZONTAL JOINT REINFORCEMENT FOR ALL WALLS SHALL BE LAPPED A MINIMUM OF 75 DIAMETERS OF THE SIDE ROD (13” FOR 9 GAGE). PROVIDE REINFORCING STEEL IN VERTICAL CORES AS INDICATED ON THE DRAWINGS. PROVIDE ADDITIONAL REINFORCEMENT AROUND OPENINGS, DOORS AND WINDOWS AS INDICATED ON MASONRY SERIES DRAWINGS. ALL VERTICAL REINFORCING SHALL BE HELD IN PLACE AT 8'-0” O.C. MAXIMUM AND AT EACH END. MINIMUM CLEARANCE SHALL BE ¾” FROM MASONRY AND 1” BETWEEN BARS. PROVIDE REBAR POSITIONING ACCESSORIES TO SUPPORT REINFORCING AS REQUIRED. SEE SPECIFICATIONS FOR PRODUCTS. ALL CELLS WHICH RECEIVE REINFORCING SHALL BE GROUTED SOLID. ALL HORIZONTAL REINFORCING STEEL SHALL BE PLACED IN CONTINUOUSLY GROUTED BOND BEAMS. PROVIDE HORIZONTAL BOND BEAM WITH 2 #5'S CONTINUOUS IN THE TOP OF ALL CMU WALLS AND AT ALL POINTS OF STRUCTURAL ATTACHMENTS AND MISCELLANEOUS STEEL ANCHORAGE. DOWELS FOR CMU WALLS SHALL BE DRILLED AND GROUTED BY THE CMU CONTRACTOR. SEE SPECIFICATIONS AND ARCHITECTURAL DRAWINGS FOR INTERIOR PARTITION CONTROL JOINT REQUIREMENTS. TOP OF ALL CMU WALLS SHALL BE BRACED TO THE STRUCTURE ABOVE UNLESS NOTED OTHERWISE. SEE MASONRY SERIES DRAWINGS FOR TYPICAL ATTACHMENT DETAILS. SEE ARCHITECTURAL DRAWINGS FOR CONDITIONS AND ELEVATIONS OF WALLS. SEE DRAWINGS MASONRY SERIES DRAWINGS FOR LINTEL REINFORCING REQUIRED AT OPENINGS. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. DESIGN INFORMATIONGENERAL 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 97126 105 86 70 55 40 34 24 1816 18 26 33 43 54 67 82 99 BAR SIZE UNCOATED TYPE I TYPE IITYPE IITYPE I UNCOATED NOTES: 1. LAP SPLICE LENGTHS ARE IN INCHES. 2. TYPE I: HORIZONTAL BOTTOM BAR AND VERTICAL BAR SPLICES. 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 1816 18 27 32 44 56 69 84 101 TYPE IITYPE I f 'c = 3 ksi EPOXY COATED f 'c = 4 ksi f 'c = 4 ksi f 'c = 5 ksi AND 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 REDUCING3000 PSIA REMARKSCONCRETE PLACEMENTCLASS CONCRETE SCHEDULE FOOTINGS B 4000 PSI 6 1 1/2% SLABS ON GRADE +- OPTIONAL AIR CONTENT 6000 PSIPCA PRECAST CONCRETE 4000 PSIC WALLS AND PIERS0 - 3% 7000 PSIPCB PRECAST COLUMNS 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 FOR INFORMATION REGARDING SUBSURFACE CONDITIONS REFER TO REPORT OF GEOTECHNICAL ENGINEERING INVESTIGATION PREPARED BY ALT & WITZIG ENGINEERING, DATED MAY 31, 2016 (A&W NO. 15IN0457-0516). WELDED WIRE FABRIC: ASTM A185 REINFORCING BARS: ASTM A615, GRADE 60 SEE CONCRETE SCHEDULE FOR 28 DAY COMPRESSIVE STRENGTHS. LATERAL EARTH PRESSURE: UNIT WEIGHT OF BACKFILL = 125 PCF AT-REST COEFFICIENT, Ko = 0.45 COLUMNS AND WALL FOOTINGS BEARING : ALLOWABLE NET BEARING PRESSURE, ANBP = 4000 PSF EXPOSURE B TABLE 1609) BASIC WIND SPEED = 115 MPH (2014 INDIANA BUILDING CODE: IMPORTANCE FACTOR, Iw = 1.00 ACTIVE COEFFICIENT, Ka = 0.30 EPOXY-COATED REINFORCING BARS: ASTM A775, GRADE 60 PARKING SURFACES:FLOOR ROOF SLABS 40 PSF 60 PSF BEAMS 40 PSF 60 PSF COLUMNS 40 PSF 60 PSF STAIR/ELEVATOR TOWERS:100 PSF 25 PSF WALL BUMPER LOAD: 10,000 POUNDS (ULTIMATE) APPLIED AT 2'-0" ABOVE THE PARKING SURFACE OVER ONE FOOT SQUARE (AT ANY POINT ALONG WALL, ACTING OUTWARD) CONCENTRATED WHEEL LOAD:2,000 POUNDS ON 20 SQUARE INCHES. 1. FOR CONCRETE MIX PROPORTIONING AND SUBMITTAL REQUIREMENTS. SEE SECTION 0330000, CAST-IN-PLACE CONCRETE, OF THE PROJECT MANUAL E.MINIMUM SHEAR REINFORCEMENT ACCORDING TO ACI 318-89 IS REQUIRED IN ALL PRECAST MEMBERS. F.MAXIMUM ALLOWABLE TENSILE STRESSES UNDER FULL DESIGN SERVICE LOADS IN ALL PRECAST PRESTRESSED MEMBERS SHALL BE G.AN ADDITIONAL 1.33 LOAD FACTOR WILL BE REQUIRED FOR ALL PRECAST CONNECTION DESIGN. SEISMIC USE GROUP I SEISMIC DESIGN CATEGORY SEISMIC SITE CLASS Ss = 0.146 Sl = 0.081 IMPORTANCE FACTOR R = 4.0 B C IE = 1.0 AGGREGATES: AS SPECIFIED UNDER CAST-IN-PLACE CONCRETE AND HEREIN. PRECOATED REINFORCING. IN AREAS OF DISPUTE, THE FOLLOWING COLUMNS PROVIDE ADEQUATE SHORING AND BRACING DURING CONSTRUCTION DO NOT EMBED CONDUITS IN CONCRETE FLOOR TOPPING. 1. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318-05, PCI MNL-120, AND PCI MNL-116, MOST CURRENT EDTIONS. REFER TO SPECIFICATIONS SECTION 034133, "PRECAST CONCRETE", FOR DESIGN REQUIREMENTS FOR PRECAST MEMBERS PRECAST CONCRETE: DESCRIPTION COLUMNS BEAMS SHEAR/LIGHT WALLS DOUBLE TEES WALLS STAIRS ARCHITECTURE F'c PSI MAX. W/C TOTAL AIR CONTENTRATIO 28 DAYS 7000 PSI 6000 PSI 6000 PSI 6000 PSI 6000 PSI 6000 PSI 6000 PSI 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 6 1/2% 6 1/2% 6 1/2% 6 1/2% 6 1/2% 6 1/2% 6 1/2% 6 1/2% TOLERANCE ON TOTAL AIR CONTENT IS 1 1/2%. CEMENT: MILD REINFORCEMENT: AS SPECIFIED UNDER CAST-IN-PLACE CONCRETE. AS SPECIFIED UNDER CAST-IN-PLACE CONCRETE. THE MINIMUM CONCRETE PROTECTION SHALL BE PER ACI 318-05, EXCEPT AS NOTED ON THE DRAWINGS AND SPECIFIED HEREIN. SPECIFIC PLANS, SECTIONS AND DETAILS MAY OR MAY NOT INDICATE EPOXY COATING OR SCHEDULE SHALL GOVERN IN ALL CASES. PROTECTIONCOVER BEAMS LIGHT WALLS WALLS STAIRS 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" UNCOATED UNCOATED UNCOATED UNCOATED UNCOATED PRESTRESSING TENDON END COVER SHALL ALSO BE AS SPECIFIED HEREIN INDICATED UNDER "COVER". 3. 4. 5. 6. 7. PRESTRESSING TENDONS: SEVEN-WIRE, LOW-RELAXATION TYPE STRAND (LRS) ASTM A416, GRADE A, 270 KSI. AS SPECIFIED UNDER CAST-IN-PLACE CONCRETE AND HEREIN. COIL RODS TO BE HIGH STRENGTH, ELECTRO GALVANIZED ASTM B633. DOUBLE TEE FLANGE EDGE CONNECTION, STAINLESS STEEL ASTM A666, TYPE 304L. CONCRETE ACCESSORIES: BEARING PADS: DOUBLE TEES: RANDOM ORIENTED FIBER, 3/8" THICK. BEAMS PREFORMED FABRIC PADS: 1/2" THICK. SHIM PADS: AASHTO GRADE NEOPRENE, SHORE HARDNESS 50. SHIM STOCK: "KOROLATH". GROUT: GENERAL PRECAST CONCRETE: AS SPECIFIED UNDER CAST-IN-PLACE CONCRETE. ALL WELDS SHALL USE E70XX LOW HYDROGEN ELECTRODES, 1/4" MINIMUM, STAINLESS STEEL ELECTRODES TO BE TYPE 347. HIGH-STRENGTH BOLTS TO BE ASTM A325 TYPE 1, HOT-DIP GALVANIZED 3/4" DIAMETER UNLESS OTHERWISE NOTED ON THE DRAWINGS. FOR LEDGER SPANDREL BEAMS AND INVERTED TEE BEAMS WHICH SUPPORT TEE STEMS, PROVIDE EMBEDDED BEARING PLATE (OR ANGLE) IN THE BEAM LEDGE UNDER ANY TEE STEM WITH ULTIMATE LOAD REACTIONS EQUAL TO OR GREATER THAN 35 KIPS. AT ALL INVERTED TEE AND SPANDREL BEAM MEMBER END BEARINGS, PROVIDE BEARING PLATES IN THE BOTTOM OF THE BEAM MEMBER AND AFTER MEMBER IS ERECTED. SUCH OPENINGS SHALL BE COORDINATED BY THE CONTRACTOR AND RECEIVE PRIOR APPROVAL BY THE PRECAST MANUFACTURER AND THE ENGINEER. WHERE UNBALANCED LOADING CONDITIONS ARE POSSIBLE. DO NOT USE DRILLED-IN ANCHORS OR POWER DRIVEN FASTENERS IN PRESTRESSED CONCRETE. 8. 9. 10. 11. PROVIDE ONE INCH CLEARANCE FOR DOUBLE TEE FLANGE AROUND IN THE TOP OF THE SUPPORTING HAUNCH (3/8" MINIMUM THICK). OPENINGS LESS THAN 10" ROUND OR SQUARE SHALL BE LOCATED AND FIELD DRILLED OR SAW CUT BY THE TRADE REQUIRING THE OPENING COLUMNS. 1 1/2" UNCOATEDDOUBLE TEES A. B. C. D. E. F. G. I. J. AND ALL OTHER INFORMATION NOT SPECIFIED HEREIN. CONCRETE: ACI 362, 1R-97 TABLE 3.3.A. A. A. A. B. C. A. A. B. C. A. B. C. D. A. (MIN) DESCRIPTION D.ALL BARS IN PRECAST CAST-IN-PLACE WASHES AND SLAB IN-FILLS SHALL BE EPOXY COATED. 2.THE DESIGN OF ALL PRECAST COMPONENTS SHALL BE THE RESPONSIBILITY OF THE PRECAST CONTRACTOR. CALCULATIONS PREPARED BY AN ENGINEER REGISTERED IN THE STATE OF INDIANA MUST BE SUBMITTED. DRAWINGS INCLUDED HEREIN SHOW DESIGN INTENT. THERMAL AND MOISTURE PROTECTION: CONCRETE SEALER A.A 100% SILANE CONCRETE SEALER SHALL BE APPLIED TO ALL SLAB ON GRADE AND SUPPORTED SLAB SURFACES (INCLUDING STAIRS, LANDINGS AND LOBBIES). JOINT SEALANTS A.ALL JOINTS BETWEEN STRUCTURAL (AND ARCHITECTURAL) MEMBERS SHALL BE PROPERLY PREPARED AND FILLED WITH JOINT SEALANT UNLESS NOTED OTHERWISE. ALL JOINT EDGES, INCLUDING TOP AND BOTTOM SURFACES AND VERTICAL AND HORIZONTAL SURFACES, SHALL BE FORMED OR TOOLED AS REQUIRED. JOINT SEALANT SHALL BE APPLIED ONLY TO THE TOP, VERTICAL AND HORIZONTAL SURFACES UNLESS NOTED OTHERWISE. B.JOINTS TO BE PROPERLY PREPARED AND FILLED WITH JOINT SEALANT SHALL INCLUDE, BUT ARE NOT LIMITED TO, CONSTRUCTION JOINTS, CONTROL JOINTS, ISOLATION JOINTS AND ALL INTERFACE JOINTS BETWEEN SIMILAR AND DISSIMILAR MEMBERS. SPECIFIC LOCATIONS MAY BE INDICATED ON THE DRAWINGS, OR MAY BE REQUIRED BY THE SHOP DRAWINGS, OR MAY OCCUR DUE TO THE CONSTRUCTION SEQUENCE SLECTED BY THE CONTRACTOR. H. INTERMEDIATE PRECAST CONCRETE SHEAR WALLS 1. 2. 3. 4. 5. 6. 7. 9. PREPARE AREAS OF THE SITE SUPPORTING STRUCTURE BY REMOVING TOPSOIL, EXISTING FILL, ORGANIC MATERIAL, OR FROZEN, WET, SOFT, LOOSE OR OTHERWISE UNSUITABLE MATERIALS. FIELD BENDING OF REINFORCING STEEL IS PROHIBITED. 13. 12. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. THE MIXING, HANDLING, PLACING AND CURING OF CONCRETE SHALL BE1. h. g. a. b. c. f. a. b. WALLS. AND DETAILS OF REVEALS (3/4" MAXIMUM DEPTH) IN EXPOSED CONCRETE ARCHITECTURAL REVEALS: SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS11. ROUGH FORM FINISH FOR FORM REMOVAL AND RESHORING REQUIREMENTS. SEE SECTION 031000, CONCRETE FORMWORK, OF THE PROJECT MANUAL MANUAL, FOR CONCRETE MIX PROPORTIONING REQUIREMENTS. SEE SECTION 033000, CAST-IN-PLACE CONCRETE, OF THE PROJECT EXCEPT THOSE ABUTTING MASONRY. PROVIDE 3/4 INCH CHAMFERS ON EXPOSED CORNERS OF CONCRETE STRUCTURAL CONCRETE" (ACI 318-99). IN ACCORDANCE WITH THE ACI "BUILDING CODE REQUIREMENTS FOR SEE SECTION 033000, CAST-IN-PLACE CONCRETE, OF THE PROJECT MANUAL FOR HOT WEATHER CONCRETING REQUIREMENTS. MANUAL FOR COLD WEATHER CONCRETING REQUIREMENTS. SEE SECTION 033000, CAST-IN-PLACE CONCRETE, OF THE PROJECT FINISHING OF FORMED SURFACES: FINISH FORMED SURFACES AS INDICATED BELOW, AND AS DESCRIBED IN SECTION 033000, CAST-IN-PLACE CONCRETE, OF THE PROJECT MANUAL. SIDES OF FOOTINGS WALLS NOT EXPOSED TO PUBLIC VIEW WALLS EXPOSED TO PUBLIC VIEW COLUMNS & PIERS BOTTOMS OF SLABS BOTTOMS & SIDES OF BEAMS NONE ROUGH FORM FINISH SMOOTH FORM FINISH ROUGH FORM FINISH ROUGH FORM FINISH CURING OF SLABS: CURE SLABS WITH CURING COMPOUNDS OR MOISTURE RETENTION COVERS AS DESCRIBED IN SECTION 033000, CAST-IN-PLACE CONCRETE, OF THE PROJECT MANUAL. FINISHING OF SLABS: AFTER SCREEDING, BULL FLOATING AND FLOATING OPERATIONS HAVE BEEN COMPLETED, APPLY FINAL FINISH AS INDICATED BELOW, AND AS DESCRIBED IN SECTION 033000, CAST-IN-PLACE CONCRETE, OF THE PROJECT MANUAL. STAIR/ELEVATOR TOWER FLOOR SLABS HARD TROWEL FINISH FINISH CONCRETE SLABS ON COMPOSITE STEEL FLOOR DECK TO THE TOLERANCE SPECIFIED IN SECTION 033000, CAST-IN-PLACE CONCRETE, OF THE PROJECT MANUAL. MAINTAIN AT LEAST THE REQUIRED SLAB THICKNESS AT ALL LOCATIONS, INCREASING THE THICKNESS AS REQUIRED, TO COMPENSATE FOR DECK AND BEAM DEFLECTIONS, AND RESIDUAL BEAM CAMBER. 2. 3. 4. 5. 8. 9. 10. 6. 7. PARKING SURFACES ROUGH SWIRL FINISH SMOOTH FORM FINISH OTHER SURFACES NOT EXPOSED TO PUBLIC VIEW OTHER SURFACES EXPOSED TO PUBLIC VIEW ROUGH FORM FINISH 7. 6.6. 5. 4. 1. 2. 3. 11. 10. 9. 8. INDICATED ON THE DRAWINGS. SHALL BE DOUBLE WEB ANGLES, 5/16 INCH MINIMUM THICKNESS. MANUAL FOR STRUCTURAL STEEL SHOP PAINTING REQUIREMENTS. SEE SECTION 051200, STRUCTURAL STEEL OF THE PROJECT MANUAL FOR STRUCTURAL STEEL TESTING REQUIREMENTS. SEE SECTION 051200, STRUCTURAL STEEL OF THE PROJECT HOLES, UNLESS OTHERWISE NOTED OR DETAILED ON THE DRAWINGS, OR INCH DIAMETER ASTM A325 BOLTS WITH STANDARD 13/16 INCH DIAMETER BOLTED CONNECTIONS SHALL BE BEARING-TYPE CONNECTIONS USING 3/4 DETAILED ON THE DRAWINGS. OR WELDED. FIELD CONNECTIONS SHALL BE BOLTED UNLESS OTHERWISE SHOP CONNECTIONS, UNLESS OTHERWISE SHOWN, MAY BE EITHER BOLTED BUILDINGS, ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN". INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATION FOR STRUCTURAL STEEL STRUCTURAL STEEL CONSTRUCTION SHALL CONFORM TO THE AMERICAN CONNECTIONS NOT DETAILED ON THE DRAWINGS SHALL BE DESIGNED BY THE STEEL FABRICATOR IN ACCORDANCE WITH THE AISC "MANUAL OF STEEL CONSTRUCTION". BEAM END CONNECTIONS SHALL BE DESIGNED FOR ONE-HALF THE BEAM LOAD CAPACITY AS GIVEN IN THE AISC "ALLOWABLE LOADS ON BEAMS" TABLES. CONNECTION ANGLES FABRICATE SIMPLE SPAN BEAMS WITHOUT SPECIFIED CAMBERS SO THAT, AFTER ERECTION, ANY MINOR CAMBER DUE TO ROLLING OR SHOP ASSEMBLY SHALL BE UPWARD. SLIP CRITICAL (S.C.) AND PRETENSIONED BOLTS SHALL BE USED WHERE APPROVED BY THE ARCHITECT/ENGINEER. TENSION SLIP CRITICAL AND PRETENSIONED BOLTS IN ACCORDANCE USING ASTM A325 OR A490 BOLTS. 3. 2. 1. 4. OF SPAN WITH SELF TAPPING SCREWS NOT SMALLER THAN #10. INCH DIAMETER OR EQUIVALENT. CONNECT SIDELAPS AT ONE-THIRD POINTS INSTRUCTIONS AND THE SHOP DRAWINGS. WELDS SHALL BE AT LEAST 5/8 12 INCH CENTERS AND IN STRICT COMPLIANCE WITH THE DECK MANUFACTURER'S WELD 1 1/2", WIDE RIB STEEL ROOF DECK TO EACH SUPPORT AT NOT MORE THAN AT ONE-THIRD POINTS OF SPANS. BE AT LEAST 3/4 INCH DIAMETER OR EQUIVALENT. CONNECT SIDELAPS MANUFACTURER'S INSTRUCTIONS AND THE SHOP DRAWINGS. WELDS SHALL THAN 12 INCH CENTERS AND IN STRICT COMPLIANCE WITH THE DECK WELD COMPOSITE STEEL FLOOR DECK TO EACH SUPPORT AT NOT MORE STEEL DECK CONSTRUCTION SHALL CONFORM TO THE STEEL DECK INSTITUTE'S "DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS AND ROOF DECKS". DECK SHALL BE THREE OR MORE SPANS CONTINUOUS WHERE POSSIBLE. PROCEEDING WITH WORK IN THE AREA UNDER QUESTION. ETC. NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES BEFORE RELATING TO ARCHITECTURAL FINISHES, MECHANICAL OPENINGS, EQUIIPMENT, 1. 2. 3. THERE SHALL BE NO VERTICAL OR HORIZONTAL SLEEVES SET, OR HOLES CUT OR DRILLED IN ANY BEAM OR COLUMN UNLESS IT IS SHOWN ON THE STRUCTURAL DRAWINGS OR APPROVED BY THE ARCHITECT/ENGINEER. MECHANICAL AND ELECTRICAL OPENINGS THROUGH CONCRETE SLABS AND WALLS LARGER THAN 8 INCHES IN DIAMETER, NOT SHOWN ON THE STRUCTURAL DRAWINGS, MUST BE APPROVED BY THE ARCHITECT/ENGINEER. OPENINGS 8 INCHES IN DIAMETER OR LESS SHALL HAVE AT LEAST 1'-0" CLEAR BETWEEN OPENINGS UNLESS APPROVED BY THE ARCHITECT/ENGINEER. THE CONTRACTOR SHALL COORDINATE AND CHECK ALL DIMENSIONS 4.VERIFY DIMENSIONS AND LOCATIONS OF MECHANICAL AND ELECTRICAL OPENINGS THROUGH CONCRETE SLABS, SHOWN ON THE STRUCTURAL DRAWINGS, WITH THE MECHANICAL AND ELECTRICAL CONTRACTORS. 1. UNDER QUESTION. OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK IN THE AREA PROCEEDING WITH NEW CONSTRUCTION. NOTIFY THE ARCHITECT/ENGINEER VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS AND CONDITIONS BEFORE 14. EPOXY-COATED REINFORCING STEEL 5.MECHANICAL AND ELECTRICAL CONDUIT SHALL NOT BE EMBEDDED IN POST-TENSIONED SLABS. d. 1. 2. 3. 4. 5. ACCORDANCE WITH THE PRODUCT MANUFACTURER'S INSTRUCTIONS. DRILLED HOLE SIZE AND INSTALLATION PROCEDURE SHALL BE IN CLEAN DRILLED HOLES BEFORE INSTALLING DOWELS. USE CARBIDE BIT DRILL TO PREVENT DAMAGE TO REINFORCING STEEL. OF THE PROJECT MANUAL FOR PRODUCT STANDARDS. ANCHOR SYSTEM. SEE SECTION 033000, CAST-IN-PLACE CONCRETE ANCHOR DRILLED-IN DOWELS TO EXISTING CONCRETE WITH AN ADHESIVE SPACING AS INDICATED ON THE DRAWINGS. PROVIDE DRILLED-IN DOWELS WITH SIZE, LENGTH, EMBEDMENT AND e. c.SLIP RESISTANT SURFACES (STAIR TREADS AND RAMPS) BROOM FINISH ONLY A WELL-GRADED, FREE-DRAINING GRANULAR MATERIAL SHALL BE USED FOR BACKFULL BEHIND ALL CONCRETE BASEMENT AND FREE-STANDING, CANTILEVERED RETAINING WALLS AND SHALL BE PLACED WITHIN A ZONE DEFINED BY A LINE EXTENDING UPWARD AND OUTWARD ON A 1 TO 1 (OR FLATTER) SLOPE FROM THE BASE OF THE WALL. 11.CENTER ALL COLUMN AND WALL FOOTINGS UNDER THE COLUMN OR WALL ABOVE UNLESS OTHERWISE INDICATED. 10. SHOP GALVANIZE STEEL AS INDICATED ON THE DRAWINGS. SEE SPECIFICATION SECTION S51200, FOR WELDING PROCEDURE FOR GALVANIZED STEEL. 12. 1. FOUNDATIONS A GEOTECHNICAL TESTING AGENCY SHALL INSPECT FOOTING EXCAVATIONS TO [1] VERIFY THAT THE SOIL AT THE BEARING ELEVATION IS OF THE TYPE DEFINED IN THE GEOTECHNICAL STUDY TO ENSURE THAT CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE FOUNDATION RECOMMENDATIONS ARE BASED AND [2] VERIFY THE ALLOWABLE BEARING CAPACITY AT EACH SPREAD FOOTING AND EVERY 8 FEET ON CENTER FOR STRIP FOOTINGS PRIOR TO PLACEMENT OF CONCRETE. INSPECTION OF THE BASE OF THE FOOTING EXCAVATIONS SHALL BE DONE IN ACCORDANCE WITH THE PROJECT'S GEOTECHNICAL ENGINEERING INVESTIGATION REPORT PER NOTE 12. SEE "DESIGN INFORMATION" ON THIS DRAWING FOR ALLOWABLE NET BEARING PRESSURES. PROOFROLL THE EXPOSED SUBGRADE WITH A MEDIUM-WEIGHT ROLLER TO DETERMINE IF ANY POCKETS OF SOFT, UNSUITABLE MATERIAL EXIST BENEATH THE EXPOSED SUBGRADE. REMOVE ANY UNSUITABLE MATERIAL ENCOUNTERED AND REPLACE WITH A WELL COMPACTED GRANULAR MATERIAL. PLACEMENT AND COMPACTION OF ENGINEERED FILL SHALL BE OVERSEEN BY THE ENGINEERING TESTING FIRM. PLACE FILL MATERIAL IN LAYERS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS. MECHANICALLY COMPACT EACH LAYER TO THE FOLLOWING PERCENTAGE OF MAXIMUM DRY DENSITY PER MODIFIED PROCTOR (ASTM D-1557): BELOW FOOTINGS - 95%, BELOW SLABS ON GRADE - 93%, BEHIND EARTH RETAINING WALLS - 90%. REFER TO THE GEOTECHINICAL REPORT FOR ADDITIONAL REQUIREMENTS FOR MATERIALS, COMPACTION METHODS AND FIELD QUALITY CONTROL. REINFORCING STEEL PROVIDE MINIMUM CONCRETE COVER FOR REINFORCING STEEL IN ACCORDANCE WITH THE ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318-05), UNLESS OTHERWISE INDICATED. REINFORCING STEEL SHALL BE SUPPORTED AND SECURED AGAINST DISPLACEMENT IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE'S "MANUAL OF STANDARD PRACTICE". SEE SECTION 032000, CONCRETE REINFORCEMENT, OF THE PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. DETAILS OF REINFORCING STEEL FABRICATION AND PLACEMENT SHALL CONFORM TO ACI "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" (ACI 315) AND "MANUAL OF ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES" (ACI 315R) UNLESS OTHERWISE INDICATED. SPREAD REINFORCING STEEL AROUND SMALL OPENINGS AND SLEEVES IN SLABS AND WALLS, WHERE POSSIBLE, AND WHERE BAR SPACING WILL NOT EXCEED 1.5 TIMES THE NORMAL SPACING. DISCONTINUE BARS AT LARGE OPENINGS, WHERE NECESSARY, AND PROVIDE AN AREA OF REINFORCEMENT, EQUAL TO THE INTERRUPTED REINFORCEMENT, IN FULL LENGTH BARS, DISTRIBUTING ONE-HALF EACH SIDE OF THE OPENING. WHERE SHRINKAGE AND TEMPERATURE REINFORCEMENT IS INTERRUPTED, ADD 2-#5 x OPENING DIMENSION +4'-0" ON EACH SIDE OF THE OPENING. PROVIDE #5 x 4'-0" DIAGONAL BARS IN BOTH FACES, AT EACH CORNER OF OPENINGS LARGER THAN 12 INCHES IN ANY DIRECTION. PROVIDE INDIVIDUAL HIGH CHAIRS WITH SUPPORT BARS, AS REQUIRED, FOR THE SUPPORT OF TOP REINFORCEMENT FOR SUPPORTED SLABS. DO NOT PROVIDE STANDEES. PROVIDE PLASTIC, SNAP-ON SPACE WHEELS TO MAINTAIN REQUIRED CONCRETE COVER FOR VERTICAL WALL REINFORCEMENT. PROVIDE FOOTING DOWELS FOR VERTICAL WALL REINFORCEMENT. DOWELS SHALL BE THE SAME SIZE AND SPACING AS THE VERTICAL WALL REINFORCEMENT, UNLESS NOTED OTHERWISE, WITH LAP SPLICES AS INDICATED IN TABLE 1 ON THIS DRAWING. INSTALL DOWELS IN THE FOOTING FORMS BEFORE CONCRETE IS PLACED, SUPPORTING AND TIEING THEM SECURELY IN POSITION. DO NOT STICK DOWELS INTO FOOTINGS AFTER CONCRETE IS PLACED. POSITION DOWELS FOR VERTICAL WALL REINFORCEMENT IN COLUMN FOOTINGS AND WALL FOOTING STEPS WITH 6 INCHES MAXIMUM BOTTOM COVER. PROVIDE TENSION LAP SPLICES, AS INDICATED IN THE LAP SPLICE SCHEDULE ON THIS DRAWING, FOR HORIZONTAL WALL REINFORCEMENT AND LONGITUDINAL GRADE BEAM REINFORCEMENT, UNLESS OTHERWISE INDICATED. CAST-IN-PLACE CONCRETE STRUCTURAL STEEL SUB-BASE (LEVELING) PLATES WILL NOT BE ALLOWED UNDER COLUMN BASE PLATES. BURNING OF HOLES IN STRUCTURAL STEEL SHALL NOT BE ALLOWED WITHOUT APPROVAL OF THE ARCHITECT/ENGINEER. STEEL DECK DRILLED-IN DOWELS COORDINATION WITH OTHER TRADES OTHER NOTES EXISTING CONSTRUCTION ALL WELDED STUDS AND ALL WELDED DEFORMED BAR ANCHORS ( dba ) SHALL BE AUTOMATICALLY WELDED ( NOT STICK WELDED ) . BACKFILL EACH SIDE OF CONCRETE WALLS, WITH EARTH ON BOTH SIDES, SIMULTANEOUSLY. FOOTINGS SUPPORTED ON NATURAL SOILS IMPROVED BY USING A RAMMED AGGREGATE PIER (RAP) FOUNDATION SYSTEM. CONCRETE WALLS RETAINING EARTH MUST HAVE REACHED 100 PERCENT OF THEIR REQUIRED 28 DAY COMPRESSIVE STRENGTH BEFORE BACKFILLING OPERATIONS BEGIN. STRUCTURAL SLABS AND SLABS ON GRADE, PROVIDING TOP AND BOTTOM SUPPORT FOR CONCRETE WALLS RETAINING EARTH, MUST BE IN PLACE AND HAVE REACHED 70 PERCENT OF THEIR REQUIRED 28 DAY COMPRESSIVE STRENGTH BEFORE BACKFILLING OPERATIONS BEGIN. PLACE FOOTINGS THE SAME DAY EXCAVATIONS ARE OPENED. IF THIS IS NOT POSSIBLE, ADEQUATELY PROTECT THE EXPOSED MATERIAL IN THE BASES OF THE FOOTING EXCAVATIONS FROM ANY DETRIMENTAL CHANGE IN CONDITION SUCH AS FROM DISTURBANCE, RAIN OR FREEZING. SURFACE RUNOFF SHALL NOT BE ALLOWED TO ENTER THE EXCAVATIONS. REINFORCING STEEL BENDS, HOOKS AND LAP SPLICES SHALL CONFORM TO THE ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318-05) UNLESS OTHERWISE INDICATED. PROVIDE STANDEES FOR THE SUPPORT OF TOP REINFORCEMENT FOR FOOTINGS AND MATS. SEE SECTION 032000, CONCRETE REINFORCEMENT, OF THE PROJECT MANUAL FOR SHOP DRAWING PREPARATION REQUIREMENTS. PRECAST CONCRETE DESIGN SEISMIC LOADS DESIGN WIND LOADS CONCRETE REINFORCING STEEL GEOTECHNICAL DESIGN LIVE LOADS NOTES: PRECAST CONTRACTOR:1. PRECAST DOUBLE TEESA. PRECAST SPANDRELS PRECAST LIGHTWALLS PRECAST COLUMNS PRECAST WALL PANELS SUPPLY PRECAST COLUMN ANCHOR BOLTS AND EMBEDDED PLATES FOOTINGS CAST-IN-PLACE RETAINING WALLS CAST-IN-PLACE COLUMNS SLABS ON GRADE CAST-IN-PLACE CONCRETE WASHES AS DETAILED ON DRAWINGS, INCLUDING ANY NECESSARY FORMWORK INSTALLATION OF COIL RODS AND DOWELS FOR CONNECTION TO CAST-IN-PLACE COMPONENTS INSTALLATION OF PRECAST COLUMN AND WALLS, ANCHOR BOLTS AND EMBEDDED PLATES B. C. D. E. F. G. H. A. B. C. E. F. G. CAST-IN-PLACE CONCRETE CONTRACTOR:2. SCOPE BREAKDOWN D. 12. STRUCTURAL STEEL WITH TABLE 4 OF THE "SPECIFICATION FOR STRUCTURAL JOINTS 8.THE QUANTITY AND SIZE OF THE RAMMED AGGREGATE PIERS (RAP) UNDER EACH FOOTING OR MAT SHALL BE DETERMINED NY THE RAP FOUNDATION DESIGNER AND INSTALLED BY A CERTIFIED RAP CONTRACTOR. RAP FOUNDATION SYSTEM SHALL MEET A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 6000 PSF. NON-STRUCTURAL CONCRETE MASONRY WALLS (EXTERIOR CLADDING) ALL CONNECTIONS FOR PRECAST COMPONENTS INCLUDING TEMPORARY CONNECTIONS (INCLUDES ALL CONNECTION HARDWARE, BEARING PADS, BOLTS AND WELDS AS REQUIRED) SUPPLY COIL RODS FOR CONNECTION FROM PRECAST TO CAST-IN-PLACE WASHES SPECIFIED COMPRESSIVE STRENGTH OF MASONRY, f'm = 2000 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 MASONRY WALLS. PROPORTIONED IN ACCORDANCE WITH ASTM C476. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. ALL BARS IN SLAB ON GRADE AND FIELD WASH/TOPPING SLABS ON PRECAST SHALL BE EPOXY COATED. ALL FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE NET BEARING PRESSURE (A.N.B.P.) OF 4000 PSF. SEE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. CONCRETE TOPPING SLABS AND WASHES5000 PSID 6 1 1/2%+- 6 1 1/2%+- 6 1 1/2%+- REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director TWL JMP 03/28/17 S001 GENERAL NOTES Project NumberSOUTH GARAGECARMEL REDEVELOPMENT COMMISSIONCARMEL, INDIANA1 1 # DESCRIPTION DATE 1 ADDENDUM No. 1 4/13/2017 F.S. PLAN NOTES: TOP OF FIRST LEVEL SLAB ELEVATION = 100'-0". USGS ELEVATION 828.50 = 100'-0" DENOTES COLUMN FOOTING MARK. SEE S300 FOR COLUMN FOOTING SCHEDULE, NOTES AND TYPICAL FOUNDATION DETAILS. FOOTINGS BASED ON 4000 PSF ALLOWABLE BEARING CAPACITY. DENOTES FOOTING STEP. SEE DETAIL 1/S300 (TYPICAL WALL FOOTING STEPS). 1. 2. 3. 4. FX A B 1 2 C 3 4 5 6 7 10 1/2"48' - 0"24' - 0"36' - 0"36' - 0"24' - 0"48' - 0"1' - 1 1/2" 218' - 0"2' - 3 1/2"61' - 9"61' - 9"3' - 1 1/2"128' - 11"WF7WF7 F17F17 F40 F16 PRECAST WALL PANEL, TYP 1 S303 WF7WF2.5WF12 WF6 WF7 WF6WF7WF6L.E. 97' - 3 1/8" T.W. 99' - 0" L.E. 97' - 4 1/8" T.W. 99' - 0" L.E. 97' - 1 7/8" BASE MAT 12" THICK CONCRETE MAT WITH #7 AT 12" TOP AND BOTTOM, EACH WAY T.W. 100' - 3" T/MAT EL 92' - 6" 1 S301 2 S301 3 S301 T.W. 99' - 0" T.W. 99' - 0" L.E. 97' - 3 1/8" T.W. 99' - 4" L.E. 97' - 2 1/8" T.W. 99' - 0" T.W. 99' - 0" T.W. 99' - 0" T.W. 99' - 0" L.E. 97' - 4 1/8" T.W. 99' - 0" 4 S301 5 S301 5 S301 6 S301 1 S303 2 S303 T.F. 92' - 6" T.F. 95' - 9"F.S.F.S.2' - 0"6' - 0" T.F. 99' - 0"F.S.F.S.6' - 0" 2' - 6 3/8" T.F. 95' - 9" 3 S301 6 S301 2 S301 6 S301 7 S301 8 S301 2' - 9"11"1' - 2"1' - 2"2' - 3"1' - 11"1' - 5"8"20' - 8 1/2"26' - 0"6' - 8 1/2"8' - 0" 1' - 6"7' - 0"7' - 0" 28' - 2"4' - 3"5' - 3"5' - 5 1/2"6' - 7"8"10"9' - 5"4"7 5/8" 11' - 10"10"20' - 1"1"1' - 2"5"1"9' - 9"10"8"1"10"19' - 3"10"10"19' - 2"10"1"1"9' - 9"10"8' - 8"9"8"7 5/8"8' - 0 3/8"10"8"HATCHED AREA INDICATES AREA OF SLAB LEFT OUT FOR CRANE PATH 3' - 0"T.W. 99' - 0"WF3SIM WF4WF3WF320' - 0"20' - 0"7' - 0"7' - 0" 12' - 2 1/4" L.E. 97' - 0 3/8" T.W. 100' - 0" L.E. 97' - 0 3/8"L.E. 99' - 0" LEDGE SLOPED 2' - 8 3/4" WF5WF4 T.P. 96' - 4" 10 S301 9 S301 T.W. 99' - 4" WF7WF2.5REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director TWL JMP 03/28/17 S100S FOUNDATION PLAN Project NumberSOUTH GARAGECARMEL REDEVELOPMENT COMMISSIONCARMEL, INDIANA 1/8" = 1'-0" FOUNDATION PLAN NORTH 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 # DESCRIPTION DATE 1 ADDENDUM No. 1 4/13/2017 PLAN NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. FOR GENERAL NOTES DESIGN INFORMATION AND CONCRETE SCHEDULE, SEE DRAWING S001. INDICATES TOP OF WALL ELEVATION. INDICATES TOP OF LEDGE ELEVATION. EXISTING CONSTRUCTION: VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, AND CONDITIONS BEFORE PROCEEDING WITH NEW CONSTRUCTION TO PREVENT UNDERMINING OF EXISTING CONSTRUCTION. NOTIFY THE ARCHITECT/ENGINEER OF ANY ISSUES WITH EXISTING CONSTRUCTION/NEW CONSTRUCTION INTERFACE BEFORE PROCEEDING WITH WORK IN THE AREA UNDER QUESTION. SEE DRAWING S100 EXISTING CONDITIONS NOTES FOR ADDITIONAL INFORMATION. TOP OF FIRST LEVEL SLAB ELEVATION = 100'-0". USGS ELEVATION 828.50' = 100' - 0" SEE ARCHITECTURAL AND PLUMBING DRAWINGS FOR LOCATIONS OF FLOOR DRAINS CAST IN CONCRETE SLAB AND FOR FLOOR SLAB 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 OTHERWISE. SEE DETAILS ON DRAWING S310 FOR TYPICAL SLAB CONSTRUCTION. INDICATES CONSTRUCTION JOINT IN SLAB ON GRADE. SEE DETAIL 2/S310. C.J. A B 1 2 C 3 4 5 6 7 48' - 0"24' - 0"36' - 0"36' - 0"24' - 0"48' - 0" 216' - 0"61' - 9"61' - 9"123' - 6"F.S.PRECAST WALL PANEL, TYP 1 S303 1 S301 2 S301 3 S301 4 S301 5 S301 6 S301 2 S303 7 S301 TOP OF 5" SLAB ON GRADE TOP OF 5" SLAB ON GRADE TOP OF 5" SLAB ON GRADE TOP OF 5" SLAB ON GRADE C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.RAMP UP 28" PRECAST DOUBLE TEEWITH 3" FIELD TOPPING SLAB28" PRECAST DOUBLE TEEWITH 3" FIELD TOPPING SLABPRECAST DOUBLE LEDGER BEAM 12" PRECAST SHEAR WALL PRECAST DOUBLE LEDGER BEAM 12" PRECAST LITE WALL 12' - 0"11' - 0 7/8"13 SPA AT 12'-0" = 156' - 0"11' - 4 1/8"11' - 8 3/4"12' - 0" 24" x 24" PRECAST COLUMN 24" x 24" PRECAST COLUMN9 SPA AT 6' - 3" = 56' - 3"P/C SHEAR CONNECTOR, SEE NOTE 5 10" PRECAST WALL/SPANDREL LOAD BEARING 8" PRECAST WALL 9" PRECAST WALL 9" PRECAST WALL 10" PRECAST WALL/SPANDREL 8" PRECAST WALL 9" PRECAST WALL 8" PRECAST WALL 9" PRECAST WALL 10" PRECAST WALL/SPANDREL LOAD BEARING 10" PRECAST WALL/SPANDREL SIM 10 S301 9 S301 EL 100' - 0" REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director TWL JMP 03/28/17 S101 SLAB ON GRADE PLAN Project NumberSOUTH GARAGECARMEL REDEVELOPMENT COMMISSIONCARMEL, INDIANA 1/8" = 1'-0" SLAB ON GRADE PLAN NORTH T.W. T.L. ADDED PRECAST TEES AND ASSOCIATED INFORMATION. 1 # DESCRIPTION DATE 1 ADDENDUM No. 1 4/13/2017 A B 1 2 C 3 4 5 6 7 216' - 0" 48' - 0"24' - 0"36' - 0"36' - 0"24' - 0"48' - 0"123' - 6"61' - 9"61' - 9"RAMP DOWN RAMP UP RAMP UP RAMP DOWN 28" PRECAST DOUBLE TEEWITH 3" FIELD TOPPING SLAB28" PRECAST DOUBLE TEEWITH 3" FIELD TOPPING SLABPRECAST DOUBLE LEDGER BEAM 12" PRECAST SHEAR WALL PRECAST DOUBLE LEDGER BEAM 12" PRECAST LITE WALL 12' - 0"11' - 0 7/8"13 SPA AT 12'-0" = 156' - 0"11' - 4 1/8"11' - 8 3/4"12' - 0" 24" x 24" PRECAST COLUMN 24" x 24" PRECAST COLUMN2' - 0"9 SPA AT 6' - 3" = 56' - 3"2' - 0"P/C SHEAR CONNECTOR, SEE NOTE 5 10" PRECAST WALL/SPANDREL LOAD BEARING 8" PRECAST WALL 9" PRECAST WALL 9" PRECAST WALL 10" PRECAST WALL/SPANDREL 8" PRECAST WALL 9" PRECAST WALL 8" PRECAST WALL 9" PRECAST WALL 10" PRECAST WALL/SPANDREL LOAD BEARING 10" PRECAST WALL/SPANDREL 3' - 10" x 1' - 4"" PRECAST COLUMN 2 S500 154' - 0 7/8" 8' - 0"8' - 0"3 S500 9' - 8 1/4"3' - 9 3/8"3' - 9 3/8"3' - 9"3' - 9"3' - 11 1/2"3' - 11 1/2"6' - 0 5/8"6' - 0 5/8"8' - 0"1' - 6 3/8"3' - 0 3/8"5' - 10 3/8"5' - 10 3/8"6' - 0"6' - 0"6' - 0"6' - 0"6' - 0"6' - 0"6' - 3 1/8"5' - 10 1/2"6' - 3 1/4"6' - 0"6' - 0"6' - 0"6' - 0"6' - 0"6' - 0"6' - 10 1/4"5' - 1 7/8"4' - 8 3/4"6' - 5 1/4"6' - 5 1/4"6' - 0 1/8"6' - 0 1/8" 3' - 7 3/8" 3' - 7 3/8"9' - 11 1/8"HSS8x4x1/4HSS8x4x1/4HSS8x4x1/4HSS8x4x1/4HSS8x4x1/4HSS8x4x1/4HSS8x4x1/4HSS8x4x1/4HSS8x4x1/4HSS8x4x1/4HSS8x4x1/4HSS8x4x1/4HSS8x4x1/4HSS8x4x1/4HSS8x4x1/4HSS8x4x1/4HSS8x4x1/4HSS8x4x1/4HSS8x4x1/4HSS8x4x1/4HSS8x4x1/4HSS8x4x1/4HSS8x4x1/4HSS8x4x1/4HSS8x4x1/4HSS8x4x1/4HSS8x4x1/4HSS8x4x1/4C15x33.9C15x33.9 HSS8x4x1/4 HSS8x4x1/4 HSS8x4x1/4 HSS8x4x1/4 HSS8x4x1/4 HSS8x4x1/4 HSS8x4x1/4 HSS8x4x1/4 HSS8x4x1/4 HSS8x4x1/4 HSS8x4x1/4 C15x33.9 C15x33.9HSS8x4x1/4 HSS8x4x1/4 2 S500 3 S500 A A8' - 0"2 S500 SIM 3 S500 SIM S500 4 S500 4 S500 4 REFER TO S10X SERIES DRAWINGS FOR DESIGN INFORMATION, CONCRETE SCHEDULE, AND GENERAL NOTES PERTAINING TO FOUNDATIONS, CONCRETE, REINFORCING STEEL, AND STRUCTURAL STEEL. PRECAST CONTRACTOR SHALL PROVIDE AND INSTALL SHEAR CONNECTORS AT SPACING SHOWN AT ALL DOUBLE TEE JOINTS. CONNECTORS SHALL HAVE AN ALLOWABLE SHEAR CAPACITY (WITH TENSION) OF AT LEAST 8k EACH. STANDARD: JVI VECTOR CONNECTOR. PRECAST DOUBLE TEES SHALL HAVE FULL FIELD PLACED TOPPING SLAB, 3" MINIMUM THICKNESS WITH 6x6 - W4.0 x W4.0 WELDED WIRE FABRIC. ALL WALLS AND EDGES SHALL HAVE 3'-0" WIDE x 3" HIGH WASH WITH (4) #5 BARS, CONTINUOUS. SEE TYPICAL PRECAST DOUBLE TEE PROFILE ON S350. INDICATES OPENING IN SLAB. VERIFY SIZE AND LOCATIONS WITH M.E.P. CONTRACTOR. INDICATES 8" C.M.U. WALL FROM BELOW TO UNDERSIDE OF PRECAST. SEE TYPICAL DETAILS ON S400. PLAN NOTES: 1. INDICATES TOP OF TOPPING SLAB SPOT ELEVATION, EXCLUSIVE OF PERIMETER WASH. INDICATES TOP ELEVATION OF LEVEL SLAB. 2.xxx'-xx" 3.F.D.INDICATES FLOOR DRAIN. 4.PROJECT REFERENCE ELEVATION 100'-0" = 815.10' U.S.G.S. 5. 6. 7. 8. INDICATES SPAN OF 1 1/2", 20 GAGE ROOF DECK.9. INDICATES TRAFFIC BEARING MEMBRANE. SEE ARCHITECTURAL DRAWINGS AND DECK WATERPROOFING SPECIFICATIONS. 10. A REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director TWL JMP 03/28/17 S102 SECOND LEVEL PLAN Project NumberSOUTH GARAGECARMEL REDEVELOPMENT COMMISSIONCARMEL, INDIANA 1/8" = 1'-0" SECOND LEVEL PLAN NORTH 1 # DESCRIPTION DATE 1 ADDENDUM No. 1 4/13/2017 A B 1 2 C 3 4 5 6 7 48' - 0"24' - 0"36' - 0"36' - 0"24' - 0"48' - 0" 216' - 0"61' - 9"61' - 9"123' - 6"RAMP DOWN RAMP UP RAMP UP RAMP DOWN 28" PRECAST DOUBLE TEEWITH 3" FIELD TOPPING SLAB28" PRECAST DOUBLE TEEWITH 3" FIELD TOPPING SLABPRECAST DOUBLE LEDGER BEAM 12" PRECAST SHEAR WALL PRECAST DOUBLE LEDGER BEAM 12" PRECAST LITE WALL 12' - 0"11' - 0 7/8"13 SPA AT 12'-0" = 156' - 0"11' - 4 1/8"11' - 8 3/4"12' - 0" 24" x 24" PRECAST COLUMN 24" x 24" PRECAST COLUMN2' - 0"9 SPA AT 6' - 3" = 56' - 3"2' - 0"P/C SHEAR CONNECTOR, SEE NOTE 5 10" PRECAST WALL/SPANDREL LOAD BEARING 8" PRECAST WALL 9" PRECAST WALL 9" PRECAST WALL 10" PRECAST WALL/SPANDREL 8" PRECAST WALL 9" PRECAST WALL 8" PRECAST WALL 9" PRECAST WALL 10" PRECAST WALL/SPANDREL LOAD BEARING 10" PRECAST WALL/SPANDREL 2 S500 REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director TWL JMP 03/28/17 S103 THIRD LEVEL PLAN Project NumberSOUTH GARAGECARMEL REDEVELOPMENT COMMISSIONCARMEL, INDIANANORTH 1/8" = 1'-0" THIRD LEVEL PLAN 1 # DESCRIPTION DATE 1 ADDENDUM No. 1 4/13/2017 A B 1 2 C 3 4 5 6 7 48' - 0"24' - 0"36' - 0"36' - 0"24' - 0"48' - 0" 216' - 0"61' - 9"61' - 9"123' - 6"RAMP DOWN TO LEVEL 2 RAMP UP RAMP UP TO LEVEL 4 RAMP DOWN 28" PRECAST DOUBLE TEEWITH 3" FIELD TOPPING SLAB28" PRECAST DOUBLE TEEWITH 3" FIELD TOPPING SLABPRECAST DOUBLE LEDGER BEAM 12" PRECAST SHEAR WALL PRECAST DOUBLE LEDGER BEAM 12" PRECAST LITE WALL 24" x 24" PRECAST COLUMN 24" x 24" PRECAST COLUMN P/C SHEAR CONNECTOR, SEE NOTE 5 10" PRECAST WALL/SPANDREL LOAD BEARING 8" PRECAST WALL 9" PRECAST WALL 9" PRECAST WALL 10" PRECAST WALL/SPANDREL 8" PRECAST WALL 9" PRECAST WALL 8" PRECAST WALL 9" PRECAST WALL 2' - 0"9 SPA AT 6' - 3" = 56' - 3"2' - 0"12' - 0"11' - 0 7/8"13 SPA AT 12'-0" = 156' - 0"11' - 4 1/8"11' - 8 3/4"12' - 0" 10" PRECAST WALL/SPANDREL LOAD BEARING 10" PRECAST WALL/SPANDREL REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director TWL JMP 03/28/17 S104 FOURTH LEVEL PLAN Project NumberSOUTH GARAGECARMEL REDEVELOPMENT COMMISSIONCARMEL, INDIANANORTH 1/8" = 1'-0" FOURTH LEVEL PLAN 1 # DESCRIPTION DATE 1 ADDENDUM No. 1 4/13/2017 A B 1 2 C 3 4 5 6 7 48' - 0"24' - 0"36' - 0"36' - 0"24' - 0"48' - 0" 216' - 0"61' - 9"61' - 9"123' - 6"RAMP DOWN TO LEVEL 2 28" PRECAST DOUBLE TEEWITH 3" FIELD TOPPING SLAB10" PRECAST SPANDREL/WALL 12" PRECAST SHEAR WALL 12" PRECAST LITE WALL 24" x 24" PRECAST COLUMN 24" x 24" PRECAST COLUMN P/C SHEAR CONNECTOR, SEE NOTE 5 10" PRECAST WALL/SPANDREL LOAD BEARING 8" PRECAST WALL 9" PRECAST WALL 9" PRECAST WALL 10" PRECAST WALL/SPANDREL 8" PRECAST WALL 9" PRECAST WALL 8" PRECAST WALL 9" PRECAST WALL 9 SPA AT 6' - 3" = 56' - 3"REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director TWL JMP 03/28/17 S105 FIFTH LEVEL PLAN Project NumberSOUTH GARAGECARMEL REDEVELOPMENT COMMISSIONCARMEL, INDIANANORTH 1/8" = 1'-0" FIFTH LEVEL PLAN 1 # DESCRIPTION DATE 1 ADDENDUM No. 1 4/13/2017 TYPICAL WALL REINFORCEMENT SEE WALL SECTIONS TYPICAL WALL REINFORCEMENT SEE WALL SECTIONS CORNER BARS CLASS B SPLICE WALL REINFORCEMENT (BOTH FACES) CORNER BARS CLASS B SPLICE CORNER BARS CLASS B SPLICE WALL REINFORCEMENT (MIDDLE) WALL REINFORCEMENT (INSIDE FACE) TYPICAL WALL REINFORCEMENT SEE WALL SECTIONS TYPICAL WALL REINFORCEMENT SEE WALL SECTIONS #4 #4 #4 #4 #4#4 TYPICAL WALL REINFORCEMENT SEE WALL SECTIONS TYPICAL WALL REINFORCEMENT SEE WALL SECTIONS PROVIDE CORNER BARS AS SHOWN. MATCH HORIZONTAL WALL REINFORCEMENT IN BAR SIZE AND SPACING. SEE APPLICABLE SECTIONS FOR REINFORCING STEEL CLEARANCES. TERMINATE HORIZONTAL WALL REINFORCEMENT 2" CLEAR FROM END WALL GRADE BEAMS: PROVIDE CORNER BARS FOR LONGITUDINAL REINFORCEMENT IN GRADE BEAMS AT CORNERS (WHERE THERE IS NO CONCRETE PIER) AS SHOWN IN THE ABOVE DETAIL "WALL REINFORCEMENT BOTH FACES". NOTES: 1. 2. 3. 4.O"IF OPTIONAL JOINT IS NOT USED, OMIT DOWELS, AND PROVIDE STANDARD 90˚ END HOOKS ON THESE BARS LAP SPLICE AS INDICATED IN THE SCHEDULE (AS REQUIRED) DOWELS TO MATCH HORIZONTAL WALL REINFORCEMENT IN SIZE AND SPACING (TYPICAL) OPTIONAL JOINT OPTIONAL JOINT 2" CLR STANDARD HOOK HORIZONTAL REINFORCEMENTSTANDARD HOOK WALL REINFORCEMENT (MIDDLE) WALL REINFORCEMENT (BOTH FACES) SEE APPLICABLE SECTIONS FOR WALL REINFORCEMENT AND REINFORCING STEEL CLEARANCES.1. NOTES: CONSTRUCTION JOINT HORIZONTAL WALL REINFORCEMENT CONTINUOUS THROUGH CONSTRUCTION JOINT THIS DETAIL APPLIES ONLY TO WALLS WITHOUT VERTICAL CONTROL JOINTS. SEE TYPICAL VERTICAL WALL CONTROL JOINT DETAIL FOR CONSTRUCTION JOINTS IN WALLS WITH VERTICAL CONTROL JOINTS. 1. NOTES: PLAN VIEW PLAN VIEW 1" AT FACE OF WALL 1 1/2" CLR SEE NOTE 1 CUT EVERY OTHER HORIZONTAL BAR (EACH FACE AT CONTROL JOINT) HORIZONTAL REINFORCING VERTICAL REINFORCING PROVIDE VERTICAL CONTROL JOINTS IN WALLS (W.C.J.) W HERE INDICATED ON PLANS, WITH UNIFORM SPACING ALONG THE LENGTH OF WALL. LOCATE VERTICAL CONSTRUCTION JOINTS IN WALLS WITH VERTICAL CONTROL JOINTS AT CONTROL JOINT LOCATIONS. FORM FOR CONTROL JOINT MAY BE LEFT IN PLACE ON SIDE WITH BACKFILL. EXTEND CONTROL JOINT FROM TOP OF FOOTING TO TOP OF WALL UNLESS OTHERWISE INDICATED. 1. 2. 3. 4. NOTES: 1 1/2" CLR 1/2" AT BACK OF STRIP REMOVABLE BEVELLED FORM EXPOSED FACE SEE NOTE 3 2" CLR STANDARD 90 DEG HOOK 2'-0" TYPICAL OR PROVIDE (2) #5 1 EACH FACE (2) #5 x 4'-0" 1 EACH FACE (2) #5 x 4'-0" 1 EACH FACE (2) #5 1 EACH FACE (2) #5 1 EACH FACE AT BOTTOM OF OPENING (2) #5 x 4'-0" 1 EACH FACE (2) #6 1 EACH FACE AT TOP OF OPENING (2) #5 x 4'-0" 1 EACH FACEOPENINGOPENING WHERE VERTICAL REINFORCEMENT IS INTERRUPTED BY THE OPENING, PROVIDE ONE-HALF OF THE INTERRUPTED BARS (FULL LENGTH( ON EACH SIDE OF THE UPENING IN PLACE OF THE (2) #5 INDICATED. CIRCULAR OPENINGS: PROVIDE ONLY THE REINFORCEMENT DETAILED ELSEWHERE. THIS DETAIL APPLIES TO OPENINGS IN CONCRETE WALLS, UNLESS DETAILED OTHERWISE. 1. 2. 3. NOTES: ELEVATION SEE FOUNDATIONS SECTION OF THE GENERAL NOTES FOR PREPARATION REQUIREMENTS FOR EARTH BEARING MATERIALS. 1. NOTES:2" CLR3" CLRT2" CLR(1) #5 x 4'-0" ADDITIONAL IN CONCRETE WALL FOR EACH MAT OF REINFORCING STEEL WALL FOOTING REINFORCEMENT, SEE SECTIONS 2 1 T3" CLRFOOTING STEP (F.S.), SEE FOUNDATION PLAN FOR TOP OF FOOTING ELEVATIONS AND LOCATIONSF.S.F.S.F.S.CONCRETE WALL CONCRETE FOOTING PLAN TIES (TYP.) 1 1/2" CLR. TO 3" CLR.4"8"PLACEMENT TIES (SEE NOTES 2 AND 3) 1/2 TYPICAL TIE SPACING (MAXIMUM) SEE NOTE 1 PROVIDE STANDARD 90° HOOK ON DOWELS OR 3" CLEAR WHERE HOOK LENGTH IS LIMITED BY FOOTING SIZE. SEE FOUNDATION PLAN FOR TOP OF FOOTING ELEVATION SEE CONCRETE COLUMN DETAILS OR SCHEDULE ON DRAWING S340 FOR COLUMN INFORMATION SEE COLUMN FOOTING SCHEDULE FOR FOOTING INFORMATION 1.PROVIDE FOOTING DOWELS THE SAME SIZE AND SPACING AS VERTICAL COLUMN REINFORCEMENT. 2.PROVIDE ADDITIONAL PLACEMENT TIES SPACED AT 12" IN FOOTINGS 3'-0" OR MORE IN THICKNESS. 3.PROVIDE INTERMEDIATE CROSS TIES WITH PLACEMENT TIES TO MATCH COLUMN DETAIL TIE ARRANGEMENT WITHIN FOOTING. NOTES: MECHANICAL TENSION BUTT SPLICE SEE CONCRETE COLUMN DETAILS OR SCHEDULE (SEE NOTE 5) TYPICAL TIE SPACING SEE CONCRETE COLUMN SCHEDULE TYP. 3" CLR. 4.A = 2'-0" FOR 1/2 OF VERTICAL BARS A = 4'-0" FOR 1/2 OF VERTICAL BARS 5.SEE DIVISION 3 OF THE SPECIFICATIONS FOR MECHANICAL TENSION BUTT SPLICE STANDARDS.SEE NOTE 4ASEE COLUMN SCHEDULE COLUMN FOOTING 1' - 6"1' - 6"8"3" CLR3" CLR(3) #5 x 3'-0" WALL FOOTING REINFORCEMENT, SEE SECTIONS SEE FOUNDATION PLAN FOR TOP OF FOOTING WALL FOOTING, SEE SECTIONS COLUMN & WALL FOOTINGS PLACED SEPARATELY 3" CLR3" CLRWALL FOOTING REINFORCEMENT, SEE SECTIONS SEE FOUNDATION PLAN FOR TOP OF FOOTING WALL FOOTING, SEE SECTIONS COLUMN & WALL FOOTINGS PLACED MONOLITHICALLY 2' - 0" 1' - 0" SEE FOOTING SCHEDULE COLUMN FOOTING 1' - 0" 2' - 0" (CONTRACTORS OPTION) FOOTING NOTES: 1.COMPACT ENGINEERED FILL SUPPORTING FOOTINGS TO 98 PERCENT MODIFIED MAXIMUM DRY DENSITY (ASTM D 1557) 2.COLUMN AND WALL FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE NET BEARING PRESSURE OF 6000 PSF AND 5000 PSF RESPECTIVELY. THE GEOTECHNICAL ENGINEERING TESTING FIRM SHALL VERIFY THAT THE SOIL BEARING CAPACITY IS ACCEPTABLE AT EACH COLUMN FOOTING AND AT 8'-0" INTERVALS ALONG WALL FOOTINGS AT THE INDICATED BEARING ELEVATIONS. SOIL MODIFICATION WITH AGGREGATE PIERS HAS BEEN ASSUMED TO ACHIEVE 6000PSF BEARING. 3.CENTER COLUMN AND WALL FOOTINGS UNDER THE COLUMN OR WALL ABOVE UNLESS OTHERWISE INDICATED. 4.PLACE FOOTINGS IN WOOD FORMS. UNLESS IT CAN BE SHOWN THAT FOOTING EXCAVATIONS ARE ADEQUATELY STABLE. 5.SEE GENERAL NOTES FOR CONCRETE 28 DAY COMPRESSIVE STRENGTH. 6.SEE GENERAL NOTES FOR REINFORCING STEEL GRADE. 7.PROVIDE CLASS B LAP SPLICES FOR LONGITUDINAL WALL REINFORCEMENT. 8.PROVIDE #4 TRANSVERSE BARS AT 6'-0" ON CENTER FOR WALL FOOTINGS, TO BE POSITIONED ON TOP OF THE LONGITUDINAL BARS, TO HOLD THEM SECURELY IN PLACE. 9.SEE TYPICAL COLUMN FOOTING DETAILS AND CONCRETE COVER REQUIREMENTS FOR REINFORCEMENT AND FOR INFORMATION REGARDING COLUMN AND PIER DOWELS, AND PLACEMENT TIES. 10.SEE TYPICAL COLUMN FOOTING DETAILS AND ANCHOR ROD PLACEMENT DETAILS FOR CONCRETE COVER REQUIREMENTS FOR PLACEMENT AND FOR INFORMATION REGARDING EMBEDMENT OF ANCHOR RODS. 11.SEE CONCRETE SCHEDULE AND GENERAL NOTES PERTAINING TO FOUNDATIONS, CONCRETE AND REINFORCING STEEL. MARK COLUMN FOOTING SCHEDULE SIZE BOTTOM REINFORCEMENT REMARKS F16 F17 (16) - #9 E.W. (17) - #10 E.W. 16'-0" x 16'-0" x 4'-0" 17'-0" x 17'-0" x 4'-0" F40 (40) - #10 x13'-6" (16) - #8x39'-6"40'-0" x 14'-0" x 3'-6" MARK WALL FOOTING SCHEDULE WIDTH x DEPTH BOTTOM REINFORCEMENT REMARKS WF2.5 WF3 2'-6" x 1'-6" 3'-0" x 1'-6" (4) - #5 LONGITUDINAL #5 AT 12" TRANSVERSE (4) - #5 LONGITUDINAL #5 AT 12" TRANSVERSE WF6 6'-0" x 2'-0"(6) - #5 LONGITUDINAL #7 AT 12" TRANSVERSE WF7 7'-0" x 2'-0"(7) - #5 LONGITUDINAL #7 AT 12" TRANSVERSE WF8 8'-0" x 2'-3"(7) - #5 LONGITUDINAL #8 AT 12" TRANSVERSE WF12 12'-0" x 3'-3"(15) - #6 LONGITUDINAL #9 AT 12" TRANSVERSE WF5 5'-0" x 1'-6"(5) - #5 LONGITUDINAL #6 AT 12" TRANSVERSE REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director TWL JMP 03/28/17 S300 TYPICAL FOUNDATION DETAILS Project NumberSOUTH GARAGECARMEL REDEVELOPMENT COMMISSIONCARMEL, INDIANA 1/2" = 1'-0" TYPICAL CORNER REINFORCEMENT FOR WALLS2 1/8" = 1'-0" TYPICAL CONCRETE WALL INTERSECTIONS3 1" = 1'-0" TYPICAL VERTICAL WALL CONSTRUCTION JOINT4 1" = 1'-0" TYPICAL VERTICAL WALL CONTROL JOINT5 1/8" = 1'-0" TYPICAL REINFORCING AT WALL OPENING6 1" = 1'-0" TYPICAL WALL FOOTING STEP DETAIL1 3/8" = 1'-0" TYPICAL CONCRETE COLUMN AT FOOTING7 1/4" = 1'-0" TYPICAL COLUMN / WALL FOOTING INTERSECTION9 1/4" = 1'-0" TYPICAL COLUMN / WALL FOOTING INTERSECTION10 # DESCRIPTION DATE T.F. 99' - 0" T.F. 92' - 6"1' - 0"T.W. 99' - 0" #4 AT 12" #5 AT 9"3" CLR2" CLR5" SLAB ON GRADE PRECAST CONCRETE WALL #3 TIES AT 48" EACH WAY 16' - 7"11" T.W. 99' - 0" T.F. 92' - 6" PRECAST WALL 2' - 7"#4 AT 12" #5 AT 9" #3 TIES AT 48" EACH WAY 10"1" T.F. 99' - 0" PRECAST WALL 2' - 7"1' - 7" #4 AT 12" #5 AT 9" #3 TIES AT 48" EACH WAY 11"8"2' - 0"1"10" T/MAT 92' - 6" 7 5/8" CMU WALL EMBED PLATE, COORDINATE WITH PRECAST SUPPLIER 5"T/MAT 92' - 6" T.W. 100' - 3" SLAB ON GRADE #5 AT 6" #5 AT 12"2' - 0"SEE S400 FOR CMU WALL REINFORCING 2" CLR PRECAST WALL 10" T.W. 99' - 0" T/SLAB 100' - 0" SLAB ON GRADE T/FTG SEE PLAN PRECAST WALL 3"2' - 7"10"8" 1' - 6" 1"9"1"10" T/SLAB 99' - 0" SLAB ON GRADE #4 AT 12" #5 AT 9" #3 TIES AT 48" EACH WAY #4 AT 12" #5 AT 9" #3 TIES AT 48" EACH WAY T/MAT 92' - 6" 1"1' - 4"8" T.W. 99' - 0" T.P. 96' - 4" T/MAT 92' - 6" LEAVE OUT SLAB RX WATERSTOP, TYPDBR, TYP #5 AT 6" #5 AT 12" SLAB ON GRADE T.W. 99' - 4" JOINT FILLLER, AND SEALANT TOPPING SLAB ON PRECAST 3"2' - 7"5"3"7 5/8" 2" CLR 7 1"10"2' - 9" T.P. 96' - 4" T.W. 99' - 0" REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director TWL JMP 03/28/17 S301 FOUNDATION DETAILS Project NumberSOUTH GARAGECARMEL REDEVELOPMENT COMMISSIONCARMEL, INDIANA 3/4" = 1'-0" SECTION1 3/4" = 1'-0" SECTION2 3/4" = 1'-0" SECTION3 3/4" = 1'-0" SECTION4 3/4" = 1'-0" SECTION5 3/4" = 1'-0" SECTION6 3/4" = 1'-0" SECTION7 3/4" = 1'-0" SECTION8 3/4" = 1'-0" SECTION10 3/4" = 1'-0" SECTION9 1 1 1 # DESCRIPTION DATE 1 ADDENDUM No. 1 4/13/2017 2 1/4" MIN. EMBEDMENT 2' - 0"1' - 4"1/2" DIA. DRILLED-IN ANCHORS (3 PER SIDE) GALVANIZED GRATING: 1/8" x 1 1/4" BEARING BARS AT 1 3/16" 4" CROSS BAR SPACING (PROVIDE UNDER SECTION 055000 METAL FABRICATIONS, OF THE PROJECT MANUAL) L3x2x1/4 LLV (GALV) ANCHORED TO 2 SIDES OF SUMP PIT TO SUPPORT GRATING (2) 3/4" DIA. EXPANSION ANCHORS AT 12" REINFORCEMENT NOT SHOWN 2"2"L4x4x5/16 ELEVATOR SILL ANGLE (CONTINUOUS FULL LENGTH OF HOISTWAY) T/SLAB EL. VARIES (SEE PLAN) NON-SHRINK GROUT AND ERECTION SHIMS BY PRECAST SUPPLIER EMBEDDED WELD PLATES BY PRECAST SUPPLIER PRECAST WALL GRADE TOP/FOOTING EL PER PLAN (4) #5, CONTINUOUS 10" 3' - 0"VARIES2" WASHSEE PLAN #4 AT 12"SEE SCHEDULE3" CLRC SEE PLAN SEE SCHEDULE2" WASHVARIES1'-0" 6" 6"2'-2" 3" 3" 8"1'-1"1"1/2"VARIES2" CLR3" CLR2" WASH3'-0"SEE PLAN1"2"TOP/SLAB EL VARIES, SEE PLAN EQUAL (4) - #5 AT 3", WALL PRECAST LIGHT DOWELS TO MATCH WALL VERTICALS, #5 AT 12" #7 AT 12" #4 AT 12" HORIZONTAL, EACH FACE #3 TIES AT 48" O.C. EACH DIRECTION DOUBLE TEE EQUAL EMBEDDED PLATE AND WELD PLATE CONNECTION BY PRECAST SUPPLIER CONTINUOUS TOP OF P/C AT RAMP PER PLAN TOP/FOOTING EL PER PLAN BACKFILL WITH FREE DRAINING GRANULAR MATERIAL DOWN TO FOOTING PER RECOMMENDATIONS OF GEOTECHNICAL REPORT 6"(MAX.)(MAX.) T/WALL EL PER PLAN T/SLAB EL PER PLAN LAP PER TABLE 1, SEE S100 1 1/2" CLR 1 1/2" CLR 3'-0" (TYP, U.N.O.)(TYP, U.N.O.)EMBEDDED WELD PLATES, SHIMS AND GROUT BY PRECAST SUPPLIER 3'-0" WASH 1" CLR.BOND BREAKER 3'-0" L #6 AT 12" (7)-4 TOP SEE FOOTING SCHEDULE FOR BOTTOM REINFORCEMENT SEE FOOTING SCHEDULE FOR BOTTOM REINFORCEMENT 1' - 2" BENTONITE WATERSTOP (4 SIDES) #6 AT 8" TOP AND BOTTOM (SHORT DIRECTION)#5 AT 12" TOP AND BOTTOM (LONG DIRECTION) #5 AT 12" VERT. #5 AT 12" HORIZ., TYP NOTE: 2.* VERIFY PIT SIZE AND DEPTH AND SUMP PIT SIZE AND LOCATION WITH ELEVATOR SUPPLIER. SEE PLAN FOR SLAB ON GRADE THICKNESS 1.WALL REINFORCEMENT INDICATED IS TYPICAL FOR ALL 4 SIDES OF ELEVATOR PIT. 2'-0" x 2'-0" x 1'-6" SUMP PIT BEYOND; PROVIDE 1 1/2" x 1 1/2" NOTCH FOR GRATING (2) #4, TYP #4 AT 12" 3'-6" TOP/CAST-IN-PLACE WALL PER PLAN AND PRECAST WALL LOCATIONS 9" PRECAST WALL EMBEDDED PLATES, SHIMS AND GROUT BY PRECAST SUPPLIER BOND BREAKER SEE FOUNDATIONPLAN FOR TOP OF MATSEE FOUNDATION PLAN FOR ELEVATOR PIT LAYOUT DIMENSIONS* 2'-0".11/2" 2" CLR.2" CLR.1 1/2" CLR.3" CLR2" CLRSEE PLANSEE PLAN7 10"8' - 8"1' - 5"7 5/8"7' - 2 3/8"10"1" SUMP PIT, SEE 1/S302 2' - 0"2' - 0"5 S302 REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director TWL JMP 03/28/17 S302 FOUNDATION DETAILS Project NumberSOUTH GARAGECARMEL REDEVELOPMENT COMMISSIONCARMEL, INDIANA 3/4" = 1'-0" ELEVATOR SUMP PIT DETAIL1 1 1/2" = 1'-0" ELEVATOR SILL ANGLE2 3/4" = 1'-0" SECTION3 3/4" = 1'-0" SECTION6 3/8" = 1'-0" SECTION5 1/4" = 1'-0" PLAN - ELEVATOR PIT4 1 1 11 # DESCRIPTION DATE 1 ADDENDUM No. 1 4/13/2017 7 5" SLAB ON GRADE PRECAST CONCRETE, TYP 10"1" 1"9" T.W. 99' - 0"T.W. 99' - 0" T/SLAB 100' - 0"2' - 7"T/SLAB 100' - 0" #4 AT 12" #5 AT 9" #3 TIES AT 48" EACH WAY #4 AT 12" #5 AT 9" #3 TIES AT 48" EACH WAY S303 3 AT SIM CONDITION 7 5" SLAB ON GRADE PRECAST CONCRETE, TYP T.W. 99' - 0"T.W. 99' - 0" T/SLAB 100' - 0"T/SLAB 100' - 0" 1"10"1"9" T/MAT 92' - 6" SLAB ON GRADE #4 AT 12" #5 AT 9" #3 TIES AT 48" EACH WAY #4 AT 12" #5 AT 9" #3 TIES AT 48" EACH WAY SLAB ON GRADE JOINT FILLLER, AND SEALANT TOPPING SLAB ON PRECAST 3"5"T.W. 99' - 4" REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director TWL JMP 03/28/17 S303 FOUNDATION DETAILS Project NumberSOUTH GARAGECARMEL REDEVELOPMENT COMMISSIONCARMEL, INDIANA 3/4" = 1'-0" SECTION1 3/4" = 1'-0" SECTION2 3/4" = 1'-0" SECTION3 1 1 # DESCRIPTION DATE 1 ADDENDUM No. 1 4/13/2017 SLAB ON GRADE: SEE GENERAL NOTES SHEET FOR CONCRETE MIX REQUIREMENTS SEE CONCRETE GENERAL NOTES AND DIVISION 3 OF THE SPECIFICATIONS FOR SLAB FINISHING AND CURING REQUIREMENTS. REFER TO GEOTECHNICAL REPORT FOR FILL MATERIALS, COMPACTION REQUIREMENTS, METHODS, AND FIELD QUALITY CONTROL. 1. 2. NOTES:5"PROVIDE MINIMUM OF 6" LAYER OF FREE DRAINING GRANULAR FILL MATERIAL, SEE NOTE 2 SLAB ON GRADE: SEE GENERAL NOTES SHEET FOR CONCRETE MIX REQUIREMENTS 2"SEE NOTE 2 LOCATE CONSTRUCTION JOINTS AT CONTROL JOINT LOCATIONS. APPLY LIQUID BONDBREAKER TO FULL DEPTH OF CONSTRUCTION JOINT. 1. 2. NOTES:5"4"JOINT TO BE TOOLED AND SEALED CONTINUOUS 2x4 SHEAR KEY SEE 1/S310 FOR ADDITIONAL INFORMATION SLAB ON GRADE: SEE GENERAL NOTES SHEET FOR CONCRETE MIX REQUIREMENTS COORDINATE TOOLING OF JOINT WITH SEALANT MANUFACTURER. (1/2" MAXIMUM RADIUS) 1. NOTES:5"1 1/4" MINIMUM1/4" MAXIMUM TOOLED AND SEALED CONTROL JOINT T4 (3/4" MIN)SLAB ON GRADE PRECAST TOPPING SLAB WELDED WIRE FABRIC CONTINUOUS ACROSS JOINT PRECAST DOUBLE TEE SLAB 2"T (3" MIN)1 1/2" CLRTOOLED AND SEALED CONTROL JOINT CENTERED OVER ALL PRECAST JOINTS FELT STRIP MASONRY WALL, SEE ARCHITECTURAL DRAWINGS FOR LOCATION AND EXTENT 6" COMPACTED FREE DRAINING GRANULAR MATERIAL SLAB ON GRADE PROVIDE THICKENED SLAB UNDER MASONRY WALLS NOT SUPPORTED BY A FOOTING. 1. NOTES: 6" THICKNESS WALL 6"6"1 2 EDGE OF SLAB WHERE MASONRY WALL OCCURS AT EDGE OF SLAB 3/4"TOP OF SLAB ELEVATION AT DRAIN 6" FREE DRAINING GRANULAR MATERIAL DRAIN, SET PRIOR TO CONCRETE POUR PIPE COLUMN ISOLATION SECTION. MINIMUM THICKNESS TO MATCH THICKNESS OF ADJACENT SLAB ON GRADE. PROVIDE JOINT FILLER BETWEEN COLUMN ISOLATION SECTIONS AND SLAB ON GRADE PER SECTIONS. PREPARE AND SEAL JOINT AS SPECIFIED IN DIVISION 7 OF THE PROJECT MANUAL. PROVIDE JOINT FILLER BETWEEN WALL AND SLAB ON GRADE. PREPARE AND SEAL JOINT AS SPECIFIED IN DIVISION 7 OF THE PROJECT MANUAL. "C.J." DENOTES CONTROL JOINT IN SLAB ON GRADE. SEE DETAIL 3/S310 (TYPICAL SLAB ON GRADE CONTROL JOINT). 1. 2. 3. 4. NOTES: NOTE 1 SLAB ON GRADE C.J.C.J.C.J.CONTROL OR CONSTRUCTION JOINT ON COLUMN CENTERLINES, TYP NOTE 3 NOTE 1 NOTE 1 NOTE 1 2" CLR, TYPNOTE 2 NOTE 2 NOTE 3 NOTE 22" CLR, TYPNOTE 2 8"8"1' - 0"3' - 6"SEE PLAN4"1 1/2" CLR3/16 3"GALVANIZED STEEL PIPE SLEEVE (HSS7.5x0.375) (1) - #4 x 3'-0" EACH SIDE OF PIPE (1) - #4 x 3'-0" EACH SIDE OF PIPE 1 2 (4) - 3/4" DIA x 6" LONG HEADED STUDS SEAL JOINT FILL PIPE WITH CONCRETE 6" DIA STANDARD WEIGHT STEEL PIPE (ASTM A53) PAINTED YELLOW WASH STRUCTURAL SLAB OR SLAB ON GRADE PER PLAN SEAL JOINT EPOXY COATED #4 DOWELS AT CORNERS AND AT 2'-0" MAX. ENTIRE PERIMETER. DRILLED IN DOWELS WITH 3" EMBEDMENT ALLOWED AT CONTRACTOR'S OPTION 2" CLR. AT SLAB ON GRADE 1 1/2" RADIUS PLANSEEPLANSEE.1' - 0"2D BONDBREAKER EITHER OF TWO CONSTRUCTION METHODS SHOWN IS ACCEPTABLE. SEE SLAB ON GRADE PLAN AND ARCHITECTURAL PLAN AND ELEVATIONS EXTENT AND LOCATION OF DEPRESSED SLAB AREAS 1. 2. NOTES: 6" FREE DRAINING GRANULAR FILL 1' - 0"2D 6" FREE DRAINING GRANULAR FILL SLAB DEPRESSION D (12" MAXIMUM).SLAB DEPRESSION D (12" MAXIMUM).CONNECTION BY PRECASTER PRECAST STAIR 5"7"2' - 0" (4)-#6 CONTINUOUS REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director TWL JMP 03/28/17 S310 TYPICAL SLAB ON GRADE DETAILS Project NumberSOUTH GARAGECARMEL REDEVELOPMENT COMMISSIONCARMEL, INDIANA 1 1/2" = 1'-0" TYPICAL SLAB ON GRADE CONSTRUCTION1 1 1/2" = 1'-0" TYPICAL SLAB ON GRADE CONSTRUCTION JOINT2 1 1/2" = 1'-0" TYPICAL SLAB ON GRADE CONTROL JOINT DETAIL3 1 1/2" = 1'-0" TYPICAL THICKENED SLAB AT MASONRY WALL4 1 1/2" = 1'-0" TYPICAL FLOOR DRAIN5 3/8" = 1'-0" TYPICAL ISOLATION JOINT DETAIL AT COLUMNS6 1" = 1'-0" TYPICAL BOLLARD DETAIL AT SLAB ON GRADE7 1" = 1'-0" TYPICAL CONCRETE CURB / ISLAND DETAIL8 1" = 1'-0" TYPICAL FLOOR RECESS9 1" = 1'-0" THICKENED SLAB AT PRECAST STAIR BASE10 1 # DESCRIPTION DATE 1 ADDENDUM No. 1 4/13/2017 AA3/4"1' - 8"1' - 8"3/4"1/2"1/2"6"6"6"1 1/2" CLR1 1/2" CLR5"1' - 4 7/16"11 9/16"3"3"1 1/2" CLR1 1/2" CLR1"1' - 0"1' - 0"1" 2' - 6" (TYP) BEARING PAD BY PRECAST SUPPLIER PRECAST DOUBLE LEDGER BEAM #4 BAR x 6'-6" AT 2'-0" O.C. EMBEDDED BARS AND/OR EMBEDDED WELD PLATE, CONNECTIONS BY PRECAST SUPPLIER WELDED WIRE FABRIC PER PLAN, TYP (INCLUDES JOINT) 3' - 0" NOMINAL 6' - 0" (INCLUDES JOINT) 3' - 0" NOMINAL 12' - 0" (INCLUDES JOINT)2' - 7"3" TOPPING SLAB2" SLAB2' - 2" STEMSEE PLAN SECTION A - A 2' - 7"5"2' - 2" STEM2" SLAB3" TOPPING SLAB3" WASH.18' - 0".18' - 0" DAPPED BEARING UNDAPPED BEARING 6" WIDE x 4" HIGH BLOCKOUT. ALIGN WITH TOP OF STEM (TYP) CAST-IN-PLACE CONCRETE WASH (TYP) 3" MINIMUM THICKNESS FIELD TOPPING SLAB SIDE ELEVATION EMBEDDED PLATE AND WELD PLATE CONNECTION BY PRECAST SUPPLIER WELDED WIRE FABRIC PER PLAN, TYP 3' - 0" WASH 6"1 1/2" CLR1 1/2" CLRSEAL JOINT PRECAST WALL CAST-IN-PLACE WASH/TOPPING SLAB (4) #5 BARS AT 3" CONTINUOUS PRECAST DOUBLE TEE 3' - 0" WASH 10" PRECAST WALL/SPANDREL EMBEDDED PLATE AND WELD PLATE CONNECTION BY PRECAST SUPPLIER 1/2" PRECAST DOUBLE TEE BEARING PAD BY PRECAST SUPPLIER1" CLRSEAL JOINT 1 1/2" CLRWELDED WIRE FABRIC PER PLAN, TYP #5 CONTINUOUS PAST COLUMNS REINFORCING STEEL BETWEEN COLUMNS LAP WITH COIL ROD INSERTS #5 BARS CONTINOUS AT 3", SEE PLAN CAST-IN-PLACE WASH/TOPPING SLAB 2' - 7"5"SEE PLAN SEAL JOINT BARS PER PLAN CAST-IN-PLACE WASH/TOPPING SLAB WELDED WIRE FABRIC PER PLAN, TYP EMBEDDED PLATE AND WELD PLATE CONNECTION BY PRECAST SUPPLIER 1/2"PRECAST DOUBLE LEDGER BEAM 10" BEARING PAD BY PRECAST SUPPLIER PRECAST WALL 6" 3' - 0" WASH TOOL AND SEAL JOINTDOOR JAMB BEYOND ELEVATION OF ADJACENT FLOOR OR STAIR BARS AT 3" CONTINUOUS DIRECTLY ON TEE SLAB FOR WIDTH OF DOOR OPENING ONLY. RAISE BACK UP TO 1" CLR EITHER SIDE AS SOON AS WASH IS DEEP ENOUGH FOR 1 1/2" TOP CLR (BARS SHALL NOT BE LAPPED WITHIN 2'-0" OF FLAT AREA) WASH BEYOND CAST-IN-PLACE WASH/TOPPING SLAB, WARP AT DOOR OPENING TO MATCH ADJACENT FLOOR ELEVATIONS PRECAST DOUBLE TEEDOOR OPENINGDOOR JAMB BEYOND ELEVATION OF ADJACENT FLOOR OR STAIR DOOR OPENING3' - 0" WASH 6"1/2" CLRWARP WASH AS NECESSARY TO MEET ADJACENT FLOOR ELEVATION AT DOOR BARS AT 3" CONT SEE PLAN WASH BEYOND CAST-IN-PLACE WASH/TOPPING SLAB1 1/2" CLRPRECAST DOUBLE TEE #4 x 2'-6" AT 12" 2" CLR WELDED WIRE FABRIC PER PLAN, TYP 1' - 0"3' - 0" WASH P/C SPANDREL EMBEDDED PLATE AND WELD PLATE CONNECTION BY PRECAST SUPPLIER BEARING PAD BY PRECAST SUPPLIER 3"3"2"10"1" 9"3' - 0" WASH P/C SPANDREL EMBEDDED PLATE AND WELD PLATE CONNECTION BY PRECAST SUPPLIER BEARING PAD BY PRECAST SUPPLIER 3"3"2"10"9"3' - 0" WASH 7' - 0"3"3"TOPPING SLAB #5 x 5'-0" AT 6" O.C. (3)-#5 HORIZONTAL PRECAST TEE REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director TWL JMP 10/13/16 S370 PRECAST FRAMING SECTIONS & DETAILS Project NumberSOUTH GARAGECARMEL REDEVELOPMENT COMMISSIONCARMEL, INDIANA 3/4" = 1'-0" SECTION3 1/2" = 1'-0" TYPICAL PRECAST DOUBLE TEE PROFILE7 3/4" = 1'-0" SECTION5 3/4" = 1'-0" SECTION1 3/4" = 1'-0" SECTION6 3/4" = 1'-0" SECTION8 3/4" = 1'-0" SECTION9 3/4" = 1'-0" SECTION2 3/4" = 1'-0" SECTION4 1" = 1'-0" SECTION10 1 # DESCRIPTION DATE 1 ADDENDUM No. 1 4/13/2017 FOR ALL OPENINGS AND RECESSES IN BOTH INTERIOR AND EXTERIOR NON-LOAD BEARING WALLS NOT SHOWN ON STRUCTURAL DRAWINGS. PROVIDE THE FOLLOWING LINTELS: LINTEL SCHEDULE NOTES: SEE ARCHITECTURAL PLANS, ELEVATIONS AND DETAILS, ETC, FOR LINTEL ELEVATIONS AND CLEAR OPENINGS, ETC. PROVIDE STEEL LINTELS WHERE SPECIFICALLY INDICATED AND FOR OPENINGS LARGER THAN COVERED BY THE LINTEL SCHEDULE. ALL MASONRY BEARING STEEL LINTELS SHALL BE ANCHORED WITH (1) 3/4" x 0'-4" HOOKED ANCHOR BOLT AT EACH END INTO GROUT. PROVIDE SLOTTED HOLES IN LINTEL. LINTELS WITH CLEAR SPAN OPENING OF 6'-0" OR LARGER, PROVIDE 100 PERCENT GROUT FILL FROM FOOTING (OR FLOOR BELOW) TO LINTEL BEARING. LINTELS WITH CLEAR SPAN OPENING LESS THAN 6'-0", PROVIDE SOLID OR GROUTED MASONRY TO A MINIMUM DEPTH OF 2'-8" BELOW THE LINTEL BEARING. ALL LINTELS SHALL BE CENTERED ON WALL THICKNESS, UNLESS OTHERWISE NOTED. BOTTOM LINTEL PLATE SHALL BE SHOP WELDED TO BEAM. ANCHOR MASONRY, ENCASING STEEL LINTEL BEAMS, WITH CHANNEL SLOTS AND ANCHORS, WELD CHANNEL SLOTS TO EACH SIDE OF BEAM WEB AT 32" O.C. PROVIDE ONE LONGITUDINAL ROW FOR BEAMS UP TO 18" IN DEPTH AND 2 ROWS FOR DEEPER BEAMS. ALL LINTELS EXPOSED TO WEATHER SHALL BE GALVANIZED. CONTINUOUS PLATE CONNECTED TO LINTEL BOTTOM FLANGE SHALL BE PROVIDED FOR THE FULL LENGTH OF THE LINTEL, UNLESS NOTED OTHERWISE. A. B. C. D. E. F. G. H. I. 1.STEEL LINTELS: 2.CMU BLOCK LINTEL: REINFORCE LINTEL BLOCK AS INDICATED IN THE "CONCRETE BLOCK LINTEL SCHEDULE" FOR THE WALL THICKNESS AND CLEAR SPAN. FILL WITH CONCRETE OR GROUT ( NOT MORTAR). JOINTING SHALL BE AS ADJACENT WALL. MINIMUM BEARING ON MASONRY WALL IS 8" EACH END, BUT NOT LESS THAN 1" OF BEARING PER FOOT WIDTH OF OPENING SPAN. LINTEL SHALL BE SHORED FOR 28 DAYS. PROVIDE 100 PERCENT GROUT FILL FROM FOOTING (OR FLOOR BELOW) TO LINTEL BEARING. CONTRACTOR HAS THE OPTION TO PROVIDE PRECAST CONCRETE LINTELS WITH SAME DIMENSIONS AND REINFORCING GIVEN IN LINTEL SCHEDULE FOR CONDITIONS CONCEALED BY ARCHITECTURAL FINISHES. A. B. C. D. E. F. G. USE WHERE MASONRY WALL IS EXPOSED IN A FINISHED ROOM. 3.OPENING IN BRICK (NEW AND EXISTING) PROVIDE LOOSE LINTEL LXxXxX FOR OPENINGS UP TO 6'-0" WIDE. AT OPENINGS GREATER THAN 6'-0" PROVIDE SHELF ANGLE WITH 8" BEARING EACH END BOLTED TO CMU BACKUP. SEE DETAIL BELOW. SEE ARCHITECTURAL AND MEP DRAWINGS FOR SIZE AND LOCATIONS OF PENETRATIONS IN NEW AND EXISTING BRICK. PROVIDE LINTELS FOR ALL PENETRATIONS LARGER THAN 1'-4". A. B. CMU LINTEL GROUT SOLID SEE SCHEDULE 1/2" DIAMETER GALVANIZED ADHESIVE ANCHOR AT 2'-0" O.C. 4 1/2" EMBEDMENT LXxXxX GALVANIZED SHELF ANGLE BEARING LENGTH = 8" AT EACH END LINTEL SCHEDULE LIGHT WEIGHT BLOCK NON-BEARING WALLS *NOMINAL BLOCK DIMENSION MARK WALL* THICK LINTEL* HEIGHT BOTTOM REINF. MAXIMUM CLEAR SPAN SECTION L1 6 8 L2 8 8 L3 8 16 (1) #5 (1) #6 (2) #4 (2) #6 (2) #4 (2) #6 4'-8" 4'-8" 5'-4" 5'-4" 9'-0" 10'-8" TYPE A TYPE A TYPE B REINFORCE PER SCHEDULE TYPE "A"1' - 4"FILL BOTH UNITS WITH GROUT AT THE SAME TIME BREAK WEBS OUT TO ALLOW PLACEMENT OF (2) #33"REINFORCE PER SCHEDULE USE SUPPORTS TO HOLD BARS IN PROPER POSTION TYPE "B" USE LINTEL SECTION THAT COINCIDES WITH OPENING CLEAR SPAN UNLESS OTHERWISE NOTED ON THE BUILDING ELEVATIONS. THE SCHEDULE ABOVE APPLIES ONLY TO LINTELS SUPPORTING MASONRY IN RUNNING BOND. PROVIDE LINTELS FOR ANY OPENING GREATER THAN 1'-4" TO BE CUT INTO EXISTING CMU WALL IN ACCORDANCE WITH THE SHCEDULE ABOVE. SHORE WALL ABOVE AS REQUIRED UNTIL NEW LINTEL IS INSTALLED. SEE ARCHITECTURAL AND MEP DRAWINGS FOR SIZE AND LOCATIONS OF PENETRATIONS. SEE 500 SERIES DRAWINGS FOR ADDTIONAL MISCELLANEOUS STEEL REQUIRED FOR LARGE OPENINGS. 1. 2. 3. 4. NOTES:7 5/8"3"1 1/2"(2) #3 VERTICAL REINF: TYPE I: #5 AT 24" TYPE II: #5 AT 48" (1) #5 (1) #5 (2) # 5 C.J. (1) # 5 (1) #5 ATTACH WALL TO STRUCTURE FRAMING ABOVE SEE TYPICAL ATTACHMENT DETAILS. (2) #5 AT NEXT TO TOP COURSE WALLS AND AT LEVEL OF ANY STRUCTURAL ATTACHMENTS. FILL TOP COURSE WITH GROUT PROVIDE 9 GAGE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. REINFORCING SHOWN IS TYPICAL AT ALL WALLS UNLESS NOTED OTHERWISE ON INDIVIDUAL BUILDING PLANS OR ELEVATIONS ON S54X SERIES DRAWINGS. SEE LINTEL SCHEDULE FOR GROUT AND REINFORCING ABOVE OPENINGS. LAP SPLICE HORIZONTAL JOINT REINFORCEMENT 12 INCHES. DOWEL INTO FOUNDATIONS WITH SAME BAR SIZE AND SPACING. CONTRACTOR HAS OPTION TO EMBED DOWELS DURING POUR. C.J. INDICATES CONTROL JOINT. SEE TYPICAL CONTROL JOINT DETAIL. SEE PLANS AND SPECIFICATIONS FOR ADDITIONAL CONTROL JOINT LAYOUT INFORMATION. TYPE I WALLS ARE WALLS EXPOSED TO VEHICULAR TRAFFIC. TYPE II WALLS ARE WALLS NOT DEFINED AS TYPE I WALLS. 1. 2. 3. 4. 5. 6. 7. NOTES: 2' - 0" (1) #5 AT ALL ENDS OF WALL AND EACH SIDE OF CONTROL JOINT SEE SCHEDULESEE SCHEDULE C.J. #5 AT 8" DOWELS AT TYPE I WALLS, SEE 11/S400 VERTICAL BAR AT ALL INTERSECTIONS PREFABRICATED WIRE JOINT REINFORCING AT 16" O.C. LAP WITH TYPICAL CONTINUOUS JOINT REINFORCING PREFABRICATED WIRE JOINT REINFORCING AT 16" O.C. LAP WITH TYPICAL CONTINUOUS JOINT REINFORCING CONTRACTOR HAS THE OPTION TO USE LADDER TYPE JOINT REINFORCEMENT 1 1/2" CLR3/4" CLRPROVIDE VERTICAL REINFORCING AT ALL CORNERS AND INTERSECTIONS USE REBAR POSITIONER HAREWARE AT 8'-0" O.C.LAP SPLICECORNER BARS TO MATCH SIZE OF HORIZONTAL WALL REINFORCING SEE INDIVIDUAL BUILDING PLANS FOR HORIZONTAL AND VERTICAL REINFORCING STEEL REQUIREMENTS. SEE GENERAL NOTES FOR REINFORCING STEEL CLEARANCES. 1. 2. NOTES: SINGLE HORIZONTAL BAR CONDITION LAP SPLICEBOND BEAM REINFORCING DOUBLE HORIZONTAL BAR CONDITION DOWELS TO MATCH AND LAP WITH BOND BEAM REINFORCING WALL THICKNESSS WALL THICKNESS USE REBAR POSITIONER HAREWARE AT 8'-0" O.C. LAP SPLICE STD. HOOK STD. HOOK LAP SPLICEGROUT CORE FULL HEIGHT INTERIOR OR EXTERIOR CMU INTERIOR NON-LOAD BEARING CMU EXTERIOR WALL JOINT STABLIZATION ANCHORS SEE SPECIFICATIONS VERTICAL BAR EACH SIDE OF CONTROL JOINT (TYPICAL)GROUT SOLID BUILDING PAPER BONDBREAKER OPTION 1 OPTION 2 OPTION 3 CONTROL JOINT MATERIAL SPECIAL CONTROL JOINT UNITS DISCONTINUE HORIZONTAL JOINT REINFORCEMENT AND BOND BEAM REINFORCEMENT AT CONTROL JOINTS 1. NOTES:LAP SPLICE SCHEDULESEE MASONRY WALL1"L8x4x1/2 x 1'-0" (GALV) AT 48" WITH (2) - 3/4" DIA. HILTI HY-150 (GALV), 3" MAX. DIA. OVERSIZE HOLES IN ANGLE AND OVERSIZED PLATE WASHER BOND BEAM WITH (2) - #4 CONT, SECOND BLOCK FROM TOP PRECAST SLAB OR BEAM (REINFORCING NOT SHOWN) EMBED PLATE (GALV) 1/2"x12"x1'-0" @ 48" WITH (4) - 3/4" DIA. HAS AT CMU EXPOSED TO VEHICULAR TRAFFIC PROVIDE #5 DOWELS AT 8", GROUT FIRST SIX COURSES SOLID, CONTINUOUS. VERTICAL DOWEL HEIGHT TO EXTEND TO TOP OF 6TH COURSE. #5 IN FULLY GROUTED CORES, LAP WITH DOWELS. SEE DETAIL 3/S400 FOR SPACING GROUT SOLID OR PROVIDE SOLID BLOCK AT EACH ANCHOR LOCATION HOOKED DOWEL OR DRILLED- IN DOWELS. MASONRY WALL REINFORCING LAP SPLICE SCHEDULE #3 #4 #5 #6 #7 18" 24" 30" 36" 48" REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director TWL JMP 10/13/16 S400 TYPICAL MASONRY DETAILS Project NumberSOUTH GARAGECARMEL REDEVELOPMENT COMMISSIONCARMEL, INDIANA 1" = 1'-0" LINTEL SCHEDULE NOTES1 1" = 1'-0" LINTEL SCHEDULE2 1/4" = 1'-0" TYPICAL CMU WALL REINFORCING3 1" = 1'-0" TYPICAL HORIZONTAL JOINT REINFORCING DETAIL4 1" = 1'-0" TYPICAL CMU WALL REINFORCEMENT5 1" = 1'-0" TYPICAL CMU WALL REINFORCEMENT6 1" = 1'-0" TYPICAL CONTROL JOINT DETAIL7 1" = 1'-0" TYPICAL CONTROL JOINT DETAIL8 3/4" = 1'-0" TYPICAL TOP AND BOTTOM CONNECTIONS9 1 # DESCRIPTION DATE 1 ADDENDUM No. 1 4/13/2017 36/7 PATTERN AT ALL INTERMEDIATE SUPPORTS 5/8" DIAMETER PUDDLE WELD AT 6" O.C. (TYP) S HE E T W ID TH 36" M A X IM U M W E LD R E Q 'D A T A LL S ID E LA P S U P P O R T P O IN T S (6) SIDELAP CONNECTIONS (#10 TEK SCREWS) BETWEEN EACH BEAM, TYPICAL 36/7 PATTER AT ALL END LAP SUPPORT POINTS AND BUILDING PERIMETER (ONE WELD PER 6" PARALLEL TO DECK SPAN) END LAPS SHALL OCCUR ONLY AT SUPPORT POINTS. WELD THRU MULTIPLE SHEETS AT ALL ENDS AND SIDE LAPS. DECK UNITS SHALL BE CONTINUOUS OVER AS MANY SPANS AS THE STRUCTURAL STEEL LAYOUT WILL PERMIT. 1. 2. 3. NOTES: C 1" Ø ROD WITH NO. 3 CLEVIS AND TURNBUCKLES 3/4" PLATE WOOD BLOCKING 1 1/2" ROOF DECK PRECAST CONCRETE PANEL SLOPE 1/4" / FT HSS8x4x1/4C15x33.9, SEE 10/S500 FOR SPLICE 1/4 TYP 3/4" PLATE 1/4 NOTE: SEE 3/S500 FOR TOP CANOPY SUPPORT AT STEEL COLUMN 6.6K 3.3K 6.6K 6.6K (7' - 8" AT SIM) 8' - 0" EL. 118' - 3 1/2" T.B. 111' - 3" (117' - 11 1/2 AT SIM) 45.00° C 3/4" PLATE WOOD BLOCKING 1 1/2" ROOF DECK PRECAST CONCRETE PANEL SLOPE 1/4" / FT HSS8x4x1/4C15x33.9, SEE 10/S500 FOR SPLICE 1/4 TYP 6.6K 3.3K 7 T.B. 111' - 3" (7'-8" AT SIM) 8' - 0" WELD ALL SIDES REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director Author Checker 04/13/17 S500 TYPICAL STEEL DETAILS Project NumberSOUTH GARAGECARMEL REDEVELOPMENT COMMISSIONCARMEL, INDIANA 1" = 1'-0" TYPICAL ROOF DECK FASTENING REQUIREMENTS1 3/4" = 1'-0" SECTION2 3/4" = 1'-0" SECTION3 1 1" = 1'-0" DETAIL4 # DESCRIPTION DATE 1 ADDENDUM No. 1 4/13/2017 BASE MATERIAL CONCRETE OR CONCRETE BLOCK GYPSUM CONCRETE OR CONCRETE BLOCK GYPSUM BASIS OF DESIGN: HILTI CONSTRUCTION CHEMICALS, INC. PENETRATING ITEM METAL PIPE STEEL, COPPER, CONDUIT OR EMT (SLEEVED OR UNSLEEVED) STEEL, COPPER, CONDUIT OR EMT STEEL, COPPER, CONDUIT OR EMT STEEL, COPPER, CONDUIT OR EMT STEEL, COPPER, CONDUIT OR EMT (SLEEVED) STEEL, COPPER, CONDUIT OR EMT INSULATED METAL PIPES STEEL, COPPER, CONDUIT OR EMT W/ GLASSFIBER INSULATION (SLEEVED OR UNSLEEVED) STEEL, COPPER, CONDUIT OR EMT W/ AB/PVC INSULATION (SLEEVED OR UNSLEEVED) STEEL, COPPER, CONDUIT OR EMT PIPE W/ GLASSFIBER INSULATION IN A SLEEVE STEEL, COPPER, CONDUIT OR EMT W/ GLASSFIBER INSULATION STEEL, COPPER, CONDUIT OR EMT W/ AB/PVC INSULATION STEEL, COPPER, CONDUIT OR EMT W/ GLASSFIBER INSULATION (SLEEVED OR UNSLEEVED) STEEL, COPPER, CONDUIT OR EMT PIPE W/ GLASSFIBER INSULATION IN A SLEEVE FIRE RATING 3 HR 4 HR 1 OR 2 HR 1 OR 2 HR 2 HR 4 HR 2 HR 3HR 4 HR 1 OR 2 HR 1 OR 2 HR 1 OR 2 HR 4 HR UL SYSTEM NO. CAJ 1155 CAJ 1226 WJ 1042 WL 1054 WL 1085 WL 1058 WL 1110 CAJ 5091 CAJ 5090 WJ 5029 WL 5029 WL 5028 WL 5025 WL 5073 APPROVED EQUALS: PRODUCT OF EQUIVALENT CHARACTERISTICS UL COMPLIANT WITH UL 1479 AND UL 2079, ASTM E1339. BASIS OF DESIGN HILTI PRODUCT FS-ONE FS ONE FS ONE FS ONE FS ONE FS ONE FS ONE FS ONE FS ONE FS ONE FS ONE FS ONE FS ONE W/ COLLAR FS ONE CONCRETE OR CONCRETE BLOCK GYPSUM CONCRETE OR CONCRETE BLOCK GYPSUM JOINTS CONCRETE BLOCK WALL TO METAL DECK (TOP OF WALL) GYPSUM WALL TO METAL DECK (TOP OF WALL TO ROOF) D13/A601 (TOP OF WALL TO FLOOR) PLASTIC & GLASS PIPE PVC, CPVC (CLOSED SYSTEM ONLY) PVC, CPVC , ABS, FRPP GLASS PIPE MAX 6" PVC, CPVC, ABS, FRPP (IN A SLEEVE) PVC, CPVC (CLOSED SYSTEM ONLY) PVC, CPVC, ABS, FRPP (CLOSED SYSTEM ONLY) 2 HR 1 OR 2 HR 1 OR 2 HR 3 HR 3 HR 3 HR 3 HR 1 OR 2 HR 1 OR 2 HR HWD-0008 HWD-1011 HWD-1003/-1011 CAJ 2141 CAJ 2109 CAJ 2118 CAJ 2110 WL 2098 WL 2078 WL 2075 FS ONE CP 601 OR FS ONE FS ONE CP 642 FS ONE CP 642 FS ONE CP 642 FS ONE GENERAL PROJECT NOTES SCOPE DRAWINGS AND SPECIFICATIONS, AS DEFINED BY THE INDIANA CONSTRUCTION INDUSTRY COUNCIL’S GUIDELINES, A. THE CONTRACTOR SHALL OBSERVE THE FOLLOWING: NOTHING SET FORTH IN THESE DRAWINGS SHALL RELEASE ANY CONTRACTOR FROM RESPONSIBILITY TO PROVIDE APPROPRIATE QUANTITIES, FIELD MEASUREMENTS, DIMENSIONAL STABILITY, INSTALLATION, ANCHORAGE AND COORDINATION WITH OTHER TRADES, OR WAIVE THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY AND RESOLVE DEVIATIONS FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, OR WAIVE THE CONTRACTOR'S RESPONSIBILITY TO ALERT THE ARCHITECT TO ERRORS OR OMISSIONS CONTAINED THEREIN. CONTRACTOR SHALL VERIFY IN THE FIELD ALL EXISTING APPLICABLE CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWINGS AND AS PERTINENT TO THE INTENT OF THESE DRAWINGS. ANY DISCREPANCY DISCOVERED SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY WORK AFFECTED BY, OR RELATED TO, SUCH DISCREPANCY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH, OR CAUSED BY FAILURE TO COMPLY WITH REQUIREMENT. CONTRACTOR SHALL REVIEW IN ADVANCE ALL PORTIONS OF THE WORK TO VERIFY THAT THE WORK WILL NOT PROHIBIT COMPLETION OF THE PROJECT AS INTENDED IN THESE CONTRACT DOCUMENTS. ANY QUESTIONS SHALL BE PROMPTLY REFERRED TO THE ARCHITECT FOR RESOLUTION. CONTRACTOR SHALL REFER TO THE PROJECT MANUAL FOR CLEANING AND DISPOSAL REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL SURFACES AND FINISHES AT INTERIOR AND EXTERIOR OF BUILDING. DAMAGED SURFACES AND FINISHES RESULTING FROM THE PERFORMANCE OF THE WORK SHALL BE REPAIRED AT NO COST TO THE OWNER BY THE RESPONSIBLE CONTRACTOR TO MATCH EXISTING TO THE SATISFACTION OF THE OWNER. CONTRACTOR SHALL BECOME COMPLETELY FAMILIAR WITH ALL ASPECTS OF THE WORK, EVEN THOSE AREAS DESIGNATED TO BE PROVIDED BY OTHERS. THIS FAMILIARIZATION INCLUDES FULL AND COMPLETE UNDERSTANDING OF THE WORK DESCRIBED ON ALL SHEETS OF THE DRAWINGS AND IN ALL SECTIONS OF THE PROJECT MANUAL. FAILURE BY THE CONTRACTOR TO BECOME COMPLETELY FAMILIAR AND COGNIZANT OF ALL ASPECTS OF THE WORK SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO PROVIDE MATERIALS, ASSEMBLIES, OR SERVICES INDICATED IN THE CONTRACT DOCUMENTS. B. THE CONTRACTOR SHALL PROVIDE THE FOLLOWING: ALL MATERIAL AND EQUIPMENT OF INDUSTRY STANDARD QUALITY, SPECIFIED OR NOT, AND WITH THE LIMITATION OF THE CONTRACT DOCUMENTS TO CAUSE THE INSTALLATION TO FUNCTION IN ACCORDANCE WITH THE INTENTION AND OBJECTIVE OF THE FINISHED PROJECT. ALL MATERIAL NECESSARY FOR EQUIPMENT TO FUNCTION IN A NORMAL AND ACCEPTABLE MANNER. ALL WORK REQUIRED TO CAUSE CONSTRACTOR’S OPERATIONS TO FIT AND COORDINATE WITH OTHER TRADES. ALL WORK REQUIRED TO COMPLY WITH GOVERNING CODES WITH RESPECT TO CONSTRACTOR’S ACTIVITY, EXCEPT FOR DESIGN CRITERIA INVOLOVING CAPACITIES AND BASIC DESIGN. WHEN NOT INDICATED IN THE CONTRACT DOCUMENTS, THE SIZING OF INTERCONNECT FACILITIES, SUCH AS DUCTS AND WIRING IN PIECES OF EQUIPMENT IN ORDER TO UTILIZE THE SPECIFIED CAPACITIES OF THE EQUIPMENT. WHEN NOT INDICATED IN THE CONTRACT DOCUMENTS, THE STANDARDS ESTABLISHED BY THE RECOGNIZED TRADE ASSOCIATION HAVING JURISDICTION FOR THE PRODUCT INCLUDED IN THE PROJECT SHALL GOVERN THE WORK. ALL UNSPECIFIED FIXTURES, ACCESSORIES AND / OR EQUIPMENT PROVIDED BY THE CONTRACTOR SHALL HAVE CUT SHEETS / DRAWINGS SUBMITTED TO THE ARCHITECT FOR APPROVAL. A. DO NOT SCALE THE DRAWINGS. REFER DISCREPANCIES TO ARCHITECT FOR FINAL DECISIONS. B. ALL DIMENSIONS SHOWN ARE TO FINISHED FACE OF WALL UNLESS NOTED OTHERWISE. DIMENSIONS DESIGNATED AS "CLR OR "CLEAR" INDICATE A CLEAR DIMENSION FROM FACE OF FINISH TO FACE OF FINISH. C. PROVIDE BRACING AND WOOD BLOCKING AS REQUIRED IN WALLS SUPPORTING CASEWORK, DISPLAY BOARDS, EQUIPMENT, RESTROOM ACCESSORIES, ETC. D. SEAL ALL JOINTS BETWEEN DISSIMILAR MATERIALS. E. ALL GYPSUM WALLBOARD IS 5/8" TYPE "X" UNLESS NOTED OTHERWISE. PROVIDE MOISTURE AND MOLD RESISTANT GYPSUM WALLBOARD IN WET AREAS AND EXTERIOR EXPOSURE AREAS. F. WHERE MOUNTING HEIGHTS ARE NOT INDICATED, MOUNT INDIVIDUAL UNITS OF WORK AT INDUSTRY RECOGNIZED STANDARD MOUNTING HEIGHTS, ADA AND ANSI A117.1 FOR THE PARTICULAR APPLICATION AND REFER QUESTIONABLE MOUNTING HEIGHT CHOICES TO ARCHITECT FOR FINAL DECISIONS. G. COORDINATE ENGINEERING DRAWINGS WITH ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS, AND REPORT DISCREPANCIES IMMEDIATELY TO ARCHITECT. H. CONFLICTS BETWEEN SPECIFICATIONS AND DRAWINGS SHALL BE COMMUNICATED TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMMENCEMENT OF THE WORK. I. SUPPLY, COORDINATE, AND INSTALL ACCESS DOORS, PANELS AND HATCHES IN CEILINGS, WALLS, AND FLOORS; AND NOTIFY ARCHITECT OF ANY CONFLICTS WITH FEATURES SHOWN ON DRAWINGS. J. PROVIDE WATER ROUGH-IN AND ELECTRICAL CONNECTIONS FOR OWNER-PROVIDED EQUIPMENT IN COMPLIANCE WITH MEP DRAWINGS. K. PROVIDE SLIP CHANNELS AT ALL LOCATIONS WHERE WALLS EXTEND TO A STRUCTURAL MEMBER ABOVE. L. DOORS ARE TO BE INSTALLED 4" FROM CORNER TO EDGE OF FRAME TYPICAL. M. PROVIDE MINIMUM CLEAR HEAD SPACE OF 8'-4" ON FIRST FLOOR OF GARAGE NORTH OF 3-LINE. REMAINDER OF GARAGE TO HAVE 7'-2" MINIMUM CLEAR HEAD SPACE. COORDINATE INSTALLATION HEIGHTS OF ALL MEP ITEMS. GENERAL PLAN NOTES EARTH NOTE: PATTERNS SHOWN REPRESENT CUT MATERIALS IN PLAN OR SECTION, UNLESS NOTED OTHERWISE BELOW. GRANULAR FILL CAST-IN-PLACE CONCRETE PRECAST CONCRETE, CAST STONE CONCRETE MASONRY UNIT BRICK MASONRY STONE: LIMESTONE, GRANITE, MARBLE OR AS NOTED METAL: TYPE AS NOTED METAL: ROLLED SHAPES WOOD FRAMING / BLOCKING: CONTINOUS WOOD SHIM FINISHED WOOD SHOWN CUT AND ELEVATION PLYWOOD PARTICLEBOARD EIFS SPRAYED FIREPROOFING SHOWN ON ROLLED SHAPE BATT INSULATION: THERMAL OR ACOUSTICAL, UNO RIGID INSULATION: THERMAL, ACOUSTICAL, OR SAFING SHEATHING: GYPSUM, OR AS NOTED GYPSUM WALL BOARD TILE: CERAMIC, QUARRY, UNO RESINOUS FLOORING: TERRAZO, TROWEL-ON, UNO ACOUSTICAL CEILING TILE GRATING SHOWN IN PLAN INSULATED GLASS: (SMALL SCALE) GRATING MEMBRANE: WATERPROOF, ROOF, DAMPPROOFING AIR BARRIER SYSTEM INSULATED GLASS: (DETAIL) TERRA COTTA, STRUCTURAL CLAY TILE CARPET, CARPET TILE (DETAIL) SAND, GROUT AS NOTED GLASS FIBER REINFORCED CONCRETE SIDING OR TRIM ENGINEERED WOOD: GLUE LAMINATED PLASTER ON METAL LATH WOOD FLOOR, WOOD SHINGLES, OR SIDING MATERIALS LEGEND (DETAIL VIEWS) (ELEVATION VIEWS)A101 1 SIM 1i 1'-0" Room Name XXXXX DETAIL NUMBER SHEET NUMBER DETAIL CALLOUT ELEVATION NUMBER SHEET NUMBER EXTERIOR ELEVATION TAG SECTION NUMBER SHEET NUMBER SECTION MARKER ATTRIBUTE WALL TYPE WALL TAG CEILING TYPE CEILING HEIGHT CEILING TAG1 1 DOOR ID NUMBER REFER TO DOOR SHEDULE SHEET ROOM NAME ROOM NUMBER ROOM TAG KEYED NOTE / PLAN NOTE DEMOLITION NOTE GLAZING TYPE NEW CONSTRUCTION EXISTING CONSTRUCTION DEMOLISHED CONSTRUCTION COL COLUMN GRID CONTROL JOINT SEALAND AND BACKER ROD X WALL FINISH TAG DENOTES DIFFERENT WALL FINISH LOCATION KIT OF PARTS NOTE 000000.00 TOILET ACCESSORYTX FURNITURE / EQUIPMENT TAGFX WINDOW TYPEX GL-X 1/ A101 1 A101 ELEVATION NUMBER SHEET NUMBER INTERIOR ELEVATION TAG SPEC SECTION REFERENCE NOTE NUMBER SYMBOLS LEGEND 1' - 0"3' - 6"33" TO 36"17" - 19"8" GRAB BARS TOILET PAPER DISPENSER SANITARY NAPKIN DISPOSAL WALL -MOUNTED OR FLOOR MOUNTED WATER CLOSET GRAB BARS 1' - 0" 3' - 0"34" MAX1' - 6"17" TO 19"1' - 3" PIPE INSULATION FOR ADA COMPLIANCE 29" MIN CLEAR40" MAX CLEAR3' - 0"1' - 6"42" MAX TO CONTROL3' - 5"1' - 6"42" MAX TO CONTROLTOILET ACCESSORY MOUNTING HEIGHTS NOTE: REFER TO PROJECT MANUAL FOR COMPLETE TOILET ACCESSORY SPECIFICATIONS. FIRE STOPPING SCHEDULE AND DETAILS WALL CONSTRUCTION FIRE SEAL MATERIAL AS REQUIRED FOR FIRE RATING FILLING ANNULAR SPACE PENETRATING ITEM CL. CARPET D.E.F.S. CPT. C.W. C.M. ACOUSTICAL AMERICANS W/DISABILITIES ACT AMERICANS W/DISABILITIES ACT ARCHITECT/ENGINEER C.I.P. C.F.C.I. B.O.W. A.P. A.V. A/E ADAAG ADA ACOUS. FINISH(ED) TBD TO BE DETERMINED WELDED WIRE FABRIC TEMPORARY TEMPERED TOP OF MASONRY TOP OF DECK TOP OF STEEL VERIFY IN FIELD VINYL COMPOSITION TILE WIDE/WIDTH WATER CLOSET TECHNICAL TOP OF CURB TELEPHONE TYPICAL TOP OF WALL TOP OF PAVEMENT TONGUE AND GROOVE UTILITY UNIT VENTILATOR VERTICAL UNLESS NOTED OTHERWISE WATER HEATER WOOD WITH VESTIBULE WEIGHT ANGLE MISCELLANEOUS CENTER LINE NUMBER WITHOUT # W.W.F. WD. W.H. WT. W/O FINISH OPENING FLOOR FLUORESCENTFLUOR. F.O. FLR. W.C. VIF W W W/ VEST. V.C.T. UTIL. U.N.0. U.V. V VERT. T&G T.M. T.S. T.P. TYP. U T.W. T.D. TMPRD. TEMP. T.C. TECH. TEL. TACK BOARD REFLECTED CEILING PLAN REFERENCE ROOF DRAIN RADIUS REFLECTED RIGHT HAND RESILIENT ROOM REINFORCED ROUGH OPENING SIMILAR SHEET SECTION SOAP DISPENSER SCHEDULE SQUARE FEET SQUARE SPECIFICATION SYMMETRICAL SUSPEND(ED) STRUCTURAL STORAGE STANDARD STAINLESS STEEL THICKNESS CENTERLINE E FINISH SYSTEM EXPOSED ELECTRICAL CONTRACTOR ELECTRICAL PANEL EXTERIOR INSULATION FAN COIL UNIT AND EQUIPMENT FURNISHINGS, FIXTURES FINISH FLOOR ELEVATION EACH ELEVATION EXPANSION JOINT EQUAL ENGINEER ELEVATOR/ELEVATION EXISTING EXTERIOR ELECTRIC WATER COOLER EQUIPMENT FABRICATE/FABRICATOR FIRE EXTINGUISHER FIRE HOSE CABINET FLOOR DRAIN FIRE EXTINGUISHER CABINET ELECTRIC/ELECTRICAL EXP. F.F.&E. FIN. F.H.C. F.F.E. F.E.C. F.E. F F.C.U. FAB. F.D. EXT. EQ. EQUIP. EXIST. E.W.C. E.P. ENGR. ELEV. E.J. EL. ELEC. E.I.F.S. E.C. EA. SHT. T.B. SUSP. SYM. T T. SIM. SQ. S.S. SPEC. STRUCT. STOR. STD. R.O. S S.D. SECT. SCHED. S.F. R.D. REF. REFL. RESIL. R.H. RM REINF. COLD WATER CONSTRUCTION MANAGER DIRECT EXTERIOR FINISH SYSTEM COORDINATE CONCRETE COLUMN CEILING CONCRETE MASONRY UNIT CONTRACTOR CONTINUOUS CERAMIC TILE CONSTRUCTION DETAIL DEPARTMENT DRINKING FOUNTAIN DOWN DIMENSION DISPENSER DRY MARKER BOARD DIAMETER DRAWING DOWNSPOUT D DN DWG. DS D.M.B. DIM. DISP. DEPT. DET. D.F. DIA. CONT. C.T. COOR. CONTR. C.M.U. CONC. CONST. COL. CLG. R.C.P. R R A AUDIO/VISUAL ACCESS PANEL BOTTOM OF WALL CONTRACTOR FURNISHED- CONTRACTOR INSTALLED CAST-IN-PLACE ADJUSTABLE AIR CONDITIONING ACOUSTICAL CEILING TILE ALTERNATE ALUMINUM ABOVE FINISHED FLOOR ARCHITECT/ARCHITECTURAL BOARD BASEMENT BUILDING BITUMINOUS CABINET CORNER GUARD CONTROL JOINT B C C.G. C.J. CAB. BLDG. BSMT. BITUM. BD. ALUM. ARCH. A.F.F. ALT. A.C.T. ADJ. A/C ACOUSTICAL CEILING PANELACP CLEAR(ANCE)CLR CMP COMPOSITE METAL PANEL FIRE-RESISTIVEF-R TOP OFT/O B/O BOTTOM OF ACCESSIBILITY GUIDELINES STEELSTL. M.D.F. MB. M.C. PROPERTY LINE OWNER FURNISHED- OWNER INSTALLED OWNER FURNISHED- CONTRACTOR INSTALLED LENGTH MARKER BOARD LONG LEG OUT LONG LEG VERTICAL LONG LEG HORIZONTAL MECH./ELECT./PLUMBING MEDIUM DENSITY FIBERBOARD MECHANICAL CONTRACTOR METAL MECHANICAL MAXIMUM MINIMUM MISCELLANEOUS MANHOLE MANUFACTURER(ING) MASONRY OPENING NUMBER NOT TO SCALE NOT IN CONTRACT NO APPLIED FINISH ON CENTER OVER ALL OPENING OPPOSITE HAND OUTSIDE DIAMETER PLASTER PAIR PARTICLE BOARD PLYWOOD PREFABRICATED PLASTIC LAMINATE QUARRY TILE PAINTED POUND LAVATORY LEFT HAND Q Q.T. P. LAM PLAS. PT. BD. PR. PWD. PREFAB. PTD. P.L. O.F.O.I. OPG. O.H. P O.F.C.I. O.C. O.A. O.D. O L M.O. MTL. N N.A.F. N.T.S. NO. N.I.C. M.E.P. MECH. MFR. MISC. MIN. M.H. L.L.V. M MAX. L L.L.O. L.L.H. LAV. LB. L.H. OPPOSITEOPP. GENERAL CONTRACTOR HEIGHT HOT WATER FACE OF BRICK FACE OF CONCRETE FACE OF BLOCK FIREPROOF FACE OF STUD FACE OF GYPSUM BD. FACE OF FINISH FIELD VERIFY GENERAL GAUGE GLASS FOOT/FEET HARDWARE HOSE BIBB HEIGHT HOLLOW METAL HORIZONTAL HEATING, VENTILATION & A.C. GYPSUM WALL BOARD GA. HT. H.W. HVAC HORIZ. HB HDWR. H.M. G.W.B./GWB H H. G.C. GEN. GL. F.O.G. G F.V. F.O.S. FPRF. FT. F.O.B. F.O.BR. F.O.C. F.O.F. INFORMATION INCANDESCENT INSIDE DIAMETER INTERIOR INSULATION INCAN. INFO. INT. INSUL. I I.D. JOIST BEARING JANITOR CLOSET JANITOR JOINT J.C. JST. BRG. JT. J JAN. ABBREVIATIONS DANDRID G E DREW WHI TEH I T AR-19400087 ARC TEC STATE OF No. DNDI NAA AIIREGISTERE D NDI NA AI H I TARC TECDANDRIDGEDREWWHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director CH CH 03/28/2017 A001 GENERAL NOTES, SYMBOLS AND LEGENDS 17003 Civil & Environmental Consultants, Inc. 530 East Ohio Street, Suite G 317.655.7777 Vector Consulting 1005 North Senate Avenue 317.632.4444 Fink Roberts & Petrie 9449 Priority Way West Drive, Suite 200 317.872.8400 Indianapolis, IN 46204 Indianapolis, IN 46202 Indianapolis, IN 46240 MIDTOWN SOUTH GARAGECARMEL REDEVELOPMENT COMMISSION580 VETERANS WAYCARMEL, INDIANA 46032SPECIALTY ACCESSORY SCHEDULE TYPE ITEM MFR / MODEL REMARKS PROVIDED BY INSTALLED BY SCALE: 1" = 1'-0"1 WALL PENETRATION # DESCRIPTION DATE ACOUSTICAL SEALANT BOTH SIDES 3-5/8" CONTINUOUS METAL RUNNER DEFLECTION TRACK CEILING AS OCCURS. REFER RCP 5/8" TYPE 'X' GYPSUM BOARD. EXTEND TO DECK 3-5/8" INTERIOR METAL FRAMING AT 16" O.C. EXTEND TO DECK UNFACED ACOUSTICAL BATT INSULATION FLOOR OR ROOF CONSTRUCTION. REFER TO WALL SECTIONS 3-5/8" CONTINUOUS METAL RUNNER TRACK ACOUSTICAL SEALANT AT PERIMETER OF BOTH SIDES (2) LAYERS 5/8" TYPE 'X' GYPSUM BOARD ON EACH SIDE. EXTEND TO DECK 3-5/8" INTERIOR METAL FRAMING AT 16" O.C. EXTEND TO DECK FLOOR LINE 4 7/8"5 5/8" FIRE RATING REF.DESIGN No. STC RATING TEST No.W2 ---47 NGC-2386 DESCRIPTION: 5/8" type X gypsum board applied vertically to each side of 3-5/8" steel studs 16" o.c. with 1" type S drywall screws 8" o.c. at vertical joints and 12" o.c. at floor and ceiling runners and intermediate studs. Joints staggered 24" on opposite side. Fill stud cavities with acoustical batt insulation. LINE OF CEILING UNDERSIDE OF STRUCTURE FIRE RATING REF.DESIGN No. STC RATING TEST No.W1 ----- DESCRIPTION: FIRE RATING REF.DESIGN No. STC RATING TEST No.W5 2 HR UL U412 -- DESCRIPTION: (2) layers of 5/8" type X gypsum board applied vertically to both sides of 3-5/8 steel studs 16" o.c. with 2" type S drywall screws 8" o.c. at vertical joints and 12" o.c. at floor and ceiling runners and intermediate studs. Joints staggered 24" on opposite side. Fill stud cavaties with R13 min. batt insulation. 3-5/8" CONTINUOUS METAL RUNNER TRACK ACOUSTICAL SEALANT AT PERIMETER OF BOTH SIDES CEILING AS OCCURS. REFER RCP ACOUSTICAL SEALANT BOTH SIDES 3-5/8" CONTINUOUS METAL RUNNER DEFLECTION TRACK 6" TYP.KRAFT-FACED R-13 BATT INSULATION FIRE RATING REF.DESIGN No. STC RATING TEST No.W4 ----- DESCRIPTION: 3-5/8" CONTINUOUS METAL RUNNER DEFLECTION TRACK CEILING AS OCCURS. REFER RCP 5/8" TYPE 'X' GYPSUM BOARD. EXTEND TO DECK 3-5/8" INTERIOR METAL FRAMING AT 16" O.C. EXTEND TO DECK 3" MINERAL FIBER INSULATION 3-5/8" CONTINUOUS METAL RUNNER TRACK 4 7/8" FIRE RATING REF.DESIGN No. STC RATING TEST No.W3 1 HR UL UL419 -- DESCRIPTION: 5/8" type X gypsum board applied vertically to each side of 3-5/8" steel studs 16" o.c. with 1" type S drywall screws 8" o.c. at vertical joints and 12" o.c. at floor and ceiling runners and intermediate studs. Joints staggered 24" on opposite side. Fill stud cavities with 3" mineral fiber insulation. FIRE RATING REF.DESIGN No. STC RATING TEST No.W6 ----- DESCRIPTION: FLOOR LINE 4 1/4" LINE OF CEILING UNDERSIDE OF STRUCTURE FIRE RATING REF.DESIGN No. STC RATING TEST No.F3 ----- DESCRIPTION: 5/8" type X gypsum board applied vertically to room side of 3-5/8" steel studs 16" o.c. with 1" type S drywall screws 8" o.c. at vertical joints and 12" o.c. at floor and ceiling runners and intermediate studs. Fill stud cavities with acoustical batt insulation. CEILING AS OCCURS. REFER RCP ACOUSTICAL SEALANT BOTH SIDES 3-5/8" CONTINUOUS METAL RUNNER DEFLECTION TRACK 6" TYP.FIRE RATING REF.DESIGN No. STC RATING TEST No.W8 ----- DESCRIPTION: FLOOR OR ROOF CONSTRUCTION. REFER TO WALL SECTIONS FLOOR OR ROOF CONSTRUCTION. REFER TO WALL SECTIONS FLOOR OR ROOF CONSTRUCTION. REFER TO WALL SECTIONS FIRE RATING REF.DESIGN No. STC RATING TEST No.W9 2 HR UL U905 -- DESCRIPTION: 7-5/8" cmu in running bond pattern with horizontal joint reinforcement at 16" o.c. vertically. Refer to structural for vertical reinforcement. 8" CMU. REFER TO STRUCTURE DRAWINGS FOR REINFORCEMENT FLOOR OR ROOF CONSTRUCTION. REFER TO WALL SECTIONS 5/8" TYPE 'X' GYPSUM BOARD. EXTEND TO DECK 3-5/8" INTERIOR METAL FRAMING AT 16" O.C. EXTEND TO DECK UNFACED ACOUSTICAL BATT INSULATION 3-5/8" CONTINUOUS METAL RUNNER TRACK ACOUSTICAL SEALANT AT PERIMETER OF BOTH SIDES 4 1/4" FIRE RATING REF.DESIGN No. STC RATING TEST No.F2 ----- DESCRIPTION: 5/8" type X gypsum board applied vertically to room side of 3-5/8" steel studs 16" o.c. with 1" type S drywall screws 8" o.c. at vertical joints and 12" o.c. at floor and ceiling runners and intermediate studs. CEILING AS OCCURS. REFER RCP 3-5/8" CONTINUOUS METAL RUNNER DEFLECTION TRACK FLOOR OR ROOF CONSTRUCTION. REFER TO WALL SECTIONS 5/8" TYPE 'X' GYPSUM BOARD. EXTEND TO DECK 3-5/8" INTERIOR METAL FRAMING AT 16" O.C. EXTEND TO DECK 3-5/8" CONTINUOUS METAL RUNNER TRACK 7 5/8" FIRE RATING REF.DESIGN No. STC RATING TEST No.W7 ----- DESCRIPTION: FIRE RATING REF.DESIGN No. STC RATING TEST No.F1 ----- DESCRIPTION: 5/8" type X gypsum board applied vertically to room side of 3-5/8" steel studs 16" o.c. with 1" type S drywall screws 8" o.c. at vertical joints and 12" o.c. at floor and ceiling runners and intermediate studs. Space studs 1" off of precast/CMU wall and spray foam R20 min. NOT USEDNOT USED NOT USED NOT USEDNOT USED 4 1/4"1" CEILING AS OCCURS. REFER RCP 3-5/8" CONTINUOUS METAL RUNNER DEFLECTION TRACK 5/8" TYPE 'X' GYPSUM BOARD. EXTEND TO DECK 3-5/8" INTERIOR METAL FRAMING AT 16" O.C. 3-5/8" CONTINUOUS METAL RUNNER TRACK SPAY FOAM INSULATION R-12.5 MIN. PRECAST CONCRETE PANEL SUBSTRATE A. VERIFY RATED WALLS WITH CODE COMPLIANCE PLAN, SHEET G002. B. ALL RATED WALL ASSEMBLY CONSTRUCTION SHALL BE SEALED WITH FIRE/SMOKE RATED SEALANT @ ALL JOINTS AND PENETRATIONS. REFER TO MECH. SHEET FOR SMOKE DAMPERS. C. ALL ACCOUSTICAL WALL ASSEMBLY CONSTRUCTION SHALL BE SEALED WITH SOUND SEALANT @ ALL JOINTS AND PENETRATIONS. D. WATER RESISTANT GYPSUM WALLBOARD SHALL BE USED IN LIEU OF TYPE 'X' GYPSUM WALLBOARD IN ALL LOCATIONS WHERE CERAMIC AND PORCELAIN TILE FINISH IS USED; AS WELL AS ALL RESTROOMS, KITCHEN, MECHANCAL ROOMS, APPARATUS BAY AND JANITOR CLOSETS. E. GAGE OF ALL INTERIOR METAL STUD FRAMING TO BE DESIGNED FOR 5 PSF WIND LOADS, STUD HEIGHT AND ADDITIONAL LOADING SUCH AS MILLWORK OR SUSPENDED ITEMS. F. ALL WALL FRAMING THAT EXTENDS ABOVE FINISH CEILING TO BE BRACED TO STRUCTURE ABOVE AT 4'-0" O.C. ALTERNATING DIRECTIONS AS LIMITING HEIGHTS REQUIRE. G. ALL WALL FRAMING NOTED TO EXTEND TO CEILING OR 6" ABOVE CEILING TO BE BRACED TO STRUCTURE AT 4'-0" O.C. ALTERNATING DIRECTIONS. H. REFER TO REFLECTED CEILING PLAN FOR CEILING MATERIALS AND HEIGHTS; REFER ROOM FINISH SCHEDULE FOR FINISHES AND SPECIAL INSTRUCTION. J. PROVIDE METAL TRIM OR ZIP-STRIPS AT THE EDGES OF ALL GYPSUM WALLBOARD WHERE IT ABUTS ANOTHER MATERIAL AND WHERE EDGES ARE EXPOSED TO VIEW. K. DIVIDE ALL GYPSUM WALLBOARD AREAS WITH CONTROL JOINTS NOT EXCEEDING 30 FEET IN EITHER DIRECTION OR AS SHOWNOTHERWISE. PROVIDE RATED CONTROL JOINTS IN FIRE RATED PARTITIONS. L. PROVIDE HIGH-IMPACT GYPSUM WALLBOARD IN ALL CORRIDORS, STAIRCASES AND LOBBY AND OTHER SPACES AS NOTED ON PLANS. M. PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. AT MASONRY WALLS. PROVIDE VERTICAL REINFORCEMENT PER STRUCTURAL DRAWINGS AND SPECIFICATIONS. W1WALL TYPE -REFER SCHEDULE ON A002 TYPICAL WALL NOTES WALL TYPE SYMBOL X HEIGHT ATTRIBUTE A - WALL TO 6" ABOVE CEILING C - WALL TO CEILING XX' - HEIGHT IN FEET **IF NO ATTRIBUTE: CONSTRUCT WALL TO STRUCTURE. STANDARD SYSTEMS SHAFTWALL SYSTEMS NOTE: * = AT FRAMING EXCEEDING 12'-0" HEIGHT, PROVIDE BRACING LINTEL SCHEDULE U.N.O.FRAMING1 5/8" 2-1/2" 2-1/2" 2-1/2" 3-5/8" 3-5/8" 3-5/8" 6" 6" 6" 2-1/2" C-H STUDS 2-1/2" C-H STUDS 2-1/2" C-H STUDS 4" C-H STUDS 4" C-H STUDS 6" DBL E STUDS 6" DBL E STUDS </= 6'-0" > 6'-0" - </= 8'-0" > 8'-0" - </= 10'-0"DEPTHAT MID HEIGHT LOCATION, BUT NOT TO EXCEED 12'-0" MAX. SPAN 25--(0.0179") 25--(0.0179") 22--(0.0270") 20--(0.0329") 25--(0.0179") 22--(0.0270") 20--(0.0329") 25--(0.0179") 22--(0.0270") 20--(0.0329") 25--(0.0199") 22--(0.0294") 20--(0.0341") 25--(0.0199") 20--(0.0341") 25--(0.0199") 20--(0.0341")FRAMINGGAUGESTUD 16" 24" 16" 24" 16" 24" 16" 24" 16" 24" 16" 24" 16" 24" 16" 24" 16" 24" 16" 24" 24" 24" 24" 24" 24" 24" 24" 2-4"X16GA. METAL CEE STUDS 2-6"X18GA. METAL CEE STUDS 2-6"X16GA. METAL CEE STUDSSPACINGALLOWABLE L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 LINTEL SIZEDEFLECTIONFURRING2 HOUR1 LAYER8'-3" 7'-3" 11'-0" 9'-9" 12'-0" 10'-6" 13'-0" 11'-6" 14'-6" 12'-9" 16'-0" 14'-0" 17'-3" 15'-0" 20'-0" 15'-0" 25'-3" 22'-0" 26'-6" 23'-3"RATED12'-1" 14'-11" 15'-3" 16'-11" 18'-2" 26'-3" 28'-0"ONE SIDE*PARTITION1 HOUR1 LAYER9'-6" 8'-3" 12'-6" 10'-9" 13'-0" 11'-6" 14'-0" 12'-3" 16'-0" 13'-6" 17'-3" 15'-0" 18'-3" 16'-0" 20'-0" 15'-0" 26'-0" 22'-9" 27'-6" 24'-0"RATED11'-8" 13'-7" 14'-0" 15'-10" 17'-6" 25'-3" 28'-0"EACH SIDEPARTITION2 LAYERS10'-6" 8'-9" 13'-6" 11'-3" 14'-0" 12'-3" 14'-9" 13'-0" 16'-9" 13'-6" 18'-0" 15'-9" 19'-0" 16'-6" 20'-0" 15'-0" 23'-9" 20'-9" 25'-6" 22'-3"EACH SIDEINTERIOR WALL LIMITING HEIGHTS REFER FLOOR PLAN FOR PARTITION TYPE EXTEND GYPSUM WALLBOARD TO 1/2" OF DECK AND INSTALL ACOUSTICAL SEALANT DEFLECTION TRACK ATTACHED WITH ANCHORS AT 2'-0" O.C. DO NOT ATTACH GYPSUM WALLBOARD TO TOP TRACK COMPOSITE FLOOR OR ROOF ASSEMBLY REFER FLOOR PLAN FOR PARTITION TYPE CUT GYPSUM WALLBOARD TO FIT DECK FLUTES DEFLECTION TRACK ATTACHED WITH ANCHORS AT 2'-0" O.C.DO NOT ATTACH GYPSUM WALLBOARD TO TOP TRACK COMPOSITE FLOOR OR ROOF ASSEMBLY 1/2" NOM. GAP. FILL WITH ACOUSTICAL SEALANT .1/4" JOINT TYP. METAL CONTROL JOINT 5/8" GYPSUM WALLBOARD CONTROL JOINT NON-RATEDGYPSUM PARTITION AT STRUCTURE - PARALLEL GYPSUM PARTITION AT STRUCTURE - PEPENDICULAR J-MOLD TYP REFER FLOOR PLAN FOR PARTITION TYPE LATERAL SUPPORT (CLIP ANGLE OR ADJUSTABLE ANCHOR) FLOOR ASSEMBLY AS OCCURS CMU PARTITION AT STRUCTURE BOND BEAM COMPRESSABLE FILLER IN OPEN JOINT AND BETWEEN FLUTES. PROVIDE RATED FILLER AT RATED WALLS1"STRUCTURAL FLOOR OR ROOF ASSEMBLY 6"WALL HEIGHT C = EXTEND TO BOTTOM OF CEILINGWALL HEIGHT A = EXTEND WALL TO 6" ABOVE CEILINGWALL HEIGHT S = EXTEND WALL TO BOTTOM OF STRUCTURAL DECKTYPICAL INTERIOR WALL SECTION CEILING WHERE OCCURS BRACE TO STRUCTURE AT 4'-0" O.C. AT PARTIAL HEIGHT WALLS METAL STUDS. PROVIDE WIDTH PER WALL TYPE AND GAGE AS REQUIRED FOR HEIGHT 5/8" GYPSUM WALLBOARD TYP. BOTH SIDES (USE TYPE X FOR RATED ASSEMBLIES) SOUND ATTENUATION INSULATION AS SPECIFIED PER WALL TYPE CONTINUOUS METAL RUNNER TRACK ACOUSTICAL SEALANT AT ALL JOINTS DANDRID G E DREW WHI TEH I T AR-19400087 ARC TEC STATE OF No. DNDI NAA AIIREGISTERE D NDI NA AI H I TARC TECDANDRIDGEDREWWHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director JK CH 03/28/2017 A002 INTERIOR WALL TYPES AND DETAILS 17003 Civil & Environmental Consultants, Inc. 530 East Ohio Street, Suite G 317.655.7777 Vector Consulting 1005 North Senate Avenue 317.632.4444 Fink Roberts & Petrie 9449 Priority Way West Drive, Suite 200 317.872.8400 Indianapolis, IN 46204 Indianapolis, IN 46202 Indianapolis, IN 46240 MIDTOWN SOUTH GARAGECARMEL REDEVELOPMENT COMMISSION580 VETERANS WAYCARMEL, INDIANA 46032SCALE: 3/4" = 1'-0" INTERIOR WALL TYPES LEGEND SCALE: 1 1/2" = 1'-0"02 TYPICAL INTERIOR WALL DETAILS SCALE: 1 1/2" = 1'-0"01 TYPICAL INTERIOR WALL SECTION # DESCRIPTION DATE 1 ADDENDUM No. 1 4/13/2017 1 UP UP 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. 76521 A B C 4 48' - 0"24' - 0"36' - 0"36' - 0"24' - 0"48' - 0" 01 A301 01 A301 216' - 0" SPEED RAMP 9.375% 3 12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0" 60' - 0"120' - 0"36' - 0" STAIR 2 ST2-1 0' - 0" STAIR 1 ST1-1 ELEV. EL1-1 STAIR 3 ST3-1 ELECTRICAL 101 NOTE: REFER TO A130 SERIES DRAWINGS FOR PARKING COUNTS AND STRIPING NOTES.123' - 10"4"61' - 9"61' - 9"0' - 0" A120 01 A121 01 828.5 828.5 FIRST FLOOR ELEVATION: 100'-0" = 828.5' 828.4A122 01 03 A301 03 A301 828.50 216' - 0" 02 A202 RISER RM. 102 12' - 0"24' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"02A20101 A202 828.50 0' - 6" 829.00 TRANSITION RAMP 4.2% OPEN BELOW RAMP TO STORM DETENTION AREA01A201 5' - 6"8' - 4 3/8"6' - 3"12' - 0"7' - 0 3/8"23' - 10 1/4"5' - 1 3/8"12' - 0"12' - 0"12' - 0"12' - 0"7' - 10"8' - 1"11' - 11"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"3' - 11"12' - 0"12' - 0"12' - 0"12' - 0"11' - 11"OFFICE BUILDOUT SPACE 103 W9 W2 W2 W9 W8 104ST3-1AST3-1 100103103A103B103C 103D 102IT ROOM 104101 2' - 4"F1 F1 F1W5S 15' - 3"11' - 10"10"15' - 10"NOTE: REFER TO A110 FOR OFFICE TENANT BUILDOUT DRAWINGS.ST2-1A12' - 0" P12 P12 NOTE: OFFICE BUILDING IS NOT IN PROJECT SCOPE. P01 P01 4' - 0 3/8"4' - 6 1/2"2' - 0 1/8"4' - 6 1/2"12' - 0 1/8"12' - 0" P09 P09 P09 P09 828.50'P09 827.50'827.50' 828.16' 828.50' PERIMETER TYP. 828.50' PERIMETER TYP. P22 P22 P06 P06 4' - 2 7/8"5' - 8 3/4"2' - 0 1/4" GARAGE FIRST FLOOR 100 DASHED LINE INDICATES FOUNDATION R-10 RIGID INSULATION AROUND PERIMETER TO TOP OF FOOTING AND R-15 RIGID FOR A DISTANCE OF 2'-0" HORIZONTAL BENEATH CONCRETE SLAB. REFER TO DWG 06/A310 FOR MANHOLE DETAIL 1' - 4"15' - 6"REFER TO DWG 07/A310 FOR MANHOLE LADDER DETAIL REFER TO DWG 06/A310 FOR MANHOLE DETAIL REFER TO DWG 07/A310 FOR MANHOLE LADDER DETAIL 6' - 0"1' - 4"02 A301 02 A301 CMU WALL BETWEEN TOP OF PRECAST WALL AND BOTTOM OF PRECAST FLOOR STRUCTURE ABOVE TYPICAL ALONG WEST WALL OF OFFICE BUILDOUT4' - 6" TYP.3' - 6"P28 4' - 0"11' - 1"4' - 6" TYP.8' - 0"4' - 6" TYP.6' - 1 3/4" 4' - 6" TYP. P28 4' - 6" TYP.6' - 6"P30 P30 MECHANICAL EQUIPMENT P28 5' - 6"4' - 6"4' - 6"7' - 0"1 PROVIDE 3M FILM OVER IT ROOM WINDOWS.2 FIRST LEVEL 0'-0" 828.50 15' - 0".10' - 8".10' - 8".SECOND LEVEL 15'-0" 843.50 THIRD LEVEL 25'-8" 854.17' FOURTH LEVEL 36'-4" 864.83' TOP OF RAMP DANDRID G E DREW WHI TEH I T AR-19400087 ARC TEC STATE OF No. DNDI NAA AIIREGISTERE D NDI NA AI H I TARC TECDANDRIDGEDREWWHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director CH CH 03/28/2017 A101 FIRST FLOOR CONSTRUCTION PLAN 17003 Civil & Environmental Consultants, Inc. 530 East Ohio Street, Suite G 317.655.7777 Vector Consulting 1005 North Senate Avenue 317.632.4444 Fink Roberts & Petrie 9449 Priority Way West Drive, Suite 200 317.872.8400 Indianapolis, IN 46204 Indianapolis, IN 46202 Indianapolis, IN 46240 MIDTOWN SOUTH GARAGECARMEL REDEVELOPMENT COMMISSION580 VETERANS WAYCARMEL, INDIANA 46032PLAN KEYNOTES P01 DASHED LINE INDICATES CANOPY ABOVE. P02 MIDTOWN OFFICE CANOPY - NOT IN CONTRACT. P03 4-1/2" EXTERIOR ALUMINUM AND GLASS STOREFRONT SYSTEM. REFER TO ELEVATIONS FOR GLAZING TYPE AND MULLION SPACING. P04 PRECAST CONCRETE STAIRCASE. REFER TO PRECAST DRAWINGS. P05 MIDTOWN OFFICE BUILDING - NOT IN CONTRACT. P06 BICYCLE RACK TO BE SARIS STACK RACK 20" SPACING. PROVIDE SPACES FOR 50 BICYCLES TOTAL. P07 MOP SINK. REFER TO PLUMBING DRAWNGS. P08 ELEVATOR MACHINE-ROOM-LESS TYPE - REFER TO SPECS. INTERIOR FLOOR FINISH OF CAB TO BE: DAL TILE, NOIR LINEN P689, 12X12 WITH MAPEI CHARCOAL 47 GROUT. P09 FLOOR DRAIN. REFER TO PLUMBING DRAWINGS. COORDINATE LOCATION WITH PRECAST AND TOPPING SLAB SLOPES. P10 HOLLOW METAL WINDOW. REFER TO GLAZING ELEVATIONS. P11 ELEVATOR EQUIPMENT. COORDINATE WITH ELEVATOR SPECS AND MEP DWGS. P12 WALL MOUNTED FIRE EXTINGUISHER CABINET - REFER TO SPECS. P13 GALVANIZED TUBE STEEL GUARDRAIL TYPICAL AT ALL OPENINGS. REFER TO TYPICAL DETAIL 11/A125. P14 1-1/2" TUBE STEEL GUARDRAIL W/STAINLESS STEEL CABLES. FERRULES, STUDS. 1-1/2" DIAM. STEEL PIPE HANDRAIL. (TYPICAL ON FLOORS 1-2 ONLY). (PAINT P1). MOUNT TO SIDE OF PRECAST CONCRETE STAIRS. P15 1-1/2" DIA. STEEL PIPE GUARDRAIL/HANDRAIL SIDE MOUNTED TO PRECAST STAIRS (PAINT P1). P16 1-1/2" DIA. STEEL PIPE HANDRAIL ATTACHED TO PRECAST OR CMU WALL. P17 PROVIDE 42" TALL GUARDRAIL INFILL AT STOREFRONT OPENINGS AT LANDINGS AND STAIR RUNS. INSET GUARDRAIL INTO WINDOW OPENING. TOP OF RAIL TO BE PARALLEL WITH FLOOR OR STAIR RUN. P18 4" WIDE PAINTED STRIPS AT 45 DEGREES; COLOR - YELLOW. P19 PAINTED PARKING STRIPE; COLOR - YELLOW. TYPICAL. P20 ADA PAINTED PARKING GRAPHIC; COLOR - BLUE. P21 PAINTED DIRECTIONAL ARROW; COLOR - YELLOW. P22 SLOPE TOPPING SLAB TO TRAIN. 2% MAX. P23 HATCHED AREA DENOTES TRAFFIC BEARING MEMBRANE INSTALLED ON CONCRETE DECK ABOVE ENCLOSED SPACE ABOVE. TURN MEMBRANE UP ADJACENT WALLS 6" MIN. P24 EXTERIOR BLADE SIGN - COORDINATE WITH SIGN CONSULTANT. PROVIDE ELECTRICAL. CENTER ON PRE-CAST CONCRETE PANEL. P25 42" GUARDRAIL CLOSURE AT FIRST FLOOR WITH GATE. PROVIDE HASP AND LATCH. P26 DOWNSPOUT. TIE INTO FLOOR DRAIN. REFER PLUMBING DRAWINGS. P27 2-1/4" EXTERIOR ALUMINUM AND GLASS STOREFRONT SYSTEM. REFER TO ELEVATIONS FOR GLAZING TYPE AND MULLION SPACING. P28 PIPE BOLLARD WITH PLATE THRU-BOLTED TO PRECAST GARAGE STRUCTURE. P29 DRY STANDPIPE. REFER TO PLUMBING DRAWINGS P30 ROOF LEADER PIPING. PROVIDE PAINTED STEEL PIPE PROTECTION - 055000. SCALE: 1/8" = 1'-0"01 FIRST FLOOR CONSTRUCTION PLAN SCALE: 3/32" = 1'-0" ISOMETRIC # DESCRIPTION DATE 1 ADDENDUM No 1 4/17/2017 2 ADLS COMMENTS 5/11/2017 UPUP UP 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. 76521 A B C 4 01 A301 01 A301 RAMP DN RAMP UP RAMP DOWN 123' - 6"3 NOTE: REFER TO A130 SERIES DRAWINGS FOR PARKING COUNTS AND STRIPING NOTES. 10' - 8" 10' - 8" 15' - 0" 15' - 0" 12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"24' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 1"11' - 11"12' - 0"12' - 0" 60' - 0"120' - 1"35' - 11" STAIR 2 ST2-2 ELEV. EL1-2 STAIR 1 ST1-2 OPEN TO LEASE SPACE BELOW A120 02 A121 04 A122 02 03 A301 03 A301 02 A202 02A20101 A202 01A201ST2-2ST1-217' - 3 5/8"12' - 0" W9 W9 839.17 839.17 843.50 843.50 P12 P09 P09 P09 P12 P09 P09 P23 P23 P13 P13 P13 P13 TYP. AT EACH OPENING TYP. AT EACH OPENING TYP. AT EACH OPENING TYP. AT EACH OPENING 01 A310 A125 07 SIM 8' - 0"46' - 5 1/2"8' - 0"11' - 11" ALIGN END OF CANOPY W/PANEL JOINT P01 P01 P01 ALIGN END OF CANOPY W/ PANEL JOINTST3-2P03 P03 P03 STAIR 3 ST3-2 NOTE: OFFICE BUILDING IS NOT IN PROJECT SCOPE. GARAGE SECOND FLOOR 200 02 A301 02 A301 10' - 6"3' - 2"4' - 6"7' - 0"P28 P30 P30 FIRST LEVEL 0'-0" 828.50 15' - 0".10' - 8".10' - 8".SECOND LEVEL 15'-0" 843.50 THIRD LEVEL 25'-8" 854.17' FOURTH LEVEL 36'-4" 864.83' TOP OF RAMP DANDRID G E DREW WHI TEH I T AR-19400087 ARC TEC STATE OF No. DNDI NAA AIIREGISTERE D NDI NA AI H I TARC TECDANDRIDGEDREWWHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director CH CH 03/28/2017 A102 SECOND FLOOR CONSTRUCTION PLAN 17003 Civil & Environmental Consultants, Inc. 530 East Ohio Street, Suite G 317.655.7777 Vector Consulting 1005 North Senate Avenue 317.632.4444 Fink Roberts & Petrie 9449 Priority Way West Drive, Suite 200 317.872.8400 Indianapolis, IN 46204 Indianapolis, IN 46202 Indianapolis, IN 46240 MIDTOWN SOUTH GARAGECARMEL REDEVELOPMENT COMMISSION580 VETERANS WAYCARMEL, INDIANA 46032PLAN KEYNOTES P01 DASHED LINE INDICATES CANOPY ABOVE. P02 MIDTOWN OFFICE CANOPY - NOT IN CONTRACT. P03 4-1/2" EXTERIOR ALUMINUM AND GLASS STOREFRONT SYSTEM. REFER TO ELEVATIONS FOR GLAZING TYPE AND MULLION SPACING. P04 PRECAST CONCRETE STAIRCASE. REFER TO PRECAST DRAWINGS. P05 MIDTOWN OFFICE BUILDING - NOT IN CONTRACT. P06 BICYCLE RACK TO BE SARIS STACK RACK 20" SPACING. PROVIDE SPACES FOR 50 BICYCLES TOTAL. P07 MOP SINK. REFER TO PLUMBING DRAWNGS. P08 ELEVATOR MACHINE-ROOM-LESS TYPE - REFER TO SPECS. INTERIOR FLOOR FINISH OF CAB TO BE: DAL TILE, NOIR LINEN P689, 12X12 WITH MAPEI CHARCOAL 47 GROUT. P09 FLOOR DRAIN. REFER TO PLUMBING DRAWINGS. COORDINATE LOCATION WITH PRECAST AND TOPPING SLAB SLOPES. P10 HOLLOW METAL WINDOW. REFER TO GLAZING ELEVATIONS. P11 ELEVATOR EQUIPMENT. COORDINATE WITH ELEVATOR SPECS AND MEP DWGS. P12 WALL MOUNTED FIRE EXTINGUISHER CABINET - REFER TO SPECS. P13 GALVANIZED TUBE STEEL GUARDRAIL TYPICAL AT ALL OPENINGS. REFER TO TYPICAL DETAIL 11/A125. P14 1-1/2" TUBE STEEL GUARDRAIL W/STAINLESS STEEL CABLES. FERRULES, STUDS. 1-1/2" DIAM. STEEL PIPE HANDRAIL. (TYPICAL ON FLOORS 1-2 ONLY). (PAINT P1). MOUNT TO SIDE OF PRECAST CONCRETE STAIRS. P15 1-1/2" DIA. STEEL PIPE GUARDRAIL/HANDRAIL SIDE MOUNTED TO PRECAST STAIRS (PAINT P1). P16 1-1/2" DIA. STEEL PIPE HANDRAIL ATTACHED TO PRECAST OR CMU WALL. P17 PROVIDE 42" TALL GUARDRAIL INFILL AT STOREFRONT OPENINGS AT LANDINGS AND STAIR RUNS. INSET GUARDRAIL INTO WINDOW OPENING. TOP OF RAIL TO BE PARALLEL WITH FLOOR OR STAIR RUN. P18 4" WIDE PAINTED STRIPS AT 45 DEGREES; COLOR - YELLOW. P19 PAINTED PARKING STRIPE; COLOR - YELLOW. TYPICAL. P20 ADA PAINTED PARKING GRAPHIC; COLOR - BLUE. P21 PAINTED DIRECTIONAL ARROW; COLOR - YELLOW. P22 SLOPE TOPPING SLAB TO TRAIN. 2% MAX. P23 HATCHED AREA DENOTES TRAFFIC BEARING MEMBRANE INSTALLED ON CONCRETE DECK ABOVE ENCLOSED SPACE ABOVE. TURN MEMBRANE UP ADJACENT WALLS 6" MIN. P24 EXTERIOR BLADE SIGN - COORDINATE WITH SIGN CONSULTANT. PROVIDE ELECTRICAL. CENTER ON PRE-CAST CONCRETE PANEL. P25 42" GUARDRAIL CLOSURE AT FIRST FLOOR WITH GATE. PROVIDE HASP AND LATCH. P26 DOWNSPOUT. TIE INTO FLOOR DRAIN. REFER PLUMBING DRAWINGS. P27 2-1/4" EXTERIOR ALUMINUM AND GLASS STOREFRONT SYSTEM. REFER TO ELEVATIONS FOR GLAZING TYPE AND MULLION SPACING. P28 PIPE BOLLARD WITH PLATE THRU-BOLTED TO PRECAST GARAGE STRUCTURE. P29 DRY STANDPIPE. REFER TO PLUMBING DRAWINGS P30 ROOF LEADER PIPING. PROVIDE PAINTED STEEL PIPE PROTECTION - 055000. SCALE: 1/8" = 1'-0"01 SECOND FLOOR CONSTRUCTION PLAN SCALE: 3/32" = 1'-0" ISOMETRIC # DESCRIPTION DATE 76521 A B C 4 01 A301 01 A301 3 RAMP DN RAMP UP RAMP DOWN 03 A301 03 A301 02 A202 A120 03 A121 05 02A20101 A202 01A201A122 03 05A20103 A201 04A20121' - 4" 849.83 25' - 8" 854.17 A125 07 SIM P23 P09 P09 P09P09 P09 P12 P12 P13TYP. AT EACH OPENING P13 P13 P13 TYP. AT EACH OPENING TYP. AT EACH OPENING TYP. AT EACH OPENING EQ.EQ.ST3-3ST1-3STAIR 1 ST1-3 ELEV. EL1-3 STAIR 2 ST2-3ST2-3STAIR 3 ST3-3 NOTE: REFER TO A130 SERIES DRAWINGS FOR PARKING COUNTS AND STRIPING NOTES. GARAGE THIRD FLOOR 300 48' - 0"24' - 0"36' - 0"36' - 0"24' - 0"48' - 0" 216' - 0"123' - 10"4"61' - 9"61' - 9"NOTE: OFFICE BUILDING IS NOT IN PROJECT SCOPE. 02 A301 02 A301 10' - 6"3' - 2"4' - 6"7' - 0"P28 P30 P30 P24 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. FIRST LEVEL 0'-0" 828.50 15' - 0".10' - 8".10' - 8".SECOND LEVEL 15'-0" 843.50 THIRD LEVEL 25'-8" 854.17' FOURTH LEVEL 36'-4" 864.83' TOP OF RAMP DANDRID G E DREW WHI TEH I T AR-19400087 ARC TEC STATE OF No. DNDI NAA AIIREGISTERE D NDI NA AI H I TARC TECDANDRIDGEDREWWHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director CH CH 03/28/2017 A103 THIRD FLOOR PLAN CONSTRUCTION PLAN 17003 Civil & Environmental Consultants, Inc. 530 East Ohio Street, Suite G 317.655.7777 Vector Consulting 1005 North Senate Avenue 317.632.4444 Fink Roberts & Petrie 9449 Priority Way West Drive, Suite 200 317.872.8400 Indianapolis, IN 46204 Indianapolis, IN 46202 Indianapolis, IN 46240 MIDTOWN SOUTH GARAGECARMEL REDEVELOPMENT COMMISSION580 VETERANS WAYCARMEL, INDIANA 46032SCALE: 1/8" = 1'-0"01 THIRD FLOOR CONSTRUCTION PLAN PLAN KEYNOTES P01 DASHED LINE INDICATES CANOPY ABOVE. P02 MIDTOWN OFFICE CANOPY - NOT IN CONTRACT. P03 4-1/2" EXTERIOR ALUMINUM AND GLASS STOREFRONT SYSTEM. REFER TO ELEVATIONS FOR GLAZING TYPE AND MULLION SPACING. P04 PRECAST CONCRETE STAIRCASE. REFER TO PRECAST DRAWINGS. P05 MIDTOWN OFFICE BUILDING - NOT IN CONTRACT. P06 BICYCLE RACK TO BE SARIS STACK RACK 20" SPACING. PROVIDE SPACES FOR 50 BICYCLES TOTAL. P07 MOP SINK. REFER TO PLUMBING DRAWNGS. P08 ELEVATOR MACHINE-ROOM-LESS TYPE - REFER TO SPECS. INTERIOR FLOOR FINISH OF CAB TO BE: DAL TILE, NOIR LINEN P689, 12X12 WITH MAPEI CHARCOAL 47 GROUT. P09 FLOOR DRAIN. REFER TO PLUMBING DRAWINGS. COORDINATE LOCATION WITH PRECAST AND TOPPING SLAB SLOPES. P10 HOLLOW METAL WINDOW. REFER TO GLAZING ELEVATIONS. P11 ELEVATOR EQUIPMENT. COORDINATE WITH ELEVATOR SPECS AND MEP DWGS. P12 WALL MOUNTED FIRE EXTINGUISHER CABINET - REFER TO SPECS. P13 GALVANIZED TUBE STEEL GUARDRAIL TYPICAL AT ALL OPENINGS. REFER TO TYPICAL DETAIL 11/A125. P14 1-1/2" TUBE STEEL GUARDRAIL W/STAINLESS STEEL CABLES. FERRULES, STUDS. 1-1/2" DIAM. STEEL PIPE HANDRAIL. (TYPICAL ON FLOORS 1-2 ONLY). (PAINT P1). MOUNT TO SIDE OF PRECAST CONCRETE STAIRS. P15 1-1/2" DIA. STEEL PIPE GUARDRAIL/HANDRAIL SIDE MOUNTED TO PRECAST STAIRS (PAINT P1). P16 1-1/2" DIA. STEEL PIPE HANDRAIL ATTACHED TO PRECAST OR CMU WALL. P17 PROVIDE 42" TALL GUARDRAIL INFILL AT STOREFRONT OPENINGS AT LANDINGS AND STAIR RUNS. INSET GUARDRAIL INTO WINDOW OPENING. TOP OF RAIL TO BE PARALLEL WITH FLOOR OR STAIR RUN. P18 4" WIDE PAINTED STRIPS AT 45 DEGREES; COLOR - YELLOW. P19 PAINTED PARKING STRIPE; COLOR - YELLOW. TYPICAL. P20 ADA PAINTED PARKING GRAPHIC; COLOR - BLUE. P21 PAINTED DIRECTIONAL ARROW; COLOR - YELLOW. P22 SLOPE TOPPING SLAB TO TRAIN. 2% MAX. P23 HATCHED AREA DENOTES TRAFFIC BEARING MEMBRANE INSTALLED ON CONCRETE DECK ABOVE ENCLOSED SPACE ABOVE. TURN MEMBRANE UP ADJACENT WALLS 6" MIN. P24 EXTERIOR BLADE SIGN - COORDINATE WITH SIGN CONSULTANT. PROVIDE ELECTRICAL. CENTER ON PRE-CAST CONCRETE PANEL. P25 42" GUARDRAIL CLOSURE AT FIRST FLOOR WITH GATE. PROVIDE HASP AND LATCH. P26 DOWNSPOUT. TIE INTO FLOOR DRAIN. REFER PLUMBING DRAWINGS. P27 2-1/4" EXTERIOR ALUMINUM AND GLASS STOREFRONT SYSTEM. REFER TO ELEVATIONS FOR GLAZING TYPE AND MULLION SPACING. P28 PIPE BOLLARD WITH PLATE THRU-BOLTED TO PRECAST GARAGE STRUCTURE. P29 DRY STANDPIPE. REFER TO PLUMBING DRAWINGS P30 ROOF LEADER PIPING. PROVIDE PAINTED STEEL PIPE PROTECTION - 055000. SCALE: 3/32" = 1'-0" ISOMETRIC # DESCRIPTION DATE UP 76521 A B C 4 01 A301 01 A301 3 RAMP DN RAMP UP NOTE: REFER TO A130 SERIES DRAWINGS FOR PARKING COUNTS AND STRIPING NOTES. STAIR 1 ST1-4 ELEVATOR LOBBY 401 ELEV. EL1-4 RAMP DOWN STAIR 2 ST2-4 03 A301 03 A301 02 A202 A120 04 A121 06 02A20101 A202 01A201A122 04 A121 07 48' - 0"24' - 0"36' - 0"36' - 0"24' - 0"48' - 0" 216' - 0"123' - 10"4"61' - 9"61' - 9"08A20107 A201 05A20106 A201 03 A201 04A201860.50 864.83 36' - 4"32' - 0" A125 07 SIM EQ.EQ. P09 P09 P12 P12 P09 P09 P09 P03 P03 P03 P13 P13 TYP. AT EACH OPENING TYP. AT EACH OPENING P26 ST3-4ST1-4401STAIR 3 ST3-4 GARAGE FOURTH FLOOR 400 NOTE: OFFICE BUILDING IS NOT IN PROJECT SCOPE. 02 A301 02 A301 8' - 0"12' - 0" P30 P241' - 6"402VESTIBULE 402 P28 P28 6"8' - 0"12' - 0" P10 P10 P10 P10 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. FIRST LEVEL 0'-0" 828.50 15' - 0".10' - 8".10' - 8".SECOND LEVEL 15'-0" 843.50 THIRD LEVEL 25'-8" 854.17' FOURTH LEVEL 36'-4" 864.83' TOP OF RAMP DANDRID G E DREW WHI TEH I T AR-19400087 ARC TEC STATE OF No. DNDI NAA AIIREGISTERE D NDI NA AI H I TARC TECDANDRIDGEDREWWHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director CH CH 03/28/2017 A104 FOURTH FLOOR PLAN CONSTRUCTION PLAN 17003 Civil & Environmental Consultants, Inc. 530 East Ohio Street, Suite G 317.655.7777 Vector Consulting 1005 North Senate Avenue 317.632.4444 Fink Roberts & Petrie 9449 Priority Way West Drive, Suite 200 317.872.8400 Indianapolis, IN 46204 Indianapolis, IN 46202 Indianapolis, IN 46240 MIDTOWN SOUTH GARAGECARMEL REDEVELOPMENT COMMISSION580 VETERANS WAYCARMEL, INDIANA 46032SCALE: 1/8" = 1'-0"01 FOURTH FLOOR CONSTRUCTION PLAN PLAN KEYNOTES P01 DASHED LINE INDICATES CANOPY ABOVE. P02 MIDTOWN OFFICE CANOPY - NOT IN CONTRACT. P03 4-1/2" EXTERIOR ALUMINUM AND GLASS STOREFRONT SYSTEM. REFER TO ELEVATIONS FOR GLAZING TYPE AND MULLION SPACING. P04 PRECAST CONCRETE STAIRCASE. REFER TO PRECAST DRAWINGS. P05 MIDTOWN OFFICE BUILDING - NOT IN CONTRACT. P06 BICYCLE RACK TO BE SARIS STACK RACK 20" SPACING. PROVIDE SPACES FOR 50 BICYCLES TOTAL. P07 MOP SINK. REFER TO PLUMBING DRAWNGS. P08 ELEVATOR MACHINE-ROOM-LESS TYPE - REFER TO SPECS. INTERIOR FLOOR FINISH OF CAB TO BE: DAL TILE, NOIR LINEN P689, 12X12 WITH MAPEI CHARCOAL 47 GROUT. P09 FLOOR DRAIN. REFER TO PLUMBING DRAWINGS. COORDINATE LOCATION WITH PRECAST AND TOPPING SLAB SLOPES. P10 HOLLOW METAL WINDOW. REFER TO GLAZING ELEVATIONS. P11 ELEVATOR EQUIPMENT. COORDINATE WITH ELEVATOR SPECS AND MEP DWGS. P12 WALL MOUNTED FIRE EXTINGUISHER CABINET - REFER TO SPECS. P13 GALVANIZED TUBE STEEL GUARDRAIL TYPICAL AT ALL OPENINGS. REFER TO TYPICAL DETAIL 11/A125. P14 1-1/2" TUBE STEEL GUARDRAIL W/STAINLESS STEEL CABLES. FERRULES, STUDS. 1-1/2" DIAM. STEEL PIPE HANDRAIL. (TYPICAL ON FLOORS 1-2 ONLY). (PAINT P1). MOUNT TO SIDE OF PRECAST CONCRETE STAIRS. P15 1-1/2" DIA. STEEL PIPE GUARDRAIL/HANDRAIL SIDE MOUNTED TO PRECAST STAIRS (PAINT P1). P16 1-1/2" DIA. STEEL PIPE HANDRAIL ATTACHED TO PRECAST OR CMU WALL. P17 PROVIDE 42" TALL GUARDRAIL INFILL AT STOREFRONT OPENINGS AT LANDINGS AND STAIR RUNS. INSET GUARDRAIL INTO WINDOW OPENING. TOP OF RAIL TO BE PARALLEL WITH FLOOR OR STAIR RUN. P18 4" WIDE PAINTED STRIPS AT 45 DEGREES; COLOR - YELLOW. P19 PAINTED PARKING STRIPE; COLOR - YELLOW. TYPICAL. P20 ADA PAINTED PARKING GRAPHIC; COLOR - BLUE. P21 PAINTED DIRECTIONAL ARROW; COLOR - YELLOW. P22 SLOPE TOPPING SLAB TO TRAIN. 2% MAX. P23 HATCHED AREA DENOTES TRAFFIC BEARING MEMBRANE INSTALLED ON CONCRETE DECK ABOVE ENCLOSED SPACE ABOVE. TURN MEMBRANE UP ADJACENT WALLS 6" MIN. P24 EXTERIOR BLADE SIGN - COORDINATE WITH SIGN CONSULTANT. PROVIDE ELECTRICAL. CENTER ON PRE-CAST CONCRETE PANEL. P25 42" GUARDRAIL CLOSURE AT FIRST FLOOR WITH GATE. PROVIDE HASP AND LATCH. P26 DOWNSPOUT. TIE INTO FLOOR DRAIN. REFER PLUMBING DRAWINGS. P27 2-1/4" EXTERIOR ALUMINUM AND GLASS STOREFRONT SYSTEM. REFER TO ELEVATIONS FOR GLAZING TYPE AND MULLION SPACING. P28 PIPE BOLLARD WITH PLATE THRU-BOLTED TO PRECAST GARAGE STRUCTURE. P29 DRY STANDPIPE. REFER TO PLUMBING DRAWINGS P30 ROOF LEADER PIPING. PROVIDE PAINTED STEEL PIPE PROTECTION - 055000. SCALE: 3/32" = 1'-0" ISOMETRIC # DESCRIPTION DATE 1 ADLS COMMENTS 5/11/2017 1 1 1 UP 76521 A B C 4 01 A301 01 A301 3 03 A301 03 A301 02 A202 02A20101 A202 01A20148' - 0"24' - 0"36' - 0"36' - 0"24' - 0"48' - 0" 216' - 0"123' - 10"4"61' - 9"61' - 9"A121 08 08A20107 A201 05A20106 A201 03 A201 04A20136' - 4" 42' - 8" 871.17 864.83 RAMP DN P12 02 A301 02 A301 P28 6' - 5"5' - 0"14' - 5"5' - 0"5' - 0"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.DANDRID G E DREW WHI TEH I T AR-19400087 ARC TEC STATE OF No. DNDI NAA AIIREGISTERE D NDI NA AI H I TARC TECDANDRIDGEDREWWHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director CH CH 03/28/2017 A105 FIFTH FLOOR PLAN CONSTRUCTION PLAN 17003 Civil & Environmental Consultants, Inc. 530 East Ohio Street, Suite G 317.655.7777 Vector Consulting 1005 North Senate Avenue 317.632.4444 Fink Roberts & Petrie 9449 Priority Way West Drive, Suite 200 317.872.8400 Indianapolis, IN 46204 Indianapolis, IN 46202 Indianapolis, IN 46240 MIDTOWN SOUTH GARAGECARMEL REDEVELOPMENT COMMISSION580 VETERANS WAYCARMEL, INDIANA 46032SCALE: 1/8" = 1'-0"01 CD PLAN 05 - TOP OF RAMP PLAN KEYNOTES P01 DASHED LINE INDICATES CANOPY ABOVE. P02 MIDTOWN OFFICE CANOPY - NOT IN CONTRACT. P03 4-1/2" EXTERIOR ALUMINUM AND GLASS STOREFRONT SYSTEM. REFER TO ELEVATIONS FOR GLAZING TYPE AND MULLION SPACING. P04 PRECAST CONCRETE STAIRCASE. REFER TO PRECAST DRAWINGS. P05 MIDTOWN OFFICE BUILDING - NOT IN CONTRACT. P06 BICYCLE RACK TO BE SARIS STACK RACK 20" SPACING. PROVIDE SPACES FOR 50 BICYCLES TOTAL. P07 MOP SINK. REFER TO PLUMBING DRAWNGS. P08 ELEVATOR MACHINE-ROOM-LESS TYPE - REFER TO SPECS. INTERIOR FLOOR FINISH OF CAB TO BE: DAL TILE, NOIR LINEN P689, 12X12 WITH MAPEI CHARCOAL 47 GROUT. P09 FLOOR DRAIN. REFER TO PLUMBING DRAWINGS. COORDINATE LOCATION WITH PRECAST AND TOPPING SLAB SLOPES. P10 HOLLOW METAL WINDOW. REFER TO GLAZING ELEVATIONS. P11 ELEVATOR EQUIPMENT. COORDINATE WITH ELEVATOR SPECS AND MEP DWGS. P12 WALL MOUNTED FIRE EXTINGUISHER CABINET - REFER TO SPECS. P13 GALVANIZED TUBE STEEL GUARDRAIL TYPICAL AT ALL OPENINGS. REFER TO TYPICAL DETAIL 11/A125. P14 1-1/2" TUBE STEEL GUARDRAIL W/STAINLESS STEEL CABLES. FERRULES, STUDS. 1-1/2" DIAM. STEEL PIPE HANDRAIL. (TYPICAL ON FLOORS 1-2 ONLY). (PAINT P1). MOUNT TO SIDE OF PRECAST CONCRETE STAIRS. P15 1-1/2" DIA. STEEL PIPE GUARDRAIL/HANDRAIL SIDE MOUNTED TO PRECAST STAIRS (PAINT P1). P16 1-1/2" DIA. STEEL PIPE HANDRAIL ATTACHED TO PRECAST OR CMU WALL. P17 PROVIDE 42" TALL GUARDRAIL INFILL AT STOREFRONT OPENINGS AT LANDINGS AND STAIR RUNS. INSET GUARDRAIL INTO WINDOW OPENING. TOP OF RAIL TO BE PARALLEL WITH FLOOR OR STAIR RUN. P18 4" WIDE PAINTED STRIPS AT 45 DEGREES; COLOR - YELLOW. P19 PAINTED PARKING STRIPE; COLOR - YELLOW. TYPICAL. P20 ADA PAINTED PARKING GRAPHIC; COLOR - BLUE. P21 PAINTED DIRECTIONAL ARROW; COLOR - YELLOW. P22 SLOPE TOPPING SLAB TO TRAIN. 2% MAX. P23 HATCHED AREA DENOTES TRAFFIC BEARING MEMBRANE INSTALLED ON CONCRETE DECK ABOVE ENCLOSED SPACE ABOVE. TURN MEMBRANE UP ADJACENT WALLS 6" MIN. P24 EXTERIOR BLADE SIGN - COORDINATE WITH SIGN CONSULTANT. PROVIDE ELECTRICAL. CENTER ON PRE-CAST CONCRETE PANEL. P25 42" GUARDRAIL CLOSURE AT FIRST FLOOR WITH GATE. PROVIDE HASP AND LATCH. P26 DOWNSPOUT. TIE INTO FLOOR DRAIN. REFER PLUMBING DRAWINGS. P27 2-1/4" EXTERIOR ALUMINUM AND GLASS STOREFRONT SYSTEM. REFER TO ELEVATIONS FOR GLAZING TYPE AND MULLION SPACING. P28 PIPE BOLLARD WITH PLATE THRU-BOLTED TO PRECAST GARAGE STRUCTURE. P29 DRY STANDPIPE. REFER TO PLUMBING DRAWINGS P30 ROOF LEADER PIPING. PROVIDE PAINTED STEEL PIPE PROTECTION - 055000. # DESCRIPTION DATE 1 ADLS COMMENTS 5/11/2017 1 1 1 ROOF TYPES LEGEND RT: RL:XX' X ROOF TYPE APPROXIMATE ROOF HEIGHT 60 MIL FULLY ADHERED EPDM MEMBRANE ROOFING SYSTEM OVER TAPERED POLYISOCYANURATE INSULATION OVER CONCRETE DECK. RT1: TAPERED INSULATION CRICKETS 1/2":12" MIN. SLOPE. GENERAL ROOF NOTES A. PROVIDE MANUFACTURE'S STANDARD DETAILS WHERE MECHANICAL EQUIPMENT OCCURS, COORDINATE WITH ARCHITECTURE AND MEP. B. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL ROOF PENETRATION REQUIREMENTS. 76521 A B C 4 01 A301 01 A301 3 03 A301 03 A301 02 A202 02A20101 A202 01A20108A20107 A201 05A20106 A201 03 A201 04A2011/8" : 12" 1/8" : 12" RT: RL: RT1 RT: RL: RT1 RT: RL: RT1 02 A106 03 A106 02 A106 1/8" : 12"1/8" : 12" R02 R02 R01 R01 R01 R03 R01 R01 R01 R03 R01 R01 R02 R02 R01 R01 03 A106 04 A106 04 A106 02 A106 1/8" : 12"04 A106 03 A106 02 A301 02 A301 24' - 0"10' - 7"3' - 2"16' - 9"35' - 11" 15' - 0"20' - 11"19' - 11"20' - 11" 35' - 11"15' - 10 3/8"3' - 2"19' - 0 3/8"R02 R03 C EPDM ROOF MEMBRANE EPDM MEMBRANE TERMINATION AS REQUIRED FOR ROOF EDGE SPECIFIED 6" ALUMINUM ROOF EDGE WITH EXTENSION P.T. WOOD BLOCKING TO PROVIDE CONTINUOUS LEVEL BASE FOR ROOF EDGE TRIM TAPERED INSULATION - REFER TO ROOF PLAN FOR DIRECTION OF SLOPE PRE-CAST CONCRETE ROOF PANEL (PAINT EXPOSED PORTIONS OF PANEL) P.T. 2x6 4"PRE-CAST CONCRETE WALL PANEL 7 EPDM ROOF MEMBRANE EPDM MEMBRANE TERMINATION SPECIFIED 6" ALUMINUM ROOF EDGE WITH EXTENSION P.T. WOOD BLOCKING TO PROVIDE CONTINUOUS LEVEL BASE FOR ROOF EDGE TRIM TAPERED INSULATION - REFER TO ROOF PLAN FOR DIRECTION OF SLOPE PRE-CAST CONCRETE ROOF PANEL (PAINT EXPOSED PORTIONS OF PANEL) P.T. 2x6 4"PRE-CAST CONCRETE WALL PANEL EPDM ROOF MEMBRANE 6" x 6" PREFINISHED ALUMINUM GUTTER P.T. WOOD BLOCKING TO PROVIDE CONTINUOUS LEVEL BASE FOR ROOF EDGE TRIM TAPERED INSULATION - REFER TO ROOF PLAN FOR DIRECTION OF SLOPE PRE-CAST CONCRETE ROOF PANEL (PAINT EXPOSED PORTIONS OF PANEL P1) P.T. 2x6 WRAP MEMBRANE INTO GUTTER PRE-CAST CONCRETE WALL PANEL DANDRID G E DREW WHI TEH I T AR-19400087 ARC TEC STATE OF No. DNDI NAA AIIREGISTERE D NDI NA AI H I TARC TECDANDRIDGEDREWWHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director JK CH 03/28/2017 A106 ROOF PLAN 17003 Civil & Environmental Consultants, Inc. 530 East Ohio Street, Suite G 317.655.7777 Vector Consulting 1005 North Senate Avenue 317.632.4444 Fink Roberts & Petrie 9449 Priority Way West Drive, Suite 200 317.872.8400 Indianapolis, IN 46204 Indianapolis, IN 46202 Indianapolis, IN 46240 MIDTOWN SOUTH GARAGECARMEL REDEVELOPMENT COMMISSION580 VETERANS WAYCARMEL, INDIANA 46032ROOF PLAN KEYNOTES R01 PRE-MANUFACTURED ALUMINUM ROOF EDGE FASCIA TO MEET ANSI/SPRI ES1 (077100). R02 PRE-MANUFACTURED ALUMINUM GUTTER AND DOWNSPOUT - COORDINATE DOWNSPOUT LOCATION WITH MEP DWGS. R03 DOWNSPOUT. TIE INTO FLOOR DRAIN. REFER TO PLUMBING DRAWINGS. SCALE: 1/8" = 1'-0"01 CD PLAN 06 - ROOF SCALE: 1 1/2" = 1'-0"02 ROOF DETAIL - TYP. PERIMETER SCALE: 1 1/2" = 1'-0"03 ROOF DETAIL - TOP OF SLOPE SCALE: 1 1/2" = 1'-0"04 ROOF DETAIL - GUTTER # DESCRIPTION DATE 1 ADLS COMMENTS 5/11/2017 1 1 1 7 A STAIR 1 ST1-1 ELEV. EL1-1 06 A120 W9 05 A120 07 A120 P03 TYP.10"9' - 0"9"8'-8" CLR SHAFT9"P089"4' - 0"3' - 6"1' - 2"7 5/8"7'-2 3/8" CLR SHAFT 10" 8' - 8" 10" PRECAST PANEL w/ SOLID CONCRETE INFILL LOCATED BEHIND P17 TYP. IN STAIRWELLS 100 P27 1' - 0" P14 P04 P16 P25UP P29 7 A STAIR 1 ST1-2 ELEV. EL1-2 06 A120 05 A120 07 A120 8"3' - 4" 10" 7'-2 3/8" CLR. SHAFT 7 5/8"10"9' - 0"9"8'-8" CLR. SHAFT9"P17 P03 P03 PRECAST PANEL w/ SOLID CONCRETE INFILL LOCATED BEHIND TYP. IN STAIRWELLS TYP. IN STAIRWELLS TYP. IN STAIRWELLS P27 P089"4' - 0"3' - 6"1' - 2"9"19' - 4" W9ST1-24' - 1"10"4' - 1"5' - 6 1/2"8' - 3"5' - 6 1/2" 1'- 0". P16 P15 P04 1' - 0" P17 UPDNP29 7 A STAIR 1 ST1-3 ELEV. EL1-3 06 A120 05 A120 07 A120 8"3' - 4" 7 5/8"7'-2 3/8" CLR. SHAFT 10" 8' - 8"9"9' - 1"9"8' - 8"9"9"19' - 4"10"1' - 2"3' - 6"4' - 0"9"ST1-3P03 P03P17 W9 PRECAST PANEL w/ SOLID CONCRETE INFILL LOCATED BEHIND TYP. IN STAIRWELLS TYP. IN STAIRWELLS P17 P08 P27 1' - 0" 1' - 0". 5' - 6 1/2"8' - 3"5' - 6 1/2"4' - 1"10"4' - 1"P16 P04 P15 UPDNP29 7 A ELEVATOR LOBBY 401 ELEV. EL1-4 STAIR 1 ST1-4 06 A120 05 A120 07 A120 P111' - 2"3' - 6"2' - 2"1' - 10"9"P08 10"9' - 0"9"8'-8" CLR SHAFT9"7 5/8"7'-2 3/8" CLR SHAFT 10" 1' - 4"3' - 4"7' - 10 7/8"8' - 4 1/4" 9"9"3' - 4" 9"19' - 4"10"ST1-4401P03 PRECAST PANEL w/ SOLID CONCRETE INFILL LOCATED BEHINDW9 P17 P17 TYP. IN STAIRWELLS TYP. IN STAIRWELLS P27 5' - 6 1/2"8' - 3"5' - 6 1/2"9"4' - 1"10"4' - 1"1' - 0". P15 P04 P16 DNP29 P10 2' - 10"4' - 0"2' - 7"9' - 9"10"P28 FIRST FLOOR 0' - 0" SECOND FLOOR 15' - 0" 7 THIRD FLOOR 25' - 8" FOURTH FLOOR 36' - 4" ROOF 50' - 4"15' - 0"10' - 8"10' - 8"05 A120A106 02 SIM. A310 04 SIM.17 EQ. R'S = 9' - 8".10 EQ. R'S = 5' - 4".10 EQ. R'S = 5' - 4"10 EQ. R'S = 5' - 4"10 EQ. R'S = 5' - 4"10 EQ. R'S = 5' - 4"5' - 6 1/2"9 T'S @ 11" = 8' - 3"5' - 6 1/2" 16 T'S @ 11" = 14' - 8"5' - 6 1/2" P14 P04 P15 P16 FROM LEVEL 1 TO 2 P04 P15 FIRST FLOOR 0' - 0" SECOND FLOOR 15' - 0" 7 THIRD FLOOR 25' - 8" FOURTH FLOOR 36' - 4" ROOF 50' - 4" ELEVATOR PIT -5' - 0" A310 02 A310 03 13' - 1"3' - 2 7/8"14' - 0"ELEVATOR HOISTWAY BEAM - REFER TO STRUCTURAL DWGS.7' - 0"5'-0" PIT DEPTH6' - 6"1' - 11"8' - 5"6' - 6"1' - 11"8' - 5"6' - 6"1' - 11"8' - 5"6' - 6"1' - 11"8' - 5"SPANDREL GLAZING IN 2-1/4" STOREFRONT FRAME PRECAST PANEL w/ SOLID CONCRETE INFILL LOCATED BEHIND A106 02 SIM. A310 05 FIRST FLOOR 0' - 0" SECOND FLOOR 15' - 0" A THIRD FLOOR 25' - 8" FOURTH FLOOR 36' - 4" ROOF 50' - 4" 06 A120 07 A120A106 02 SIM. A310 04 SIM.6' - 6"1' - 11"8' - 5"6' - 6"1' - 11"8' - 5"6' - 6"1' - 11"8' - 5"6' - 6"1' - 11"8' - 5"7' - 0"2' - 2"3' - 6" P16 P15 P16 P15 P04 P04 P14 P16 P04 4' - 1"10"4' - 1"DANDRID G E DREW WHI TEH I T AR-19400087 ARC TEC STATE OF No. DNDI NAA AIIREGISTERE D NDI NA AI H I TARC TECDANDRIDGEDREWWHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director CH CH 03/28/2017 A120 STAIR 1 PLANS AND SECTIONS 17003 Civil & Environmental Consultants, Inc. 530 East Ohio Street, Suite G 317.655.7777 Vector Consulting 1005 North Senate Avenue 317.632.4444 Fink Roberts & Petrie 9449 Priority Way West Drive, Suite 200 317.872.8400 Indianapolis, IN 46204 Indianapolis, IN 46202 Indianapolis, IN 46240 MIDTOWN SOUTH GARAGECARMEL REDEVELOPMENT COMMISSION580 VETERANS WAYCARMEL, INDIANA 46032PLAN KEYNOTES P01 DASHED LINE INDICATES CANOPY ABOVE. P02 MIDTOWN OFFICE CANOPY - NOT IN CONTRACT. P03 4-1/2" EXTERIOR ALUMINUM AND GLASS STOREFRONT SYSTEM. REFER TO ELEVATIONS FOR GLAZING TYPE AND MULLION SPACING. P04 PRECAST CONCRETE STAIRCASE. REFER TO PRECAST DRAWINGS. P05 MIDTOWN OFFICE BUILDING - NOT IN CONTRACT. P06 BICYCLE RACK TO BE SARIS STACK RACK 20" SPACING. PROVIDE SPACES FOR 50 BICYCLES TOTAL. P07 MOP SINK. REFER TO PLUMBING DRAWNGS. P08 ELEVATOR MACHINE-ROOM-LESS TYPE - REFER TO SPECS. INTERIOR FLOOR FINISH OF CAB TO BE: DAL TILE, NOIR LINEN P689, 12X12 WITH MAPEI CHARCOAL 47 GROUT. P09 FLOOR DRAIN. REFER TO PLUMBING DRAWINGS. COORDINATE LOCATION WITH PRECAST AND TOPPING SLAB SLOPES. P10 HOLLOW METAL WINDOW. REFER TO GLAZING ELEVATIONS. P11 ELEVATOR EQUIPMENT. COORDINATE WITH ELEVATOR SPECS AND MEP DWGS. P12 WALL MOUNTED FIRE EXTINGUISHER CABINET - REFER TO SPECS. P13 GALVANIZED TUBE STEEL GUARDRAIL TYPICAL AT ALL OPENINGS. REFER TO TYPICAL DETAIL 11/A125. P14 1-1/2" TUBE STEEL GUARDRAIL W/STAINLESS STEEL CABLES. FERRULES, STUDS. 1-1/2" DIAM. STEEL PIPE HANDRAIL. (TYPICAL ON FLOORS 1-2 ONLY). (PAINT P1). MOUNT TO SIDE OF PRECAST CONCRETE STAIRS. P15 1-1/2" DIA. STEEL PIPE GUARDRAIL/HANDRAIL SIDE MOUNTED TO PRECAST STAIRS (PAINT P1). P16 1-1/2" DIA. STEEL PIPE HANDRAIL ATTACHED TO PRECAST OR CMU WALL. P17 PROVIDE 42" TALL GUARDRAIL INFILL AT STOREFRONT OPENINGS AT LANDINGS AND STAIR RUNS. INSET GUARDRAIL INTO WINDOW OPENING. TOP OF RAIL TO BE PARALLEL WITH FLOOR OR STAIR RUN. P18 4" WIDE PAINTED STRIPS AT 45 DEGREES; COLOR - YELLOW. P19 PAINTED PARKING STRIPE; COLOR - YELLOW. TYPICAL. P20 ADA PAINTED PARKING GRAPHIC; COLOR - BLUE. P21 PAINTED DIRECTIONAL ARROW; COLOR - YELLOW. P22 SLOPE TOPPING SLAB TO TRAIN. 2% MAX. P23 HATCHED AREA DENOTES TRAFFIC BEARING MEMBRANE INSTALLED ON CONCRETE DECK ABOVE ENCLOSED SPACE ABOVE. TURN MEMBRANE UP ADJACENT WALLS 6" MIN. P24 EXTERIOR BLADE SIGN - COORDINATE WITH SIGN CONSULTANT. PROVIDE ELECTRICAL. CENTER ON PRE-CAST CONCRETE PANEL. P25 42" GUARDRAIL CLOSURE AT FIRST FLOOR WITH GATE. PROVIDE HASP AND LATCH. P26 DOWNSPOUT. TIE INTO FLOOR DRAIN. REFER PLUMBING DRAWINGS. P27 2-1/4" EXTERIOR ALUMINUM AND GLASS STOREFRONT SYSTEM. REFER TO ELEVATIONS FOR GLAZING TYPE AND MULLION SPACING. P28 PIPE BOLLARD WITH PLATE THRU-BOLTED TO PRECAST GARAGE STRUCTURE. P29 DRY STANDPIPE. REFER TO PLUMBING DRAWINGS P30 ROOF LEADER PIPING. PROVIDE PAINTED STEEL PIPE PROTECTION - 055000. SCALE: 1/4" = 1'-0"01 ENLARGED STAIR 1-1 SCALE: 1/4" = 1'-0"02 ENLARGED STAIR 1-2 SCALE: 1/4" = 1'-0"03 ENLARGED STAIR 1-3 SCALE: 1/4" = 1'-0"04 ENLARGED STAIR 1-4 SCALE: 1/4" = 1'-0"06 STAIR 1 N-S SECTION SCALE: 1/4" = 1'-0"07 ELEVATOR 1 N-S SECTION SCALE: 1/4" = 1'-0"05 STAIR 1 E-W SECTION # DESCRIPTION DATE 1 ADLS COMMENTS 5/11/2017 1 1 1 1 7 C STAIR 2 ST2-1 02 A121 03 A121 9"19' - 4"10"4"6"9' - 0"9"ST2-1AP03 P03 3' - 4"8"10"ST2-11' - 0" 6' - 3 1/2"6' - 1"8' - 6 1/2"4' - 11"10"4' - 10"P16 P04 P14 P17 TYP. AT STAIRS P25UP P29 7 C STAIR 2 ST2-2 02 A121 03 A121 19' - 4"10"4"6"9' - 0"9"ST2-2P03 P03P17 P17 TYP. IN STAIRWELLS TYP. IN STAIRWELLS 9"8"3' - 4" 1' - 0". 1' - 0" 6' - 3 1/2"8' - 3"6' - 4 1/2"4' - 11"10"4' - 10"P16 P15 P04 DNUPP29 7 C 02 A121 03 A121 4"6"9' - 0"9"9"8"3' - 4" 9"19' - 4"10" P03 P03 P17 P17TYP. IN STAIRWELLSST2-31' - 0" 1' - 0".4' - 11"10"4' - 10"6' - 3 1/2"8' - 3"6' - 4 1/2" P16 P15 P04 DNUPP29 7 C 02 A121 03 A121 P17 P03 P03 STAIR 2 ST2-4 4' - 10"10"4' - 11"1' - 0". P16 P17 P04 P17DN P29 8' - 5 3/8"10' - 3"4"1' - 6"3' - 4"8' - 6"4' - 0"3' - 7" 20' - 11"19' - 0 3/8"2' - 10"4' - 0"402 VESTIBULE 402 P10 P10 P28 P10 FIRST FLOOR 0' - 0" SECOND FLOOR 15' - 0" 7 THIRD FLOOR 25' - 8" FOURTH FLOOR 36' - 4" ROOF 50' - 4" 03 A121 A106 02 SIM. A310 04 SIM. A310 05 SIM.10' - 8"10' - 8"15' - 0"10 EQ. R'S = 5' - 4"10 EQ. R'S = 5' - 4"10 EQ. R'S = 5' - 4"10 EQ. R'S = 5' - 4"10 EQ. R'S = 5' - 9 1/4"10 EQ. R'S = 5' - 9 1/4"6 EQ. R'S = 3' - 5 1/2"P14 P16 P04 P15 P04 P16 P16 P15 P16 FIRST FLOOR 0' - 0" SECOND FLOOR 15' - 0" C THIRD FLOOR 25' - 8" FOURTH FLOOR 36' - 4" ROOF 50' - 4" 02 A121 A106 02 SIM. A310 04 SIM. A310 05 SIM. 03 A106 1 C 09 A121 4' - 11"18 T'S @ 11" = 16' - 6"3' - 4"3' - 8" 42" GUARDRAIL FOR CANE DETECTION LOCATED AT 6'-8" CLEAR UP 1 C 09 A121 3' - 1 1/4"4' - 1 1/2"18' - 0"4' - 11"DN C LEVEL 3.5 32' - 0" LEVEL 4.5 42' - 8" 19 TREADS @12"4' - 11"19 EQ. R'S = 10' - 8"4' - 0 3/4"6 3/4"P17 P04 P15 DANDRID G E DREW WHI TEH I T AR-19400087 ARC TEC STATE OF No. DNDI NAA AIIREGISTERE D NDI NA AI H I TARC TECDANDRIDGEDREWWHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director CH CH 03/28/2017 A121 STAIR 2 AND 4 PLANS AND SECTIONS 17003 Civil & Environmental Consultants, Inc. 530 East Ohio Street, Suite G 317.655.7777 Vector Consulting 1005 North Senate Avenue 317.632.4444 Fink Roberts & Petrie 9449 Priority Way West Drive, Suite 200 317.872.8400 Indianapolis, IN 46204 Indianapolis, IN 46202 Indianapolis, IN 46240 MIDTOWN SOUTH GARAGECARMEL REDEVELOPMENT COMMISSION580 VETERANS WAYCARMEL, INDIANA 46032SCALE: 1/4" = 1'-0"01 ENLARGED STAIR 2-1 SCALE: 1/4" = 1'-0"04 ENLARGED STAIR 2-2 SCALE: 1/4" = 1'-0"05 ENLARGED STAIR 2-3 SCALE: 1/4" = 1'-0"06 ENLARGED STAIR 2-4 SCALE: 1/4" = 1'-0"02 STAIR 2 N-S SECTION SCALE: 1/4" = 1'-0"03 STAIR 2 E-W SECTION SCALE: 1/4" = 1'-0"07 ENLARGED STAIR 4-4 SCALE: 1/4" = 1'-0"08 ENLARGED STAIR 4-5 SCALE: 1/4" = 1'-0"09 STAIR 4 E-W SECTION PLAN KEYNOTES P01 DASHED LINE INDICATES CANOPY ABOVE. P02 MIDTOWN OFFICE CANOPY - NOT IN CONTRACT. P03 4-1/2" EXTERIOR ALUMINUM AND GLASS STOREFRONT SYSTEM. REFER TO ELEVATIONS FOR GLAZING TYPE AND MULLION SPACING. P04 PRECAST CONCRETE STAIRCASE. REFER TO PRECAST DRAWINGS. P05 MIDTOWN OFFICE BUILDING - NOT IN CONTRACT. P06 BICYCLE RACK TO BE SARIS STACK RACK 20" SPACING. PROVIDE SPACES FOR 50 BICYCLES TOTAL. P07 MOP SINK. REFER TO PLUMBING DRAWNGS. P08 ELEVATOR MACHINE-ROOM-LESS TYPE - REFER TO SPECS. INTERIOR FLOOR FINISH OF CAB TO BE: DAL TILE, NOIR LINEN P689, 12X12 WITH MAPEI CHARCOAL 47 GROUT. P09 FLOOR DRAIN. REFER TO PLUMBING DRAWINGS. COORDINATE LOCATION WITH PRECAST AND TOPPING SLAB SLOPES. P10 HOLLOW METAL WINDOW. REFER TO GLAZING ELEVATIONS. P11 ELEVATOR EQUIPMENT. COORDINATE WITH ELEVATOR SPECS AND MEP DWGS. P12 WALL MOUNTED FIRE EXTINGUISHER CABINET - REFER TO SPECS. P13 GALVANIZED TUBE STEEL GUARDRAIL TYPICAL AT ALL OPENINGS. REFER TO TYPICAL DETAIL 11/A125. P14 1-1/2" TUBE STEEL GUARDRAIL W/STAINLESS STEEL CABLES. FERRULES, STUDS. 1-1/2" DIAM. STEEL PIPE HANDRAIL. (TYPICAL ON FLOORS 1-2 ONLY). (PAINT P1). MOUNT TO SIDE OF PRECAST CONCRETE STAIRS. P15 1-1/2" DIA. STEEL PIPE GUARDRAIL/HANDRAIL SIDE MOUNTED TO PRECAST STAIRS (PAINT P1). P16 1-1/2" DIA. STEEL PIPE HANDRAIL ATTACHED TO PRECAST OR CMU WALL. P17 PROVIDE 42" TALL GUARDRAIL INFILL AT STOREFRONT OPENINGS AT LANDINGS AND STAIR RUNS. INSET GUARDRAIL INTO WINDOW OPENING. TOP OF RAIL TO BE PARALLEL WITH FLOOR OR STAIR RUN. P18 4" WIDE PAINTED STRIPS AT 45 DEGREES; COLOR - YELLOW. P19 PAINTED PARKING STRIPE; COLOR - YELLOW. TYPICAL. P20 ADA PAINTED PARKING GRAPHIC; COLOR - BLUE. P21 PAINTED DIRECTIONAL ARROW; COLOR - YELLOW. P22 SLOPE TOPPING SLAB TO TRAIN. 2% MAX. P23 HATCHED AREA DENOTES TRAFFIC BEARING MEMBRANE INSTALLED ON CONCRETE DECK ABOVE ENCLOSED SPACE ABOVE. TURN MEMBRANE UP ADJACENT WALLS 6" MIN. P24 EXTERIOR BLADE SIGN - COORDINATE WITH SIGN CONSULTANT. PROVIDE ELECTRICAL. CENTER ON PRE-CAST CONCRETE PANEL. P25 42" GUARDRAIL CLOSURE AT FIRST FLOOR WITH GATE. PROVIDE HASP AND LATCH. P26 DOWNSPOUT. TIE INTO FLOOR DRAIN. REFER PLUMBING DRAWINGS. P27 2-1/4" EXTERIOR ALUMINUM AND GLASS STOREFRONT SYSTEM. REFER TO ELEVATIONS FOR GLAZING TYPE AND MULLION SPACING. P28 PIPE BOLLARD WITH PLATE THRU-BOLTED TO PRECAST GARAGE STRUCTURE. P29 DRY STANDPIPE. REFER TO PLUMBING DRAWINGS P30 ROOF LEADER PIPING. PROVIDE PAINTED STEEL PIPE PROTECTION - 055000. # DESCRIPTION DATE 1 ADLS COMMENTS 5/11/2017 1 1 1 1 A STAIR 3 ST3-1 ELECTRICAL 101 05 A122 5"19' - 9"9"6' - 8" 06 A122 ST3-1 ST3-1A10110"9' - 0"9"8"W8W88"3' - 4" 3' - 4"9' - 9"P03P17TYP. IN STAIRWELLS 2' - 2"3' - 4"3' - 6"P25 1' - 0" P16 P04 P14 5' - 6 1/2"8' - 3"5' - 6 1/2"4' - 1"10"4' - 1"UPP29 1 A 05 A122 06 A122 ST3-28"3' - 4" 5"19' - 9"9"3' - 0"3' - 4"3' - 6"STAIR 3 ST3-2 ROUGH OPENING FOR DOOR BY RESIDENTIAL DEVELOPER 5' - 6 1/2"8' - 3"5' - 6 1/2"4' - 1"10"4' - 1"1' - 0" 1' - 0". P16 P04 P15 P17 TYP. IN STAIRWELLS UPDNP29 1 A 05 A122 06 A122 5"19' - 9"9" 8"3' - 4"10"9' - 0"9"ST3-3STAIR 3 ST3-3 1' - 0" 1' - 0". 5' - 6 1/2"8' - 3"5' - 6 1/2"4' - 1"10"4' - 1"P04 P15 P16ROUGH OPENING FOR DOOR BY RESIDENTIAL DEVELOPER P17 TYP. IN STAIRWELLS UPDNP29 1 A 05 A122 06 A122 5"19' - 9"9"10"9' - 0"9"9"3' - 4"ST3-4P26 STAIR 3 ST3-4 4' - 0"1' - 6"4' - 1"10"4' - 1"P15 P16 P04 5' - 6 1/2"8' - 3"5' - 6 1/2" 1' - 0".DNP29 P10 FIRST FLOOR 0' - 0" 1 LOW PARAPET 40' - 4" LEVEL 1.5 10' - 8" LEVEL 2.5 21' - 4" LEVEL 3.5 32' - 0" 06 A122 B/PRECAST 45' - 0" 828.50 A310 04 A106 02 5' - 11 1/2"8' - 3"5' - 6 1/2" 839.17 849.83 860.50 10' - 8"10' - 8"10' - 8"P14 P17 P17 P04 P17 P15 P15 10 EQ. R'S = 5' - 4"10 EQ. R'S = 5' - 4"10 EQ. R'S = 5' - 4"10 EQ. R'S = 5' - 4"10 EQ. R'S = 5' - 4"10 EQ. R'S = 5' - 4"FIRST FLOOR 0' - 0" A 05 A122 LEVEL 1.5 10' - 8" LEVEL 2.5 21' - 4" LEVEL 3.5 32' - 0" LEVEL 4.5 42' - 8" A310 04 A106 02 4' - 1"10"4' - 1" P04 P16 P15 P14 DANDRID G E DREW WHI TEH I T AR-19400087 ARC TEC STATE OF No. DNDI NAA AIIREGISTERE D NDI NA AI H I TARC TECDANDRIDGEDREWWHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director CH CH 03/28/2017 A122 STAIR 3 PLANS AND SECTIONS 17003 Civil & Environmental Consultants, Inc. 530 East Ohio Street, Suite G 317.655.7777 Vector Consulting 1005 North Senate Avenue 317.632.4444 Fink Roberts & Petrie 9449 Priority Way West Drive, Suite 200 317.872.8400 Indianapolis, IN 46204 Indianapolis, IN 46202 Indianapolis, IN 46240 MIDTOWN SOUTH GARAGECARMEL REDEVELOPMENT COMMISSION580 VETERANS WAYCARMEL, INDIANA 46032SCALE: 1/4" = 1'-0"01 ENLARGED STAIR 3-1 SCALE: 1/4" = 1'-0"02 ENLARGED STAIR 3-2 SCALE: 1/4" = 1'-0"03 ENLARGED STAIR 3-3 SCALE: 1/4" = 1'-0"04 ENLARGED STAIR 3-4 SCALE: 1/4" = 1'-0"05 STAIR 3 N-S SECTION SCALE: 1/4" = 1'-0"06 STAIR 3 E-W SECTION PLAN KEYNOTES P01 DASHED LINE INDICATES CANOPY ABOVE. P02 MIDTOWN OFFICE CANOPY - NOT IN CONTRACT. P03 4-1/2" EXTERIOR ALUMINUM AND GLASS STOREFRONT SYSTEM. REFER TO ELEVATIONS FOR GLAZING TYPE AND MULLION SPACING. P04 PRECAST CONCRETE STAIRCASE. REFER TO PRECAST DRAWINGS. P05 MIDTOWN OFFICE BUILDING - NOT IN CONTRACT. P06 BICYCLE RACK TO BE SARIS STACK RACK 20" SPACING. PROVIDE SPACES FOR 50 BICYCLES TOTAL. P07 MOP SINK. REFER TO PLUMBING DRAWNGS. P08 ELEVATOR MACHINE-ROOM-LESS TYPE - REFER TO SPECS. INTERIOR FLOOR FINISH OF CAB TO BE: DAL TILE, NOIR LINEN P689, 12X12 WITH MAPEI CHARCOAL 47 GROUT. P09 FLOOR DRAIN. REFER TO PLUMBING DRAWINGS. COORDINATE LOCATION WITH PRECAST AND TOPPING SLAB SLOPES. P10 HOLLOW METAL WINDOW. REFER TO GLAZING ELEVATIONS. P11 ELEVATOR EQUIPMENT. COORDINATE WITH ELEVATOR SPECS AND MEP DWGS. P12 WALL MOUNTED FIRE EXTINGUISHER CABINET - REFER TO SPECS. P13 GALVANIZED TUBE STEEL GUARDRAIL TYPICAL AT ALL OPENINGS. REFER TO TYPICAL DETAIL 11/A125. P14 1-1/2" TUBE STEEL GUARDRAIL W/STAINLESS STEEL CABLES. FERRULES, STUDS. 1-1/2" DIAM. STEEL PIPE HANDRAIL. (TYPICAL ON FLOORS 1-2 ONLY). (PAINT P1). MOUNT TO SIDE OF PRECAST CONCRETE STAIRS. P15 1-1/2" DIA. STEEL PIPE GUARDRAIL/HANDRAIL SIDE MOUNTED TO PRECAST STAIRS (PAINT P1). P16 1-1/2" DIA. STEEL PIPE HANDRAIL ATTACHED TO PRECAST OR CMU WALL. P17 PROVIDE 42" TALL GUARDRAIL INFILL AT STOREFRONT OPENINGS AT LANDINGS AND STAIR RUNS. INSET GUARDRAIL INTO WINDOW OPENING. TOP OF RAIL TO BE PARALLEL WITH FLOOR OR STAIR RUN. P18 4" WIDE PAINTED STRIPS AT 45 DEGREES; COLOR - YELLOW. P19 PAINTED PARKING STRIPE; COLOR - YELLOW. TYPICAL. P20 ADA PAINTED PARKING GRAPHIC; COLOR - BLUE. P21 PAINTED DIRECTIONAL ARROW; COLOR - YELLOW. P22 SLOPE TOPPING SLAB TO TRAIN. 2% MAX. P23 HATCHED AREA DENOTES TRAFFIC BEARING MEMBRANE INSTALLED ON CONCRETE DECK ABOVE ENCLOSED SPACE ABOVE. TURN MEMBRANE UP ADJACENT WALLS 6" MIN. P24 EXTERIOR BLADE SIGN - COORDINATE WITH SIGN CONSULTANT. PROVIDE ELECTRICAL. CENTER ON PRE-CAST CONCRETE PANEL. P25 42" GUARDRAIL CLOSURE AT FIRST FLOOR WITH GATE. PROVIDE HASP AND LATCH. P26 DOWNSPOUT. TIE INTO FLOOR DRAIN. REFER PLUMBING DRAWINGS. P27 2-1/4" EXTERIOR ALUMINUM AND GLASS STOREFRONT SYSTEM. REFER TO ELEVATIONS FOR GLAZING TYPE AND MULLION SPACING. P28 PIPE BOLLARD WITH PLATE THRU-BOLTED TO PRECAST GARAGE STRUCTURE. P29 DRY STANDPIPE. REFER TO PLUMBING DRAWINGS P30 ROOF LEADER PIPING. PROVIDE PAINTED STEEL PIPE PROTECTION - 055000. # DESCRIPTION DATE 1 ADLS COMMENTS 5/11/2017 1 1 3' - 6"3' - 0"3"3"ø 0' - 6"7"1' - 0"1 1/2" TUBE STEELRAILS - PAINTED1/4" DIA. STAINLESS STEEL CABLE w/FERRULES AND STUDSPRE-CAST CONCRETE STRINGERAND LANDING1-1/2" DIA. STEEL HAND RAIL - PAINTED5'- 0" MAX.3 1/2"3/4"3/4"5"3/4"3"5"1/4" PAINTED STEEL CORNER PLATE w/FASTENER (4 ANCHORS IN EACH STEELPLATE w/2" min EMBEDMENT)5"3/4"3 1/2"3/4"5"3/4"1/4" PAINTED STEEL CORNER PLATE w/FASTENER (4 ANCHORS IN EACH STEELPLATE w/2" min EMBEDMENT)3 1/2"3/4"3/4"8"3/4"6 1/2"3/4"5"3"1/4" PAINTED STEEL PLATE w/FASTENER (4 ANCHORS IN EACH STEELPLATE w/2" min EMBEDMENT)1/4" PAINTED STEEL PLATE w/FASTENER (4 ANCHORS IN EACH STEELPLATE w/2" min EMBEDMENT)PRE-CAST CONCRETESTRINGER ANDLANDINGø 0' - 6"4" O.C. MAX1-1/2" DIA. STEEL GUARDAND HANDRAIL w/1/2"PICKETS (PAINTED)1/4" PAINTED STEELBASE PLATE w/FASTENER(TYPICAL INTERMEDIATE CONDITION)1-1/2" DIA. STEEL GUARDAND HAND RAIL w/ 1/2"PICKETS (PAINTED).PRE-CAST CONCRETESTRINGER AND LANDING3"1 1/2"ø 0' - 6"ø 0' - 4"1/4" PAINTED STEELPLATE w/FASTENER (4 ANCHORS IN EACHSTEEL PLATE w/2" min EMBEDMENT)3 1/2"3/4"3/4"5"3/4"3"5"1 1/2" O.D. STEEL PIPE RAILS - PAINTED1/2" DIA. STEEL BAR PICKETS - PAINTED1-1/2" DIA. STEEL GUARD ANDHAND RAIL (PAINTED)3"4' - 2"PRE-CAST CONCRETE STAIR ANDLANDING1 1/2" O.D. STEEL PIPEHANDRAIL - PAINTED3' - 0"3"3/4"3 1/2"3/4"1/4" PAINTED STEELPLATE w/FASTENER (4 ANCHORS IN EACHSTEEL PLATE w/2" min EMBEDMENT)ANCHOR PER MANUFACTURERREQUIREMENTS1-1/2" DIA. STEEL PIPEHANDRAIL (PAINT)PRE-CAST CONCRETE PANELPRE-CAST CONCRETESTRINGER ANDLANDINGø 0' - 6"1-1/2" TUBE STEELGUARDRAIL3"3"1/4" STAINLESS STEELCABLE w/FERRULES ANDSTUDS7"1' - 0"1/4" PAINTED STEELBASE PLATE w/FASTENER(TYPICAL INTERMEDIATE CONDITION)1-1/2" TUBE STEEL GUARDRAILPRE-CAST CONCRETESTRINGER AND LANDING3"1 1/2"ø 0' - 6"1/4" STAINLESS STEELCABLE w/FERRULES AND STUDS3"3"3"3"7"1' - 0"1/4" PAINTED STEEL CORNERPLATE w/FASTENER (4 ANCHORS IN EACHSTEEL PLATE w/2" min EMBEDMENT)1-1/2' DIA. GALVANIZED STEELPIPE GUARDRAIL w/1/2" PICKETS@ 4" o.c.PRE-CAST SILL (BELOW)PRE-CAST CONCRETE PANEL4" TYP.GALVANIZED STEEL PLATE w/FASTENERS (ATTACH AT EACHCORNERS OF GUARDRAIL)5'-2 7/8" (TYP) V.I.F.4'-2 7/8" (TYP)4"4"4 1/2"3' - 7 1/2"4' - 0"4" o.c. MAX1-1/2' DIA. GALVANIZED STEELPIPE GUARDRAIL w/1/2" PICKETS@ 4" o.c.GALVANIZED STEEL PLATE w/FASTENERS (ATTACH AT EACHCORNERS OF GUARDRAIL)5-2 7/8" (TYP.) V.I.F.1 1/2" TUBE STEEL GUARDRAIL - PAINTED1/4" STAINLESS STEEL CABLE w/FERRULES AND STUDS1-1/2" DIA. STEEL GUARD ANDHAND RAIL (PAINTED)PRE-CAST CONCRETE STAIR ANDLANDING1 1/2" O.D. STEEL PIPEHANDRAIL - PAINTED3' - 0"3"3' - 6"3"3"1/4" PAINTED STEELPLATE w/FASTENER (4 ANCHORS IN EACHSTEEL PLATE w/2" min EMBEDMENT)3"5"3 1/2"3/4"3/4"1 1/2" O.D. STEEL PIPE GUARDRAILS - PAINTED1/2" DIA. STEEL BAR PICKETS - PAINTEDPRE-CAST CONCRETE STRINGERAND LANDING5'- 0" MAX1-1/2" DIA. STEEL HAND RAIL - PAINTEDø 0' - 6"3' - 0"3' - 6"4" O.C. MAX7"1' - 0"3 1/2"3/4"3/4"5"3/4"3"5"1/4" PAINTED STEEL CORNER PLATE w/FASTENER (4 ANCHORS IN EACH STEELPLATE w/2" min EMBEDMENT)3 1/2"3/4"3/4"8"3/4"6 1/2"3/4"5"3"1/4" PAINTED STEEL PLATE w/FASTENER (4 ANCHORS IN EACH STEELPLATE w/2" min EMBEDMENT)1/4" PAINTED STEEL PLATE w/FASTENER (4 ANCHORS IN EACH STEELPLATE w/2" min EMBEDMENT)5"3/4"3 1/2"3/4"5"3/4"1/4" PAINTED STEEL CORNER PLATE w/FASTENER (4 ANCHORS IN EACHSTEEL PLATE w/2" min EMBEDMENT)1-1/2' DIA. GALVANIZED STEELPIPE GUARDRAIL w/1/2" PICKETS@ 4" o.c.PRE-CAST SILL (BELOW)PRE-CAST CONCRETE PANELGALVANIZED STEEL PLATE w/FASTENERS (ATTACH AT INTERIORFACE OF EACH OPENING INPRECAST)3'-11 3/8" V.I.F.4'-2 7/8" (TYP)4"3 1/2"ALUMINUM STOREFRONT GLAZING SYSTEM3' - 6"4" o.c. MAX1-1/2' DIA. GALVANIZED STEELPIPE GUARDRAIL w/1/2" PICKETS@ 4" o.c.GALVANIZED STEEL PLATE w/FASTENERS (ATTACH AT INTERIORFACE OF EACH OPENING INPRECAST)4'-2 7/8" V.I.F.3'-11 3/8' V.I.F.DANDRIDGEDREWW H IT E HITAR-19400087ARCTECSTATE OFNo.DNDINAAAIIREGISTEREDNDINAAIHITARCTECDANDRIDGEDREWW H IT EREVISIONS:DRAWN BYDATE ISSUEDCHECKED BYScope DrawingsThese drawings indicate the general scope of the project interms of architectural design concept, the dimensions of thebuilding, the major architectural elements and the type ofstructural, mechanical and electrical systems. The drawingsdo not necessarily indicate or describe all work required forfull performance and completion of the requirements of thecontract. On the basis of the general scope indicated ordescribed, the trade contractors shall furnish all itemsrequired for the proper execution and completion of work.PROJECT NUMBER:618 East Market StreetIndianapolis, Indiana 46202phone 317/264.8162a x i s a r c h . c o mConstruction Manager:Civil Engineer:Structural Engineer:MEP Engineer:Owner:Carmel Redevelopment Commission30 West Main Street, Suite 200Carmel, Indiana 46032317.571.2492Garmong Construction Services5988 North Michigan RoadIndianapolis, Indiana 46228317.682.1001Corrie Meyer, Executive DirectorJKCH03/28/2017A125STAIR DETAILS17003Civil & Environmental Consultants, Inc.530 East Ohio Street, Suite G317.655.7777Vector Consulting1005 North Senate Avenue317.632.4444Fink Roberts & Petrie9449 Priority Way West Drive, Suite 200317.872.8400Indianapolis, IN 46204Indianapolis, IN 46202Indianapolis, IN 46240MIDTOWN SOUTH GARAGECARMEL REDEVELOPMENT COMMISSION580 VETERANS WAYCARMEL, INDIANA 46032SCALE: 1" = 1'-0"01STAIR - TYPCIAL CABLE RAIILINGELEVATIONSCALE: 1 1/2" = 1'-0"02STAIR PIPE STRINGER AT SLABSCALE: 1 1/2" = 1'-0"04STAIR PIPE STRINGER AT FLOORDOWNSCALE: 1 1/2" = 1'-0"09STAIR PIPE RAILING AT FLOOREDGESCALE: 1 1/2" = 1'-0"06STAIR HANDRAIL AT PRECASTWALLSCALE: 1 1/2" = 1'-0"03STAIR CABLE STRINGER AT SLABSCALE: 1 1/2" = 1'-0"05STAIR CABLE STRINGER AT FLOORDOWNSCALE: 1" = 1'-0"07GARAGE - TYPICAL GUARDRAILPLANSCALE: 1" = 1'-0"11GARAGE - TYPICAL GUARDRAILELEVATIONSCALE: 1 1/2" = 1'-0"10STAIR CABLE RAILING AT FLOOREDGESCALE: 1" = 1'-0"08STAIR - TYPCIAL PIPE RAILINGELEVATION1# DESCRIPTION DATESCALE: 1" = 1'-0"12GARAGE - TYPICAL GUARDRAILPLAN @ STAIRWELLSCALE: 1" = 1'-0"13GARAGE - TYPICAL GUARDRAILELEVATION @ STAIRWELLS UP UP1' - 0"4"2' - 8"1' - 0"4"8"120.00°R 0' - 4"2' - 8"R 2' - 0"4" TYP.ACCESSIBILITY PARKING SYMBOL VAN TEXT WHERE SHOWN 1' - 4"8"8' - 0"2' - 0"2' - 0"R 4' - 0"12' - 0"1' - 0" 2' - 0" 15' - 6" 2' - 0"2' - 0"2' - 0"2' - 6"2' - 0"2' - 0"2' - 0" R 4' - 0"1' - 0"10' - 0"2' - 0"2' - 0"2' - 0" 1' - 0" PAINTED GRAPHIC APAINTED GRAPHIC B PAINTED GRAPHIC C 15' - 6" 2' - 0"2' - 0"2' - 6"2' - 0"2' - 0"2' - 6"2' - 0"2' - 0"2' - 0" R 4' - 0"1' - 0"PAINTED GRAPHIC D PARKING COUNT: ADA = 6 ADA VAN = 2 STANDARD = 41 TOTAL = 49 OPEN BELOW RAMP TO STORM DETENTION AREA 14 SP @ 8'-6" = 119' - 0"6 SP @ 8'-6" = 51' - 0"11 SP @ 8'-6" = 93' - 6"2' - 0".10 SP @ 8'-6" = 85' - 0"33' - 11 3/4" 8' - 0"8' - 0"8' - 0"8' - 0"18' - 0"24' - 5"18' - 0"18' - 0"23' - 2"18' - 0" P21 P19 P18 P18 P20 8' - 0"8' - 0"5' - 0"8' - 0"8' - 0"5' - 0"8' - 0"R 5'.6' - 10"9' - 0"4' - 6"9' - 0"P18 P21 FIRST LEVEL 0'-0" 828.50 15' - 0".10' - 8".10' - 8".SECOND LEVEL 15'-0" 843.50 THIRD LEVEL 25'-8" 854.17' FOURTH LEVEL 36'-4" 864.83' TOP OF RAMP RAMP DOWN PARKING COUNT: ADA = 0 ADA VAN = 0 STANDARD = 77 TOTAL = 77 OPEN TO LEASE SPACE BELOW 20 SP @ 8' - 6" = 170' - 0" 14 SP @ 8' - 6" = 119' - 0" 8 SP @ 8' - 6" = 68' - 0" 11 SP @ 8' - 6" = 93' - 6"2' - 11"9 SP @ 8' - 6" = 76' - 6"8' - 6"8' - 6"10 SP @ 8' - 6" = 85' - 0"4 SP @ 8' - 6" = 34' - 0" P21 P21 P19P19 P18 P18 P1818' - 0"24' - 5"18' - 0"18' - 0"24' - 5"18' - 0"24' - 0"18' - 0". 18' - 0".24' - 0"DANDRID G E DREW WHI TEH I T AR-19400087 ARC TEC STATE OF No. DNDI NAA AIIREGISTERE D NDI NA AI H I TARC TECDANDRIDGEDREWWHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director CH CH 04/13/2017 A130 PARKING LAYOUT PLANS 17003 Civil & Environmental Consultants, Inc. 530 East Ohio Street, Suite G 317.655.7777 Vector Consulting 1005 North Senate Avenue 317.632.4444 Fink Roberts & Petrie 9449 Priority Way West Drive, Suite 200 317.872.8400 Indianapolis, IN 46204 Indianapolis, IN 46202 Indianapolis, IN 46240 MIDTOWN SOUTH GARAGECARMEL REDEVELOPMENT COMMISSION580 VETERANS WAYCARMEL, INDIANA 46032SCALE: 1/2" = 1'-0"04 STRIPING ADA DETAIL SCALE: 1/4" = 1'-0"03 STRIPING DETAIL PLAN KEYNOTES P01 DASHED LINE INDICATES CANOPY ABOVE. P02 MIDTOWN OFFICE CANOPY - NOT IN CONTRACT. P03 4-1/2" EXTERIOR ALUMINUM AND GLASS STOREFRONT SYSTEM. REFER TO ELEVATIONS FOR GLAZING TYPE AND MULLION SPACING. P04 PRECAST CONCRETE STAIRCASE. REFER TO PRECAST DRAWINGS. P05 MIDTOWN OFFICE BUILDING - NOT IN CONTRACT. P06 BICYCLE RACK TO BE SARIS STACK RACK 20" SPACING. PROVIDE SPACES FOR 50 BICYCLES TOTAL. P07 MOP SINK. REFER TO PLUMBING DRAWNGS. P08 ELEVATOR MACHINE-ROOM-LESS TYPE - REFER TO SPECS. INTERIOR FLOOR FINISH OF CAB TO BE: DAL TILE, NOIR LINEN P689, 12X12 WITH MAPEI CHARCOAL 47 GROUT. P09 FLOOR DRAIN. REFER TO PLUMBING DRAWINGS. COORDINATE LOCATION WITH PRECAST AND TOPPING SLAB SLOPES. P10 HOLLOW METAL WINDOW. REFER TO GLAZING ELEVATIONS. P11 ELEVATOR EQUIPMENT. COORDINATE WITH ELEVATOR SPECS AND MEP DWGS. P12 WALL MOUNTED FIRE EXTINGUISHER CABINET - REFER TO SPECS. P13 GALVANIZED TUBE STEEL GUARDRAIL TYPICAL AT ALL OPENINGS. REFER TO TYPICAL DETAIL 11/A125. P14 1-1/2" TUBE STEEL GUARDRAIL W/STAINLESS STEEL CABLES. FERRULES, STUDS. 1-1/2" DIAM. STEEL PIPE HANDRAIL. (TYPICAL ON FLOORS 1-2 ONLY). (PAINT P1). MOUNT TO SIDE OF PRECAST CONCRETE STAIRS. P15 1-1/2" DIA. STEEL PIPE GUARDRAIL/HANDRAIL SIDE MOUNTED TO PRECAST STAIRS (PAINT P1). P16 1-1/2" DIA. STEEL PIPE HANDRAIL ATTACHED TO PRECAST OR CMU WALL. P17 PROVIDE 42" TALL GUARDRAIL INFILL AT STOREFRONT OPENINGS AT LANDINGS AND STAIR RUNS. INSET GUARDRAIL INTO WINDOW OPENING. TOP OF RAIL TO BE PARALLEL WITH FLOOR OR STAIR RUN. P18 4" WIDE PAINTED STRIPS AT 45 DEGREES; COLOR - YELLOW. P19 PAINTED PARKING STRIPE; COLOR - YELLOW. TYPICAL. P20 ADA PAINTED PARKING GRAPHIC; COLOR - BLUE. P21 PAINTED DIRECTIONAL ARROW; COLOR - YELLOW. P22 SLOPE TOPPING SLAB TO TRAIN. 2% MAX. P23 HATCHED AREA DENOTES TRAFFIC BEARING MEMBRANE INSTALLED ON CONCRETE DECK ABOVE ENCLOSED SPACE ABOVE. TURN MEMBRANE UP ADJACENT WALLS 6" MIN. P24 EXTERIOR BLADE SIGN - COORDINATE WITH SIGN CONSULTANT. PROVIDE ELECTRICAL. CENTER ON PRE-CAST CONCRETE PANEL. P25 42" GUARDRAIL CLOSURE AT FIRST FLOOR WITH GATE. PROVIDE HASP AND LATCH. P26 DOWNSPOUT. TIE INTO FLOOR DRAIN. REFER PLUMBING DRAWINGS. P27 2-1/4" EXTERIOR ALUMINUM AND GLASS STOREFRONT SYSTEM. REFER TO ELEVATIONS FOR GLAZING TYPE AND MULLION SPACING. P28 PIPE BOLLARD WITH PLATE THRU-BOLTED TO PRECAST GARAGE STRUCTURE. P29 DRY STANDPIPE. REFER TO PLUMBING DRAWINGS P30 ROOF LEADER PIPING. PROVIDE PAINTED STEEL PIPE PROTECTION - 055000. SCALE: 1/16" = 1'-0"01 FIRST FLOOR STRIPING PLAN SCALE: 3/32" = 1'-0" ISOMETRIC SCALE: 1/16" = 1'-0"02 SECOND FLOOR CONSTRUCTION PLAN # DESCRIPTION DATE 1 ADDENDUM No. 1 4/13/2017 1 UP UP PARKING COUNT: ADA = 0 ADA VAN = 0 STANDARD = 87 TOTAL = 87 20 SP @ 8' - 6" = 170' - 0"2' - 11"9 SP @ 8' - 6" = 76' - 6"8' - 6"14 SP @ 8' - 6" = 119' - 0" 14 SP @ 8' - 6" = 119' - 0" 20 SP @ 8' - 6" = 170' - 0"10 SP @ 8' - 6" = 85' - 0"P21 P19 P19 P21 P18 P18 PARKING COUNT: ADA = 0 ADA VAN = 0 STANDARD = 85 TOTAL = 85 20 SP @ 8' - 6" = 170' - 0"2' - 11"9 SP @ 8' - 6" = 76' - 6"8' - 6"14 SP @ 8' - 6" = 119' - 0"8 SP @ 8' - 6" = 68' - 0"20 SP @ 8' - 6" = 170' - 0" P21 P19 P18 P18 P19 P21 PARKING COUNT: ADA = 0 ADA VAN = 0 STANDARD = 84 TOTAL = 84 6' - 2".6' - 6".10 SP @ 8' - 6" = 85' - 0" 10 SP @ 8' - 6" = 85' - 0"18' - 0"16' - 6"P19 P18 DANDRID G E DREW WHI TEH I T AR-19400087 ARC TEC STATE OF No. DNDI NAA AIIREGISTERE D NDI NA AI H I TARC TECDANDRIDGEDREWWHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director Author Checker 04/13/2017 A131 PARKING LAYOUT PLANS 17003 Civil & Environmental Consultants, Inc. 530 East Ohio Street, Suite G 317.655.7777 Vector Consulting 1005 North Senate Avenue 317.632.4444 Fink Roberts & Petrie 9449 Priority Way West Drive, Suite 200 317.872.8400 Indianapolis, IN 46204 Indianapolis, IN 46202 Indianapolis, IN 46240 MIDTOWN SOUTH GARAGECARMEL REDEVELOPMENT COMMISSION580 VETERANS WAYCARMEL, INDIANA 46032PLAN KEYNOTES P01 DASHED LINE INDICATES CANOPY ABOVE. P02 MIDTOWN OFFICE CANOPY - NOT IN CONTRACT. P03 4-1/2" EXTERIOR ALUMINUM AND GLASS STOREFRONT SYSTEM. REFER TO ELEVATIONS FOR GLAZING TYPE AND MULLION SPACING. P04 PRECAST CONCRETE STAIRCASE. REFER TO PRECAST DRAWINGS. P05 MIDTOWN OFFICE BUILDING - NOT IN CONTRACT. P06 BICYCLE RACK TO BE SARIS STACK RACK 20" SPACING. PROVIDE SPACES FOR 50 BICYCLES TOTAL. P07 MOP SINK. REFER TO PLUMBING DRAWNGS. P08 ELEVATOR MACHINE-ROOM-LESS TYPE - REFER TO SPECS. INTERIOR FLOOR FINISH OF CAB TO BE: DAL TILE, NOIR LINEN P689, 12X12 WITH MAPEI CHARCOAL 47 GROUT. P09 FLOOR DRAIN. REFER TO PLUMBING DRAWINGS. COORDINATE LOCATION WITH PRECAST AND TOPPING SLAB SLOPES. P10 HOLLOW METAL WINDOW. REFER TO GLAZING ELEVATIONS. P11 ELEVATOR EQUIPMENT. COORDINATE WITH ELEVATOR SPECS AND MEP DWGS. P12 WALL MOUNTED FIRE EXTINGUISHER CABINET - REFER TO SPECS. P13 GALVANIZED TUBE STEEL GUARDRAIL TYPICAL AT ALL OPENINGS. REFER TO TYPICAL DETAIL 11/A125. P14 1-1/2" TUBE STEEL GUARDRAIL W/STAINLESS STEEL CABLES. FERRULES, STUDS. 1-1/2" DIAM. STEEL PIPE HANDRAIL. (TYPICAL ON FLOORS 1-2 ONLY). (PAINT P1). MOUNT TO SIDE OF PRECAST CONCRETE STAIRS. P15 1-1/2" DIA. STEEL PIPE GUARDRAIL/HANDRAIL SIDE MOUNTED TO PRECAST STAIRS (PAINT P1). P16 1-1/2" DIA. STEEL PIPE HANDRAIL ATTACHED TO PRECAST OR CMU WALL. P17 PROVIDE 42" TALL GUARDRAIL INFILL AT STOREFRONT OPENINGS AT LANDINGS AND STAIR RUNS. INSET GUARDRAIL INTO WINDOW OPENING. TOP OF RAIL TO BE PARALLEL WITH FLOOR OR STAIR RUN. P18 4" WIDE PAINTED STRIPS AT 45 DEGREES; COLOR - YELLOW. P19 PAINTED PARKING STRIPE; COLOR - YELLOW. TYPICAL. P20 ADA PAINTED PARKING GRAPHIC; COLOR - BLUE. P21 PAINTED DIRECTIONAL ARROW; COLOR - YELLOW. P22 SLOPE TOPPING SLAB TO TRAIN. 2% MAX. P23 HATCHED AREA DENOTES TRAFFIC BEARING MEMBRANE INSTALLED ON CONCRETE DECK ABOVE ENCLOSED SPACE ABOVE. TURN MEMBRANE UP ADJACENT WALLS 6" MIN. P24 EXTERIOR BLADE SIGN - COORDINATE WITH SIGN CONSULTANT. PROVIDE ELECTRICAL. CENTER ON PRE-CAST CONCRETE PANEL. P25 42" GUARDRAIL CLOSURE AT FIRST FLOOR WITH GATE. PROVIDE HASP AND LATCH. P26 DOWNSPOUT. TIE INTO FLOOR DRAIN. REFER PLUMBING DRAWINGS. P27 2-1/4" EXTERIOR ALUMINUM AND GLASS STOREFRONT SYSTEM. REFER TO ELEVATIONS FOR GLAZING TYPE AND MULLION SPACING. P28 PIPE BOLLARD WITH PLATE THRU-BOLTED TO PRECAST GARAGE STRUCTURE. P29 DRY STANDPIPE. REFER TO PLUMBING DRAWINGS P30 ROOF LEADER PIPING. PROVIDE PAINTED STEEL PIPE PROTECTION - 055000. SCALE: 1/16" = 1'-0"01 THIRD FLOOR STRIPING PLAN SCALE: 1/16" = 1'-0"02 FOURTH FLOOR STRIPING PLAN SCALE: 1/16" = 1'-0"03 TOP OF RAMP STRIPING PLAN # DESCRIPTION DATE 1 ADDENDUM No. 1 4/13/2017 1 FIRST FLOOR 0' - 0" FIRST FLOOR 0' - 0" SECOND FLOOR 15' - 0" 76521 THIRD FLOOR 25' - 8" FOURTH FLOOR 36' - 4" ROOF 50' - 4" 43 LOW PARAPET 40' - 4" LEVEL 1.5 10' - 8" LEVEL 2.5 21' - 4" LEVEL 3.5 32' - 0" LEVEL 4.5 42' - 8"10' - 8"10' - 8"10' - 8"4' - 0"10' - 8"10' - 8"15' - 0"843.50 854.17 864.83 828.50 STORM WATER DETENTION PRECAST CONCRETE WALL PANELS PRECAST CONCRETE TEES WITH TOPPING SLAB PRECAST CONCRETE ROOF SLAB WITH TPO ROOFING OVER TAPERED INSULATION 9 7/8"1' - 2 3/8" 6 5/8"11 3/8" FIRST FLOOR 0' - 0" SECOND FLOOR 15' - 0" A B C THIRD FLOOR 25' - 8" FOURTH FLOOR 36' - 4" ROOF 50' - 4" 01 A301 HIGH PARAPET 46' - 8" LOW PARAPET 40' - 4" LEVEL 1.5 10' - 8" LEVEL 2.5 21' - 4" ELEVATOR PIT -5' - 0" LEVEL 3.5 32' - 0" LEVEL 4.5 42' - 8" 02 A301 FIRST FLOOR 0' - 0" FIRST FLOOR 0' - 0" SECOND FLOOR 15' - 0" 76521 THIRD FLOOR 25' - 8" FOURTH FLOOR 36' - 4" ROOF 50' - 4" 43 HIGH PARAPET 46' - 8" LOW PARAPET 40' - 4" LEVEL 1.5 10' - 8" LEVEL 2.5 21' - 4" ELEVATOR PIT -5' - 0" LEVEL 3.5 32' - 0" LEVEL 4.5 42' - 8"10' - 8"10' - 8"10' - 8"10' - 8"10' - 8"10' - 8"15' - 0"STORM WATER DETENTION PRECAST CONCRETE LIGHT WALL PANELS PRECAST CONCRETE TEES WITH TOPPING SLAB PRECAST CONCRETE ROOF SLAB WITH TPO ROOFING OVER TAPERED INSULATION DANDRID G E DREW WHI TEH I T AR-19400087 ARC TEC STATE OF No. DNDI NAA AIIREGISTERE D NDI NA AI H I TARC TECDANDRIDGEDREWWHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director CH CH 03/28/2017 A301 BUILDING SECTIONS 17003 Civil & Environmental Consultants, Inc. 530 East Ohio Street, Suite G 317.655.7777 Vector Consulting 1005 North Senate Avenue 317.632.4444 Fink Roberts & Petrie 9449 Priority Way West Drive, Suite 200 317.872.8400 Indianapolis, IN 46204 Indianapolis, IN 46202 Indianapolis, IN 46240 MIDTOWN SOUTH GARAGECARMEL REDEVELOPMENT COMMISSION580 VETERANS WAYCARMEL, INDIANA 46032KIT OF PARTS SCALE: 3/32" = 1'-0"01 N-S BUILDING SECTION 1 SCALE: 3/32" = 1'-0"03 E-W BUILDING SECTION SCALE: 3/32" = 1'-0"02 N-S BUILDING SECTION 2 # DESCRIPTION DATE 1 ADLS COMMENTS 5/11/2017 1 FIRST FLOOR 0' - 0" SECOND FLOOR 15' - 0" C LEVEL 1.5 10' - 8" PRECAST CONCRETE WALL PANELS PRECAST CONCRETE TEE'S TOPPING SLAB WITH WASH FOR DRAINAGE 3"3"3' - 0" CAST-IN-PLACE FOUNDATION WALL 14' - 0" 0' - 0" EXTERIOR SITE PAVEMENT BY OTHERS. REFER TO CIVIL DRAWINGS SPOECIFIED ALUMINUM AND GLASS STOREFRONT SYSTEM. REFER TO BUILDING ELEVATIONS PRECAST CONCRETE WALL PANEL PRECAST CONCRETE TEE'S TOPPING SLAB WITH WASH FOR DRAINAGE INFILL FROM TOP OF PRECAST TO BOTTOM OF PRECAST TEE'S WITH 1-HOUR RATED 8" CMU WALL A002 02 SIM PROVIDE POSITIVE CONNECTION TO TOP OF PRECAST WALL ACOUSTICAL CEILING AS OCCURS. REFER TO CEILING PLAN 5/8" GYPSUM WALLBOARD LID OVER VAPOR BARRIER OVER 3-5/8" INTERIOR METAL FRAMING SYSTEM SUSPENDED FROM TEE'S ABOVE. F1 S F1 S EXTEND PERIMETER WALLS TO ABOVE GYPSUM WALLBOARD LID. R-38 FIBERGLASS BATT INSULATION (2-LAYERS) OR BLOW-IN CELLULOSE INSULATION. COORDINATE ACCESS POINTS IN LID FOR INSTALLATION. UNCONDITIONED SPACE CEILING PLENUM AREA. INSTALL ALL PIPING, DUCTWORK ETC. IN THIS SPACE A310 01 TRAFFIC BEARING MEMBRANE ON DECK ABOVE ENCLOSED SPACES GYPSUM WALLBOARD AT WINDOW HEAD. FURR OUT WITH HAT CHANNELS AND SPRAY FOAM THE CAVITY A310 05 COMPRESSIBLE JOINT FILLER 4 1/2"3"DANDRID G E DREW WHI TEH I T AR-19400087 ARC TEC STATE OF No. DNDI NAA AIIREGISTERE D NDI NA AI H I TARC TECDANDRIDGEDREWWHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director CH CH 04/13/2017 A302 WALL SECTIONS 17003 Civil & Environmental Consultants, Inc. 530 East Ohio Street, Suite G 317.655.7777 Vector Consulting 1005 North Senate Avenue 317.632.4444 Fink Roberts & Petrie 9449 Priority Way West Drive, Suite 200 317.872.8400 Indianapolis, IN 46204 Indianapolis, IN 46202 Indianapolis, IN 46240 MIDTOWN SOUTH GARAGECARMEL REDEVELOPMENT COMMISSION580 VETERANS WAYCARMEL, INDIANA 46032SCALE: 1/2" = 1'-0"01 OFFICE SECTION # DESCRIPTION DATE 1 ADDENDUM No. 1 4/13/2017 1 SECOND FLOOR 15' - 0" C TURN TRAFFIC MEMBRANE UP WALL 6" SEALANT CANT PER TRAFIC MEMBRANE MFR DIRECTIONS TOPPING SLAB WITH 3" THICK WASH TRAFFIC BEARING MEMBRANE WATERSTOP INSTALLED BETWEEN PRECAST TEE AND PRECAST WALL PANEL PRIOR TO TOPPING SLAB INSTALLATION PRECAST TEE FIRST FLOOR 0' - 0" ELEVATOR PIT -5' - 0"5' - 0"STAINLESS STEEL SILL AND SUPPORT BRACKETS STAINLESS STEEL ELEVATOR JAMB AND DOOR PRECAST STRUCTURE w/ CONCRETE TOPPING ELEVATOR TRACK SYSTEM PRE-CAST CONCRETE WALL PANEL SUMP PIT LADDER CONCRETE FOOTING - REFER TO STRUCTURAL DWGS. DAMP-PROOFING AT WALLS AND FLOOR OF ELEVATOR PIT DAMP-PROOFING AT WALLS AND FLOOR OF STORMWATER DETENTION 11" SEALANT JOINT AT SEAM IN CONCRETE SUMP PUMP AND PIT - COORDINATE LOCATION w/ELEVATOR MFR AND MEP. STAINLESS STEEL SILL AND SUPPORT BRACKETS PRECAST STRUCTURE w/ CONCRETE TOPPING 8" CMU WALL STAINLESS STEEL ELEVATOR JAMB AND DOOR SEALANT JOINT AT SEAM IN CONCRETE POUR 11" CONCRETE TEE - REFER TO STRUCTURAL DWGS. FIRST FLOOR 0' - 0" A 5" CONCRETE SLAB PRECAST CONCRETE WALL PANEL CAST-IN-PLACE CONCRETE FOUNDATION WALL - REFER TO STRUCTURAL DWGS. 7 LEVEL 1.5 10' - 8" STRUCTURAL STEEL C-CHANNEL - REFER TO STRUCTURAL DWGS (PAINT) TURN DOWN TPO MIN. 2" ALUMINUM EDGE METAL AND CONTINIOUS CLEAT (PAINTED) P.T. WOOD BLOCKING TPO MEMBRANE ROOF EXTERIOR GRADE 3/4" PLYWOOD SHEATHING TPO MEMBRANE TERMINATION WITH SURFACE MOUNTED COUNTERFLASHING STRUCTURAL STEEL HSS JOIST - REFER TO STRUCTURAL DWGS (PAINT) 1-1/2" METAL DECK - REFER TO STRUCTURAL DWGS (PAINT) STEEL ROD AND PLATE TIE-BACK - REFER TO STRUCTURAL DWGS (PAINT) TREATED 2X BLOCKING AND CANT STRIP EXTEND EPDM UP WALL OF PRECAST w/TERMINATION BAR AND SEALANT 1' - 3"6"8"1 1/2"PRECAST CONCRETE WALL PANEL 8"1 1/2"ELEVATION SECTION WALL BRACKET STEEL RUNG WITH ANTI-SLIP TREAD 3"1' - 6" CAST IN PLACE FOUNDATION WALL 8"5' - 0"PARKING DECK 1/2" x 2-1/2" STEEL FLAT BARS SPACE SUPPORTS 60" O.C. MAX8"MANHOLE COVER 1' - 4" 2' - 0" 8"DANDRID G E DREW WHI TEH I T AR-19400087 ARC TEC STATE OF No. DNDI NAA AIIREGISTERE D NDI NA AI H I TARC TECDANDRIDGEDREWWHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director JK CH 03/28/2017 A310 SECTION DETAILS 17003 Civil & Environmental Consultants, Inc. 530 East Ohio Street, Suite G 317.655.7777 Vector Consulting 1005 North Senate Avenue 317.632.4444 Fink Roberts & Petrie 9449 Priority Way West Drive, Suite 200 317.872.8400 Indianapolis, IN 46204 Indianapolis, IN 46202 Indianapolis, IN 46240 MIDTOWN SOUTH GARAGECARMEL REDEVELOPMENT COMMISSION580 VETERANS WAYCARMEL, INDIANA 46032KIT OF PARTS SCALE: 1 1/2" = 1'-0"01 PERIMETER WATERPROOFING ABOVE ENCLOSED SPACES SCALE: 3/4" = 1'-0"02 ELEVATOR SILL DETAIL - FIRST FLOOR SCALE: 3/4" = 1'-0"03 ELEVATOR SILL DETAIL - SECOND FLOOR SCALE: 3/4" = 1'-0"04 FOUNDATION DETAIL (TYPICAL) SCALE: 1 1/2" = 1'-0"05 ROOF CANOPY SECTION SCALE:NTS06Manhole Cover Detail SCALE: 1" = 1'-0"07 LADDER - MANHOLE ACCESS # DESCRIPTION DATE 2 x 2 LAY-IN CEILING GRID GYPSUM BOARD CEILING OR GYPSUM BOARD BULKHEAD CEILING TYPE CEILING HEIGHT X X EXPOSED STRUCTURE CEILING LEGEND GENERAL CEILING PLAN NOTES A. REFER TO CEILING PLAN FOR ALL CEILING HEIGHTS. B. ALL GRIDS ARE CENTERED IN ROOMS EACH DIRECTION UNLESS NOTED OTHERWISE. C. LOCATE CEILING GRIDS WITHIN ROOMS SUCH THAT BORDERS CONTAIN NOT LESS THAN 1/2 TILE WIDTH, UNLESS OTHERWISE INDICATED. D. CENTER PENETRATIONS IN ACOUSTICAL CEILING SYSTEMS WITHIN INDIVIDUAL CEILING PANELS, SUCH AS SPRINKLER HEADS, DIFFUSERS, LIGHT FIXTURES, ETC., UNLESS OTHERWISE INDICATED. E. PAINT ALL EXPOSED GYPSUM WALLBOARD SURFACES UNLESS NOTED OTHERWISE. REFER TO FINISH PLAN FOR COLORS. F. ALL EXPOSED DUCTWORK, PIPING, CONDUITS ETC. SHALL BE PAINTED. COLOR TO MATCH CEILING OR EXPOSED STRUCTURE UNLESS OTHERWISE NOTED. G. PROVIDE CONTROL JOINTS IN GYPSUM WALLBOARD CEILINGS AT 20' MAXIMUM. VERIFY LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. H. COORDINATE REFLECTED CEILING PLAN WITH MECHANICAL, PLUMBING, ELECTRICAL, AND LIFE SAFETY PLANS. PROVIDE COORDINATION DRAWINGS FOR REVIEW PRIOR TO CEILING INSTALLATION. I. LIGHT FIXTURES, SPRINKLER HEADS, HVAC SUPPLY AND RETURN GRILLES ARE SHOWN FOR LOCATION ONLY. REFER TO MEP DRAWINGS FOR ADDITIONAL INFO. J. PROVIDE ACOUSTICAL CEILING HOLD-DOWN CLIPS IN VESTIBULES. IN ROOMS WITH EXTERIOR ENTRANCE DOORS PROVIDE HOLD-DOWN CLIPS FOR 10' IN ALL DIRECTION OF DOORWAY. CEILING TAG 4 x 4 LAY-IN CEILING GRID 7 A A 7 P1 P1 C05 C02 EQ.EQ.EQ.EQ. C01 35' - 11"EQ.EQ.C05 STAIR 1 ST1-4 ELEVATOR LOBBY 401 C05 C02 C02 C02 C02 EQ.EQ.EQ.EQ. 3' - 0 1/2"8' - 11"3' - 0 1/2"10' - 1 1/2"10' - 9 1/2"2' - 0 1/2"6' - 0"6' - 7 1/2"5' - 4"20' - 0"C02 16' - 10"3' - 2"C04C04 C04C04 20' - 11" 7 C C 7 15' - 0"20' - 11"19' - 0 3/8"35' - 11"15' - 10 3/8"3' - 2"C05 C05 C02 P14' - 7 1/4"6' - 4 3/4"5' - 5"2' - 7 1/2"3' - 0 1/2"8' - 11"13' - 6"10' - 5 1/2" EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ. C02 C02 C02 C05 C05 VESTIBULE 402 STAIR 2 ST2-4 C04C04 C04C04 P1 1 A A 1 10' - 7"C05 C02EQ.EQ.EQ.EQ.EQ.EQ.P1 P1 STAIR 3 ST3-4 12' - 0" 1" 8' - 10" C05 C04C04 24' - 0"3' - 2"20' - 11"DANDRID G E DREW WHI TEH I T AR-19400087 ARC TEC STATE OF No. DNDI NAA AIIREGISTERE D NDI NA AI H I TARC TECDANDRIDGEDREWWHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director JK CH 03/28/2017 A401 REFLECTED CEILING PLANS 17003 Civil & Environmental Consultants, Inc. 530 East Ohio Street, Suite G 317.655.7777 Vector Consulting 1005 North Senate Avenue 317.632.4444 Fink Roberts & Petrie 9449 Priority Way West Drive, Suite 200 317.872.8400 Indianapolis, IN 46204 Indianapolis, IN 46202 Indianapolis, IN 46240 MIDTOWN SOUTH GARAGECARMEL REDEVELOPMENT COMMISSION580 VETERANS WAYCARMEL, INDIANA 46032REFLECTED CEILING KEYNOTES C01 BOND BEAM HEADER AT CMU WALL. C02 1" X 1/2" REVEAL IN PRECAST ROOF PANEL. PAINT P1. C03 DRYWALL LID AT 14'-0" ABOVE ENTIRE OFFICE AREA. C04 REFER TO MEP DRAWINGS FOR LIGHTING AND HVAC ITEMS INSTALLED IN CEILINGS. C05 ELECTRICAL LIGHTING - REFER TO MEP DWGS. CEILING TYPES TYPE DESCRIPTION A ACOUSTICAL PANEL TYPE A IN GRID TYPE A. 24" X 24" ACOUSTICAL CEILING TO BE ARMSTRONG OPTIMA 3355 SQUARE TEGULAR INSTALLED IN 9/16" SILHOUETTE XL BOLT SLOT 1/8" REVEAL SUSPENSION GRID. B GYPSUM WALLBOARD CEILING ON GRID SUSPENSION SYSTEM. REFER TO FINISH PLAN FOR PAINTING. C NO CEILING IN THIS ROOM - PAINTED EXPOSED STRUCTURE. SCALE: 1/4" = 1'-0"01 FOURTH FLOOR REFLECTED CEILING PLAN - STAIR 1 SCALE: 1/4" = 1'-0"02 FOURTH FLOOR REFLECTED CEILING PLAN - STAIR 2 SCALE: 1/4" = 1'-0"03 FOURTH FLOOR REFLECTED CEILING PLAN - STAIR 3 # DESCRIPTION DATE 1 ADLS COMMENTS 5/11/2017 1 DOOR & FRAME MATERIAL ABBREVIATIONS GENERAL DOOR NOTES MATERIALS: HM = HOLLOW METAL IHM = INSULATED HOLLOW METAL SCW = SOLID CORE WOOD AL = ALUMINUM STL = STEEL, GALVANIZED IMP = INSULATED METAL PANEL A. REFER TO THE PROJECT MANUAL FOR DOOR HARDWARE SETS. B. ALL HOLLOW METAL DOORS AND FRAMES TO RECIEVE 3-COAT PAINT SYSTEM - PRIME, INTERMEDIATE AND FINISH COATS. REFER TO PAINTING SPECIFICATION. REFER TO FINISH PLAN AND EXTERIOR ELEVATIONS FOR COLOR.REFER TO THE PROJECT MANUAL FOR THE GLAZING SCHEDULE. C. REFER TO A000 FOR GLAZING SCHEDULE. DOOR SCHEDULE REMARKS 1. DOOR IS INSTALLED IN A THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM. REFER EXTERIOR ELEVATIONS AND FRAME ELEVATIONS. 2. COILING COUNTER DOOR. 3. REFER TO FRAME ELEVATIONS FOR DETAILS. FINISHES: CA = CLEAR ANODIZED PRE = FACTORY PREFINISHED PT = PAINTED 1" CLEAR INSULATING GLASS WITH LOW-E COATING, HEAT STRENGTHENED 1/4" FULLY TEMPERED LOW-E CLEAR FLOAT GLASS IGL-1 GL-1 1" CLEAR INSULATING GLASS WITH LOW-E COATING, FULLY TEMPEREDIGL-2 **REFER TO PROJECT MANUAL FOR COMPLETE GLAZING SPECIFICATION. **CONTRACTOR TO PROVIDE FULLY TEMPERED LITES IN ALL LOCATIONS REQUIRED BY CODE INCLUDING BATHROOMS AND WITHIN 30" OF FLOOR GLAZING SCHEDULE 1/4" FULLY TEMPERED CLEAR FLOAT GLASSGL-2 1/4" FULLY TEMPERED SPANDREL GLASSGL-2 FG NFG REF. SCHED.REF. SCHED.REF. SCHED.REF. SCHED.REF. SCHED.REF. SCHED.REF. SCHED.REF. SCHED.F1 F2 2"REF. SCHED.2"2"REF. SCHED.HOLLOW METAL FRAME HOLLOW METAL FRAME F3 HOLLOW METAL FRAME4"REF. SCHED.2"REF. SCHED.2"3' - 6"4' - 0"4' - 0" GL-1 2" TYP. HOLLOW METAL FRAME CLIP4"2" INTERIOR WALL CONSTRUCTION REFER TO PLANS FOR TYPE DOUBLE STUD AT JAMB TYP. HOLLOW METAL FRAME - REFER SCHEDULE DOOR - REFER SCHEDULE SEALANT JOINT TYP.4 7/8"INTERIOR WALL CONSTRUCTION REFER TO PLANS FOR TYPE HOLLOW METAL FRAME - REFER SCHEDULE DOOR - REFER SCHEDULE SEALANT JOINT AT FRAME PERIMETER TYP. 4 7/8" METAL STUD HEADER. SIZE PER OPENING WIDTH HOLLOW METAL FRAME - REFER SCHEDULE DOOR - REFER SCHEDULESEALANT AT PERIMETER TYP. CMU WALL 7 5/8"2" CMU FRAME CLIP 6"BULLNOSE 7 5/8"1"4 1/4"2"6"HOLLOW METAL FRAME - REFER SCHEDULE DOOR - REFER SCHEDULE SEALANT AT PERIMETER TYP. BOTH SIDES CONCRETE MASONRY UNIT 5/8" GYPSUM WALLBOARD 3-5/8" INTERIOR METAL FRAMING SPECIFIED SPRAY-APPLIED INSULATION BULLNOSE HOLLOW METAL FRAME - REFER SCHEDULE DOOR - REFER SCHEDULE SEALANT JOINT TYP. AT PERIMETER BOND BEAM REFER TO STRUCTRUAL DWG'S 4"4"HOLLOW METAL FRAME - REFER SCHEDULE SEALANT AT PERIMETER TYP. BOTH SIDES 5/8" GYPSUM WALLBOARD 3-5/8" INTERIOR METAL FRAMING SPECIFIED SPRAY-APPLIED INSULATION 7 5/8"1"4 1/4" 1"6" DOOR - REFER TO SCHEDULE CONCRETE MASONRY UNIT. BOND BEAM LINTEL HOLLOW METAL FRAME - REFER SCHEDULE DOOR - REFER SCHEDULE SEALANT JOINT AT PERIMETER TYP. BOTH SIDES PRECAST CONCRETE WALL PANEL 2"3/4" CHAMFER HOLLOW METAL FRAME - REFER SCHEDULE DOOR - REFER SCHEDULE SEALANT AT PERIMETER TYP. BOTH SIDES PRECAST CONCRETE WALL PANEL 2"6"3/4" CHAMFER THERMALLY BROKEN STOREFRONT FRAME DOOR - REFER SCHEDULE SEALANT AT PERIMETER TYP. BOTH SIDES PRECAST CONCRETE WALL PANEL WITH THIN BRICK9"1"4 1/4"5/8" GYPSUM WALLBOARD 3-5/8" INTERIOR METAL FRAMING SPECIFIED SPRAY-APPLIED INSULATION 3"4 1/2"8"3/8" SPRAY FOAM VOIDS 3"4 1/2" 9"1"4 1/4" SPECIFIED SPRAY-APPLIED INSULATION 3-5/8" INTERIOR METAL FRAMING 5/8" GYPSUM WALLBOARD SEALANT AT PERIMETER TYP. BOTH SIDES THERMALLY BROKEN STOREFRONT FRAME PRECAST CONCRETE WALL PANEL DOOR - REFER TO SCHEDULE SPRAY FOAM VOIDS THERMALLY BROKEN STOREFRONT FRAME DOOR - REFER SCHEDULE SEALANT AT PERIMETER TYP. BOTH SIDES PRECAST CONCRETE WALL PANEL WITH THIN BRICK9"3"4 1/2"8"3/8" SPRAY FOAM VOIDS 3"4 1/2" 9" SEALANT AT PERIMETER TYP. BOTH SIDES THERMALLY BROKEN STOREFRONT FRAME PRECAST CONCRETE WALL PANEL DOOR - REFER TO SCHEDULE SPRAY FOAM VOIDS DANDRID G E DREW WHI TEH I T AR-19400087 ARC TEC STATE OF No. DNDI NAA AIIREGISTERE D NDI NA AI H I TARC TECDANDRIDGEDREWWHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director CH CH 03/28/2017 A501 DOOR SCHEDULE 17003 Civil & Environmental Consultants, Inc. 530 East Ohio Street, Suite G 317.655.7777 Vector Consulting 1005 North Senate Avenue 317.632.4444 Fink Roberts & Petrie 9449 Priority Way West Drive, Suite 200 317.872.8400 Indianapolis, IN 46204 Indianapolis, IN 46202 Indianapolis, IN 46240 MIDTOWN SOUTH GARAGECARMEL REDEVELOPMENT COMMISSION580 VETERANS WAYCARMEL, INDIANA 46032SCALE: 1/4" = 1'-0" DOOR TYPES SCALE: 1/4" = 1'-0" FRAME TYPES DOOR SCHEDULE - GARAGE OPENING #ROOM NAME DOOR FRAME DETAILS LABEL HDWR SET REMARKSWIDTHHEIGHTTHICKNESSMATERIALELEVATIONFINISHGLAZINGELEVATIONMATERIALFINISHHEADJAMBSILLFIRE RATING100 GARAGE FIRST FLOOR 3' - 0" 8' - 0" 1 3/4" AL FG PRE GL-1 F4 AL PRE H6 J6 S1 - 101 ELECTRICAL 3' - 0" 7' - 0" 1 3/4" HM F PT - F2 HM PT H2 J2 S2 - 102 RISER RM. 3' - 0" 7' - 0" 1 3/4" HM F PT - F1 HM PT H1 J1 - - 103 OFFICE BUILDOUT SPACE 3' - 0" 8' - 0" 1 3/4" AL FG PRE IGL2 F3 AL PRE H5 J5 S1 - 103A OFFICE BUILDOUT SPACE 3' - 0" 8' - 0" 1 3/4" AL FG PRE IGL2 F3 AL PRE H5 J5 S1 - 103B OFFICE BUILDOUT SPACE 3' - 0" 8' - 0" 1 3/4" AL FG PRE IGL2 F3 AL PRE H5 J5 S1 - 103C OFFICE BUILDOUT SPACE 3' - 0" 7' - 0" 1 3/4" IHM F PT - F2 HM PT H4 J4 S2 90 MIN 103D OFFICE BUILDOUT SPACE 3' - 0" 7' - 0" 1 3/4" IHM F PT - F2 HM PT H4 J4 S2 90 MIN 104 IT ROOM 3' - 0" 7' - 0" 1 3/4" IHM F PT - F2 HM PT H4 J4 S2 - 401 ELEVATOR LOBBY 3' - 0" 7' - 0" 1 3/4" IHM G PT GL-1 F2 HM PT H3 J3 S2 - 402 VESTIBULE 3' - 0" 7' - 0" 1 3/4" IHM G PT GL-1 F2 HM PT H3 J3 S2 - ST1-2 STAIR 1 3' - 0" 7' - 0" 1 3/4" HM G PT GL-2 F1 HM PT H3 J3 - ST1-3 STAIR 1 3' - 0" 7' - 0" 1 3/4" HM G PT GL-2 F1 HM PT H3 J3 - ST1-4 STAIR 1 3' - 0" 7' - 0" 1 3/4" IHM G PT GL-2 F1 HM PT H3 J3 - ST2-1 STAIR 2 3' - 0" 8' - 0" 1 3/4" AL FG PRE GL-1 F4 AL PRE H6 J6 S1 - ST2-1A STAIR 2 3' - 0" 7' - 0" 1 3/4" HM N PT GL-2 F1 HM PT H3 J3 - ST2-2 STAIR 2 3' - 0" 7' - 0" 1 3/4" HM G PT GL-2 F1 HM PT H3 J3 - ST2-3 STAIR 2 3' - 0" 7' - 0" 1 3/4" HM G PT GL-2 F1 HM PT H3 J3 - ST2-4 STAIR 2 3' - 0" 7' - 0" 1 3/4" HM G PT GL-2 F1 HM PT H3 J3 - ST3-1 STAIR 3 3' - 0" 7' - 0" 1 3/4" HM N PT GL-2 F1 HM PT H3 J3 - ST3-1A STAIR 3 3' - 0" 7' - 0" 1 3/4" HM G PT GL-2 F1 HM PT H3 J3 - ST3-2 STAIR 3 3' - 0" 7' - 0" 1 3/4" HM G PT GL-2 F1 HM PT H3 J3 - ST3-3 STAIR 3 3' - 0" 7' - 0" 1 3/4" HM G PT GL-2 F1 HM PT H3 J3 - ST3-4 STAIR 3 3' - 0" 7' - 0" 1 3/4" HM G PT GL-2 F1 HM PT H3 J3 - SCALE: 3" = 1'-0"J1 DETAIL HM JAMB AT 4 7/8" WALL SCALE: 3" = 1'-0"H1 DETAIL HM HEAD AT 4 7/8" WALL SCALE: 3" = 1'-0"J2 JAMB DETAIL SCALE: 3" = 1'-0"J4 JAMB DETAIL SCALE: 3" = 1'-0"H2 HEAD DETAIL SCALE: 3" = 1'-0"H4 HEAD DETAIL SCALE: 3" = 1'-0"H3 HEAD DETAIL SCALE: 3" = 1'-0"J3 JAMB DETAIL SCALE: 3" = 1'-0"J5 JAMB DETAIL SCALE: 3" = 1'-0"H5 HEAD DETAIL SCALE: 3" = 1'-0"J6 JAMB DETAIL SCALE: 3" = 1'-0"H6 HEAD DETAIL # DESCRIPTION DATE 1 ADLS COMMENTS 5/11/2017 1 HOLLOW METAL DOOR ALUM. THRESHOLD SET IN BED OF SEALANT EXPANSION JOINT CONCRETE SLAB / FOUNDATION - REFER STRUCTURAL DWG'S INTERIOR EXTERIOR EXTERIOR PAVING - REFER LANDSCAPE / CIVIL DWG'S SLOPE HOLLOW METAL DOOR ALUM. THRESHOLD SET IN BED OF SEALANT CONCRETE SLAB / FOUNDATION - REFER STRUCTURAL DWG'S PRE FINISHED ALUM. DOOR ALUM. THRESHOLD SET IN BED OF SEALANT EXPANSION JOINT FLOOR FINISH - SEE FLOOR FINISH CONCRETE SLAB / FOUNDATION - REFER STRUCTURAL DWG'S INTERIOR EXTERIOR EXTERIOR PAVING - REFER LANDSCAPE / CIVIL DWG'S REFER TO ELEVATIONS FOR GLAZING TYPE TRANSOM BAR THERMALLY BROKEN ALUMINUM AND GLASS STOREFRONT SYSTEM THERMALLY BROKEN STOREFRONT DOOR - REFER SCHEDULE INSULATED GLAZING - REFER ELEVATIONS FOR TYPE 4 1/2"2"INTERIOR WALL CONSTRUCTION REFER TO PLANS FOR TYPE ALUMINUM AND GLASS STOREFRONT SYSTEM GLAZING - REFER ELEVATIONS. SHIM AND SEALANT JOINT TYP. REF. PLAN METAL STUD HEADER. SIZE PER OPENING WIDTH 3/8"ALUMINUM AND GLASS STOREFRONT SYSTEM SHIM AND SEALANT JOINT TYP. PRECAST CONCRETE PANEL REFER ELEVATION FOR GLAZING TYPE ALUMINUM AND GLASS STOREFRONT SYSTEM DOOR - REFER SCHEDULE GLAZING - REFER ELEVATIONS DANDRID G E DREW WHI TEH I T AR-19400087 ARC TEC STATE OF No. DNDI NAA AIIREGISTERE D NDI NA AI H I TARC TECDANDRIDGEDREWWHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director CH CH 03/28/2017 A502 DOOR AND STOREFRONT DETAILS 17003 Civil & Environmental Consultants, Inc. 530 East Ohio Street, Suite G 317.655.7777 Vector Consulting 1005 North Senate Avenue 317.632.4444 Fink Roberts & Petrie 9449 Priority Way West Drive, Suite 200 317.872.8400 Indianapolis, IN 46204 Indianapolis, IN 46202 Indianapolis, IN 46240 MIDTOWN SOUTH GARAGECARMEL REDEVELOPMENT COMMISSION580 VETERANS WAYCARMEL, INDIANA 46032SCALE: 3" = 1'-0"S2 HM FRAME SILL DETAIL EXTERIOR1 SCALE: 3" = 1'-0"S1 HM DOOR SILL DETAIL INTERIOR1 SCALE: 3" = 1'-0"S3 STOREFRONT EXTERIOR - SILL DETAIL1 SCALE: 3" = 1'-0"04 HEAD DETAIL: STOREFRONT SCALE: 3" = 1'-0"05 HEAD DETAIL: INTERIOR STOREFRONT SCALE: 3" = 1'-0"03 JAMB DETAIL: INTERIOR STOREFRONT SCALE: 3" = 1'-0"02 STOREFRONT INTERIOR - JAMB DETAIL1 # DESCRIPTION DATE DANDRID G E DREW WHI TEH I T AR-19400087 ARC TEC STATE OF No. DNDI NAA AIIREGISTERE D NDI NA AI H I TARC TECDANDRIDGEDREWWHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope 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 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2492 Garmong Construction Services 5988 North Michigan Road Indianapolis, Indiana 46228 317.682.1001 Corrie Meyer, Executive Director JK CH 03/28/2017 A503 GLAZING ELEVATIONS 17003 Civil & Environmental Consultants, Inc. 530 East Ohio Street, Suite G 317.655.7777 Vector Consulting 1005 North Senate Avenue 317.632.4444 Fink Roberts & Petrie 9449 Priority Way West Drive, Suite 200 317.872.8400 Indianapolis, IN 46204 Indianapolis, IN 46202 Indianapolis, IN 46240 MIDTOWN SOUTH GARAGECARMEL REDEVELOPMENT COMMISSION580 VETERANS WAYCARMEL, INDIANA 46032# DESCRIPTION DATE