istoric 100 Center 109 ld Stable ane - Astro Applications · Snapshot Property Details Price...

Snapshot Property DetailsPrice reduced! The former Kamm Brewery, more recently known as The 100 Center, comprises approximately 100,000 SF and has been a part of Mishawaka’s history since 1857. In the 1970s, this 19th-century brick complex was once known as the “place to go” for a unique shopping, restaurant and entertainment experience .The 100 Center has been an icon in the community with a long history of dozens of retail and restaurant businesses attracting visitors from all around. Locate near the quaint St. Joseph River with views of Kamm Island, this property offers a great aesthetic to compliment an office, multifamily, or retail use and offers ample parking in common.

Video available at: Historic 100 Center

Building: 99,384 SF

Available: Suites: 996 SF - 8,125 SF

Land: 1.05 Acres

Zoning: C3 - City Center Commercial

Parking: In Common

Lease Rate: $10.00 to $12.00 PSF NNN

Reduced Price: $1,300,000 ($1,600,000)

Information furnished regarding property for sale, rental or financing is from sources deemed reliable. But no warranty or representation is made as to the accuracy thereof and same is submitted subject to errors, omissions, change of price, rental or other conditions, prior sale, leased, financing or withdrawal without notice. No liability of any kind is to be imposed on the broker herein.

4100 Edison Lakes Parkway, Suite 350Mishawaka, Indiana574.271.4060574.271.4292 Faxwww.cressy.com

Global Brokerage Division of Cressy Commercial Real Estate

JOHN MESTERSenior [email protected]

Historic 100 Center109 Old Stable LaneMishawaka, Indiana

Office and Retail Space for Sale or Lease

MACY TROYERBroker(d) 574.485.1519 | (m) [email protected]

CHRISTOPHER J. BARTHBroker(d) 574.485.1553 | (m) [email protected]

PRICE REDUCED! Seller Financing Available | Office, Retail and Restaurant Opportunities

https://www.youtube.com/watch?v=yixPuHq8cWE&feature=youtu.be

www.cressyandeverett.com

mailto:[email protected]











Property Photos













Conceptual First Floor Plan













Located Just Minutes From Notre Dame and I-80/90 Toll Road

LocationLocated just 5 miles from the University of Notre Dame, 4 miles from Downtown South Bend and 7 miles to the Indiana Toll Rd. I-80/90.





Area DescriptionThe property is located in the central business district of Mishawaka surrounded by restaurants, professional office buildings, financial banking businesses, US post office, Mishawaka library, and commercial/retail businesses. The property is walking distance to Kamm Island Park and the river walk area. It is also near the new $45 million mixed-use development, The Mill at Ironworks Plaza, which will consist of 232 luxury apartment homes and 13,213 SF of retail. Approximately 15,000 cars drive by the property daily. The downtown has an pro-active Mishawaka Business Association.

2018 DEMOGRAPHICS 1 MILE 3 MILE 5 MILEPOPULATION 15,112 83,321 156,337NUMBER OF HOUSEHOLDS 6,546 36,541 63,722AVERAGE HOUSEHOLD INCOME $44,738 $54,384 $57,760









Growing Downtown Area with Many Amenities | Near New Mixed Use Development





A5-00115

A2-001

A3-001 A3-001A

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A4-001

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224 WEST JEFFERSON BLVDSUITE 100SOUTH BEND INDIANA 46601574-643-7567

www.CreativeDesignInc.com

DRAWN BY:

CHECKED BY:

DATE:SCALE:

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ARCHITECT:

SHEET NAME

NO. DATE

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SUBMISSION

Copyright © 2019

SHEET NUMBER

A

25

DRAWING INDEX

DRAWING SYMBOLS

GENERAL PROJECT NOTES PROJECT LOCATION

APPLICABLE PROJECT CODES

SECTION NUMBER

ELEVATIONSYMBOLS

DETAIL NUMBER

EXTERIOR INTERIOR

ELEVATIONNUMBER

SHEET REFERENCE(TYPICAL)

SECTIONSYMBOL

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CROSS -SECTIONSYMBOL

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PROJECT TEAMCODE SUMMARY

ALL DRAWINGS, DETAILS, CONTRACT, GENERAL AND RELATED DOCUMENTS ISSUED AS THE CONTRACT DOCUMENTS ARE INTENDED, TAKEN AND INTERPRETED AS A SINGULAR WHOLE BODY OF WORK. ALL CONTRACTORS, REGARDLESS OF THEIR SKILL SET OR DISCIPLINE, SHALL BE RESPONSIBLE FOR THE FULL SET OF THE CONTRACT DOCUMENTS.

ALL CONTRACTORS SHALL BE LICENSED, BONDED, AND INSURED BY THE STATE OF INDIANA, TO PERFORM THE SCOPE OF WORK FOR WHICH THEY ARE CONTRACTED. THE CONTRACTOR'S LICENSE SHALL BE CONSISTENT WITH THE TYPE OF WORK THEY ARE PERFORMING, WHERE REQUIRED BY LOCAL GOVERNING BODY.

ALL CONTRACTORS ARE REQUIRED TO FULLY COMPLY WITH STATE & LOCAL CODES AND REGULATIONS.

DO NOT SCALE DRAWINGS, IF CLARIFICATION IS REQUIRED, CONSULT ARCHITECT OR ENGINEER.

ALL CONTRACTORS AGREE TO PERFORM THE WORK IN A SAFE AND PROPER MANNER AS TO COMPLY WITH ALL LAWS AND ORDINANCES REFERRING TO SUCH WORK, AND WILL INDEMNIFY AND HOLD HARMLESS THE OWNER, ARCHITECT, AND ENGINEER AGAINST ALL CLAIMS, PENALTIES, DAMAGES OR LEGAL ACTIONS FOR BREACH OF THIS PROVISION.

PRIOR TO THE START OF CONSTRUCTION AND THROUGHOUT THE DURATION OF THIS PROJECT FROM BEGINNING TO COMPLETION, ALL CONTRACTORS ARE RESPONSIBLE FOR MAINTAINING A SAFE WORKING ENVIRONMENT AND FOR PROTECTING THE OWNER'S PROPERTY BOTH ON SITE AND IN THE BUILDING, INCLUDING BUT NOT LIMITED TO FURNISHINGS, FURNITURE AND EQUIPMENT.

ALL CONTRACTORS AT ALL TIMES SHALL KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS AND/OR RUBBISH CAUSED BY ITS EMPLOYEES OR WORK. AT THE COMPLETION OF EACH DAY OF WORK, THE CONTRACTOR SHALL REMOVE THEIR RUBBISH AND DEBRIS FROM THE JOB SITE AND DISPOSE OF IN A PROPER MANNER. VERIFY DUMPSTER LOCATION WITH OWNER PRIOR TO STARTING ANY DEMOLITION WORK.

THE EXISTING BUILDING WILL BE OCCUPIED DURING RENOVATION AND CONSTRUCTION ACTIVITIES. ALL CONTRACTORS ARE RESPONSIBLE FOR PROVIDING AND MAINTAINING A WORKSITE THAT IS SAFE AND THAT PROTECTS THE PUBLIC, THE STAFF, AND ANY OTHER NON-CONTRACTORS FROM HARM DURING ANY CONSTRUCTION ACTIVITIES.

VISUALLY FIELD VERIFY ALL SITE CONDITIONS PRIOR TO COMMENCING WITH WORK. NOTIFY THE ARCHITECT IF THERE ARE ANY MAJOR DISCREPANCIES BETWEEN THE DRAWINGS AND THE EXISTING FIELD CONDITIONS. IF DISCREPANCIES ARE IDENTIFIED AS PART OF THE CONSTRUCTION WHICH WILL IMPACT THE NATURE OR THE INTENT OF THE DRAWINGS, NOTIFY THE ARCHITECT.

HOLD ALL DIMENSIONS INDICATED AS CRITICAL OR CLEAR.

DIMENSIONS WHICH ARE INDICATED WITH A (+/-) MAY VARY AS MUCH AS 3" IN EITHER DIRECTION. NOTIFY ARCHITECT IF VARIATION IS GREATER THAN 3".

COORDINATION OF VARIOUS TRADES IS MANDATORY. ALL CONTRACTORS SHALL CROSS REFERENCE THE ENTIRE SET OF DRAWINGS AND CONFIRM THAT ALL REQUIRED WORKMANSHIP, MATERIALS, EQUIPMENT ETC, IS ACCOUNTED FOR. IT IS THE EVERY CONTRACTORS RESPONSIBILITY TO PROVIDE A FULLY FUNCTIONING SYSTEM AND COMPLETE PRODUCT.

THE GENERAL CONTRACTOR SHALL OBTAIN AND BEAR THE COST OF ALL REQUIRED PERMITS, APPROVALS AND INSPECTIONS.

PROJECT DESCRIPTION

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100 CENTER EAST BULIDINGRENOVATION

MISHAWAKA, INDIANA4-23-19

CREATIVE DESIGN SOLUTIONS, Inc.224. W. JEFFERSON BLVD. SUITE 100SOUTH BEND, IN 46601ATTN: SEAN FREDERICKCELL: 574-643-7567EMAIL: [email protected]

SHEET NUMBER SHEET NAMEGENERALT0-01 TITLE SHEETLS-01 LIFE SAFETY PLANC1-01 OVERALL SITE PLANS1-01 FOUNDATION PLANARCHITECTURALA0-01 DEMOLITION PLANA0-02 EXISTING/ DEMO ELEVATIONSA0-03 EXISTING/ DEMO ELEVATIONSA1-00 BASMENT PLANA1-01 FLOOR PLANA1-02 REFLECTED CEILING PLANA2-01 EXTERIOR ELEVATIONSA2-02 EXTERIOR ELEVATIONSA3-01 BUILDING SECTIONA3-02 BULDING SECTIONA3-03 WALL SECTIONSA4-01 ENLARGED RESTROOM PLANSA5-01 DETAILSA5-02 DETAILSA6-01 DOOR AND HARDWARE SCHEDULEPLUMBINGP1-01 PLUMBING PLANMECHANICALM1-02 MECHANICAL FLOOR PLANELECTRICALE1-01 ELECTRICAL POWER PLANE1-02 ELECRICAL LIGHTING PLAN

PROJECT LOCATION

A. OCCUPANCY CLASSIFICATION:

C. BUILDING AREA:

D. BUILDING HEIGHT:

B. CONSTRUCTION TYPE:

STORIES

ALLOWABLE

ACTUAL

E. BUILDING SPRINKLERED

2

ASSUMED TO BEM - MERCANTILE

7,857 SF

F. REQUIRED RATINGS:

STRUCTURE 0

0

0

0

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CORRIDORS 1 HR

BEARING WALLS

NON BEARING WALLS

ROOF

FLOOR

SHAFTS

FURNACE/BOILER NA

STORAGE < 100 SF 1

9,000 SFALLOWABLE

1

TYPE II-B

NA

SEPARATIONOFOCCUPANCIES

NA

NO

CONTRACTOR:

OWNER:

ARCHITECT:

THIS IS A RENOVATION PROJECT OF EXISTING A2 OCCUPANCY (BANQUET CENTER) INTO SHELL SPACE FOR FUTURE TENANTS. THE ASSUMED OCCUPANY IS M - MERCANTILE. EXTERIOR UPGRADES WILL BE INCLUDED AS PART OF THE RENOVATION.

CRESSY & EVERETT REAL ESTATE4100 EDISON LAKES PARKWAY, SUITE 350MISHAWAKA, IN 46545ATTN: JOSH HIGGINBOTHAMPHONE: 574-271-4060EMAIL: [email protected]

RANKO RISTIC3231 MANNHEIM ROADFRANKLIN PARK, IL 60131PHONE: 773-443-1132EMAIL: [email protected]

THIS PROJECT IS DESIGNED TO BE CONSTRUCTED IN CONFORMANCEWITH THE FOLLOWING CODES.

CHAPTER 11 - ACCESSIBILITYMECHANICAL CODE

ELECTRICAL CODE

ADMINISTRATIVE RULESGENERAL ADMINISTRATIVE RULES (GAR)

PLUMBING CODE

HANDICAP ACCESSIBILITY CODE

ENERGY CODE

- 675 IAC 19-3

FUEL GAS CODE

CONSERVATION CODE (IECC)

- 2012 INTERNATIONAL FIRE CODE

2014 INDIANA BUILDING CODE

- 675 IAC 13-2.5-12 CHAPTER 11

2009 INDIANA ELECTRICAL CODE (IEC)- 2008 NFPA 70

2010 INDIANA ENERGY

- ASHRAE 90.1 2007BUILDING CODE

- 675 IAC 12

FIRE CODE

2012 INDIANA PLUMBING CODE (IPC)- 2006 INTERNATIONAL PLUMBING CODE- 675 IAC 16-1.4

BUILDING REHABILITATION STANDARDINDIANA BUILDING REHABILITATION STANDARD

- 675 IAC 12-8

2014 INDIANA BUILDING CODE (IBC)- 2012 INTERNATIONAL BUILDING CODE

ANSI A117.1-2009

- 675 IAC 13-2.6

2014 INDIANA MECHANICAL CODE (IMC)- 2012 INTERNATIONAL MECHANICAL CODE- 675 IAC 18-1.6

- 675 IAC 17-1.8

2014 INDIANA FIRE CODE (IFC)

- 675 IAC 22-2.5

INDIANA FUEL GAS CODE, 2014 EDITION- 2012 INTERNATIONAL FUEL GAS CODE- 675 IAC 25-3

DNDN

DNDN

DN

EXIT / ENTRANCE

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

ADJACENT BUILDING SEPARATE OCCUPANCY - R2

2

1

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GG

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G

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G

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RAMP DOWN

2596 SF

FUTURE TENANT5

106

747 SF

FUTURE TENTANT4

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747 SF

FUTURE TENANT3

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748 SF

FUTURE TENANT2

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1520 SF

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1 HOUR FIRE WALL

EGRESS PATH

EXITEXIT

EXIT SIGN WITH EMERGENCY LIGHT



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# OF BUILDING EXITS ( TABLE 1021.2) TOTAL OCCUPANTS WILL MOST LIKELY BE OVER 50 PEOPLE. MINIMUM OF 2 EXITS REQUIRED.

ACCESSIBLE EXITS (SECTION 1007)ONLY 1 EXIT IS ACCESSIBLE WITH RAMP. OTHER EXITS HAVE AREA OF RESCUE PER SECTION 1007.7.

ACCESSIBLE ENTRANCES (SECTION 1105)PER SECTION 1103.2.2 - EXISTING BUILDINGS SHALL COMPLY WITH SECTION 3411.

SECTION 3411.8.1 EXCEPTION 1 - IF THE BUILDING HAS AN ACCESSIBLE ENTRANCE, OTHER ALTERED ENTRANCES ARE NATO REQUIRED TO BE ACCESSIBLE. A SIGN COMPLYING WITH SECTION 110 WILL BE PROVIDED TO INDICATE THE ACCESSIBLE ENTRANCE.

EXITING REQUIREMENTS:

0' 8' 16'4'

GRAPHIC SCALE

THIS SPACE IS SHELLED OUT FOR FUTURE TENANTS. ASSUMED OCCUPANCY IS TYPE M (MERCANTILE).

BUILDING OCCUPANT LOAD:

MAXIMUM TRAVEL DISTANCE IS 75' (TABLE 1014.3)

COMMON PATH OF EGRESS TRAVEL:

1. THIS LINE INDICATES MAXIMUM EGRESS TRAVEL DISTANCE TO AN EXIT.DISTANCE IS LESS THAN 75'

2. DESIGNATED AREA FOR ASSISTED RESCUE 30" x 48".( SECTION 1007.7)

3. SEMI-RECESSED FIRE EXTINGUISHER CABINET.

KEYNOTES:

2 4-23-19 CODE ISSUES

2 HR EXISTING WALL

2 HR EXISTING WALL

2

PROBABLE FUTURE WALLS

DN

DN

ISLAND VIEW LANE

W FONT ST

OLD STABLE LANE

RIVER WALK

ST. JOSEPH RIVER

ISLAND VIEW LANE

NORTH CENTER STREET

EXISTING BUILDNGS

EXISTING BUILDING

EXISTING BUILDING

EXISTING BUILDING

PROJECT EXTENTS

PARKING

BUILDING

BRICK PAVERS

RIVER

SIDEWALK/ ROAD

SITE LEGEND

PROPOSED BUILDING



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1" = 30'-0"1 Site Plan

GRAPHIC SCALE

0' 30' 60'15'

UP

UP

UP

UP A5-011

Sim

17' - 6 1/2" 16' - 9"16' - 11"



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11

10

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WIN

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12' -

4"

6' -

11 5

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WIN

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W O

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12' -

4"

6' -

11 5

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WIN

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12' -

4"

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11 5

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17' -

1 1

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5' - 9 1/2"

WINDOW OPENING

12' - 4" 5' - 10"

WINDOW OPENING

12' - 4" 5' - 10"

WINDOW OPENING

12' - 4" 5' - 10"

WINDOW OPENING

12' - 4" 5' - 9 1/2"

5' - 11 3/8"

WINDOW OPENING

12' - 4 1/8" 3' - 1 3/8"

WINDOW OPENING

12' - 4" 3' - 1 1/8" 18' - 0 3/8"

17 17

17

18

18

18

EXISTING 1 HOUR FIRE RATED WALL

LEGENDEXISTING CONSTRUCTION (TO REMAIN)

EXISTING CONSTRUCTION (TO BE REMOVED)

EXISTING 2 HOUR FIRE RATED WALL



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GRAPHIC SCALE

1. REMOVE DOOR, FRAME AND HARDWARE IN THEIR ENTIRETY (TYP.)

2. REMOVE WALL AS NECESSARY TO COMPLETE SCOPE OF NEW WORK..

3. REMOVE FLOORING AND BASE IN THEIR ENTIRETY. LEAVE AREA READY TO RECEIVE NEW WORK. (TYP.)

4. REMOVE ALL BATHROOM ACCESSORIES IN THEIR ENTIRETY.

5. REMOVE SINK BASE CABINET.

6. REMOVE WOOD DECK AND WOOD RAILING

7. REMOVE WOOD STAIRS

8. REMOVE CONCRETE STAIRS.

9. SAW CUT AND REMOVE CONCRETE LOADING DOCK. GRIND SMOOTH. IF THER IS NO CONSTRUCTION JOINT AT INTERIOR SLAB, ASK ARCHITECT FOR ADDITIONAL INFORMATION.

10. REMOVE WINDOW AND FILL IN WALL FOR NEW WORK.

11. EXISTING 6" PIPE COLUMN TO REMAIN.

12. EXISTING PLUMBING RISER. DETERMINE IF RISER IS REQUIRED TO REMAIN. IF NOT REMOVE. IF REQUIRED SCRAPE OLD PAINT AND PREPARE FOR NEW PAINT.

13. EXISTING WALL CUT OUT. COORDINATE WITH OWNER.

14. REMOVE ELECTRICAL PANEL BOXES AND ALL REALATED ELECTRICAL IN ENTIRE SPACE.

15. EXISTING DOWNSPOUT THRU FLOOR TO BE REMOVED. COORDINATE NEW ROUTING WITH NEW CONSTRUCTION.

16. REMOVE ALL PLUMBING PIPING BACK TO MAIN AND CAP. REMOVE ALL ABANDONED PIPING.

17. REMOVE EXISTING STEPS AND RETAIINING WALL AS NECESSARY TO COMPLETE NEW WORK FOR RAMP AND STAIRS.

18. REMOVE PORTION OF EXISTING SIDEWALK AS NECESSARY TO COMPLETE SCOPE OF NEW WORK.

DEMOLITION KEYNOTES

GENERAL REMOVAL NOTESDISPOSE OF REMOVED MATERIALS ON A CONTINUOUS AND DAILY BASIS AS NEEDED. AN ACCUMULATION OF TRASH DEBRIS WILL NOT BE PERMITTED.

DUMPSTER LOCATION TO BE REVIEWED WITH THE OWNER PRIOR TO ITS PLACEMENT. PROTECT OWNER'S BUILDINGS AND GROUNDS; REPAIR TO ORIGINAL CONDITION IF DAMAGED.

TAKE SPECIAL PRECAUTIONS TO PROTECT OWNER'S EQUIPMENT AND FURNISHINGS FROM ALL CONSTRUCTION RELATED DUST AND DAMAGE.

CONTRACTOR IS TO PROVIDE PORTABLE FIRE EXTINGUISHERSTHROUGHOUT THE AREA OF WORK AS REQUIRED BY CODE & LOCAL CODE/FIRE OFFICIALS..

MAINTAIN UNOBSTRUCTED FIRE EXITING FROM THE WORK AREA ASREQUIRED BY CODE & LOCAL CODE/FIRE OFFICIALS.

.

THE CONTRACTOR SHALL REMOVE OR RELOCATE EXISTING ITEMS AS REQUIRED TO ACHIEVE THE INTENT OF THE DRAWINGS OR TOACCOMMODATE NEW FIXTURES, PIPES, DUCTWORK, CONDUIT, ETC. AS INDICATED BY THE DOCUMENTS, AT NO ADDITIONAL COST TO THE OWNER. REFER TO ALL OTHER SHEETS IN THIS SET OF DOCUMENTS FOR RELATED INFORMATION.

THE EXTENT OF DEMO WORK WITHIN THE SPACE BEING REMODELED INCLUDES BUT IS NOT LIMITED TO: THE REMOVAL OF ALL EXISTING FLOOR FINISHES, THE ENTIRE SUSPENDED CEILING SYSTEM, ALL INTERIOR DOORS/SIDELIGHTS, INTERIOR WINDOWS ETC. AND ALL INTERIOR PARTITIONS UNLESS NOTED OTHERWISE.

WHERE EXISTING FLOORING IS REMOVED, THE BASE BID SHALL INCLUDE ANY ADDITIONAL DEMOLITION, PATCHING, GRINDING, AND UNDERLAYMENT AS REQUIRED BY FLOORING SUBCONTRACTOR TO ACHIEVE A SMOOTH AND LEVEL FINISHED FLOOR WITHOUT VISIBLE IMPERFECTIONS.

THE OWNER'S REPRESENTATIVE IS TO BE NOTIFIED IN WRITING AT LEAST 72 HOURS IN ADVANCE OF ANY CUTTING AND PATCHING OR OTHER CONSTRUCTION ACTIVITY THAT WILL:

A) REQUIRE THE SHUTDOWN OF ANY BUILDING SYSTEM/UTILITY (INCLUDING PLUMBING, HVAC, ELECTRICAL)

OR

B) DISTURB STRUCTURAL MEMBERS OF THE BUILDING INCLUDING FLOOR AND ROOF DECKS, BEAMS, COLUMNS, FOUNDATIONS, ETC.

LEAVE PREMISES AND ADJACENT AREAS IN THEIR PRESENT CONDITION AT THE CONCLUSION OF THE REMOVAL WORK.

WRITTEN REQUEST FOR SUCH CONSTRUCTION ACTIVITIES ARE TO DESCRIBE THE EXTENT OF THE WORK, THE FIRM PERFORMING THE WORK, DATES AND TIMES REQUESTED FOR THE WORK, BUILDING SYSTEMS/ UTILITIES TEMPORARILY OUT OF SERVICE, AND DURATION OF SERVICE DISRUPTION. DO NOT PROCEED UNTIL RECEIVING WRITTEN APPROVAL FROM THE OWNER

GENERAL NOTESA. COORDINATE ALL DEMOLITION WORK WITH NEW WORK AS INDICATED IN FULL CONSTRUCTION DOCUMENTS.

B. COORDINATE REMOVAL OF EXISTING ITEMS ON WALLS (CONDUITS, WIRING, PIPING, ETC. WITH SCOPE OF WORK SCHEDULED TO REMAIN AND AS NECESSARY TO AMINATIN EXISTING EQUIPMENT AND SERVICES NOT SCHEDULED FOR DEMOLITION.

C. REFER TO AND COORDINATE WITH REFLECTED CEILING, ELECTRICAL, AND MECHANICAL SHEETS FOR ADDITIONAL DEMOLITION WORK.

D. CUT AND PATCH EXISTING WALLS TO REMAIN AS NECESSARY FOR MECH, PLUMBING, AND ELECTRICAL WORK.

E. REMOVE WINDOWS TREATMENTS FROM ALL WINDOWS IN BUILDING. PATCH/REPAIR LEAVE READY FOR NEW WINDOW TREATMENTS.

NOTE:

IT IS THE ARCHITECT'S INTENT TO HAVE THE EXISTING NON-STRUCTURAL INTERIOR WORK DEMOLISHED AND REMOVED. UNLESS SHOWN TO REMAIN. AN ATTEMPT HAS BEEN MADE TO LOCATE AND IDENTIFY EXISTING BUILDING ELEMENTS, UTILITIES AND SYSTEMS. HOWEVER, NOT EVERY SINGLE FIXTURE, PIPE, DUCT,CONDUIT, ETC. REQUIRED TO BE REMOVED OR RELOCATED IS NECESSARILY SHOWN OR KEYNOTED.

CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION WORK REQUIRED FOR THE SUCCESSFUL INSTALLATION AND OPERATION OF NEW IMPROVEMENTS, NOT JUST FOR ITEMS SPECIFICALLY CALLED OUT ON THE DEMOLITION DOCUMENTS. DEMOLITION PLAN IS BASED UPON OBSERVED PHYSICAL CONDITIONS. CONTRACTOR IS TO VERIFY THAT COLUMNS AND BEAMS ARE LOCATED AS INDICATED ON THE PLANS.

GENERAL PLUMBING REMOVAL NOTESREFER TO OWNER FOR SHUT-OFF PROCEDURES FOR PLUMBING, FIRE PROTECTION, AND HVAC SYSTEMS.

WHERE PLUMBING FIXTURES ARE TO BE REMOVED, CAP WASTE LINES BELOW SLAB; REMOVE VENT LINES AND SEAL ROOF PENETRATIONS; REMOVE HOT AND COLD WATER LINES BACK TO MAINS AND CAP STUBS.

EXISTING WASTE, VENT, AND HOT/COLD WATER LINES THAT REMAIN FROM PREVIOUSLY REMOVED FIXTURES AND ARE EXPOSED DURING REMOVAL ARE TO BE REMOVED BACK TO THEIR RESPECTIVE STACKS OR MAINS AND CAPPED.

REMOVE FLOOR DRAINS AND PIPING BACK TO MAINS AND CAP. AS REQUIRED FOR NEW WORK.

OWNER RETAINS SALVAGE RIGHT ON BALANCE OF FIXTURES.

RELOCATE EXISTING SPRINKLER HEADS IN NEW LOCATIONS. AS REQUIRED FOR NEW WORK.

CONTRACTOR IS TO NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY IF SUSPECTED HAZARDOUS MATERIALS ARE ENCOUNTERED. OWNER WILL TEST AND REMOVE HAZARDOUS MATERIALS WITH A SEPARATE CONTRACTOR. DO NOT REMOVE ANY ITEM UNTIL THE HAZARDOUS MATERIALS HAVE BEEN REMOVED AS INDICATED BY THE OWNER'S REPRESENTATIVE.

CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION WORK REQUIRED FOR THE SUCCESSFUL INSTALLATION AND OPERATION OF NEW IMPROVEMENTS, NOT JUST FOR ITEMS SPECIFICALLY CALLED OUT ON THE DEMOLITION DOCUMENTS.

FIELD VERIFY EXTENT OF DEMOLITION PRIOR TO STARTING WORK. COORDINATE WITH ARCHITECT ANY ITEMS NOT SPECIFICALLY CALLED OUT OR FULLY UNDERSTOOD.CONTACT THE ARCHITECT IMMEDIATELY IF THERE ARE ANY DISCREPANCIES WHICH COINCIDE WITH ACTUAL EXISTING CONDITIONS AND THE INFORMATION SHOWN ON THESE DOCUMENTS

WHERE AN EXISTING WALL HAS BEEN REMOVED, REPAIR AND PATCH THE EXISTING FLOOR TO MAKE SMOOTH AND FREE FROM IMPERFECTIONS TO RECEIVE NEW FLOOR FINISH. LEVEL THE FLOOR IF THE ELEVATION BETWEEN THE TWO FORMER ROOMS ARE DIFFERENT.

FIRST FLOOR100' - 0"

ROOF118' - 0"

BASEMENT92' - 0 1/2"

GRADE96' - 0"

FRONT AND CENTER EVENTS

153

4

9

1

9

2

2

44

1

4 48 81

4

87

13

2

EXISTINGEXISTING

RENOVATEDNO WORKSCHEDULED

6

16

171717


ROOF118' - 0"


GRADE96' - 0"

5

6

13

12

11

4 4

12 12 12 12

11 11 11 11

4 5

5

6

2 2 22 2

3

6

1 1

8

8

14

7

777

417 16 17 16 17

1717

B.O.F.87' - 0 1/2"

T.O.F.88' - 0 1/2"



DRAWN BY:

CHECKED BY:

DATE:SCALE:

JOB NO.

ARCHITECT:

SHEET NAME

NO. DATE

PROFESSIONAL'S SEAL

SUBMISSION

Copyright © 2019

SHEET NUMBER

3/16" = 1'-0"

4/25

/201

9 12

:12:

03 P

M

EXISTING/ DEMOELEVATIONS

A0-02

100 C

ENTE

R EA

ST B

ULID

ING

RENO

VATIO

N

CONS

TURC

TION

DOCU

MENT

S

SRF

SRF CAG

18074-00

4-23-19

MIS

HAW

AKA,

IND

IAN

A

3/16" = 1'-0"1 EXISTING SOUTH

3/16" = 1'-0"2 EXISTING EAST

1. REMOVE DOOR, FRAME AND HARDWARE IN THEIR ENTIRETY (TYP.)


3. REMOVE WOOD STAIRS

4. REMOVE WINDOW

5. REMOVE PLYWOOD FROM WINDOW. INFILL WALL FOR NEW WORK

6. REMOVE WALL SIGNAGE

7. REMOVE ELECTRIC WIRING

8. REMOVE LIGHT FIXTURE FROM WALL

9. REMOVE COURSE WORK

10. REMOVE CANOPY FRAME

11. REMOVE CANOPY ROOF OVER DOOR

12. REMOVE METAL ROD

13. REMOVE CONCRETE STAIRS

14. REMOVE PLYWOOD FROM WALL. INFILL WALL FOR NEW WORK

15. PATCH WALL TO MATCH. LEAVE READY FOR NEW WORK.

16. REMOVE SIGN AND POWER

17. REMOVE MASONRY AS NECESSARY FOR NEW WINDOW. COORDINATE SIZE WITH WINDOW SCHEDULE AND DEMOLITION PLAN

DEMOLITION KEYNOTES







ROOF118' - 0"


GRADE96' - 0"

6

5

2

23

3 1 1

3 3 3 3 3

8

910

11

5

7

7

7

4

6

4 4 4

4



DRAWN BY:

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DATE:SCALE:

JOB NO.

ARCHITECT:

SHEET NAME

NO. DATE

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SUBMISSION

Copyright © 2019

SHEET NUMBER

3/16" = 1'-0"

4/25

/201

9 12

:12:

07 P

M

EXISTING/ DEMOELEVATIONS

A0-03

100 C

ENTE

R EA

ST B

ULID

ING

RENO

VATIO

N

CONS

TURC

TION

DOCU

MENT

S

SRF

SRF CAG

18074-00

4-23-19

MIS

HAW

AKA,

IND

IAN

A

3/16" = 1'-0"1 EXISTING NORTH

1. INFILL DOOR OPENING TO MATCH WITH EXISTING


3. REMOVE WINDOW

4. REMOVE MASONRY AS NECESSARY FOR NEW WINDOW. COORDINATE SIZE WITH WINDOW SCHEDULE AND DEMOLITION PLAN

5. REMOVE ELECTRIC WIRING

6. REMOVE LIGHT FIXTURE FROM WALL

7. PATCH WALL TO MATCH. LEAVRE READY FOR NEW WORK.

8. REMOVE EXHAUST HOOD FRAME

9. REMOVE HVAC EXHAUST FRAME

10. REMOVE OR REPLACE GUTTER

11. REMOVE OR REPLACE WATER PIPE

DEMOLITION KEYNOTES






UP

26' - 2"

19' -

6"

13' -

7"

19' -

6"

4' -

2"

ADAJACENT BULDING

A5-012

3

3

1

1

1

1

2

111

3

5' - 0"

5' - 0"

EXISTING BEARING WALL AND BEAM LINE

4

E1-024

A5-015



DRAWN BY:

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DATE:SCALE:

JOB NO.

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SHEET NAME

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SUBMISSION

Copyright © 2019

SHEET NUMBER

1/8" = 1'-0"

4/25

/201

9 12

:12:

08 P

M

BASMENT PLAN

A1-00

100 C

ENTE

R EA

ST B

ULID

ING

RENO

VATIO

N

CONS

TURC

TION

DOCU

MENT

S

SRF

SRF CAG

18074-00

4-23-19

MIS

HAW

AKA,

IND

IAN

A

1/8" = 1'-0"1 BASEMENT

PLAN KEYNOTES1. INFILL EXISTING OPENING WITH MASONRY OR CONCRETE.

WATERPROOF TO FORM MOISTURE BARRIER

2. CUT IN NEW H.M. DOOR AND FRAME

3. 8" CONCRETE FOUNDATION FOR RAMP / STAIRS.

4. REPLACE DOOR AND FRAME WITH NEW PREHUNG STEEL DOOR, WITH THRESHOLD, CLOSER, AND THUMB LOCKSET

GENERAL SHEET NOTES1. BUILDING DIMENSIONS ARE FROM STRUCTURAL LINE (OUTSIDE

OF GRID) OR COLUMN CENTER LINE. OFFICE WALL DIMENSIONS ARE FROM FROM STRUCTURAL LINE (OUTSIDE OF GRID) OR FACE OF STUD.

2. SLOPE GRADE INFILL AWAY FROM BUILDING

3. BUILDING TO BE SPRINKLED PER INDIANA AND INTERNATIONAL BUILDING CODES. APPROVED EQUIPMENT, MATERIALS AND INSTALLATION PER AUTHORITY HAVING JURISDICTION.

4. ALL INSULATION R-VALUES SHALL CONFORM TO THE REQUIREMENTS OF THE COMMERICAL 2010 INDIANA ENERGY CONSERVATION CODE BASED ON ASHRAE 90.1-2007.

jhigginbotham

Line

jhigginbotham

Callout

APPROXIMATE LOCAITON OF EXISTING 6" WATER LINE IN BASEMENT OF ADJACENT BUILDING

DN

DN

A4-014

1A3-01

1A3-01

1A5-02

1

2

277 SF

FOYER100

747 SF

HALL101

1520 SF

FUTURE TENANT1

102

748 SF

FUTURE TENANT2

103

747 SF

FUTURE TENANT3

104

747 SF

FUTURE TENTANT4

105

2596 SF

FUTURE TENANT5

106

EXISTING BULDING

102.B

100.

B

102.A

106.

A

101

100.

A

76' -

6 1

/2"

20' -

4"

43' - 8"

43' - 8" 9' - 10 3/8" +/-

35' - 3" 8' - 5 1/8" 9' - 10 3/8"

22' - 2 5/8"

EXISTING

53' - 6 1/2" +/-

EXIS

TIN

G

27' -

9 7

/8" +

/-

5' - 0"

PROPERTY LINE

1A3-02

1A3-02

4' -

9 1/

4"12

' - 4

"6'

- 11

5/8

"12

' - 4

"6'

- 11

5/8

"12

' - 4

"6'

- 11

5/8

"12

' - 4

"6'

- 11

5/8

"12

' - 4

"6'

- 11

5/8

"12

' - 4

"6'

- 11

5/8

"12

' - 4

"4'

- 9

1/4"

A5-014

2A3-03

Sim

C

D.1

D.1

B B

B

B

B

B

B

BBB

A

A

B

2A5-02

3A5-01

E

10' -

3 5

/8" +

/-19

' - 3

1/2

"19

' - 3

1/2

"19

' - 3

1/2

"39

' - 0

"

5' - 9 1/2" 12' - 4" 5' - 10" 12' - 4" 5' - 10" 12' - 4" 5' - 10" 12' - 4" 5' - 9 1/2"

B

9' - 2"

7' -

8"

9' - 2"

7' -

8"

103

104

105

C

C

C

11' -

9"

55' - 10" +/-

ISLAND VIEW LANE

FUTURE RAMP DOWN

FUTURE RAMP DOWN

FUTURE STEPS DOWN

PROPOSED NEW SIDEWALKREFER TO SITE PLAN FOR EXTENTS

NEW RAMP DOWN

NEW CONCRETEPLATFORM

102C

103B

104B

105B

106.C

3

21

1

6

6TYP

5

1 HR RATED WALL

5TYP

6TYP

4

5TYP1 HR RATED WALL

6 TYP

3

PROPERTY LINE

6 TYP

3

3

9' - 10 3/8"

7

7

8

10

D.2



DRAWN BY:

CHECKED BY:

DATE:SCALE:

JOB NO.

ARCHITECT:

SHEET NAME

NO. DATE

PROFESSIONAL'S SEAL

SUBMISSION

Copyright © 2019

SHEET NUMBER

1/8" = 1'-0"

5/1/

2019

10:

43:1

5 AM

FLOOR PLAN

A1-01

100 C

ENTE

R EA

ST B

ULID

ING

RENO

VATIO

N

PERM

IT SE

T FOR

SRF

SRF CAG

18074-00

4-23-19

MIS

HAW

AKA,

IND

IAN

A

1/8" = 1'-0"1 FIRST FLOOR

0' 8' 16'4'

GRAPHIC SCALE

PLAN KEYNOTES1. CONCRETE RAMP

2. CONCRETE STEPS/STAIR

3. NEW 4" CONC. SIDEWALK. REFER TO SITE PLAN FOR EXTENTS

4. INFILL EXISTING OPENING WITH MASONRY

5. ALL NEW WALL ARE 2x4 OR 3 5/8" METAL STUD WITH 5/8" TYPE 'X' DRYWALL BOTH SIDES, FULL HEIGHT U.N.O. REFER TO LIFE SAFETY PLAN FOR FIRE WALL LOCATIONS

6. STOREFRONT GLAZING SYSTEM. REFER TO A6-01 FOR DESCRIPTION

7. SEMI -RECESSED FIRE EXTINGUISHER AND CABINET. SIMILAR TO LARSENS 2409-R3, (ADA). 48" TO CABINET HANDLE.

8. ELECTRICAL PANEL - REFER TO ELECTRICAL SHEETS

9. PROVIDE SIGN INDICATING ACCESSIBLE ENTRANCE FOR THIS DOOR

10. FUTURE TENANT WALLS. - PROBABLE LOCATION

GENERAL SHEET NOTES1. BUILDING DIMENSIONS ARE FROM STRUCTURAL LINE (OUTSIDE

OF GRID) OR COLUMN CENTER LINE. OFFICE WALL DIMENSIONS ARE FROM FROM STRUCTURAL LINE (OUTSIDE OF GRID) OR FACE OF STUD.

2. SLOPE GRADE INFILL AWAY FROM BUILDING


2625 SF

TENANT 5106

747 SF

TENTANT 4105

747 SF

TENANT 3104

748 SF

TENANT 2103

1520 SF

TENANT 1102

718 SF

HALL101

277 SF

FOYER100

1

1

1

1

1

2

2

2

2

2

CAN

OPY

6' -

0"

60' - 9"

143'

- 8"

27' - 6" 27' - 3" 6' - 0"

26' -

7"

19' -

3 5

/8"

19' -

3 5

/8"

21' -

9 1

/2"

33' -

3 5

/8"

23' -

4 5

/8"

6' - 0"

8' - 0 5/8" 7' - 8 7/8" 7' - 8 5/8" 4' - 0" 3' - 8 3/4" 7' - 8 3/8" 7' - 8 3/4" 14' - 1 1/8"

3

3

3

REFER TO LIGHTING PLAN FORFIXTURE INFORMATION. TYP.

4

4

4444

4

4

4

4

4

4

2x2 LIGHT FIXTURE, REFER TO ELECTRICAL

2x4 LIGHT FIXTURE, REFER TO ELECTRICAL

LIGHT FIXTURE, REFER TO ELECTRICAL

RECESSED CAN LIGHT FIXTURE, REFER TO ELECTRICAL

SURFACE MOUNTED LIGHT FIXTURE, REFERTO ELECTRICAL

SUPPLY DIFFUSER, REFER TO MECHANICAL

RETURN DIFFUSER, REFER TO MECHANICAL

SUSPENDED ACOUSTICAL CEILING SYSTEM

GYPSUM BOARD CEILING OR BULKHEAD

LEGEND

8'-0" CEILING HEIGHT8'-6"



DRAWN BY:

CHECKED BY:

DATE:SCALE:

JOB NO.

ARCHITECT:

SHEET NAME

NO. DATE

PROFESSIONAL'S SEAL

SUBMISSION

Copyright © 2019

SHEET NUMBER

As indicated

4/25

/201

9 12

:12:

14 P

M

REFLECTEDCEILING PLAN

A1-02

100 C

ENTE

R EA

ST B

ULID

ING

RENO

VATIO

N

CONS

TURC

TION

DOCU

MENT

S

SRF

SRF CAG

18074-00

4-23-19

MIS

HAW

AKA,

IND

IAN

A

1/8" = 1'-0"1 REFLECTED CEILING PLAN

1. OPEN CEILING TO EXISTING STRUCTURE - PAINT UNDERSIDE OF WOOD ROOF DECK AND OPEN WEB TRUSSES. (ONLY PAINT WEBS OF TRUSS. CHORDS TO REMAIN EXPOSED WOOD)

2. SUSPENDED ACCOUSTICAL CEILING.

3. ALUMINUM CANOPY - PREASSEMBLED INDUSTRIAL LOOK 8" FASCIA ( STEEL CHANNEL PROFILE). WITH INTEGRAL DRAINAGE TO DOWNSPOUTS AND ROUGH-IN FOR LIGHTING. SIMILAR TO "MASA ARCHITECTURAL CANOPIES"

4. DOWNSPOUT LOCATION FOR CANOPY. SIZE PER CANOPY MANUFACTURER. TIE DOWNSPOUTS INTO UNDERGROUND LATERAL ADN DRAIN TO DAYLIGHT

CEILING PLAN KEYNOTES

0' 8' 16'4'

GRAPHIC SCALE


ROOF118' - 0"

GRADE96' - 0"

1A5-02

4

31

2

2A5-025 6

777

88

88

99


ROOF118' - 0"


GRADE96' - 0"

1A3-01

2

3

4

5

52 3 23

4

1A3-02

3A5-01

5 65 6

8

9

99

9 9 9

88888 87777777

THESE STAIRS ARE FUTUREDEPENDING ON TENATNT REQUIREMENTS



DRAWN BY:

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DATE:SCALE:

JOB NO.

ARCHITECT:

SHEET NAME

NO. DATE

PROFESSIONAL'S SEAL

SUBMISSION

Copyright © 2019

SHEET NUMBER

3/16" = 1'-0"

4/25

/201

9 5:

02:5

1 PM

EXTERIORELEVATIONS

A2-01

100 C

ENTE

R EA

ST B

ULID

ING

RENO

VATIO

N

CONS

TURC

TION

DOCU

MENT

S

SRF

SRF CAG

18074-00

4-23-19

MIS

HAW

AKA,

IND

IAN

A

3/16" = 1'-0"3 SOUTH ELEVATION WITH STAIRS

3/16" = 1'-0"1 EAST ELEVATION

ELEVATION KEYNOTES1. 4" CONCRETE RAMP WITH BROOM FINISH SLOPE 1/12 MAX

2. PREFINISHED BLACK ALUMINUM METAL RAILING. 42" HIGH

3. CONCRETE STAIRS/STEPS.


5. PROPOSED SIGN LIGHT

6. PROPOSED TENATNT SIGNAGE

7. ALUMINUM STOREFRONT GLAZING SYSTEM

8. DOWNSPOUT LOCATION FOR CANOPY. SIZE PER CANOPY MANUFACTURER. TIE DOWNSPOUTS INTO UNDERGROUND LATERAL AND DRAIN TO DAYLIGHT.

9. INFILL EXISTING WINDOW OPENING WITH SALVAGED BRICK


ROOF118' - 0"


GRADE96' - 0"

2

2

7

10' -

10"

7 7 7

99 9

GRADE

GRADE



DRAWN BY:

CHECKED BY:

DATE:SCALE:

JOB NO.

ARCHITECT:

SHEET NAME

NO. DATE

PROFESSIONAL'S SEAL

SUBMISSION

Copyright © 2019

SHEET NUMBER

3/16" = 1'-0"

4/25

/201

9 12

:12:

21 P

M

EXTERIORELEVATIONS

A2-02

100 C

ENTE

R EA

ST B

ULID

ING

RENO

VATIO

N

CONS

TURC

TION

DOCU

MENT

S

SRF

SRF CAG

18074-00

4-23-19

MIS

HAW

AKA,

IND

IAN

A

3/16" = 1'-0"1 NORTH ELEVATION

ELEVATION KEYNOTES1. 4" CONCRETE RAMP WITH BROOM FINISH SLOPE 1/12 MAX


3. CONCRETE STAIRS/STEPS.


5. PROPOSED SIGN LIGHT

6. PROPOSED TENATNT SIGNAGE

7. ALUMINUM STOREFRONT GLAZING SYSTEM

8. DOWNSPOUT LOCATION FOR CANOPY. SIZE PER CANOPY MANUFACTURER. TIE DOWNSPOUTS INTO UNDERGROUND LATERAL AND DRAIN TO DAYLIGHT.

9. INFILL EXISTING WINDOW OPENING WITH SALVAGED BRICK


ROOF118' - 0"


GRADE96' - 0"

A3-032

12

65

4

8

2

1

3

7

9

10

EQEQ

10' -

8"

10' -

10"



DRAWN BY:

CHECKED BY:

DATE:SCALE:

JOB NO.

ARCHITECT:

SHEET NAME

NO. DATE

PROFESSIONAL'S SEAL

SUBMISSION

Copyright © 2019

SHEET NUMBER

3/8" = 1'-0"

4/25

/201

9 12

:12:

24 P

M

BUILDINGSECTION

A3-01

100 C

ENTE

R EA

ST B

ULID

ING

RENO

VATIO

N

CONS

TURC

TION

DOCU

MENT

S

SRF

SRF CAG

18074-00

4-23-19

MIS

HAW

AKA,

IND

IAN

A

A. REFER TO TYPICAL CASEWORK NOTES A4-001.

B. REFER TO ELECTRICAL SHEETS FOR LIGHTING LOCATIONS,CLARIFICATIONS & DETAILS.

C. SEE FINISH SCHEDULE AND SPECIFICATIONS FOR ADDITIONAL FINISH INFORMATION.

D. COORDINATE ALL ELECTRICAL ITEMS WITH ELECTRICAL CONTRACTOR PRIOR TO FABRICATION.

E. REFER TO PLUMBING SHEETS & SPECIFICATIONS FOR PLUMBING FIXTURES.

GENERAL NOTES

3/8" = 1'-0"1 BUILDING SECTION 1

1. SUSPENDED CEILING IN BATHROOMS

2. TOILET EXHAUST EXPOSED - RIGID DUCT

3. 2x8 @ 16" o.c. WITH 3/4" PLYWOOD DECK

4. INTERIOR STORE FRONT GLAZING

5. 1 HR RATED WALL. REFER TO FLOOR PLAN

6. ALUMINUM AWNING WITH DIAGONAL SUPPORT

7. EXPOSED TRUSS. NEW PAINT ON METAL. EXPOSED WOOD CHORD

8. ROOF TOP UNIT PROVIDE. NEW EQUIPMENT CURB

9. EXPOSED SPIRAL DUCT


11. PAINTED CONCRETE STAIRS/ RAMP

12. PREFINISHED DOWNSPOUT. CONNECT TO BELOW GRADE LATERAL. DRAIN TO DAYLIGHT

KEYNOTES


ROOF118' - 0"


GRADE96' - 0"



DRAWN BY:

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JOB NO.

ARCHITECT:

SHEET NAME

NO. DATE

PROFESSIONAL'S SEAL

SUBMISSION

Copyright © 2019

SHEET NUMBER

3/8" = 1'-0"

4/25

/201

9 12

:12:

26 P

M

BULDINGSECTION

A3-02

100 C

ENTE

R EA

ST B

ULID

ING

RENO

VATIO

N

CONS

TURC

TION

DOCU

MENT

S

SRF

SRF CAG

18074-00

4-23-19

MIS

HAW

AKA,

IND

IAN

A

3/8" = 1'-0"1 BUILDING SECTION 2


ROOF118' - 0"

GRADE96' - 0"

6' - 0"

BLACK METAL TIE ROD SUPPORT ROD WITHBLACK IRON WALL CLEATSCOORDINATE SUPPORTS WITH CANOPY MANUFACTURER

ALUMINUM STOREFRONT GLAZING. REFER TO SHEET A6-01 FOR SIZE

PREFINISHED ALUMINUM RAILING

EXISTING FLOOR

BEAM BEYOND

EXISTING FOUNDATION

PROPOSED SIGNAGE LIGHTING

PROPOSED TENANT SIGNAGE - SURFACE MOUNT INTO MASONRY BEYOND

PREFINISHED ALUMINUM RAILING (BLACK)

DECORATIVE SCONCE LIGHT FIXTURE

PRE-ASSEMBLED ALUMINUM CANOPY WITH INTEGRAL DRAINAGE AND ROUGH-IN FOR LIGHT FIXTURES. SEE REFELCTED CEILING PLAN FOR DOWNSPOUT AND LIGHT FIXTURE LOCATIONS

4" CONCRETE STAIRS AND LANDING

EXISTING GRADE

PAINT CONCRETE BASE FOR STAIRS AND RAMP AND EXISTING FOUNDATION WALL

PREFINISHED ALUMINUM DOWNSPOUT ALONG PILASTERS

EXPOSED STEEL SPIRAL DUCT WITH LINEAR SLOT DIFFUSERS

NEW STEEL LINTEL TO SUPPORT BEARING MASONRY AT ALL NEW WINDOW OPENINGS

PAINTED WOOD JAMBS AT ALL WINDOW OPENIGNS.

LATERAL UNDERGROUND TO DAYLIGHT

PAINT ALL WEBS OF TRUSSES. TRUSSES TO BE COLORED SAME

8" C-CHANNEL FASCIA

A3-031

A3-033

FLASHING REGLET

FLASHING AS REQUIRED

ALUMINUM SUPPORT ANGLE. COORDINATE WITH CANOPY MANUFACTURER

STEEL BACKER PLATE WITH NUT AND WASHER

STEEL BACKER PLATE WITH NUT AND WASHER

COMPRESSIBLE FILL BETWEEN CANOPY AND EXISTING BRICK

CAULK

BREAK METAL OVER WOOD (BY WINDOW MANUFACTURER)

(2) L8x6x1/2" ANGLES WITH 6" END BEARING MIN.

PRESSURE TREATED WOOD BLOCKING AT JAMBS AND HEAD OF ALL NEW WINDOW OPENINGS

CAULK


NEW FLOOR FINISH

ALUMINUM STOREFRONT

FLASHING



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JOB NO.

ARCHITECT:

SHEET NAME

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PROFESSIONAL'S SEAL

SUBMISSION

Copyright © 2019

SHEET NUMBER

As indicated

4/25

/201

9 12

:12:

29 P

M

WALL SECTIONS

A3-03

100 C

ENTE

R EA

ST B

ULID

ING

RENO

VATIO

N

CONS

TURC

TION

DOCU

MENT

S

SRF

SRF CAG

18074-00

4-23-19

MIS

HAW

AKA,

IND

IAN

A

3/4" = 1'-0"2 WALL SECTION - AT MASONRY WALL

1 1/2" = 1'-0"1 WALL DETAIL - AT CANOPY

1 1/2" = 1'-0"3 WALL DETAIL - AT FLOOR

CLCL

CL

CLCL

CL

C L

CL

CL

CL

74" M

AX

VARIES

35" M

AX W

.O. L

AVVA

RIE

S

48" M

AX

48" M

AX

36" M

IN

48" M

AX

48" M

AX

MIRROR DIMENSIONED TO REFLECTIVE SURFACE

ROBE HOOK

TOWEL BAR

WALL HUNG DISPENSERS,DIMENSIONED TO OPERATOR

CHANGING STATION DIMENSIONED TO OPERATOR

15" M

IN

36" M

IN

MIN

30"

MIN 15"

MIN

48"

MIN-MAX

17"-25"

MIN

27"

CL

MIN

9"

MIN 11"

MIN 15"

MAX

34"

MAX

40"

MAX

48"

MIN

74"

MIN FIXTURE DEPTH

MIN 8" MAX 9"

MIN-MAX

17"-25"

CL

18" M

IN

MIN

-MAX

33"-3

6"

MIN

-MAX

39"-4

1"18

" MIN

MIN-MAX

39"-41"

42" MIN

12" MAX

60" M

IN

56" MIN 5' - 0"

56" M

IN

24" MIN

42" MAX

MIN-MAX

16"-18"M

IN-M

AX

14"-1

9" MIN

-MAX

33"-3

6"

12" MIN24" MIN

3' - 0"

MIN

-MAX

16"-1

8"

MIN-MAX16"-18"

54" MIN

1

34

2

6

7

5

TOILET FIXTURE SCHEDULE

MARK DESCRIPTION

42" LONG GRAB BAR1

REMARKS

36" LONG GRAB BAR2

18" LONG VERTICAL GRAB BAR3

TOILET PAPER DISPENSER4

18"x30" MIRROR5

PAPER TOWEL DISPENSER6

SOAP DISPENSER7 BY TENANT

BY TENANT



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SUBMISSION

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SHEET NUMBER

1/2" = 1'-0"

4/25

/201

9 12

:12:

32 P

M

ENLARGEDRESTROOM

PLANS

A4-01

100 C

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18074-00

4-23-19

MIS

HAW

AKA,

IND

IAN

A

NOTE:THE FOLLOWING ACCESSIBILITY GRAPHICS & DIMENSIONS BELOW AREARCHITECTURAL GUIDELINES COMPRISED OF THE ICC/ANSI A117.1-2003 &AMERICANS WITH DISABILITIES ACT AND ARCHITECTURAL BARRIERS ACTACCESSIBILITY GUIDELINES JULY 23, 2004; THUS AMENDED BY INDIANABUILDING CODE. DIMENSIONS GOVERN UNLESS NOTED OTHERWISE.THE CONTRACTOR IS RESPONSIBLE TO PROVIDE AND INSTALL 2x WOODBLOCKING FOR ALL GRAB BARS AND TOILET ACCESSORIES.

IF THERE IS A DISCREPANCY BETWEEN THE CONSTRUCTION DOCUMENTSAND ACCESSIBILITY CODES AND GUIDELINES THE CONTRACTOR MUSTSUBMIT A REQUEST FOR INFORMATION (RFI) IN WRITING TO THEARCHITECT.

1/2" = 1'-0"1 STANDARD ACCESORIES MOUNTING HEIGHTS

1/2" = 1'-0"2 STANDARD ACCESSIBLE WALL HUNG LAVATORY

1/2" = 1'-0"3 STANDARD ACCESSIBLE WATER CLOSET

A. PROVIDE ALL BLOCKING NECESSARY FOR WALL MOUNTED EQUIPMENT AND ACCESSORIES INCLUDING FIRE EXTINGUISHER, TOILET ACCESSORIES, AND OWNER PROVIDED EQUIPMENT.

B. REFER TO INTERIOR FINISH PLANS AND COLOR KEY FOR FINISH CLARIFICATIONS

GENERAL ACCESSORY NOTES

1/2" = 1'-0"4 ENLARGED BATHROOM PLAN TYPICAL

DN

TENANT 5106

TENTANT 4105

TENANT 3104

TENANT 2103

TENANT 1102

FOYER100

HALL101



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SHEET NUMBER

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4/25

/201

9 12

:12:

34 P

M

INTERIOR FINISHPLAN

A4-02

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18074-00

4-23-19

MIS

HAW

AKA,

IND

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A

1/8" = 1'-0"1 INTERIOR FINISH PLAN

GENERAL NOTES• NOTES PERTAIN TO AREAS WITHIN THIS SCOPE OF WORK ONLY. REFER TO KEYPLAN FOR LIMITS OF WORK.• ALL DIRECTIONAL NOTES REFER TO PLAN NORTH.• CONTRACTOR SHALL COMPLY WITH ALL MANUFACTURER’S INSTALLATION METHODS AND SHALL NOT EXECUTE WORK

WITHOUT VERIFICATION OF FIELD CONDITIONS.• REFERENCE ROOM FINISH PLAN & SPECIFICATIONS FOR MATERIAL TYPE AND ADDITIONAL INFORMATION.• PROVIDE THE FOLLOWING SUBMITTALS REQUESTED TO VERIFY COMPLIANCE WITH PROJECT REQUIREMENTS:

• FLOORING: SUBMIT (2) SAMPLES ILLUSTRATING COLOR AND PATTERN FOR EACH CARPET, LVT AND TILE.• PAINT: SUBMIT (2) SAMPLES ILLUSTRATING EACH PAINT COLOR SCHEDULED.

• SWITCHPLATES, SWITCHES, OUTLETS, VOICE/DATA OUTLETS AND OUTLET COVERPLATES TO BE WHITE. IF SWITCHES ARE ALREADY IN PLACE IN ANOTHER COLOR, SWITCHPLATES & COVERPLATES TO MATCH THAT COLOR.

• LOOSE FURNITURE AND OTHER LOOSE EQUIPMENT ITEMS INDICATED ON DRAWINGS ARE OWNER PROVIDED. NOT IN CONTRACT (NIC) UNLESS NOTED OTHERWISE.

FLOOR FINISH NOTES

• TRANSITIONS BETWEEN DIFFERENT FLOORING MATERIALS SHALL OCCUR UNDER DOORS WHERE APPLICABLE.• PROVIDE APPROPRIATE TRANSITION STRIPS AT ALL CHANGES IN FLOORING TYPE WHERE THEY ARE REQUIRED.

• CARPET TO LUXURY VINYL TILE: JOHNSONITE SLIMLINE TRANSITIONS. COLOR TO MATCH RB-1 COLOR.

BASE FINISH NOTES

• ALL BASES TO BE 4” COVE BASE.• ADHERE BASE TIGHT TO WALL AND FLOOR FINISHES.• DO NOT INSTALL ANY SECTION OF RUBBER BASE SMALLER THAN 12 INCHES AT ALL POSSIBLE.

WALL/DOOR FINISH NOTES

• ALL INTERIOR WALLS TO BE PAINTED (P – 1) UNLESS NOTED OTHERWISE ON THE FLOOR FINISH PLAN.• INTERIOR SURFACES TO BE PAINTED:

• GYPSUM BOARD: • ONE COAT OF ALKYD PRIMER SEALER• TWO COATS OF ACRYLIC LATEX ENAMEL• EGGSHELL FINISH IN ALL AREAS • SUPERPAINT BY SHERWIN WILLIAMS

• STEEL PRIMED: • TOUCH UP WITH PRIMER• TWO COATS OF ALKYD ENAMEL• SEMI-GLOSS FINISH• BY SHERWIN WILLIAMS

• PROVIDE A LEVEL 4 FINISH LEVEL FOR GYPSUM BOARD WALLS.• PAINT ALL HOLLOW METAL DOOR FRAMES, METAL DOORS AND SIDELIGHT FRAMES (P-1) WITH SEMI-GLOSS FINISH U.N.O.• CONFIRM ALL ACCENT PAINT LOCATIONS WITH ARCHITECT/ DESIGNER PRIOR TO INSTALLATION.• PAINT MECHANICAL GRILLS, WALL DIFFUSERS, ELECTRICAL PANELS, WALL MOUNTED BOXES, ACCESS PANELS, ETC. WHICH

ARE EXPOSED IN FINISH SPACES TO MATCH THE SURFACE ON WHICH THEY OCCUR. IF THE ITEM IS ON A WALL WITH WALL COVERING, CONTACT ARCHITECT/DESIGNER FOR PAINT SELECTION.

• PROVIDE CORNER GUARDS (CG-1) AT ALL OUTSIDE CORNERS THROUGHOUT CORRIDORS AND IN ROOMS AS NOTED ON FINISH PLAN.

CEILING FINISH NOTES

• PROVIDE A LEVEL 4 FINISH LEVEL FOR GYPSUM BOARD CEILINGS • REFERENCE REFLECTED CEILING PLAN FOR CEILING HEIGHTS, EXTENT OF BULKHEADS AND ANY SPECIAL PAINT COLOR

DESIGNATIONS.• UNDERSIDE OF SOFFITS TO BE PAINTED SAME AS FACE OF SOFFIT UNLESS NOTED OTHERWISE.

MILLWORK FINISH NOTES

• ALL CABINETRY TO BE IN ACCORDANCE AWI STANDARDS• PROVIDE FRAMED CABINETRY WITH PARTIAL OVERLAY DOORS IN A FLUSH STYLE DOOR.• ALL CABINETS TO HAVE FULLY ADJUSTABLE SHELVES. PROVIDE (1) SHELF IN BASE CABINETS AND (2) SHELVES IN UPPER

CABINETS.• PROVIDE WHITE MELAMINE FOR INTERIOR OF CABINETS.• CABINETRY HARDWARE:

• HINGES: CONCEALED FULLY ADJUSTABLE HINGES, NICKEL FINISH• PULLS: TO BE RICHELIEU 9898 FINISH TO BE SELECTED• DRAWER SLIDES: HEAVY DUTY BALL-BEARING STYLE, SELF CLOSING SLIDES

• PROVIDE RESILIENT COVE BASE AT FIXED CASEWORK AND SUPPORTS UNLESS NOTED OTHERWISE.• AT SOLID SURFACE COUNTERTOPS, PROVIDE 4” SIDE AND BACKSPLASH. ALL EXPOSED EDGES ARE TO BE BULLNOSE.

PROVIDE SURFACES WITH A UNIFORM MATTE FINISH. UNLESS NOTED OTHERWISE.• AT PLASTIC LAMINATE COUNTERTOPS, PROVIDE 4” SIDE AND BACKSPLASH WITH FLAT FRONT EDGE AND ROUNDED EDGES

AT ANY EXTERNAL CORNERS. UNLESS NOTED OTHERWISE.

WINDOW TREATMENT NOTES

PROVIDE MANUALLY OPERATED FABRIC ROLLER SHADES SIMILAR TO MECHOSHADE AT ALL EXTERIOR WINDOWS WITH 3% OPENNESS FACTOR. COLOR TO BE SILVER BIRCH

SHEET KEYNOTES1. PROVIDE CORNER GUARD (CG-1)

2. CEILING TO BE PAINTED CEILING WHITE, FLAT FINISH.

3. PROVIDE 6" RUB RAIL (CR-1) ON ALL WALLS. MOUNTING HEIGHT TO BE CONFIRMED ON SITE IN COORDINATION WITH EQUIPMENT AND FURNITURE SELECTION.

4. PROVIDE WALL PROTECTION (WP-1) ON ALL WALLS UP TO 48" AFF W/ ALL EDGE PROFILES

5. TRANSITION FLOORING DIRECTION AT THIS LOCATION AND AT ALL DOORWAYS TO EXAM ROOMS, RESTROOMS, LABS, ETC WHERE SIMILAR FLOOR FINISH IS NOTED. REFER TO DIRECTIONAL ARROWS ON PLANS.

0' 8' 16'4'

GRAPHIC SCALE

1A5-02

2A5-02

3A5-01

3' -

6 1/

2"5'

- 6"

8" 29' - 0 1/2" 8" 21' - 4 3/4" 4' - 1 1/4"

7' -

0"8"

3' -

1"8"

TOF = 92" +/-

TOF = 88" +/-

TOW = SEE DETAIL

RETAINING WALL

TOF = 88" +/- TOF = 92" +/-

LINE OF STAIRS ABOVE

(COMPACTED FILL)

35' - 2" 5' - 6" 3' - 6 1/2"

2' -

4 1/

2"

8"

1' -

4 1/

2"

7' -

0"

1A5-02

2A5-02

3A5-01

1' -

0"8'

- 0"

30' - 0" 5' - 3" 8'-1" +/-

RAMP DOWN

CONCRETE PLAZA

PLAZA1/2" BELOW FINISHED FLOOR

RETAINING WALL BELOW

-30 1/2" 1:12

SET LANDING ELEVATION AT 30 1/2" BELOW PLAZA LEVEL

ALUMINUM RAILING

ALUMINUM RAILING

6"8'

-1" +

/-

2' -

6"3'

- 0"

3' - 0" 2' - 6"

5' - 0

"

3' - 0" 5'-1" +/-

5'-1

" +/-

3' -

0"

9'-9"

+/-


ROOF118' - 0"


GRADE96' - 0"

1A5-02

2A5-02

GRADE BEYOND

RETAINING WALL BEYOND4" CONC. RAMP ON COMPACTED FILL

CONCRETE STEPS. REFER TO DETAIL ON SHEET A5-02 FOR REINFORCING

FOUNDATION FOR STEPS

1A3-02

13' -

6"

6' -

0"

5' - 0"

1' -

0"

5' - 0"

19' -

6"



DRAWN BY:

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DATE:SCALE:

JOB NO.

ARCHITECT:

SHEET NAME

NO. DATE

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SHEET NUMBER

1/4" = 1'-0"

4/25

/201

9 12

:12:

37 P

M

DETAILS

A5-01

100 C

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R EA

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VATIO

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CONS

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DOCU

MENT

S

SRF

SRF CAG

18074-00

4-23-19

MIS

HAW

AKA,

IND

IAN

A

1/4" = 1'-0"2 RAMP FOUNDATION

1/4" = 1'-0"1 ENLARGE RAMP PLAN

1/4" = 1'-0"3 RAMP SECTION - THROUGH PLANTER

1 4-9-19 UPDATED STAIRS

1/4" = 1'-0"4 ENLARGED STAIR PLAN

1/4" = 1'-0"5 STAIR FOUNDATION

1

1



GRADE96' - 0"

3A5-01

8" 8" 3' - 0"

1' -

0"

4' - 4"

B.O.F.87' - 0 1/2"

T.O.F.88' - 0 1/2"

6' - 11 1/2" 8"

4" 4"

4" CONCRETE WITH GALVANIZED WWF 1.4 x 1.4

1 1/2" GALVANIZED METAL DECK

1/4" x 3 x 3 STEEL ANGLE THROUGH BOLTED INTO EXISTING MASONRY WALL

#4 BENT BAR, 16" LEGS @ 48" o.c.

#5 VERTICAL BARS @ 16" o.c.

#5 HORIZONTAL BARS @ 18" o.c.

#5 BENT BARS @ 16" o.c.

#5 CONTINOUS BARS

3' - 1" 4" 4"

1' -

0"

2' - 0"

#4 BENT BAR, 16" LEGS @ 48" o.c.

#4 HORIZONTAL AND VERTICAL BARS @ 18" o.c.

4" SLAB ON COMPACTED FILL

GRADE

BELO

W G

RAD

E

3'-6

" MIN

3'-6

" MIN

RAMPVARIES

#4 BENT BARS AT 12" O.C. INTO FOUNDATION WALL

7' - 8" 3' - 9"

VAR

IES

8" CONCRETE RETAINING WALL

8" CONCRETE RETAINING WALL



GRADE96' - 0"

3A5-01

BELO

W G

RAD

E

3'-6

" MIN

#4 @ 16" H AND 12" V

#4 BARS @ NOSING


1' - 0"

8" 5' - 3" 8"

4"

8' - 4 1/2" 8"

2' - 6"

1' -

0"


9"

4" SLAB ON COMPACTED FILL

COMPACTED FILL. COMPACTED FILL.

ALUMINUM RAILING

EXTENSION1' - 0"

EXTENSION

1' - 0"



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3/4" = 1'-0"

4/25

/201

9 12

:12:

41 P

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DETAILS

A5-02

100 C

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Checker

SRF Author

18074-00

4-23-19

MIS

HAW

AKA,

IND

IAN

A

3/4" = 1'-0"1 RAMP SECTION - THROUGH STAIRS

3/4" = 1'-0"2 SECTION - STAIRS TO BASEMENT

1 4-9-19 UPDATED STAIRS

1

F

DOOR ELEVATIONS

FG

4" 4"

4"6"

2" 3' - 0" 2"

2"7'

- 0"

A

FRAME ELEVATIONS

12' - 4"

10' -

10"

2" 4' - 4" 2" 3' - 0" 2" 4' - 4" 2"

2"3'

- 6"

2"3'

- 4"

2"3'

- 4"

2"

12' - 4"

10' -

10"

2" 4' - 4" 2" 3' - 0" 2" 4' - 3" 3"

2"3'

- 6"

2"3'

- 4"

2"3'

- 4"

2"

WINDOW ELEVATIONS

12' - 0"

2" 4' - 2" 2" 3' - 0" 2" 4' - 2" 2"

2"3'

- 4"

2"3'

- 4"

2"

A B C D.1 E

T T T T T T T

8' - 0"

2" 2' - 2" 2" 3' - 0" 2" 2' - 2" 2"

2"3'

- 4"

2"3'

- 4"

2"

T T

8' - 0"

2" 2' - 2" 2" 3' - 0" 2" 2' - 2" 2"

2"3'

- 4"

2"3'

- 4"

2"

T T T

7' -

0"

T T T

GLAZING FOR CORRIDOR WINDOWS ARE REQUIRED TO BE 45 MIN FIRE RATED GLASS AND FRAME.

D.2

8' - 0"

2" 2' - 2" 2" 3' - 0" 2" 2' - 2" 2"

2"3'

- 4"

2"3'

- 4"

2"

T T

T

2

2



DRAWN BY:

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ARCHITECT:

SHEET NAME

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SHEET NUMBER

3/8" = 1'-0"

5/1/

2019

10:

52:3

8 AM

DOOR ANDHARDWARESCHEDULE

A6-01

100 C

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R EA

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PERM

IT SE

T FOR

SRF

SRF CAG

18074-00

4-23-19

MIS

HAW

AKA,

IND

IAN

A

ALL DOOR & FRAME INSTALLATIONS SHALL BE PER ACCEPTED INDUSTRY STANDARDS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS UNLESS NOTED OTHERWISE.

ALL SWING DOORS SHALL BE OPERABLE WITH LESS THAN 5 LBS FORCE PER CODE, ADA, & ANSI REQUIREMENTS.

FRAME SIZES TO BE COORDINATED WITH WALL SIZE FOR TYPICAL GYPSUM BOARD RETURN.

ALL HOLLOW METAL FRAMES TO BE PAINTED, ONE (1) COAT PRIME, TWO (2) COATS FINISH, UNLESS NOTED OTHERWISE.

F FLUSHFF FACTORY FINISHWD WOODHM HOLLOW METALP PAINTFG FULL GLASSAN ANNODIZED

DOOR NOTES

DOOR SCHEDULE ABBREVIATIONS

DOOR AND HARDWARE SCHEDULE

MARK PAIR

DOOR FRAME

FIRE RTG

HARDWARE

PIVOTS

HARDWARE

COMMENTSSIZE THIC

KNES

S

TYPE

MAT

ERIA

L

FINI

SH

GLAZING

TYPE

MAT

ERIA

L

FINI

SH

LOCK

SET

BY OWNER

LEVE

R HA

NDLE

PANI

C DE

VICE

PUSH

PUL

L

HING

ES (P

AIRS

)

WAL

L ST

OP

FLO

OR

STO

P

HING

E ST

OP

CLOSER

FLUS

H BO

LTS

SMO

KE S

EAL

FIRE

GLA

SS

WIR

E

TEM

PERE

D G

LASS

INSU

LATE

D

TINT

ED

CARD

SW

IPE

ELEC

STR

IKE

NO H

/O

HOLD

OPE

N

ELEC

. MAG

N

AUTO

MAT

IC

100.A 3' - 0" X 7' - 0" 0' - 1 3/4" FG AL AN X AL AN CYLINDER X X X X X100.B 3' - 0" X 7' - 0" 0' - 1 3/4" FG AL AN X AL AN CYLINDER X X X X X101 3' - 0" X 7' - 0" 0' - 1 3/4" FG AL AN X AL AN CYLINDER X X X X X EXIT ONLY DOOR

102.A 3' - 0" X 6' - 11 3/4" 0' - 1 3/4" FG AL AN X AL AN 20 MIN CYLINDER X X X X X102.B 3' - 0" X 7' - 0" 0' - 1 3/4" FG AL AN X AL AN 20 MIN CYLINDER X X X X X102C 3' - 0" X 7' - 0" 0' - 1 3/4" F WD PT HM PT PRIVACY X X103 3' - 0" X 7' - 0" 0' - 1 3/4" FG AL AN X AL AN 20 MIN CYLINDER X X X X X

103B 3' - 0" X 7' - 0" 0' - 1 3/4" F WD PT HM PT PRIVACY X X104 3' - 0" X 7' - 0" 0' - 1 3/4" FG AL AN X AL AN 20 MIN CYLINDER X X X X X

104B 3' - 0" X 7' - 0" 0' - 1 3/4" F WD PT HM PT PRIVACY X X105 3' - 0" X 7' - 0" 0' - 1 3/4" FG AL AN X AL AN 20 MIN CYLINDER X X X X X

105B 3' - 0" X 7' - 0" 0' - 1 3/4" F WD PT HM PT PRIVACY X X106 3' - 0" X 7' - 0" 0' - 1 3/4" FG AL AN X AL AN CYLINDER X X X X X

106.A 3' - 0" X 7' - 0" 0' - 1 3/4" FG AL AN X AL AN 20 MIN CYLINDER X X X X X106.C 3' - 0" X 7' - 0" 0' - 1 3/4" F WD PT HM PT PRIVACY X X

• ALL HM FRAMES SHALL BE KNOCKED DOWN. COORDINATE DEPTH WITH WALL TYPES

• ALL EXTERIOR ALLUMINUM STOREFRONT FRAMES SHALL BE THERMALLY BROKEN FRAMES

• ALL GLASS IN DOORS WITHIN 18" OFF FLOOR SHALL BE TEMPERED GLASS

• WOOD BATHROOM DOORS CAN BE HALLOW CORE PREHUNG DOORS IF OWNER CHOOSES

DOOR, FRAME, HARDWARE


DNDN

1

4

6

4

P1-012

2

3

8

8

8

8

8

8

8

8

8 8 8 8

7

2

11/2" HOT WATER

1/2" COLD WATER

1/2" COLD WATER

SANITARY ANDVENT

DRAIN AND VENT

TOILET

LAV

VTR

4" SAN



DRAWN BY:

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SHEET NUMBER

As indicated

4/25

/201

9 5:

29:0

5 PM

PLUMBING PLAN

P1-01

100 C

ENTE

R EA

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VATIO

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CONS

TURC

TION

DOCU

MENT

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SRF

SRF CAG

18074-00

4-23-19

MIS

HAW

AKA,

IND

IAN

A

THIS PLUMBING PLAN IS DEVELOPED TO SHOW DESIGN INTENT ONLY. ACTUAL PLUMBING SYSTEM DESIGN AND INSTALLATION SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR LICENSED IN THE STATE OF INDIANA. ALL FIXTURES, AND PIPES SHALL BE INSTALLED PER ALL CODES AND FOR FULLY FUNCTIONING SYSTEM.

1/8" = 1'-0"1 PLUMBING PLAN

GENERAL PLUMBING NOTESA. THE PLUMBING SYSTEM INSTALLATION SHALL BE IN ACCORDANCE WITH INDIANA PLUMBING CODES AND

ALL LOCAL CODES AND ORDINANCES.

B. DRAWINGS ARE DIAGRAMMATIC. INDICATED POSITIONS SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE, EXACT EQUIPMENT LOCATIONS AND PIPING ROUTING SHALL BE SUBJECT TO BUILDING CONSTRUCTION AND INTERFERENCE'S WITH OTHER TRADES

C. ALTHOUGH ATTEMPTS HAVE BEEN MADE TO IDENTIFY EXISTING EQUIPMENT LOCATIONS, PIPE ROUTING AND SIZES WITH THE USE OF EXISTING DRAWINGS AND FIELD OBSERVATIONS, PC SHALL FIELD VERIFY ALL EXISTING INFORMATION. REPORT ANY DISCREPANCIES TO THE ARCHITECT OR ENGINEER. NOTE ALL DISCREPANCIES ON THE AS-BUILT DRAWINGS.

D. COORDINATE ALL WORK WITH THE PHASING OF THE PROJECT. SOME SERVICES MUST REMAIN ACTIVE TO SERVE OCCUPIED SPACES DURING CONSTRUCTION. SCHEDULE ALL SERVICE SHUTDOWNS WITH OWNER AND/OR CONSTRUCTION MANAGER.

E. UNLESS NOTED OTHERWISE ALL SERVICES INDICATED AS BEING REMOVED SHALL BE REMOVED BACK TO THE MAIN AND CAPPED. IDENTIFY ALL CAPPED SERVICES. DEAD-END PIPING IS NOT PERMITTED. REMOVE ALL PREVIOUSLY ABANDONED PIPING, SUPPORT, ETC ENCOUNTERED ABOVE CEILINGS.

F. THE OWNER SHALL HAVE THE OPTION OF RETAINING ANY OR ALL REMOVED FIXTURES OR EQUIPMENT FOR SALVAGE. ALL REMOVED EQUIPMENT AND FIXTURES THAT ARE NOT RETAINED BY THE OWNER, SHALL BE DISPOSED OF BY THE PC

G. ALL CUTTING AND PATCHING, OF WALLS AND FLOORS, SHALL BE PERFORMED BY THE CONTRACTOR PERFORMING THE WORK REQUIRING THE PENETRATION. ALL PATCHING MATERIALS SHALL MATCH THE EXISTING CONDITIONS. ALL FINISH PAINTING TO BE BY THE GENERAL CONTRACTOR.

H. REFER TO ARCHITECTURAL INTERIOR ELEVATIONS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES.

I. BULLHEAD PIPING CONFIGURATIONS IN WATER PIPING ARE PROHIBITED.

J. ALL NEW POTABLE WATER PIPING SHALL BE PURGED AND DISINFECTED PER THE INDIANA PLUMBING CODE PRIOR TO TIE-IN TO EXISTING POTABLE WATER SYSTEM. THE PC SHALL INSTALL ALL VALVES AND FITTINGS AS REQUIRED TO ACCOMPLISH THE PROCESS. A TEST REPORT OF CERTIFICATION SHALL BE SUBMITTED FOR REVIEW AND INCLUDED IN THE OPERATING AND MAINTENANCE MANUAL.

K. ALL VALVES MUST BE ACCESSIBLE. IF LOCATED ABOVE DRYWALL CEILING OR BEHIND FINISHED WALLS, PROVIDE ACCESS DOOR. COORDINATE ALL ACCESS DOOR LOCATIONS WITH ARCHITECT.

L. UNLESS NOTED OTHERWISE ALL VERTICAL PIPING DROPS TO FIXTURES, FAUCETS, ETC. SHALL BE CONCEALED IN THE WALL.

M. INSTALLATION OF WATER PIPING IN EXTERIOR BUILDING WALLS SHOULD BE AVOIDED. IF NECESSARY, INSTALL PIPING ON BUILDING SIDE OF WALL INSULATION. INSULATED PIPING PER THE SPECIFICATIONS. COORDINATE ANY/ALL INSTALLATIONS WITH ARCHITECT/ENGINEER.

N. DO NOT SUPPORT PIPING FROM ANOTHER PIPE, DUCTWORK OR CONDUIT. DO NOT SUPPORT ANY ITEM FROM ROOF DECK.

O. COORDINATE THE LOCATIONS OF ALL CLEAN OUTS W/ ARCHITECT NOTE CONTRACTOR SHALL ACCOUNT FOR INCREASING WALL SIZE TO 6" STUD AS NECESSARY TO ACCOMMODATE CLEANOUTS.

P. SLOPE - ALL HORIZONTAL PIPE TO BE SLOPED TOWARD DRAIN OUTLET PER INDIANA PLUMBING CODE

PLUMBING KEYNOTES

CONTRACTOR SHALL PROVIDE DESIGN-BUILD SERVICES TO DESIGN, FURNISH AND INSTALL ALL COMPONENTS FOR A FULL AND COMPLETE PLUMBING SYSTEM. THIS SYSTEM SHALL INCLUDE BUT NOT BE LIMITED TO FIXTURES, PIPIING , DRAINS, VENTING, VALVES, WATER SERVICE, METER, ETC. CONTRACTOR SHALL PROVIDE A STATED ALLOWANCE WITH THEIR BID TO PERFORM DESIGN-BUILD SERVICES TO DESIGN, FURNISH AND INSTALL ALL COMPONENTS FOR A FULL AND COMPLETE PLUMBING SYSTEM. THIS SYSTEM SHALL INCLUDE BUT NOT BE LIMITED TO FIXTURES, PIPIING , DRAINS, VENTING, VALVES, WATER SERVICE, METER, ETC. ARCHITECT SHALL REVIEW AND PROVIDE SUPPLEMENTAL INFORAMTION TO THE STATE OF INDIANA AS REQUIRED.

0' 8' 16'4'

GRAPHIC SCALE

1. NEW SANITARY PIPE BELOW FLOOR (IN BASEMENT CONNECT TO EXISTING SEWER

2. NEW WATER SUPPLY LINE BELOW FLOOR (IN BASEMENT) CONNECT TO EXISTING SERVICE

3. ROUTE NEW SERVICES BELOW GRADE (GRADE IS APPROXIMATLEY 4' BELOW MAIN GRADE) AND RISER INSIDE BUILDING IN CORNER

4. RECESSED NON-FREEZE HOSE BIBB AND LOCKABLE BOX IN EXISTING WALL. INSTALL PIPE IN NEW FRAMING AND FEED FROM FIRST FLOOR (NOT BASEMENT). INSULATE EXPOSED PIPE AT CEILING.

5. DOWN SPOUT LOCATION. REFER TO EXTERIOR ELEVATIONS.

6. UNDERGROUND STORMWATER LATERAL CONNECTED TO DOWNSPOUTS. DRAIN TO DAYLIGHT. REFER TO ELEVATIONS FOR DOWNSPOUT LOCATIONS.

7. POINT OF USE WATER HEATER UNDER SINK IN EVERY RESTROOM

8. COORDINATE DEPTH OF PLUMBING WITH NEW FOUNDATION

1/4" = 1'-0"2 PLUMBING PLAN -TYP.

1/4" = 1'-0"3 PLUMBING ISO

1

1

1

1

1

1

3

3

3

3

4

5

5

5

5

5

2

2



DRAWN BY:

CHECKED BY:

DATE:SCALE:

JOB NO.

ARCHITECT:

SHEET NAME

NO. DATE

PROFESSIONAL'S SEAL

SUBMISSION

Copyright © 2019

SHEET NUMBER

1/8" = 1'-0"

4/25

/201

9 5:

28:0

4 PM

MECHANICALFLOOR PLAN

M1-02

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SRF

SRF CAG

18074-00

4-23-19

MIS

HAW

AKA,

IND

IAN

A

THIS MECHANICAL PLAN IS DEVELOPED TO SHOW DESIGN INTENT ONLY. ACTUAL MECHANICAL SYSTEM DESIGN AND INSTALLATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR LICENSED IN THE STATE OF INDIANA. ALL FIXTURES, AND DUCTWORK SHALL BE INSTALLED PER ALL CODES AND FOR FULLY FUNCTIONING SYSTEM.

A. CONFIRM ALL THERMOSTAT LOCATIONS WITH OWNER.UNLESS NOTED OTHERWISE STANDARD ROOM SENSOR/STAT MOUNTING HEIGHT SHALL BE 44" ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE DEVICE.

B. FIRE DAMPERS ARE REQUIRED AT ALL FIRE RATED PENETRATIONS.

C. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH SMACNA'S HVAC DUCT CONSTRUCTION STANDARDS, METAL AND FLEXIBLE. ALL EXHAUST DUCT SHALL BE GALVANIZED STEEL FOR 2.0 INCHES NEGATIVE PRESSURE. SA DUCT MAINS SHALL BE GALVANIZED STEEL CONSTRUCTED FOR 2.0 INCH POSITIVE PRESSURE FLEX DUCT SHALL BE LISTED AND TESTED IN ACCORDANCE WITH UL181 AND RATED FOR THE SMACNA PRESSURE CLASSIFICATION IN WHICH IT IS APPLIED.

D. MATCH NEW PIPING MATERIALS FOR PLUMBING PIPING WITH EXISTING PIPING

E. INSULATE PLUMBING HW, CW AND REFRIGERANT PIPING WITH 1/2”UNICELLULAR FOAM INSULATION SEALED VAPOR TIGHT.

F. THE HVAC SYSTEM INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA, INDIANA AND INTERNATIONAL CODES AND ALL LOCAL CODES AND ORDINANCES.

G. DRAWINGS ARE DIAGRAMMATIC. INDICATED POSITIONS SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE, EXACT EQUIPMENT LOCATIONS AND DUCTWORK AND PIPING ROUTING SHALL BE SUBJECT TO BUILDING CONSTRUCTION AND INTERFERENCE'S WITH OTHER TRADES.

H. ALTHOUGH ATTEMPTS HAVE BEEN MADE TO IDENTIFY EXISTING EQUIPMENT LOCATIONS, PIPE AND DUCTWORK ROUTING AND SIZES WITH THE USE OF EXISTING DRAWINGS AND FIELD OBSERVATIONS, MC SHALL FIELD VERIFY ALL EXISTING INFORMATION. REPORT ANY DISCREPANCIES TO THE ARCHITECT OR ENGINEER. NOTE ALL DISCREPANCIES ON THE AS-BUILT DRAWINGS.

I. INSTALL ALL EQUIPMENT REQUIRING AN ELECTRICAL CONNECTION IN SUCH A MANNER SO THAT PROPER CLEARANCE IS PROVIDED FOR SERVICING PER THE NATIONAL ELECTRIC CODE.

J. GC SHALL BE RESPONSIBLE FOR ALL ROOFING WORK. COORDINATE ALL ROOFPENETRATIONS WITH THE ARCHITECT AND GC.

K. ALL EQUIPMENT, DAMPERS, CONTROL DEVICES, ETC. SHALL BE ACCESSIBLE. IF LOCATED ABOVE DRYWALL CEILING OR BEHIND FINISHED WALLS, PROVIDE ACCESS DOOR. COORDINATE ALL ACCESS DOOR LOCATIONS WITH ARCHITECT.

L. HVAC PIPING AND DUCTWORK SHALL NOT BE INSTALLED IN ELECTRICAL ROOMS ANDM. INFORMATION TECHNOLOGY (LOW VOLTAGE) ROOMS UNLESS THE PIPING AND/OR

DUCTWORK IS DIRECTLY RELATED TO HVAC EQUIPMENT CONDITIONING THE ROOM. CONTACT ARCHITECT/ENGINEER PRIOR TO INSTALLATION OF ANY UNRELATED PIPING OR DUCTWORK.

N. DO NOT SUPPORT DUCTWORK FROM ANOTHER DUCT, PIPE OR CONDUIT. DO NOT SUPPORT ANY ITEM FROM ROOF DECK.

O. DURING CONSTRUCTION, COVER ALL SUPPLY, RETURN AND EXHAUST DUCTWORK OPENINGS TO PREVENT CONSTRUCTION DUST FROM ENTERING THE DUCTWORK. IF DUST COLLECTS INSIDE DUCTWORK, DUCTWORK SHALL BE CLEANED PRIOR TO PROJECT TURNOVER.

P. RADIUS ELBOWS SHALL BE UTILIZED THROUGHOUT THE DUCTWORK SYSTEM AS SHOWN. DO NOT USED 90 DEGREE MITERED ELBOWS WITH TURNING VANES UNLESS SPECIFICALLY SHOWN OR WITHOUT PRIOR APPROVAL.

Q. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING MATERIALS AND EXACT LOCATIONS OF CEILING DIFFUSERS AND GRILLES.

R. DUCT RUNOUT SIZE SHALL BE THE SAME AS THE DIFFUSER OR GRILLE CONNECTION SIZE UNLESS NOTED OTHERWISE.

S. INSTALL AND PROPERLY SUPPORT FLEXIBLE DUCTWORK TO AVOID ANY AIRFLOW RESTRICTIONS, NO KINKS OR CRIMPS ARE PERMITTED.

T. FLEXIBLE DUCTWORK SHALL NOT PENETRATE THRU WALLS. RIGID SHEET METAL DUCTWORK IS REQUIRED AT ALL WALL PENETRATIONS.

1. ROOF TOP HVAC UNIT. INSTALL NEW SUPPLY AND RETURN EQUIPMENT CURB WITH VIBRATION ISOLATION. DUCT DROP INTO SPACE

2. EXPOSED SPIRAL DUCT SUPPLY SUSPENDED FROM EXISTING TRUSSES

3. LINEAR SLOT DIFFUSER

4. TRANSFER AIR GRILL IN WALL ABOVE 14'-0" AFF

5. BATHROOM EXHAUST FAN 100 CFM. TO ROOF. CONTRL WITH LIGHT SWITCH

GENERAL MECHANICAL NOTES

MECHANICAL KEYNOTES

1/8" = 1'-0"1 MECHANICAL PLAN

CONTRACTOR SHALL PROVIDE DESIGN-BUILD SERVICES TO DESIGN, FURNISH AND INSTALL ALL COMPONENTS FOR A FULL AND COMPLETE HVAC SYSTEM. THIS SYSTEM SHALL INCLUDE BUT NOT BE LIMITED TO UTILIZING/SUPPLEMENTING EXISTING MECHANICAL UNITS, DUCT WORK, THERMOSTATS, BALANCING, DAMPERS, GRILLES, DIFFUSERS, CONTROLS, ETC. ARCHITECT SHALL REVIEW AND PROVIDE SUPPLEMENTAL INFORMATION TO THE STATE OF INDIANA AS REQUIRED.

0' 8' 16'4'

GRAPHIC SCALE

DNDN

SS3

T

- -

FF

S

PB

N

D

3

1 2

1 2

1 2

1 2

1 2

5

4

4

4

4

4

S D

GFI

DEVICE SCHEDULE

3 - WAY SWITCH

SWITCH

DISCONNECT

PUSH BUTTON

THERMOSTAT

DOOR SECURITY/CARD READER

DUPLEX RECEPTACLE

GROUND FAULT RECEPTACLE

TELE/DATA ROUGH IN, 3/4" STUB

FIRE ALARM PULL STATION

FIRE ALARM HORN/STROBE

FIRE ALARM STROBE

PULL CORD EMERGENCY NURSE CALL STATION

NURSE CALL DOME LIGHT W/ CHIME

SMOKE DETECTOR



DRAWN BY:

CHECKED BY:

DATE:SCALE:

JOB NO.

ARCHITECT:

SHEET NAME

NO. DATE

PROFESSIONAL'S SEAL

SUBMISSION

Copyright © 2019

SHEET NUMBER

As indicated

4/25

/201

9 5:

30:3

8 PM

ELECTRICALPOWER PLAN

E1-01

100 C

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18074-00

4-23-19

MIS

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IND

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A

THIS ELECTRICAL PLAN IS DEVELOPED TO SHOW DESIGN INTENT ONLY. ACTUAL ELECTRICAL SYSTEM DESIGN AND INSTALLATION SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR LICENSED IN THE STATE OF INDIANA. ALL FIXTURES, DEVICES, WIRING, ETC. SHALL BE INSTALLED PER ALL CODES AND FOR FULLY FUNCTIONING SYSTEM.

1/8" = 1'-0"1 ELECTRICAL FLOOR PLAN

GENERAL ELECTRICAL NOTESA. ALL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC), ALL APPLICABLE CODES,

MANUFACTURER'S, UTILITY CO. AND OWNER'S REQUIREMENTS.

B. "PROVIDE" SHALL MEAN FURNISH, INSTALL, MAKE ALL CONNECTIONS AND SHALL INCLUDE ALL EQUIPMENT, CONTROLS, ACCESSORIES, SUPPORTS, WIRING AND CONDUIT REQUIRED TO MAKE ITEM FULLY OPERATIONAL, UNLESS NOTED OTHERWISE.

C. ALL WIRING SHALL BE COPPER AND SHALL RUN IN CONDUIT OR MC CABLE..

D. ALL WIRING AND CONDUIT SHALL BE CONCEALED BEHIND FINISHED SURFACES, EXCEPT WHERE NOTED OTHERWISE. (SEE CONDUIT NOTES ON THIS SHEET)

E. ALL CIRCUITS SHALL HAVE DEDICATED NEUTRALS.

F. GROUND ALL CIRCUITS PER N.E.C.

G. PROVIDE SUPPORTS FOR ALL PANELS, EQUIPMENT, AND DEVICES.

H. COORDINATE ALL WORK WITH OTHER TRADES.

I. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE POWER CIRCUITING TO ALL LIGHT FIXTURES, RECEPS, HVAC EQUIPMENT, AND ALL OTHER EQUIPMENT REQUIRING ELECTRICAL POWER. ALL CIRCUITING SHALL BE IN ACCORDANCE WITH THE N.E.C. CONTRACTOR SHALL FURNISH AND INSTALL ALL SWITCHES, CONDUIT WIRE, BOXES,LIGHT FIXTURES (INCLUDING LAMPS), SERVICE DEVICES RECEPTACLES, SWITCHBOARDS, PANELBOARDS, ETC. (SHOWN OR NOT SHOWN ON DRAWINGS) REQUIRED FOR A COMPLETE AND OPERATING ELECTRICAL SYSTEM.

J. PATCH AND REPAIR ALL SURFACES AND STRUCTURE DAMAGED BY ELECTRICAL WORK TO MATCH SURROUNDING SURFACES.

K. SEAL ALL PENETRATIONS THROUGH EXTERIOR WALLS TO BE WATER AND AIR TIGHT. SEAL ALL PENETRATIONS THROUGH WALLS, FLOORS, AND CEILINGS TO MAINTAIN FIRE AND ACOUSTICAL RATING.

L. SUPPORT ALL LIGHT FIXTURES FROM BUILDING STRUCTURE, INDEPENDENT OF DROP CEILING. (2) CABLES PER FIXTURE MINIMUM.

M. ALL LOW VOLTAGE WIRING, FIRE ALARM, SPEAKER, VOICE/DATA AND CABLE TV CABLE SHALL BE PLENUM RATED WHEN LOCATED IN A PLENUM CEILING SPACE.

N. PRIOR TO INSTALLING ANY ELECTRICAL WORK, THE ELECTRICAL CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND REQUIREMENTS ON THE JOB AND BY REFERENCE TO ARCHITECTURAL, MECHANICAL, AND EQUIPMENT SUPPLIERS DRAWINGS, SHOULD THERE BE ANY QUESTION OR PROBLEM CONCERNING THE NECESSARY PROVISIONS

O. TO BE MADE, PROPER DIRECTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH ANY WORK.

P. SEE ARCHITECTURAL ELEVATION & PLANS FOR DIMENSIONAL AND LOCATION INFORMATION RELATED TO THE ELECTRICAL DRAWINGS.

SHEET KEYNOTES1. COORDINATE POWER FOR TOILET EXHAUST. REFER TO HVAC

2. COORDINATE WITH PLUMBING FOR POWER FOR POINT SOURCE WATER HEATER

3. NEW EXTERIOR GFI RECEPTACLE. ROUTE POWER IN NEW CONSTRUCTION.

4. NEW POWER PANEL LOCATION FOR SUITE. COORDINATE POWER SUPPLY WITH BUILDING OWNER.

5. NEW POWER PANEL LOCATION FOR BUILDING POWER. COORDINATE POWER SUPPLY WITH BUILDING OWNER.

B

B B

B B

BB

BB

BB

B B

B B

B

A

A

A

A

A

A

A

A

AA

C

C

C

C

C

D D D D D D

D

D

D

D

F F

F

F

F

F

F

F

G

G

GG

GG G

G

G

G

F

F

4

4

444

2 TYP.

2 TYP.

3

3

3

1

1

1

1

1

5 TYP.

5 TYP.

5 TYP.

INCLUDE (2) D FIXTURES UNDER PLAZA MOUNTED BELOW

H

H

H

HH

H

H

FF

PENDANT LED

2x4 TROFFER LED

2x2 TROFFER LED

CANOPY LIGHT LED

STEP LIGHT

SCONE LED

COMBO EXIT/ EMERGENCY

TENANT SIGNLIGHT

A

B

C

D

E

F

G

H

LIGHT FIXTURE SCHEDULE

MILLENIUM LIGHITNG, RW HC 14 GA WITH WIRE CAGE, GALVANISHED FINISH

PRISMATIC LENS, 29 WATT, 400K COOL WHITE, CHAIN SUPPORTED, LITHONIA OR EQUAL

PRISMATIC LENS, 18 WATT, 400K COOL WHITE, LAY-IN FIXTURE, LITHONIA OR EQUAL

SQUARE WITH POLYCARBONATE LENS, 45 WATT (DIVA LIGHT, CIP SERIES OR EQUAL)

LED SIMILAR TO KIM LIGHTIN GEL 807, WET LOCATION RATED, 10.5 WATTS, 4000K, BLACK FINISH

"BARN LIGHT", MILLENIUM LIGHTING, 544JABR WITH CAGE, COLOR TO BE SELECTED, 100 WATT. INSTALL LED BULD, COLOR TEMP 4000K

LED WITH BATTERY BACK UP, STANDARD RED EXIT, WHITE FIXTURE, SIMILAR TO MODEL ELCCOMBROZTR

(PROPOSED) 4' LED, 36 WATT, 4000K, FLOOD STRIP LIGHT, BLACK FINISH, INCON LIGHTING, 80097-36LED

E EE

D DG



DRAWN BY:

CHECKED BY:

DATE:SCALE:

JOB NO.

ARCHITECT:

SHEET NAME

NO. DATE

PROFESSIONAL'S SEAL

SUBMISSION

Copyright © 2019

SHEET NUMBER

As indicated

4/25

/201

9 5:

29:3

4 PM

ELECRICALLIGHTING PLAN

E1-02

100 C

ENTE

R EA

ST B

ULID

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RENO

VATIO

N

CONS

TURC

TION

DOCU

MENT

S

SRF

SRF CAG

18074-00

4-23-19

MIS

HAW

AKA,

IND

IAN

A

1/8" = 1'-0"1 LIGHTING PLAN

GENERAL LIGHTING NOTES

A. SUPPORT ALL LIGHT FIXTURES FROM BUILDING STRUCTURE, INDEPENDENT OF DROP CEILING. (2) CABLES PER FIXTURE MINIMUM.

B. LOW VOLTAGE CABLE SHALL RUN IN CONDUIT.

C. LIGHTING FIXTURES SHALL BE FURNISHED IN ACCORDANCE WITH DESCRIPTION AND REMARKS

THIS ELECTRICAL PLAN IS DEVELOPED TO SHOW DESIGN INTENT ONLY. ACTUAL ELECTRICAL SYSTEM DESIGN AND INSTALLATION SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR LICENSED IN THE STATE OF INDIANA. ALL FIXTURES, DEVICES, WIRING, ETC. SHALL BE INSTALLED PER ALL CODES AND FOR FULLY FUNCTIONING SYSTEM.

LIGHTING KEYNOTES

0' 8' 16'4'

GRAPHIC SCALE

1. DECORATIVE LIGHT FIXTURE, CONNECT TO GENERAL BUILDING POWER.

2. 2X4 (2 LAMP) FIXTURE CHAIN SUPPORTED FROM TRUSSES

3. BATHROOM EXHAUST FAN 100 CFM. TO ROOF. CONTRL WITH LIGHT SWITCH

4. RECESSED CANOPY LIGHT. REFER TO REFLECTED CEILING PLAN FOR DIMENSIONS CONNECT TO BUILDING POWER.

5. DECORATIVE PENDANT LIGHT. CONNECT TO BUILDING POWER.

1/8" = 1'-0"3 ENLARGE LIGHTING PLAN

1/8" = 1'-0"4 BASEMENT LIGHITNG PLAN

istoric 100 Center 109 ld Stable ane - Astro Applications · Snapshot Property Details Price...

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