model - evan & ryan contractors | · pdf filea400 hh119 + hh120 reflected ceiling plan...

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DRAWING INDEX:

ARCHITECTURAL

COVER SHEET

CONTACT INFO

ARCHITECT:

CRMH ARCHITECTURE + COMMERCIAL INTERIORS, INC.

19 South 6th Street, Suite 306

Terre Haute, IN 47807

PHONE:

E-MAIL:

CONTACT:

812-878-0315

[email protected]

Cari Rohrmayer, Principal, Project Lead

DRAWING NAME#

A100

OWNER:

INDIANA STATE UNIVERSITY

FACILITIES MGMT DEPT.

951 SYCAMORE ST.,

TERRE HAUTE, IN 47809

PHONE:812-237-8100

620 CHESTNUT WALK, TERRE HAUTE, IN 47809

LOCATOR MAP

NORTH

PROJECT LOCATIONVIGO COUNTY,INDIANA

VICINITY MAP

GENERAL MEP NOTE:

EXISTING PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS TO

BE RE-USED TO CONFORM TO DESIGN INTENT. CONTRACTORS TO

ENSURE COORDINATION OF EQUIPMENT AND MATERIALS

INSTALLATION WITH OTHER BUILDING COMPONENTS. ALL WORK

SHALL BE DONE IN ACCORDANCE WITH STATE, COUNTY, CITY

BUILDING REGULATIONS AND CODES AS WELL AS INDUSTRY

STANDARD PRACTICE. REFER TO FRONT COVER / TITLE SHEET OF

DRAWINGS FOR ADDITIONAL CODE REQUIREMENT INFORMATION.

PROJECT INFO.

PROJECT ADDRESS

PROJECT DESCRIPTION

620 CHESTNUT WALK

TERRE HAUTE, IN 47809

INTERIOR RENOVATION OF GROSS

ANATOMY TEACHING LAB, ROOM 119

AND RESEARCH LAB, ROOM 129 IN

THE INDIANA UNIVERSITY SCHOOL OF

MEDICINE AT INDIANA STATE

UNIVERSITY.

1. G.C. (GENERAL CONTRACTOR) SHALL REVIEW ALL DOCUMENTS AND FIELD VERIFY ALL

DIMENSION AND CONDITIONS AND SHALL CONFIRM THAT WORK IS BUILDABLE AS

SHOWN. ANY DISCREPANCIES OR OMISSIONS, ETC... SHALL BE REPORTED TO THE

ARCHITECT IMMEDIATELY FOR CLARIFICATION PRIOR TO BIDDING OR BEGINNING WORK

RELATED THERETO.

2. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT RULES AND

REGULATIONS OF APPLICABLE STATE AND/OR LOCAL CODES , LAWS, ORDINANCES,

STATUTES AND REGULATIONS. NOTHING IN THE DRAWINGS OR SPECIFICATIONS SHALL

BE CONSTRUED AS REQUIRING OR PERMITTING WORK CONTRARY TO THESE RULES,

REGULATIONS AND CODES. REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND

SPECIFICATIONS AND APPLICABLE REGULATIONS TO ARCHITECT IMMEDIATELY.

3. THE DRAWINGS INDICATE LOCATIONS, DIMENSIONS, AND TYPICAL DETAILS OF

CONSTRUCTION. THE DRAWINGS DO NOT ILLUSTRATE EVERY CONDITION. WORK NOT

EXPLICITLY DETAILED IS ASSUMED TO BE OF CONSTRUCTION SIMILAR TO PARTS THAT

ARE DETAILED. G.C. SHALL REPORT ANY DISCREPANCIES DISCOVERED TO THE

ARCHITECT FOR RESOLUTION BEFORE PROCEEDING WITH WORK.

4. ALL DIMENSIONS SHOWN IN DRAWING ARE BASED ON SPECIFIED MATERIALS AND

EQUIPMENT. ANY CHANGES OR SUBSTITUTIONS MAY AFFECT DIMENSIONS. G.C. TO

NOTIFY ARCHITECT BEFORE MAKING CHANGES.

5. G.C. TO COORDINATE ALL WORK WITH MECHANICAL, ELECTRICAL, PLUMBING AND

FIRE-PROTECTION CONTRACTORS. G.C. SHALL SUBMIT ALL DRAWINGS TO THE

ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION.

6. THE G.C SHALL COORDINATE AND COOPERATE WITH THE WORK OF SEPARATE

CONTRACTORS.

7. G.C. SHALL PROVIDE ALL SHOP DRAWINGS FOR FABRICATED ITEMS, CATALOG CUTS FOR

ALL FIXTURES AND EQUIPMENT, AND SAMPLES OF AL FINISHES SPECIFIED TO THE

ARCHITECT FOR APPROVAL THREE (3) WEEKS PRIOR TO FABRICATION AND/OR

PURCHASING.

8. ALL FIRE RESISTIVE ASSEMBLIES SHALL BE MAINTAINED AT ALL MECHANICAL,

ELECTRICAL, AND PLUMBING WALL PENETRATIONS THROUGH THE USE OF FIRE STOP

MATERIAL AT THESE LOCATIONS USING THE APPROPRIATE FIRE RATED ASSEMBLIES.

BUILDING CODES:

GENERAL ADMINISTRATIVE RULES: (675-IAC-12)

INDIANA BUILDING CODE, 2014 EDITION: (675-IAC-13-2.6 IBC) BASED ON; 2012

INTERNATIONAL BUILDING CODE (1ST PRINTING), ANSI A117.1-2009, WITH

INDIANA AMENDMENT, EFFECTIVE DECEMBER 1, 2014

INDIANA RESIDENTIAL CODE 2005 EDITION: (675-IAC-14-4.3 ) BASED ON: 2003

INTERNATIONAL RESIDENTIAL CODE, WITH INDIANA AMENDMENTS,

EFFECTIVE APRIL 15, 2012

INDUSTRIALIZED BUILDING SYSTEMS: (675-IAC-15-1.1 THROUGH 15-1.7)

EFFECTIVE SEPTEMBER 17, 2005

INDIANA PLUMBING CODE 2012 EDITION: (675-IAC-16-1.4P ) BASED ON: 2006

INTERNATIONAL PLUMBING CODE WITH INDIANA AMENDMENTS, EFFECTIVE

DECEMBER 24, 2012

INDIANA ELECTRICAL CODE 2009 EDITION: (675-IAC-17-1.8 IEC) BASED ON:

2008 NATIONAL ELECTRICAL CODE (1ST PRINTING) WITH INDIANA

AMENDMENTS, EFFECTIVE AUGUST 26, 2009

INDIANA MECHANICAL CODE 2014 EDITION: (675-IAC-18-1.6 IMC) BASED ON:

2012 INTERNATIONAL MECHANICAL CODE (1ST PRINTING) WITH INDIANA

AMENDMENTS, EFFECTIVE DECEMBER 1, 2014

INDIANA ENERGY CONSERVATION CODE 2010, (675 IAC 19-4), (ASHRAE 90.1

2007 EDITION, AS AMENDED)

INDIANA SAFETY CODE FOR ELEVATORS, ESCALATORS, MAN LIFTS AND

HOISTS; (675-IAC-21-11-2 SCEEMH) BASED ON: AUTOMATED PEOPLE

MOVER-PART 1, PART 2, AND PART 3, ANSI/ASCE/T &DI 21-08, AS AMENDED

EFFECTIVE APRIL 13, 2011

INDIANA FIRE PREVENTION CODE: (675-IAC-22-2.5 IFC) BASED ON: 2012

INTERNATIONAL FIRE CODE, (1ST PRINTING) WITH INDIANA AMENDMENTS,

EFFECTIVE DECEMBER 1, 2014.

INDIANA SUPPLEMENTARY FIRE SAFETY RULES: (675-IAC-24-1 SFSR)

EFFECTIVE OCTOBER 11, 2001

INDIANA FUEL GAS CODE 2014: (675-IAC-25-3 IFGC) BASED ON: 2012

INTERNATIONAL FUEL GAS CODE (2ND PRINTING), WITH INDIANA

AMENDMENTS, EFFECTIVE DECEMBER 1, 2014

MEP ENGINEER:

R.E. DIMOND AND ASSOCIATES, INC.

732 N. CAPITOL AVE.

INDIANAPOLIS, IN 46204

PHONE:

E-MAIL:

317-634-4672

[email protected]

CONTACT: Dale Warner, PE, Project Lead

GENERAL NOTES:

MECHANICAL

ELECTRICAL

PLUMBING

REV. 1

M201LABS 119 + 120 MECHANICAL

E001 SYMBOLS + NOTES - ELECTRICAL

CONSTRUCTION TYPE: 1A

OCCUPANCY: B

PLEASE SUBMIT ALL QUESTIONS IN WRITING, VIA EMAIL

TO THE ARCHITECT AS YOUR FIRST POINT OF CONTACT

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THE 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. AS SCOPE DOCUMENTS, THE

DRAWINGS DO NOT NECESSARILY

INDICATE OR DESCRIBE ALL WORK THAT

IS REQUIRED FOR FULL PERFORMANCE

AND COMPLETION OF THE

REQUIREMENTS OF THE CONTRACT

DOCUMENTS. 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 THE WORK.

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THE SEAL(S) AND SIGNATURE(S) APPLY

ONLY TO THE DOCUMENT TO WHICH

THEY ARE AFFIXED AND WE EXPRESSLY

DISCLAIM ANY RESPONSIBILITY FOR ALL

OTHER PLANS, SPECIFICATIONS,

ESTIMATES, REPORTS, OR OTHER

DOCUMENTS OR INSTRUMENTS

RELATING TO OR INTENDED TO BE USED

FOR ANY PART OR PARTS OF THE

PROJECT.

COPYRIGHT 2017

REVISIONS

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Terre Haute, Indiana 47807

ph. 812.878.0315

CERTIFIED BY:

CRMH ARCHITECTURE

+ COMMERCIAL INTERIORS, INC.

and Associates, Inc.

Consulting Engineers

732 North Capitol Avenue

Indianapolis, IN 46204

Phone: (317) 634-4672

Fax: (317) 638-8725

HH119 + HH120 DEMOLITION FLOOR PLANA101

HH129 DEMOLITION FLOOR PLANA102

HH119 + HH120 FLOOR PLANA200

HH119 + HH120 FLOOR PLANA201

HH119 + HH120 REFLECTED CEILING PLANA400

HH129 REFLECTED CEILING PLANA401

HH129 ELEVATIONSA600

M202 LAB 129 MECHANICAL

M601 DETAILS + SCHEDULES - MECHANICAL

SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES- PLUMBING + MECH.PM001

PARTIAL FIRST FLOOR- PLUMBINGP200

LAB 119 + 120 PLUMBINGP201

LAB 129 PLUMBINGP202

SCHEDULES- PLUMBINGP601

E201 LABS 119 + 120 ELECTRICAL

E202 LAB 129 ELECTRICAL

22'-5"

8"

8"

29'-10 1/2" 30'-2 5/8"

23'-9"

A101

A101

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HH119 + HH120 DEMOLITION PLAN

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GENERAL DEMOLITION NOTES

REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE

DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND

ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO

REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNATED TO MAKE REMOVALS, DISPOSITION OF

MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS

OF SALVAGEABLE VALUE.

ALL REMOVALS AND SALVAGE, UNLESS SPECIFICALLY NOTED OR REQUESTED BY THE OWNER SHALL BECOME THE PROPERTY OF THE

CONTRACTOR.

REMOVE ONLY NON-LOAD BEARING CONSTRICTION AND PARTITIONS. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL, THAT NO

STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC.. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE

DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY CONSTRUCTION IN QUESTION OR DEVIATING FROM

THE DESIGN INTENT. CONTRACTOR'S NON-CONTACT OF ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE

UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT.

ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE OF SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOADS AND TO

RESIST THE DEFORMATION CAUSED BY SUCH LOADS TO WHICH THEY SOIL PRESSURE INCLUDING SURCHARGE, HYDROSTATIC HEAD AND

IMPACT LOADS AS APPLICABLE. MINIMUM DESIGN LOAD VALUES SHALL BE AS FOLLOWS:

100 P.S.F. LIVE LOAD (FIRST FLOOR)

35 P.S.F. LIVE LOAD (SNOW)

20 P.S.F. DEAD LOAD (FLOORS/ROOF)

MAXIMUM ALLOWABLE DEFLECTION @ L/360 OF SPAN

PATCH ALL FINISHES TO MATCH EXISTING, INCLUDING BUT NOT LIMITED TO, GYPSUM BOARD, PLASTER, ACOUSTIC SYSTEMS, WOOD TRIM,

COVERS, BASE, PANELS, RAILS AND WAINSCOT. VERIFY MATCH OF NEW FINISH MATERIALS TO EXISTING IN COLOR, TEXTURE,

THICKNESS, CUT, ETC… TO SATISFACTION OF OWNER PRIOR TO INSTALLATIONS. PROVIDE OTHER MATERIALS TO MATCH EXISTING WHEN

REQUIRED. TO BE APPROVED BY OWNER.

PATCH EXISTING WALLS GYPSUM DRYWALL OR PLASTER TO MATCH EXISTING OF SUFFICIENT THICKNESS TO MAINTAIN UNIFORM WALL

THICKNESS. ALL EXPOSED PORTIONS OF WALL SHALL BE FINISHED WITH THREE (3) COATES OF SPECKLING, SANDED AND LEFT IN A

PAINT READY CONDITION.

WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION

PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER

POSSIBLE.

CONTRACTOR SHALL INSURE ALL WORK IS IN CONFORMANCE WITH ALL APPLICABLE BUILDING CODES. WORK SHALL BE COMPLETED IN

STRICT ACCORDANCE WITH THE LATEST EDITIONS BUILDING CODE AND ENERGY CONSERVATION CODE, PLUMBING CODE, NATIONAL

ELECTRIC CODE, AND ALL OTHER FEDERAL, STATE AND LOCAL AGENCY REGULATIONS HAVING JURISDICTION OVER THIS PROJECT. IN THE

EVENT OF ANY DISCREPANCIES BETWEEN AGENCY REQUIREMENTS. THE CONTRACTOR SHALL OBSERVE THE MORE STRINGENT OF

REQUIREMENTS.

ALL WORK SHALL COMPLY WITH THE STANDARDS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS (NBFU), INDUSTRIAL RISK

INSURANCE UNDERWRITERS (IRI), FACTORY MUTUAL (FW), OR THE APPLICABLE RATING BUREAU. THE NATIONAL ELECTRIC CODE (NEC),

THE AMERICAN GAS ASSOCIATION (AGA), AND THE AMERICAN SOCIETY OF HEATING AND AIR CONDITIONING ENGINEERS (ASHAE),

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), APPLICABLE STATE AND CITY BUILDING CODES AND THE

REQUIREMENTS OF ALL PUBLIC UTILITY COMPANIES SERVING THE PROJECT SITE.

CONTRACTOR (AND HIS SUBCONTRACTORS) SHALL BE LICENSED BY THE STATE IN WHICH THE PROJECT IS LOCATED AND APPROVED IN

ADVANCE BY THE OWNER.

CONTRACTOR SHALL FILE ALL APPLICATIONS, PAY FOR ALL NECESSARY PERMITS AND SECURE CERTIFICATES OF OCCUPANCY FOR THE

PROJECT.

ALL WORK IS TO BE COORDINATED WITH THE OWNER. THE CONTRACTOR IS TO MEET WITH THE OWNER PRIOR TO STARTING

CONSTRUCTION. THE CONTRACTOR WILL PRESENT THE BUILDING PERMIT AND INSURANCE CERTIFICATES TO THE OWNER PRIOR TO

STARTING CONSTRUCTION.

CHECK WITH THE OWNER FOR COORDINATION OF THE WORK UNDER THIS CONTRACT WITH WORK OF OTHER TRADES. OWNER'S

REGULATIONS GOVERN ALL ASPECTS OF OUTSIDE CONTRACTORS WORKING ON THE PROPERTY.

CONTRACTOR SHALL KEEP THE JOB FREE OF DEBRIS AND MAKE FINAL CLEANUP TO THE SATISFACTION OF THE OWNER. CONTRACTOR

SHALL BE RESPONSIBLE FOR REMOVAL OF ALL CONSTRUCTION DEBRIS FROM PROJECT SITE AND SHALL PROVIDE DUMPSTERS ETC. AS

REQUIRED. REMOVE ALL DEBRIS ON A DAILY BASIS.

CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING BUILDINGS AND OTHER INSTALLATIONS THAT ARE TO

REMAIN INTACT WHILE PERFORMING THE SPECIFIED WORK. PROVIDE AND MAINTAIN FIRE EXTINGUISHERS ON PROJECT SITE DURING

CONSTRUCTION.

UNLESS INDICATED OTHERWISE, ALL MATERIAL FURNISHED AND INCORPORATED INTO THE WORK SHALL BE NEW, UNUSED AND OF

QUALITY STANDARD TO THE INDUSTRY FOR FIRST CLASS WORK OF SIMILAR NATURE AND CHARACTER. INSTALL ALL MATERIALS TO THE

MANUFACTURER'S RECOMMENDATIONS AND BEST STANDARD OF THE TRADES INVOLVED.

CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS IN FIELD PRIOR CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES ON

DRAWINGS.

PROVIDE SLEEVE THROUGH FOUNDATION FOR PENETRATIONS AS REQUIRED. COORDINATE W/ CIVIL ENGINEERING DOCUMENTS.

CONTRACTOR SHALL PROVIDE ANY NECESSARY MEASURES TO PROTECT THE WORKERS AND OTHER PERSONS DURING

CONSTRUCTION.

CONTRACTOR & MEP CONTRACTOR SHALL VERIFY LOCATION OF ROOF MOUNTED EQUIPMENT.

INTERIOR FINISHES SHALL BE CLASS C (SURFACE FLAME SPREAD RATING OF 76-200) MINIMUM IN CONFORMITY WITH GENERALLY

ACCEPTED STANDARDS. CARPETING SHALL BE CLASS 2 WITH A MINIMUM CRITICAL RADIANT FLUX OF .22-WATTS PER SQUARE

CENTIMETER.

ALL GYPSUM BOARD WORK SHALL BE DONE IN ACCORDANCE WITH THE DRYWALL CONSTRUCTION HANDBOOK, LATEST EDITION,

PREPARED BY UNITED STATES GYPSUM. ALL JOINTS AND SEAMS SHALL BE TAPED AND FINISHED IN ACCORDANCE WITH

MANUFACTURER'S INSTALLATION RECOMMENDATIONS

VISIT THE SITE TO VERIFY EXISTING CONDITIONS. EXISTING CONCEALED CONDITIONS AND CONNECTIONS ARE BASED UPON

INFORMATION TAKEN FROM LIMITED FIELD INVESTIGATIONS. CONTRACTOR SHALL MAKE REQUIRED ADJUSTMENTS TO SYSTEM

COMPONENTS AS NECESSITATED BY ACTUAL FIELD CONDITIONS AT NO ADDITIONAL COST TO OWNER OR ARCHITECT. REPORT ANY

DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE ARCHITECT BEFORE CONSTRUCTION

REMOVE EXISTING WALL COMPLETE.

1

KEYED DEMOLITION NOTES

REMOVE EXISTING DOOR AND FRAME COMPLETE.

2

SALVAGE EXISTING CASEWORK COMPLETE. TRANSPORT TO OWNER'S

CENTRAL STORAGE. GC RESPONSIBLE FOR SALVAGE + TRANSPORT.

3

REMOVE EXISTING SINK COMPLETE. CAP PLUMBING AS

REQUIRED.

4

REMOVE EXISTING EQUIPMENT, SALVAGE TO OWNER, CAP OFF

UTILITIES AS REQUIRED.

5

REMOVE EXISTING FLOOR COVERING AND BASE COMPLETE.

6

REMOVE EXISTING LIGHTING COMPLETE. INCLUDES SURGERY

LIGHTS.

7

KEY:

EXISTING TO BE DEMOLISH

EXISTING TO REMAIN

GENERAL NOTES:

GC TO DELIVER SALVAGED ITEMS TO OWNER'S DESIGNATED

LOCATION

COORDINATE DEMOLITION BETWEEN ALL TRADES

GC TO FIELD VERIFY DIMENSIONS AND EXISTING CONDITIONS

FILL ALL VACATED PARTITION PENETRATIONS WITH

APPROPRIATELY RATED FIRE STOP MATERIAL.

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PROJECT.

COPYRIGHT 2017

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ph. 812.878.0315

CERTIFIED BY:

CRMH ARCHITECTURE






Phone: (317) 634-4672

Fax: (317) 638-8725

1

2

3

3

3

4

5

6

8

7

REMOVE PORTION OF EXISTING FLOOR COVERING AND BASE

COMPLETE TO ACCOMMODATE NEW WORK.

8

CAREFULLY REMOVE CASEWORK AND PLUMBING FIXTURES AND

STORE FOR REUSE.

9

9

9

9

9

3

CAREFULLY DETACH EXISTING EXHAUST AND STORE FOR REUSE.

10

10 10

10 10

EXISTING TO REMAIN

EXISTING TO REMAIN

EXISTING TO REMAIN

EXISTING TO REMAIN

DOOR TO BE REMOVED, HINGES CHANGED TO SWING OUT,

REINSTALLED.

11

11

11

BE DEMO'D

9'-11"

27'-6"

23'-10"

10'-2 7/8"

11'-4"

A102

A102

1

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HH129 DEMOLITION PLAN

HH

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GENERAL DEMOLITION NOTES

REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE

DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND

ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO

REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNATED TO MAKE REMOVALS, DISPOSITION OF

MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS

OF SALVAGEABLE VALUE.

ALL REMOVALS AND SALVAGE, UNLESS SPECIFICALLY NOTED OR REQUESTED BY THE OWNER SHALL BECOME THE PROPERTY OF THE

CONTRACTOR.

REMOVE ONLY NON-LOAD BEARING CONSTRICTION AND PARTITIONS. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL, THAT NO

STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC.. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE

DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY CONSTRUCTION IN QUESTION OR DEVIATING FROM

THE DESIGN INTENT. CONTRACTOR'S NON-CONTACT OF ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE

UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT.

ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE OF SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOADS AND TO

RESIST THE DEFORMATION CAUSED BY SUCH LOADS TO WHICH THEY SOIL PRESSURE INCLUDING SURCHARGE, HYDROSTATIC HEAD AND

IMPACT LOADS AS APPLICABLE. MINIMUM DESIGN LOAD VALUES SHALL BE AS FOLLOWS:

100 P.S.F. LIVE LOAD (FIRST FLOOR)

35 P.S.F. LIVE LOAD (SNOW)

20 P.S.F. DEAD LOAD (FLOORS/ROOF)

MAXIMUM ALLOWABLE DEFLECTION @ L/360 OF SPAN

PATCH ALL FINISHES TO MATCH EXISTING, INCLUDING BUT NOT LIMITED TO, GYPSUM BOARD, PLASTER, ACOUSTIC SYSTEMS, WOOD TRIM,

COVERS, BASE, PANELS, RAILS AND WAINSCOT. VERIFY MATCH OF NEW FINISH MATERIALS TO EXISTING IN COLOR, TEXTURE,

THICKNESS, CUT, ETC… TO SATISFACTION OF OWNER PRIOR TO INSTALLATIONS. PROVIDE OTHER MATERIALS TO MATCH EXISTING WHEN

REQUIRED. TO BE APPROVED BY OWNER.

PATCH EXISTING WALLS GYPSUM DRYWALL OR PLASTER TO MATCH EXISTING OF SUFFICIENT THICKNESS TO MAINTAIN UNIFORM WALL

THICKNESS. ALL EXPOSED PORTIONS OF WALL SHALL BE FINISHED WITH THREE (3) COATES OF SPECKLING, SANDED AND LEFT IN A

PAINT READY CONDITION.

WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION

PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER

POSSIBLE.

CONTRACTOR SHALL INSURE ALL WORK IS IN CONFORMANCE WITH ALL APPLICABLE BUILDING CODES. WORK SHALL BE COMPLETED IN

STRICT ACCORDANCE WITH THE LATEST EDITIONS BUILDING CODE AND ENERGY CONSERVATION CODE, PLUMBING CODE, NATIONAL ELECTRIC

CODE, AND ALL OTHER FEDERAL, STATE AND LOCAL AGENCY REGULATIONS HAVING JURISDICTION OVER THIS PROJECT. IN THE EVENT OF

ANY DISCREPANCIES BETWEEN AGENCY REQUIREMENTS. THE CONTRACTOR SHALL OBSERVE THE MORE STRINGENT OF REQUIREMENTS.

ALL WORK SHALL COMPLY WITH THE STANDARDS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS (NBFU), INDUSTRIAL RISK

INSURANCE UNDERWRITERS (IRI), FACTORY MUTUAL (FW), OR THE APPLICABLE RATING BUREAU. THE NATIONAL ELECTRIC CODE (NEC),

THE AMERICAN GAS ASSOCIATION (AGA), AND THE AMERICAN SOCIETY OF HEATING AND AIR CONDITIONING ENGINEERS (ASHAE),

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), APPLICABLE STATE AND CITY BUILDING CODES AND THE

REQUIREMENTS OF ALL PUBLIC UTILITY COMPANIES SERVING THE PROJECT SITE.

CONTRACTOR (AND HIS SUBCONTRACTORS) SHALL BE LICENSED BY THE STATE IN WHICH THE PROJECT IS LOCATED AND APPROVED IN

ADVANCE BY THE OWNER.

CONTRACTOR SHALL FILE ALL APPLICATIONS, PAY FOR ALL NECESSARY PERMITS AND SECURE CERTIFICATES OF OCCUPANCY FOR THE

PROJECT.

ALL WORK IS TO BE COORDINATED WITH THE OWNER. THE CONTRACTOR IS TO MEET WITH THE OWNER PRIOR TO STARTING

CONSTRUCTION. THE CONTRACTOR WILL PRESENT THE BUILDING PERMIT AND INSURANCE CERTIFICATES TO THE OWNER PRIOR TO

STARTING CONSTRUCTION.

CHECK WITH THE OWNER FOR COORDINATION OF THE WORK UNDER THIS CONTRACT WITH WORK OF OTHER TRADES. OWNER'S

REGULATIONS GOVERN ALL ASPECTS OF OUTSIDE CONTRACTORS WORKING ON THE PROPERTY.

CONTRACTOR SHALL KEEP THE JOB FREE OF DEBRIS AND MAKE FINAL CLEANUP TO THE SATISFACTION OF THE OWNER. CONTRACTOR

SHALL BE RESPONSIBLE FOR REMOVAL OF ALL CONSTRUCTION DEBRIS FROM PROJECT SITE AND SHALL PROVIDE DUMPSTERS ETC. AS

REQUIRED. REMOVE ALL DEBRIS ON A DAILY BASIS.

CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING BUILDINGS AND OTHER INSTALLATIONS THAT ARE TO

REMAIN INTACT WHILE PERFORMING THE SPECIFIED WORK. PROVIDE AND MAINTAIN FIRE EXTINGUISHERS ON PROJECT SITE DURING

CONSTRUCTION.

UNLESS INDICATED OTHERWISE, ALL MATERIAL FURNISHED AND INCORPORATED INTO THE WORK SHALL BE NEW, UNUSED AND OF

QUALITY STANDARD TO THE INDUSTRY FOR FIRST CLASS WORK OF SIMILAR NATURE AND CHARACTER. INSTALL ALL MATERIALS TO THE

MANUFACTURER'S RECOMMENDATIONS AND BEST STANDARD OF THE TRADES INVOLVED.

CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS IN FIELD PRIOR CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES ON

DRAWINGS.

PROVIDE SLEEVE THROUGH FOUNDATION FOR PENETRATIONS AS REQUIRED. COORDINATE W/ CIVIL ENGINEERING DOCUMENTS.

CONTRACTOR SHALL PROVIDE ANY NECESSARY MEASURES TO PROTECT THE WORKERS AND OTHER PERSONS DURING

CONSTRUCTION.

CONTRACTOR & MEP CONTRACTOR SHALL VERIFY LOCATION OF ROOF MOUNTED EQUIPMENT.

INTERIOR FINISHES SHALL BE CLASS C (SURFACE FLAME SPREAD RATING OF 76-200) MINIMUM IN CONFORMITY WITH GENERALLY

ACCEPTED STANDARDS. CARPETING SHALL BE CLASS 2 WITH A MINIMUM CRITICAL RADIANT FLUX OF .22-WATTS PER SQUARE

CENTIMETER.

ALL GYPSUM BOARD WORK SHALL BE DONE IN ACCORDANCE WITH THE DRYWALL CONSTRUCTION HANDBOOK, LATEST EDITION,

PREPARED BY UNITED STATES GYPSUM. ALL JOINTS AND SEAMS SHALL BE TAPED AND FINISHED IN ACCORDANCE WITH

MANUFACTURER'S INSTALLATION RECOMMENDATIONS

VISIT THE SITE TO VERIFY EXISTING CONDITIONS. EXISTING CONCEALED CONDITIONS AND CONNECTIONS ARE BASED UPON

INFORMATION TAKEN FROM LIMITED FIELD INVESTIGATIONS. CONTRACTOR SHALL MAKE REQUIRED ADJUSTMENTS TO SYSTEM

COMPONENTS AS NECESSITATED BY ACTUAL FIELD CONDITIONS AT NO ADDITIONAL COST TO OWNER OR ARCHITECT. REPORT ANY

DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE ARCHITECT BEFORE CONSTRUCTION

REMOVE EXISTING WALL COMPLETE.

1

KEYED DEMOLITION NOTES

REMOVE EXISTING DOOR AND FRAME COMPLETE.

2

SALVAGE EXISTING CASEWORK COMPLETE. TRANSPORT TO OWNER'S

CENTRAL STORAGE. GC RESPONSIBLE FOR SALVAGE + TRANSPORT.

3

REMOVE EXISTING SINK COMPLETE. CAP PLUMBING AS

REQUIRED.

4

REMOVE EXISTING EQUIPMENT, SALVAGE TO OWNER, CAP OFF

UTILITIES AS REQUIRED.

5

REMOVE EXISTING FLOOR COVERING AND BASE COMPLETE.

6

REMOVE EXISTING CEILING, GRID, AND LIGHTING COMPLETE.

7

KEY:

EXISTING TO BE DEMOLISH

EXISTING TO REMAIN

GENERAL NOTES:

GC TO DELIVER SALVAGED ITEMS TO OWNER'S DESIGNATED

LOCATION

COORDINATE DEMOLITION BETWEEN ALL TRADES

GC TO FIELD VERIFY DIMENSIONS AND EXISTING CONDITIONS

FILL ALL VACATED PARTITION PENETRATIONS WITH

APPROPRIATELY RATED FIRE STOP MATERIAL.

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REVISIONS

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NIVERSITY



ph. 812.878.0315

CERTIFIED BY:

CRMH ARCHITECTURE






Phone: (317) 634-4672

Fax: (317) 638-8725

DOOR TO BE REMOVED, HINGES CHANGED TO SWING OUT,

REINSTALLED.

8

1

2

2

8

3

3

3

3

3

3

3

3

3

4

4

4

5

5

6

7

REMOVE ALL WALL MOUNTED ITEMS COMPLETE. SALVAGE ALL

CHALK BOARDS, TACK BOARDS, AND WHITE BOARDS TO OWNER.

9

9

6

7

9

REMOVE WALL TILE COMPLETE. PREPARE WALL FOR PAINT.10

10

5 5/8"

6" C

MU

5"

2X4 STUDS

TO 4" ABOVE

GRID

5

8

" GREEN BD.

FRP

6 3/4"

2X6 METAL

STUDS

TO DECK

5

8

" GREEN BD.

41'-10 1/2"

23'-9 5/8"

23'-9"

4'-11 1/2"

4'-0"

2'-11 1/8"

2'-0" 2'-0" 5'-6"1'-2 3/8"2'-0"2'-0"3'-11 5/8"2'-0"2'-0"

1'-10"

1'-10"

15'-0 1/2"

4'-8 1/2"

4'-0"

23'-5" 3'-0" 15'-5 1/2"

EXISTING CASEWORK,

REINSTALLED

EXISTING CASEWORK,

REINSTALLED

EXISTING CASEWORK,

REINSTALLED

NEW SINK BASE AND SINK

WITH DISPOSAL, HAND HELD

SPRAYER, AND EYE WASH.

ZERO THRESHOLD

SKELETON STORAGE

CABINET

ZERO THRESHOLD

SKELETON STORAGE

CABINET

ZERO THRESHOLD

SKELETON STORAGE

CABINET

NEW

MOP SINK

BY G.C.EXISTING

A.C. TO REMAIN

EXISTING

MANIFOLD

TO REMAIN

EXISTING

CHALK BOARD

TO REMAIN

EX

IS

TIN

G

EX

IS

TIN

G

EX

IS

TIN

G

FLIP

HINGING

TO SWING

OUT

FLIP

HINGING

TO SWING

OUT

SK

SK

SK

SK

C

L

C

L

5'-5 5/8"

TALL CABINET, POWERED

FOR iPAD STORAGE AND

CHARGING.

EXISTING

T.V. REINSTALLED

PROVIDE INFRASTRUCTURE

COORDINATE W/ USER FOR

PLACEMENT

NEW T.V. BY USER

PROVIDE INFRASTRUCTURE

EX

IS

TIN

G

EXISTING

+ FIXTURES

+ FIXTURES

A200

A200

1

SCALE: 1/4"=1'-0"

HH119 + HH120 FLOOR PLAN

HH

11

9 +

H

H1

20

F

LO

OR

P

LA

N

KEY:

EXISTING TO REMAIN

ALL PLUMBING FIXTURES TO BE LOCATED IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL CODES.

PARTITIONS ARE DIMENSIONED FROM FACE OF MASONRY, UNLESS NOTED OTHERWISE. REFER TO WALL TYPES FOR

PARTITION THICKNESS.

PROVIDE WOOD BLOCKING SUPPORT AT ALL SURFACE MOUNTED ITEMS MOUNTED TO FACE OF DRYWALL.

PROVIDE MISCELLANEOUS METAL SUPPORTS FOR ALL CEILING SUPPORTED ITEMS.

PROVIDE AND INSTALL ALL EMERGENCY LIGHTS AND EXIT LIGHTS, OWNER APPROVED, IN ACCORDANCE WITH

REQUIREMENTS OF THE NFPA STANDARD NO. 101, LIFE SAFETY CODE, LATEST EDITION.

PROVIDE AND INSTALL FIRE EXTINGUISHERS AND OR CABINETS, OWNER APPROVED, AS REQUIRED BY ALL APPLICABLE

CODES

FEC CABINETS TO BE MOUNTED SO THE EXTINGUISHER HANDLE TO BE AT 48" A.F.F.

PROVIDE AND INSTALL PANIC HARDWARE AND ALL RELATED COMPONENTS AT ALL LOCATIONS REQUIRED BY LOCAL, STATE

AND FEDERAL CODES.

FIELD VERIFY ALL DIMENSIONS

COORDINATE WITH ALL TRADES FOR A PROPERLY FUNCTIONING PROJECT

TOOTH IN NEW CMU TO EXISTING CMU AT 90 DEGREE CORNERS. USE ELASTOMERIC SEALANT WHERE NEW CMU MEETS UP

PERPENDICULAR TO EXISTING CMU.

CAULK JUNCTURES BETWEEN DIFFERENT MATERIALS.

ROOM NUMBERS ARE FOR ARCHITECTURAL PRINT PURPOSES ONLY. COORDINATE WITH OWNER FOR FORMAL ROOM

NUMBERS BEFORE PURCHASING SIGNAGE OR LABELING ELECTRICAL PANELS OR INFORMATION TECHNOLOGY.

DOOR NUMBERS CORRESPOND TO ROOM NUMBERS FOR COORDINATION ON ARCHITECTURAL PRINTS.

MOUNT WHITE BOARDS AT 3'-0" A.F.F. UNLESS NOTED OTHERWISE.

ALL POURED EPOXY FLOORING TO RECEIVE POURED EPOXY BASE UP TO 4" A.F.F.

MATCH EXISTING CORRIDOR FINISHES WHERE DISTURBED. THIS INCLUDES SPECIALTY PAINT, VCT FLOORING, AND PAINTED

GWB CEILING.

HARDWARE ALLOWANCE IS FOR PURCHASE OF HARDWARE ONLY. INSTALLATION OF HARDWARE TO BE INCLUDED IN THE

BASE BID. DOORS AND HARDWARE MAY COME FROM TWO DIFFERENT SUPPLIERS.

MATCH EXISTING DOORS AND FRAMES. ANCHOR DOOR FRAMES PER SPECIFICATIONS.

COORDINATE PLACEMENT OF SOAP AND TOWEL DISPENSERS WITH CASEWORK AND WITH THE ROOM USER

FILL ALL NEW WALL AND FLOOR PENETRATIONS WITH APPROPRIATE FIRE STOP MATERIAL

GENERAL NOTES:

NEW WALLS

WALL TYPES:

W1 W2

W#

HH119 ROOM FINISH SCHEDULE:

FLOOR BASE WALLS CEILING NOTES

EPOXY:

STONHARD,

STONBLEND GSI

SELECT FROM

FULL RANGE

EPOXY: 4"

STONHARD,

STONBLEND GSI

SELECT FROM

FULL RANGE

MAB:

SELECT

FROM

FULL

RANGE

MATCH

EXISTING

HH119 ACCESSORY SCHEDULE:

I.D. ITEM DESCRIPTION PROVIDED BY INSTALLED BY

A1

A2

SOAP DISP. OWNER G.C.

PP TOWEL DISP. OWNER G.C.

COORDINATE WITH OWNER


I.D.

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REVISIONS

A17.002 CRMH

CR

HO

LM

STED

T H

ALL TEACH

IN

G AN

D

RESEARCH

LABO

RATO

RY REN

OVATIO

N

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A STATE U

NIVERSITY



ph. 812.878.0315

CERTIFIED BY:

CRMH ARCHITECTURE






Phone: (317) 634-4672

Fax: (317) 638-8725

W2

W1

A1

A2

INCLUDES: ALL CASEWORK, PLUMBING FIXTURES, ELECTRICAL BOXES, DEVICES, AND COVERS THAT ARE TO BE INSTALLED IN

THE CASEWORK. INCLUDES FUME HOODS AND THEIR PLUMBING FIXTURES. GC IS RESPONSIBLE FOR RUNNING THE ALL THE

UTILITIES, INSTALLING THE FIXTURES, AND MAKING FINAL CONNECTIONS ONCE THE CASEWORK IS INSTALLED.

I.T. BOXES, DEVICES, AND COVERS ARE NOT INCLUDED. GC TO PROVIDE AS SCHEDULED.

INSTALLATION OF THE CASEWORK AND FUME HOOD IS TO BE INCLUDED IN THE BASE BID.

GC IS RESPONSIBLE FOR ALL FINAL UTILITY CONNECTIONS AND TERMINATIONS.

COUNTERTOPS AND THEIR INSTALLATION ARE TO BE INCLUDED IN THE BASE BID.

COAT HOOKS, SHELVING, AND THEIR INSTALLATION ARE TO BE INCLUDED IN THE BASE BID.

FUME HOODS COME HARDWIRED. SEE MEP SHEETS FOR CONNECTIONS.

PROVIDE COORDINATION BETWEEN ALL TRADES.

EXPLANATION OF CASEWORK SUPPLIER RESPONSIBILITY:

W3

HH120 ROOM FINISH SCHEDULE:


EXISTING

TO

REMAIN

JOHNSONITE

4" VINYL BASE

MATCH EXISTING

AT NEW WALL

SELECT

FROM

FULL

RANGE

EXISTING TO

REMAIN

W3

ROOM 129

SK

SK

SK

SK

HAND

BY GC

FUME

HOOD

KNEE

SPACE

KNEE

SPACE

KNEE

SPACE

ADA

CASEWORK

CASEWORK

CASEWORK

CASEWORK

CASEWORK

CASEWORK

CASEWORK

VIBRATION

TABLE

ANTI-

EX

IS

TIN

G

129A

COAT HOOKS

27'-6"

23'-10"

5'-0"

4'-0"

4'-0"

4'-0"

4'-0"

2'-10"

11'-4" 4'-2 1/4" 3'-0" 5'-4" 3'-7 3/4"

18'-11 1/2"

3'-0"

1'-10 1/2"

14'-6 3/8"

7'-5 1/2"

10'-2 7/8"

2"

3'-0"

2'-3 7/8"

3'-0"

1'-9"

9'-10 1/2"

11'-3"

10'-4 1/2"

9'-7 5/8"

5'-7 1/4"

3'-7"

2'-6"

1'-6"

6'-2"

10'-1"

4'-11 5/8" 7'-1 1/2"4'-2 3/8"

PROVIDE

EXTENDED

SIDE PANEL

C

L

FEC

EYE WASH

SEE

ALLOWANCE

5 5/8"

6" C

MU

3 5/8"

4" C

MU

A201

A201

1

SCALE: 1/4"=1'-0"

HH129 FLOOR PLAN

HH

12

9 F

LO

OR

P

LA

N

KEY:

EXISTING TO REMAIN

ALL PLUMBING FIXTURES TO BE LOCATED IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL CODES.

PARTITIONS ARE DIMENSIONED FROM FACE OF MASONRY, UNLESS NOTED OTHERWISE. REFER TO WALL TYPES FOR

PARTITION THICKNESS.

PROVIDE WOOD BLOCKING SUPPORT AT ALL SURFACE MOUNTED ITEMS MOUNTED TO FACE OF DRYWALL.

PROVIDE MISCELLANEOUS METAL SUPPORTS FOR ALL CEILING SUPPORTED ITEMS.

PROVIDE AND INSTALL ALL EMERGENCY LIGHTS AND EXIT LIGHTS, OWNER APPROVED, IN ACCORDANCE WITH

REQUIREMENTS OF THE NFPA STANDARD NO. 101, LIFE SAFETY CODE, LATEST EDITION.

PROVIDE AND INSTALL FIRE EXTINGUISHERS AND OR CABINETS, OWNER APPROVED, AS REQUIRED BY ALL APPLICABLE

CODES

FEC CABINETS TO BE MOUNTED SO THE EXTINGUISHER HANDLE TO BE AT 48" A.F.F.

PROVIDE AND INSTALL PANIC HARDWARE AND ALL RELATED COMPONENTS AT ALL LOCATIONS REQUIRED BY LOCAL, STATE

AND FEDERAL CODES.

FIELD VERIFY ALL DIMENSIONS

COORDINATE WITH ALL TRADES FOR A PROPERLY FUNCTIONING PROJECT

TOOTH IN NEW CMU TO EXISTING CMU AT 90 DEGREE CORNERS. USE ELASTOMERIC SEALANT WHERE NEW CMU MEETS UP

PERPENDICULAR TO EXISTING CMU.

CAULK JUNCTURES BETWEEN DIFFERENT MATERIALS.

ROOM NUMBERS ARE FOR ARCHITECTURAL PRINT PURPOSES ONLY. COORDINATE WITH OWNER FOR FORMAL ROOM

NUMBERS BEFORE PURCHASING SIGNAGE OR LABELING ELECTRICAL PANELS OR INFORMATION TECHNOLOGY.

DOOR NUMBERS CORRESPOND TO ROOM NUMBERS FOR COORDINATION ON ARCHITECTURAL PRINTS.

MOUNT WHITE BOARDS AT 3'-0" A.F.F. UNLESS NOTED OTHERWISE.

ALL POURED EPOXY FLOORING TO RECEIVE POURED EPOXY BASE UP TO 4" A.F.F.

MATCH EXISTING CORRIDOR FINISHES WHERE DISTURBED. THIS INCLUDES SPECIALTY PAINT, VCT FLOORING, AND PAINTED

GWB CEILING.

HARDWARE ALLOWANCE IS FOR PURCHASE OF HARDWARE ONLY. INSTALLATION OF HARDWARE TO BE INCLUDED IN THE

BASE BID. DOORS AND HARDWARE MAY COME FROM TWO DIFFERENT SUPPLIERS.

MATCH EXISTING DOORS AND FRAMES. ANCHOR DOOR FRAMES PER SPECIFICATIONS.

COORDINATE PLACEMENT OF SOAP AND TOWEL DISPENSERS WITH CASEWORK AND WITH THE ROOM USER

FILL ALL NEW WALL AND FLOOR PENETRATIONS WITH APPROPRIATE FIRE STOP MATERIAL

GENERAL NOTES:

NEW WALLS

WALL TYPES:

W1 W2

W#

HH129 + HH129A ROOM FINISH SCHEDULE:


ARMSTRONG

EXCELON VCT

SELECT FROM

FULL RANGE

4" JOHNSONITE

VINYL

SELECT FROM

FULL RANGE

MAB:

SELECT

FROM

FULL

RANGE

SUSPENDED

CEILING

GRID

ACOUSTIC TILE

SEE SPECS

HH129 ACCESSORY SCHEDULE:

I.D. ITEM DESCRIPTION PROVIDED BY INSTALLED BY

A1

A2

SOAP DISP. OWNER G.C.

PP TOWEL DISP. OWNER G.C.



I.D.

HH129 DOOR SCHEDULE:

DOOR FRAME

# SIZE MATERIAL ELEVATION MATERIAL FINISH RATING ELEV.

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COPYRIGHT 2017

REVISIONS

A17.002 CRMH

CR

HO

LM

STED

T H

ALL TEACH

IN

G AN

D

RESEARCH

LABO

RATO

RY REN

OVATIO

N

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AU

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, IN

47809

IN

DIAN

A STATE U

NIVERSITY



ph. 812.878.0315

CERTIFIED BY:

CRMH ARCHITECTURE






Phone: (317) 634-4672

Fax: (317) 638-8725

INCLUDES: ALL CASEWORK, PLUMBING FIXTURES, ELECTRICAL BOXES, DEVICES, AND COVERS THAT ARE TO BE INSTALLED IN

THE CASEWORK. INCLUDES FUME HOODS AND THEIR PLUMBING FIXTURES. GC IS RESPONSIBLE FOR RUNNING THE ALL THE

UTILITIES, INSTALLING THE FIXTURES, AND MAKING FINAL CONNECTIONS ONCE THE CASEWORK IS INSTALLED.

I.T. BOXES, DEVICES, AND COVERS ARE NOT INCLUDED. GC TO PROVIDE AS SCHEDULED.

INSTALLATION OF THE CASEWORK AND FUME HOOD IS TO BE INCLUDED IN THE BASE BID.

GC IS RESPONSIBLE FOR ALL FINAL UTILITY CONNECTIONS AND TERMINATIONS.

COUNTERTOPS AND THEIR INSTALLATION ARE TO BE INCLUDED IN THE BASE BID.

COAT HOOKS, SHELVING, AND THEIR INSTALLATION ARE TO BE INCLUDED IN THE BASE BID.

FUME HOODS COME HARDWIRED. SEE MEP SHEETS FOR CONNECTIONS.

PROVIDE COORDINATION BETWEEN ALL TRADES.

EXPLANATION OF CASEWORK SUPPLIER RESPONSIBILITY:

W1

W1

W1

W2

A1 A2

A1 A2

A1 A2

1

A600

3

A600

4

A600

2

A600

5

A600

6

A600

7

A600

7

A600

8

A600

9

A600

MATCH ALL EXISTING FINISHES

AT ROOM 128 WHERE

DISTURBED BY NEW

WALLS

2'x4' LIGHT FIXTURE

2'x2' ACOUSTICAL CEILING TILE - SEE

PROJECT MANUAL FOR ISU'S STANDARD

2'x2' RETURN AIR DUCT

2'x2' SUPPLY AIR DUCT

FUME HOOD SHROUD

0'-0"

CEILING HEIGHT

SEE E-SHEETS

SEE M-SHEETS

SEE M-SHEETS

SEE M-SHEETS

FIRE PROTECTION

OCC. SENSOR

PROJECTOR

ACCESS POINT

EXIT SIGNAGE

RECEPTACLE REEL

119LAB

120LAB

41'-10 1/2"

12'-0"

23'-9"

NEW CEILING GRID AND TILE

TO MATCH EXISTING.

EXISTING TO GRID

AND TILE TO REMAIN

EXISTING TO GRID

AND TILE TO REMAIN

EXISTING EXHAUST

REINSTALLED

EXISTING EXHAUST

REINSTALLED

EXISTING EXHAUST

REINSTALLED

EXISTING EXHAUST

REINSTALLED

EXISTING EXHAUST

TO REMAIN

EXISTING EXHAUST

TO REMAIN

9'-0"

9'-0"

A400

A400

1

SCALE: 1/4"=1'-0"

HH119 + HH120 REFLECTED CEILING PLAN

HH

11

9 +

1

20

R

EF

LE

CT

ED

C

EIL

IN

G P

LA

N

ATTACHED AT

STARTING AND

ONE ADJACENT

RUNNERS AT WALLS

WALL

TYPICAL CEILING BRACING

CLEARANCE AT

OPPOSITE WALLS

(NOT ATTACHED)

2" MAX

MAIN RUNNER

8" MAX

No.12 GAGE SPLY WIRES

VERTICAL ANGLE = 45

8" MAX

3/8" MIN.

2" MAX

45

45

3/8" MIN.

2" MAX

GENERAL SUSPENDED CEILING SYSTEM NOTES:

1. ONLY INTERMEDIATE AND HEAVY-DUTY SYSTEMS MAY BE USED.

2. MAIN RUNNERS AND CROSS RUNNERS OF THE CEILING GRID SYSTEMS AND THEIR SPLICES AND INTERSECTION

CONNECTIONS SHALL SUPPORT NOT LESS THAN 60 lbs. DESIGN LOAD IN TENSION AND COMPRESSION.

ACCEPTABLE TEST RESULTS SHALL SHOW ULTIMATE LOADS AVERAGING NO LESS THAN 120 lbs.

A. SUSPENSION SYSTEM COMPONENTS:

B. SUSPENSION SYSTEM APPLICATION:

1. MAIN RUNNERS AND CROSS RUNNERS SHALL BE ATTACHED TO THE PERIMETER MEMBERS ON TWO (2) ADJACENT WALLS.

A CLEARANCE OF 1/4" SHALL BE MAINTAINED BETWEEN THE MAIN RUNNERS AND CROSS RUNNERS AND THE PERIMETER

MEMBERS ON THE TWO REMAINING WALLS.

2. SUSPENSION WIRES SHALL BE SPACED ALONG EACH MAIN RUNNER IN ACCORDANCE WITH THE LOAD CARRYING

CAPACITY OF THE SYSTEM AND SHALL BE A MINIMUM OF No. 12 GAGE (2.05 mm) SOFT ANNEALED GALVANIZED STEEL

WIRE.

3. EACH VERTICAL WIRE SHALL BE ATTACHED TO THE CEILING SUSPENSION MEMBER WITH A MINIMUM OF THREE (3) TURNS

AND TO THE STRUCTURE ABOVE WITH A CONNECTION CAPABLE OF CARRYING NOT LESS THAN A 100 lb. ALLOWABLE LOAD.

THE POINTS OF HANGER WIRE SUPPORTS SHALL NOT PERMIT DISENGAGEMENT THROUGH VERTICAL LIFTING.

4. SUSPENSION WIRES SHALL NOT HANG MORE THAN ONE IN SIX (1:6) OUT OF PLUMB UNLESS COUNTERSLOPING WIRES ARE

PROVIDED.

5. WIRES SHALL NOT ATTACH TO, OR BEND AROUND, INTERFERING MATERIAL, SUCH AS DUCTS. A TRAPESE OR EQUIVALENT

DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION.

6. AT ALL LOCATIONS, THE TERMINAL ENDS OF EACH CROSS RUNNER SHALL BE SUPPORTED INDEPENDENTLY, A MAXIMUM

OF 8 INCHES FROM EACH WALL WITH No. 12 GAGE (2.05 mm) WIRE.

7. HORIZONTAL RESTRAINT SHALL BE EFFECTED BY FOUR No. 12 GAGE WIRES SECURED TO THE MAIN RUNNER WITHIN 2

INCHES OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER, AT AN ANGLE NOT

EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED

12 FEET ON CENTER IN BOTH DIRECTIONS, WITH THE FIRST POINT WITHIN 4 FEET OF EACH WALL. ATTACHMENT OF THE

RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. (ALTERNATIVE METHODS

FOR PROVIDING HORIZONTAL RESTRAINT WILL BE CONSID- ERED ACCEPTABLE SO LONG AS THEIR PERFORMANCE IS

PROVEN TO BE EQUAL TO OR BETTER THAN THE PRESCRIBED METHOD)

C. LIGHT FIXTURE APPLICATION:

6. LIGHTING FIXTURES WEIGHING 56 lb. OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY

APPROVED HANGERS.

5. LIGHTING FIXTURES WEIGHING LESS THAN 56 lb. SHALL HAVE, IN ADDITION TO THE REQUIREMENTS OUTLINED ABOVE,

TWO (2) No. 12 GAGE HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. THESE WIRES

MAY BE SLACK.

4. RIGID CONDUIT IS NOT RECOMMENDED FOR ATTACHMENT OF FIXTURES.

3. PENDANT HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE USING No. 9 GAGE

(2.91 mm) WIRE WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT.

2. SURFACE MOUNTED LIGHTING FIXTURES SHALL BE ATTACHED TO THE CEILING SYSTEM WITH POSITIVE CLAMPING

DEVICES THAT COMPLETELY SURROUND THE SUPPORTING MEMBERS. SAFETY WIRES SHALL BE ATTACHED BETWEEN

THE CLAMPING DEVICE AND THE ADJACENT CEILING HANGER OR TO THE STRUCTURE ABOVE. IN NO CASE SHALL THE

APPLIED FIXTURE LOAD EXCEED THE DESIGN CARRYING CAPACITY OF THE SUPPORTING MEMBER.

1. ALL RECESSED LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM BY

MECHANICAL MEANS AS SPECIFIED IN THE NATIONAL ELECTRICAL CODE, UNLESS INDEPENDENTLY SUPPORTED. THE

ATTACHMENT DEVICE, A MINIMUM OF TWO (2) PER FIXTURE, SHALL HAVE A CAPACITY OF 100% OF THE LIGHTING FIXTURE

WEIGHT ACTING IN ANY DIRECTION.

D. SERVICES WITHIN THE CEILING:

2. CEILING MOUNTED AIR TERMINALS, OR SERVICES WEIGHING LESS THAN 20 lb. SHALL BE POSITIVELY ATTACHED TO THE

SUSPENSION SYSTEM UNLESS DEFLECTION MINIMUMS ARE EXCEEDED.

1. THE SUSPENDED CEILING SHALL NOT BE USED TO SUPPORT DUCTWORK, PLUMBING, ETC. THESE ITEMS SHOULD BE

ATTACHED TO THE STRUCTURE ABOVE EXCEPT WHEN SUCH UNITS WERE SPECIALLY DESIGNED FOR THIS APPLICATION,

AS IN THE CASE OF INTEGRATED CEILING SYSTEMS.

E. PARTITION APPLICATION TO SUSPENDED CEILINGS:

1. WHERE NON-BEARING PARTITIONS ARE ATTACHED TO CEILING SUSPENSION SYSTEMS, THE LATERAL FORCE REACTION

TRANSMITTED MUST FALL WITHIN THE DESIGN LIMITATION OF THE SUSPENSION SYSTEM OR SUPPLEMENTARY BRACING

MUST BE PROVIDED.

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REVISIONS

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RESEARCH

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47809

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A STATE U

NIVERSITY



ph. 812.878.0315

CERTIFIED BY:

CRMH ARCHITECTURE






Phone: (317) 634-4672

Fax: (317) 638-8725

2'x4' LIGHT FIXTURE

2'x2' ACOUSTICAL CEILING TILE - SEE

PROJECT MANUAL FOR ISU'S STANDARD

2'x2' RETURN AIR DUCT

2'x2' SUPPLY AIR DUCT

FUME HOOD SHROUD

0'-0"

CEILING HEIGHT

TAPE/BED/PAINT

5/8" GREEN BOARD-

SEE E-SHEETS

SEE M-SHEETS

SEE M-SHEETS

SEE M-SHEETS

MATCH EXISTING BULKHEADS

IN CORRIDOR - SEE 2/A213-3

FIRE PROTECTION

OCC. SENSOR

PROJECTOR

ACCESS POINT

EXIT SIGNAGE

9'-0"

9'-0"

27'-6"

23'-10"

11'-3"

10'-2 1/2"

A401

A401

1

SCALE: 1/4"=1'-0"

HH129 REFLECTED CEILING PLAN

HH

12

9 R

EF

LE

CT

ED

C

EIL

IN

G P

LA

N

ATTACHED AT

STARTING AND

ONE ADJACENT

RUNNERS AT WALLS

WALL

TYPICAL CEILING BRACING

CLEARANCE AT

OPPOSITE WALLS

(NOT ATTACHED)

2" MAX

MAIN RUNNER

8" MAX

No.12 GAGE SPLY WIRES

VERTICAL ANGLE = 45

8" MAX

3/8" MIN.

2" MAX

45

45

3/8" MIN.

2" MAX

GENERAL SUSPENDED CEILING SYSTEM NOTES:

1. ONLY INTERMEDIATE AND HEAVY-DUTY SYSTEMS MAY BE USED.

2. MAIN RUNNERS AND CROSS RUNNERS OF THE CEILING GRID SYSTEMS AND THEIR SPLICES AND INTERSECTION

CONNECTIONS SHALL SUPPORT NOT LESS THAN 60 lbs. DESIGN LOAD IN TENSION AND COMPRESSION.

ACCEPTABLE TEST RESULTS SHALL SHOW ULTIMATE LOADS AVERAGING NO LESS THAN 120 lbs.

A. SUSPENSION SYSTEM COMPONENTS:

B. SUSPENSION SYSTEM APPLICATION:

1. MAIN RUNNERS AND CROSS RUNNERS SHALL BE ATTACHED TO THE PERIMETER MEMBERS ON TWO (2) ADJACENT WALLS.

A CLEARANCE OF 1/4" SHALL BE MAINTAINED BETWEEN THE MAIN RUNNERS AND CROSS RUNNERS AND THE PERIMETER

MEMBERS ON THE TWO REMAINING WALLS.

2. SUSPENSION WIRES SHALL BE SPACED ALONG EACH MAIN RUNNER IN ACCORDANCE WITH THE LOAD CARRYING

CAPACITY OF THE SYSTEM AND SHALL BE A MINIMUM OF No. 12 GAGE (2.05 mm) SOFT ANNEALED GALVANIZED STEEL

WIRE.

3. EACH VERTICAL WIRE SHALL BE ATTACHED TO THE CEILING SUSPENSION MEMBER WITH A MINIMUM OF THREE (3) TURNS

AND TO THE STRUCTURE ABOVE WITH A CONNECTION CAPABLE OF CARRYING NOT LESS THAN A 100 lb. ALLOWABLE LOAD.

THE POINTS OF HANGER WIRE SUPPORTS SHALL NOT PERMIT DISENGAGEMENT THROUGH VERTICAL LIFTING.

4. SUSPENSION WIRES SHALL NOT HANG MORE THAN ONE IN SIX (1:6) OUT OF PLUMB UNLESS COUNTERSLOPING WIRES ARE

PROVIDED.

5. WIRES SHALL NOT ATTACH TO, OR BEND AROUND, INTERFERING MATERIAL, SUCH AS DUCTS. A TRAPESE OR EQUIVALENT

DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION.

6. AT ALL LOCATIONS, THE TERMINAL ENDS OF EACH CROSS RUNNER SHALL BE SUPPORTED INDEPENDENTLY, A MAXIMUM

OF 8 INCHES FROM EACH WALL WITH No. 12 GAGE (2.05 mm) WIRE.

7. HORIZONTAL RESTRAINT SHALL BE EFFECTED BY FOUR No. 12 GAGE WIRES SECURED TO THE MAIN RUNNER WITHIN 2

INCHES OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER, AT AN ANGLE NOT

EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED

12 FEET ON CENTER IN BOTH DIRECTIONS, WITH THE FIRST POINT WITHIN 4 FEET OF EACH WALL. ATTACHMENT OF THE

RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. (ALTERNATIVE METHODS

FOR PROVIDING HORIZONTAL RESTRAINT WILL BE CONSID- ERED ACCEPTABLE SO LONG AS THEIR PERFORMANCE IS

PROVEN TO BE EQUAL TO OR BETTER THAN THE PRESCRIBED METHOD)

C. LIGHT FIXTURE APPLICATION:

6. LIGHTING FIXTURES WEIGHING 56 lb. OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY

APPROVED HANGERS.

5. LIGHTING FIXTURES WEIGHING LESS THAN 56 lb. SHALL HAVE, IN ADDITION TO THE REQUIREMENTS OUTLINED ABOVE,

TWO (2) No. 12 GAGE HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. THESE WIRES

MAY BE SLACK.

4. RIGID CONDUIT IS NOT RECOMMENDED FOR ATTACHMENT OF FIXTURES.

3. PENDANT HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE USING No. 9 GAGE

(2.91 mm) WIRE WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT.

2. SURFACE MOUNTED LIGHTING FIXTURES SHALL BE ATTACHED TO THE CEILING SYSTEM WITH POSITIVE CLAMPING

DEVICES THAT COMPLETELY SURROUND THE SUPPORTING MEMBERS. SAFETY WIRES SHALL BE ATTACHED BETWEEN

THE CLAMPING DEVICE AND THE ADJACENT CEILING HANGER OR TO THE STRUCTURE ABOVE. IN NO CASE SHALL THE

APPLIED FIXTURE LOAD EXCEED THE DESIGN CARRYING CAPACITY OF THE SUPPORTING MEMBER.

1. ALL RECESSED LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM BY

MECHANICAL MEANS AS SPECIFIED IN THE NATIONAL ELECTRICAL CODE, UNLESS INDEPENDENTLY SUPPORTED. THE

ATTACHMENT DEVICE, A MINIMUM OF TWO (2) PER FIXTURE, SHALL HAVE A CAPACITY OF 100% OF THE LIGHTING FIXTURE

WEIGHT ACTING IN ANY DIRECTION.

D. SERVICES WITHIN THE CEILING:

2. CEILING MOUNTED AIR TERMINALS, OR SERVICES WEIGHING LESS THAN 20 lb. SHALL BE POSITIVELY ATTACHED TO THE

SUSPENSION SYSTEM UNLESS DEFLECTION MINIMUMS ARE EXCEEDED.

1. THE SUSPENDED CEILING SHALL NOT BE USED TO SUPPORT DUCTWORK, PLUMBING, ETC. THESE ITEMS SHOULD BE

ATTACHED TO THE STRUCTURE ABOVE EXCEPT WHEN SUCH UNITS WERE SPECIALLY DESIGNED FOR THIS APPLICATION,

AS IN THE CASE OF INTEGRATED CEILING SYSTEMS.

E. PARTITION APPLICATION TO SUSPENDED CEILINGS:

1. WHERE NON-BEARING PARTITIONS ARE ATTACHED TO CEILING SUSPENSION SYSTEMS, THE LATERAL FORCE REACTION

TRANSMITTED MUST FALL WITHIN THE DESIGN LIMITATION OF THE SUSPENSION SYSTEM OR SUPPLEMENTARY BRACING

MUST BE PROVIDED.

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REVISIONS

A17.002 CRMH

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G AN

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RESEARCH

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47809

IN

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A STATE U

NIVERSITY



ph. 812.878.0315

CERTIFIED BY:

CRMH ARCHITECTURE






Phone: (317) 634-4672

Fax: (317) 638-8725

6'-1

0"

7'-0

"2

'-0

"

9'-0

"

2'-8

"

3'-0

"1

'-6

"2

'-6

"

KNEE SPACE

BACK SPLASH

RACEWAY- SEE E-SHEETS

BACK SPLASH

HAND SK

BY GC

VINYL WALL BASE

PAINT

129A

9'-0

"

6'-1

0"

3'-0

"1

'-6

"2

'-7

1

/2

"


BACK SPLASH

CO

LU

MN

VINYL WALL BASE

PAINT

ADJUSTABLE REAGENT SHELVING

EXISTING

PAINT

VINYL WALL BASE

7'-0

"2

'-0

"

9'-0

"

3'-0

"1

'-6

"2

'-6

"

2'-8

"

KNEE SPACE- ANGLE SUPPORTS AS REQUIRED



FUME HOOD

INCLUDE: TWO DUPLEX

OUTLETS, RO WATER,

+ COLD WATER

FLAMMABLE

STORAGE

CO

LU

MN

BACK SPLASH

BACK SPLASH

BACK SPLASH

ACID STORAGE

PAINT

VINYL WALL BASE

7'-0

"2

'-0

"

9'-0

"

3'-0

"1

'-6

"2

'-6

"


OPEN FOR

GARBAGE

DRY RACK

SINK

7'-0

"

EXISTING OPENING

BACK SPLASH

DRY RACK

SINK

EYE WASH

OPEN

OPEN

9'-0

"

7'-0

"

3'-0

"1

'-6

"2

'-6

"

DRY RACK

SINK

EYE WASH

OPEN OPEN

9'-0

"

7'-0

"

3'-0

"1

'-6

"2

'-6

"

KNEE SPACE

KNEE SPACE

9'-0

"

3'-0

"6

'-0

"

PAINT

VINYL WALL BASE



DRY RACK

SINK

KNEE SPACE KNEE SPACE

BACK SPLASH

9'-0

"

3'-0

"

PAINT

VINYL WALL BASE


KNEE SPACE

CO

LU

MN

9'-0

"

3'-0

"

A600

A600

1

SCALE: 1/2"=1'-0"

HH129 NORTH ELEVATION

HH

12

9 E

LE

VA

TIO

NS

MH

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SCOPE DOCUMENT




















AS

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04.19.17










PROJECT.

COPYRIGHT 2017

REVISIONS

A17.002 CRMH

CR

HO

LM

STED

T H

ALL TEACH

IN

G AN

D

RESEARCH

LABO

RATO

RY REN

OVATIO

N

SH

EE

T D

ES

CR

IP

TIO

N:

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620 C

HE

ST

NU

T W

ALK

, T

ER

RE

H

AU

TE

, IN

47809

IN

DIAN

A STATE U

NIVERSITY



ph. 812.878.0315

CERTIFIED BY:

CRMH ARCHITECTURE






Phone: (317) 634-4672

Fax: (317) 638-8725

A600

2

SCALE: 1/2"=1'-0"

HH129 WEST ELEVATION

A600

3

SCALE: 1/2"=1'-0"

HH129 SOUTH ELEVATION

A600

4

SCALE: 1/2"=1'-0"

HH129 SOUTH ELEVATION

A600

5

SCALE: 1/2"=1'-0"

HH129 ISLAND ELEVATION

A600

6

SCALE: 1/2"=1'-0"


A600

7

SCALE: 1/2"=1'-0"


A600

8

SCALE: 1/2"=1'-0"

HH129A EAST ELEVATION

A600

9

SCALE: 1/2"=1'-0"

HH129A WEST ELEVATION

model - evan & ryan contractors | · pdf filea400 hh119 + hh120 reflected ceiling plan...

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