Model - Evan & Ryan Contractors | · PDF filea400 hh119 + hh120 reflected ceiling plan a401...
Transcript of Model - Evan & Ryan Contractors | · PDF filea400 hh119 + hh120 reflected ceiling plan a401...
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A100
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
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
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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SHEET NO.
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SCOPE DOCUMENT
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.
AS
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04.19.17
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
A17.002 CRMH
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47809
IN
DIAN
A STATE U
NIVERSITY
19 South 6th Street, Suite 306
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
1
SCALE: 1/4"=1'-0"
HH119 + HH120 DEMOLITION PLAN
HH
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20
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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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CH
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DR
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SHEET NO.
JOB NO.
SCOPE DOCUMENT
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.
AS
N
OT
ED
04.19.17
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
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:
-
620 C
HE
ST
NU
T W
ALK
, T
ER
RE
H
AU
TE
, IN
47809
IN
DIAN
A STATE U
NIVERSITY
19 South 6th Street, Suite 306
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
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
SCALE: 1/4"=1'-0"
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.
MH
/ C
R
PL
OT
S
CA
LE
:
DA
TE
:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
SHEET NO.
JOB NO.
SCOPE DOCUMENT
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.
AS
N
OT
ED
04.19.17
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
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:
-
620 C
HE
ST
NU
T W
ALK
, T
ER
RE
H
AU
TE
, IN
47809
IN
DIAN
A STATE U
NIVERSITY
19 South 6th Street, Suite 306
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
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
COORDINATE WITH OWNER
I.D.
MH
/ C
R
PL
OT
S
CA
LE
:
DA
TE
:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
SHEET NO.
JOB NO.
SCOPE DOCUMENT
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.
AS
N
OT
ED
04.19.17
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
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:
-
620 C
HE
ST
NU
T W
ALK
, T
ER
RE
H
AU
TE
, IN
47809
IN
DIAN
A STATE U
NIVERSITY
19 South 6th Street, Suite 306
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
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:
FLOOR BASE WALLS CEILING NOTES
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:
FLOOR BASE WALLS CEILING NOTES
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.
COORDINATE WITH OWNER
COORDINATE WITH OWNER
I.D.
HH129 DOOR SCHEDULE:
DOOR FRAME
# SIZE MATERIAL ELEVATION MATERIAL FINISH RATING ELEV.
MH
/ C
R
PL
OT
S
CA
LE
:
DA
TE
:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
SHEET NO.
JOB NO.
SCOPE DOCUMENT
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.
AS
N
OT
ED
04.19.17
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
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:
-
620 C
HE
ST
NU
T W
ALK
, T
ER
RE
H
AU
TE
, IN
47809
IN
DIAN
A STATE U
NIVERSITY
19 South 6th Street, Suite 306
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
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.
RCP KEY:
MH
/ C
R
PL
OT
S
CA
LE
:
DA
TE
:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
SHEET NO.
JOB NO.
SCOPE DOCUMENT
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.
AS
N
OT
ED
04.19.17
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
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:
-
620 C
HE
ST
NU
T W
ALK
, T
ER
RE
H
AU
TE
, IN
47809
IN
DIAN
A STATE U
NIVERSITY
19 South 6th Street, Suite 306
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
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.
RCP KEY:
MH
/ C
R
PL
OT
S
CA
LE
:
DA
TE
:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
SHEET NO.
JOB NO.
SCOPE DOCUMENT
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.
AS
N
OT
ED
04.19.17
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
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:
-
620 C
HE
ST
NU
T W
ALK
, T
ER
RE
H
AU
TE
, IN
47809
IN
DIAN
A STATE U
NIVERSITY
19 South 6th Street, Suite 306
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
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
"
RACEWAY- SEE E-SHEETS
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
RACEWAY- SEE E-SHEETS
ADJUSTABLE REAGENT SHELVING
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
"
RACEWAY- SEE E-SHEETS
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
ADJUSTABLE REAGENT SHELVING
RACEWAY- SEE E-SHEETS
DRY RACK
SINK
KNEE SPACE KNEE SPACE
BACK SPLASH
9'-0
"
3'-0
"
PAINT
VINYL WALL BASE
RACEWAY- SEE E-SHEETS
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
/ C
R
PL
OT
S
CA
LE
:
DA
TE
:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
SHEET NO.
JOB NO.
SCOPE DOCUMENT
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.
AS
N
OT
ED
04.19.17
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
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:
-
620 C
HE
ST
NU
T W
ALK
, T
ER
RE
H
AU
TE
, IN
47809
IN
DIAN
A STATE U
NIVERSITY
19 South 6th Street, Suite 306
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
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"
HH129 ISLAND ELEVATION
A600
7
SCALE: 1/2"=1'-0"
HH129 ISLAND ELEVATION
A600
8
SCALE: 1/2"=1'-0"
HH129A EAST ELEVATION
A600
9
SCALE: 1/2"=1'-0"
HH129A WEST ELEVATION