36C25619R0073-005.pdf

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6565 West Loop South, Suite 560, Bellaire, TX 77401

713.432.1422 - Fax 713.432.1253 www.garnerfritsche.com th re e i n c h e s o n e f o o t o n e a n d o n e -h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -e ig h ts i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t o n e -e ig h t in c h o n e f o o t

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DrawnChecked

Dwg. of Date:

CONSULTANTS: ARCHITECT/ENGINEERS:

VA FORM 08-6231

Atriax, pllc 102 3rd Avenue, NE PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com NC Engineering License No.: P-0214 NC Architectural License No.: 51254

Drawing Title

Approved: Project Director

Project Title

Location

Date

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1 2 3 4 5 6 7 8 9

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B100

Project Number

Office of

Construction and Facilities

Management

V eterans Affairs P alo Alto Heal th Ca re Sy stem

S cale: 1 "= 20'-0"S cale: 1-1 /2"= 1'-0"S cale: 1"= 1'-0"S cale: 3/ 32"= 1'-0"S cale: 1/ 16"= 1'-0"S cale: 3/ 16"= 1'-0"S cale: 3/ 4"= 1'-0"S cale: 3/ 8"= 1'-0"S cale: 1/ 2"= 1'-0"S cale: 1/ 4"= 1'-0"

AV P AHC SV eterans Affairs P alo Alto Heal th Ca re Sy stem

D ESIGN DEVE LO PM ENT - NO T FO R CO NSTRUCTIO NF ULLY SPR INKL ERED

T exas Reg. No.G FE Project No.F-571213060

Issued for Bidding & Construction 06/08/18 212AuthorChecker06/08/18

GI-001

COVER SHEET CONSTRUCT SPINAL CORD

INJURY BED EXPANSION

2002 HOLCOMBE BLVD, HOUSTON, TX 77030

#580 - 320

N

SHEET INDEX

GENERAL PROJECT NOTESFLOOR PLAN ISOMETRIC

MICHAEL E. DEBAKEY VA MEDICAL CENTER

LOCATION MAPSITE LOCATION

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IN

H A

R D

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HOLCOMBE

SITE

MICHAEL E. DEBAKEY VA MEDICAL CENTER

PROJECT

CONSTRUCT SPINAL CORD INJURY BED EXPANSION

2002 HOLCOMBE BLVD, HOUSTON, TX 77030

#580 - 320

SHEET INDEX

SHEET

# SHEET NAME

CURRENT

REVISION

PLUMBING

PL-000 PLUMBING INFORMATION SHEET

PL-001 PLUMBING SCHEDULES

PD-101 PLUMBING DEMO PLAN - BASEMENT UNDERFLOOR - AREA 1B

PD-102 PLUMBING DEMO PLAN - BASEMENT TUNNEL - AREA 1B

PD-103 PLUMBING & MED GAS DEMO PLAN - FIRST FLOOR - AREA 1B

PD-104 PLUMBING DEMO PLAN - FIRST FLOOR INTERSTITIAL - AREA

1B

PD-105 MED GAS DEMO PLAN - FIRST FLOOR INTERSTITIAL - AREA 1B

PD-106 PLUMBING DEMO PLAN - BASEMENT - ADDITION

PD-107 PLUMBING DEMO PLAN - ADDITION

PD-108 PLUMBING DEMO PLAN - BASEMENT UNDEFLOOR - AREA 1A

PD-109 PLUMBING DEMO PLAN - BASEMENT TUNNEL - AREA 1A

PD-110 PLUMBING & MED GAS DEMO PLAN - FIRST FLOOR - AREA 1A

PD-111 PLUMBING DEMO PLAN - FIRST FLOOR INTERSTITIAL - AREA

1A

PD-112 MED GAS DEMO PLAN - FIRST FLOOR INTERSTITIAL - AREA 1A

PL-101 PLUMBING PLAN - BASEMENT UNDERFLOOR - AREA 1B

PL-102 PLUMBING PLAN - BASEMENT TUNNEL - AREA 1B

PL-103 PLUMBING & MED GAS & FIRE PROTECTION PLAN - FIRST

FLOOR - AREA 1B

PL-104 PLUMBING PLAN - FIRST FLOOR INTERSTITIAL - AREA 1B

PL-105 MED GAS PLAN - FIRST FLOOR INTERSTITIAL - AREA 1B

PL-106 PLUMBING PLAN - BASEMENT - ADDITION

PL-107 PLUMBING PLAN - FIRST FLOOR - ADDITION

PL-108 MED GAS & FIRE PROTECTION PLAN - FIRST FLOOR -

ADDITION

PL-109 PLUMBING ROOF PLAN - ADDITION

PL-110 PLUMBING PLAN - BASEMENTUNDERFLOOR -AREA 1A

PL-111 PLUMBING PLAN - BASEMENT TUNNEL - AREA 1A

PL-112 PLUMBING & MED GAS & FIRE PROTECTION PLAN - FIRST

FLOOR - AREA 1A

PL-113 PLUMBING PLAN - FIRST FLOOR INTERSTITIAL - AREA 1A

PL-114 MED GAS PLAN - FIRST FLOOR INTERSTITIAL - AREA 1A

PL-201 DETAILS – PLUMBING

PL-301 RISERS - PLUMBING

TELECOMMUNICATIONS

TS-000 TECHNOLOGY - INFORMATION SHEET

TD-101 TECHNOLOGY DEMO PLAN - FIRST FLOOR - AREA 1B

TD-102 TECHNOLOGY DEMO PLAN - FIRST FLOOR - ADDITION

TD-103 TECHNOLOGY DEMO PLAN - FIRST FLOOR - AREA 1A

TS-101 TECHNOLOGY PLAN - FIRST FLOOR - AREA 1B

TS-102 TECHNOLOGY PLAN - FIRST FLOOR - ADDITION

TS-103 TECHNOLOGY PLAN - FIRST FLOOR - AREA 1A

TS-200 TECHNOLOGY - DETAIL SHEET

SHEET INDEX

SHEET

# SHEET NAME

CURRENT

REVISION

AE-412 ENLARGED REFLECTED CEILING PLANS

AE-413 ENLARGED REFLECTED CEILING PLANS

AE-414 ENLARGED REFLECTED CEILING PLANS

AE-415 ENLARGED REFLECTED CEILING PLANS

AE-431 ENLARGED EQUIPMENT PLANS

AE-432 ENLARGED EQUIPMENT PLANS

AE-501 PLAN DETAILS

AE-502 PLAN DETAILS

AE-503 PLAN DETAILS

AE-511 EXTERIOR AND ROOF DETAILS

AE-512 EXTERIOR AND ROOF DETAILS

AE-521 INTERIOR DETAILS

AE-541 DOOR, WINDOW AND LOUVER DETAILS

AE-542 DOOR, WINDOW AND LOUVER DETAILS

AE-561 MISCELLANEOUS DETAILS

AE-562 MISCELLANEOUS DETAILS

AE-563 MISCELLANEOUS DETAILS

AE-564 MISCELLANEOUS DETAILS

AE-565 MISCELLANEOUS DETAILS

AE-566 MISCELLANEOUS DETAILS

AE-571 MILLWORK DETAILS

AE-572 MILLWORK DETAILS

AE-573 MILLWORK DETAILS

AE-602 PARTITION TYPES

AE-611 DOOR AND WINDOW SCHEDULES

AE-621 FINISH SCHEDULE

AE-631 ACCESSORY SCHEDULE

AE-632 ACCESSORY SCHEDULE

AE-633 ACCESSORY SCHEDULE

INTERIOR

IN-101 FINISH FLOOR PLAN - FIRST FLOOR - AREA 1B

IN-102 FINISH FLOOR PLAN - FIRST FLOOR - ADDITION

IN-103 FINISH FLOOR PLAN - FIRST FLOOR - AREA 1A

IN-111 WALL PROTECTION PLAN - FIRST FLOOR - AREA 1B

IN-112 WALL PROTECTION PLAN - FIRST FLOOR - ADDITION

IN-113 WALL PROTECTION PLAN - FIRST FLOOR - AREA 1A

IN-121 INTERIOR SIGNAGE PLAN - FIRST FLOOR - AREA 1B

IN-122 INTERIOR SIGNAGE PLAN - FIRST FLOOR - ADDITION

IN-123 INTERIOR SIGNAGE PLAN - FIRST FLOOR - AREA 1A

MECHANICAL

MH-000 MECHANICAL - INFORMATION SHEET

MH-001 MECHANICAL - SCHEDULES

MH-002 MECHANICAL - SCHEDULES

MD-101 MECHANICAL DEMO PLAN - FIRST FLOOR - AREA 1B

MD-102 MECHANICAL DEMO PLAN - FIRST FLOOR INTERSTITIAL - AREA

1B

MD-103 MECHANICAL DEMO PLAN - FIRST FLOOR - AREA 1A

MD-104 MECHANICAL DEMO PLAN - FIRST FLOOR INTERSTITIAL - AREA

1A

MD-105 MECHANICAL DEMO PIPING PLAN - FIRST FLOOR

INTERSTITIAL - AREA 1B

MD-106 MECHANICAL DEMO PIPING PLAN - FIRST FLOOR

INTERSTITIAL - AREA 1A

MH-101 MECHANICAL PLAN - FIRST FLOOR - AREA 1B

MH-102 MECHANICAL PLAN - FIRST FLOOR INTERSTITIAL - AREA 1B

MH-103 MECHANICAL PLAN - FIRST FLOOR - AREA 1A

MH-104 MECHANICAL PLAN - FIRST FLOOR INTERSTITIAL - AREA 1A

MH-105 MECHANICAL PLAN - FIRST FLOOR - ADDITION

MH-201 MECHANICAL PIPING PLAN - FIRST FLOOR INTERSTITIAL -

AREA 1B

MH-202 MECHANICAL PIPING PLAN - FIRST FLOOR INTERSTITIAL -

AREA 1A

MH-203 MECHANICAL PIPING PLAN - FIRST FLOOR - ADDITION

MH-301 MECHANICAL ENLARGED PLAN - FIRST FLOOR - AREA 1B

MH-302 MECHANICAL ENLARGED PLAN - FIRST FLOOR - AREA 1A

MH-303 MECHANICAL ENLARGED PLAN - FIRST FLOOR - ADDITION

MH-304 MECHANICAL ENLARGED PLAN - SIXTH FLOOR - AREA 6B

MH-401 MECHANICAL PHASING PLAN - AREA 1B - PHASE 1A - 1 AND 2

MH-402 MECHANICAL PHASING PLAN - AREA 1B - PHASE 1A - 3

MH-403 MECHANICAL PHASING PLAN - AREA 1B - PHASE 1A - 4

MH-404 MECHANICAL PHASING PLAN - AREA 1A - PHASE 2 - 1 AND 2

MH-405 MECHANICAL PHASING PLAN - AREA 1A - PHASE 2 - 3

MH-406 MECHANICAL PHASING PLAN - AREA 1A - PHASE 2 - 4

MH-501 MECHANICAL DETAILS

MH-502 MECHANICAL DETAILS

MH-503 MECHANICAL DETAILS

MH-601 MECHANICAL CONTROLS - SEQUENCE OF OPERATIONS

MH-602 MECHANICAL CONTROLS - SEQUENCE OF OPERATIONS

ELECTRICAL

ES-000 ELECTRICAL - INFORMATION SHEET

ES-001 ELECTRICAL - ONE-LINE RISER DIAGRAM

ES-002 ELECTRICAL - PANEL SCHEDULES

ES-003 ELECTRICAL - PANEL SCHEDULES

ES-004 ELECTRICAL - PANEL SCHEDULES

ED-101 ELECTRICAL DEMOTLITION PLAN - FIRST FLOOR - AREA 1B

ED-102 ELECTRICAL DEMOLITION PLAN - FIRST FLOOR - ADDITION

ED-103 ELECTRICAL DEMOLITION PLAN - FIRST FLOOR - AREA 1A

ES-101 LIGHTING PLAN - FIRST FLOOR - AREA 1B

ES-102 LIGHTING PLAN - FIRST FLOOR - ADDITION

ES-103 LIGHTING PLAN - FIRST FLOOR - AREA 1A

ES-201 POWER PLAN - FIRST FLOOR - AREA 1B

ES-202 POWER PLAN - FIRST FLOOR - ADDITION

ES-203 POWER PLAN - FIRST FLOOR - AREA 1A

ES-301 EQUIPMENT POWER PLAN - FIRST FLOOR - AREA 1B

ES-302 EQUIPMENT POWER PLAN - FIRST FLOOR - ADDITION

ES-303 EQUIPMENT POWER PLAN - FIRST FLOOR - AREA 1A

ES-401 DETAILS - ELECTRICAL

SHEET INDEX

SHEET

# SHEET NAME

CURRENT

REVISION

GENERAL

GI-001 COVER SHEET

GI-011 LIFE SAFETY PLAN

GI-021 ACCESSIBLITY & MOUNTING HEIGHTS

GI-031 UL ASSEMBLIES

GI-032 UL ASSEMBLIES

GI-033 UL ASSEMBLIES

GI-034 UL ASSEMBLIES

GI-035 UL ASSEMBLIES

GI-111 SPACE PROGRAM REQUIREMENTS

GI-121 FIRST FLOOR - CONSTRUCTION PHASING PLAN

GI-122 FIRST FLOOR - CONSTRUCTION PHASING PLAN

GI-123 FIRST FLOOR - CONSTRUCTION PHASING PLAN

GI-124 FIRST FLOOR - CONSTRUCTION PHASING PLAN

GI-125 FIRST FLOOR - CONSTRUCTION PHASING PLAN

GI-130 DESIGN ALTERNATES - ARCHITECTURE

GI-140 DESIGN ALTERNATES - MECHANICAL

GI-141 MECHANICAL DEMO PLAN - BID DEDUCT 1 AND 2

GI-142 MECHANICAL DEMO PLAN -BID DEDUCT 1 AND 2 -

INTERSTITIAL

GI-143 MECHANICAL DEMO PIPING PLAN - BID DEDUCT 1 AND 2 -

INTERSTITIAL

GI-144 MECHANICAL PLAN - FIRST FLOOR - BID DEDUCT 1 AND 2

GI-145 MECHANICAL PLAN - FIRST FLOOR INTERSTITIAL - BID

DEDUCT 1 AND 2

GI-146 MECHANICAL PIPING PLAN - FIRST FLOOR INTERSTITIAL - BID

DEDUCT 1 AND 2

GI-147 MECHANICAL DEMO PLAN - BID DEDUCT 3

GI-148 MECHANICAL DEMO PLAN - BID DEDUCT 3 - INTERSTITIAL

GI-149 MECHANICAL DEMO PIPING PLAN - BID DEDUCT 3 -

INTERSTITIAL

GI-150 MECHANICAL PLAN - FIRST FLOOR - BID DEDUCT 3

GI-151 MECHANICAL PLAN - FIRST FLOOR INTERSTITIAL - BID

DEDUCT 3

GI-152 MECHANICAL PIPING PLAN - FIRST FLOOR INTERSTITIAL - BID

DEDUCT 3

GI-160 DESIGN ALTERNATES - ELECTRICAL

GI-170 DESIGN ALTERNATES - PLUMBING

GI-180 DESIGN ALTERNATES - TECHNOLOGY

GI-201 AS BUILT INFORMATION - PLANS

GI-202 AS BUILT INFORMATION - PLANS

GI-211 AS BUILT INFORMATION - DETAILS

GI-212 AS BUILT INFORMATION - DETAILS

STRUCTURAL

S-001 GENERAL NOTES

S-201 ADDITIONAL FRAMING PLAN

S-301 CONCRETE DETAILS

S-401 FRAMING DETAILS

S-402 ROOF FRAMING DETAILS

ARCHITECTURAL DEMOLITION

AD-100 DEMOLITION PLAN - FIRST FLOOR - OVERALL

AD-101 DEMOLITION PLAN - FIRST FLOOR - AREA 1B

AD-102 DEMOLITION PLAN - FUTURE ADDITION AREA

AD-103 DEMOLITION PLAN - FIRST FLOOR - AREA 1A

AD-110 DEMOLITION REFLECTED CEILING PLAN - FIRST FLOOR -

OVERALL

AD-111 DEMOLITION REFLECTED CEILING PLAN - FIRST FLOOR - AREA

1B

AD-112 DEMOLITION REFLECTED CEILING PLAN - FIRST FLOOR - AREA

1A

AD-201 DEMOLITION EXTERIOR ELEVATIONS

AD-202 DEMOLITION EXTERIOR ELEVATIONS

ARCHITECTURAL

AE-101 ARCHITECTURAL PLAN - FIRST FLOOR - PHASE 1 - NOTES

AE-102 ARCHITECTURAL PLAN - FIRST FLOOR - PHASE 1 ADDITION -

NOTES

AE-103 ARCHITECTURAL PLAN - FIRST FLOOR - PHASE 2 - NOTES

AE-104 ARCHITECTURAL PLAN - FIRST FLOOR - PHASE 3 - NOTES

AE-105 ARCHITECTURAL PLAN - FIRST FLOOR - PHASE 4 - NOTES

AE-111 ARCHITECTURAL PLAN - FIRST FLOOR - PHASE 1 -

DIMENSIONS

AE-112 ARCHITECTURAL PLAN - FIRST FLOOR - PHASE 1 ADDITION -

DIMENSIONS

AE-113 ARCHITECTURAL PLAN - FIRST FLOOR - PHASE 2 -

DIMENSIONS

AE-114 ARCHITECTURAL PLAN - FIRST FLOOR - PHASE 3 -

DIMENSIONS

AE-115 ARCHITECTURAL PLAN - FIRST FLOOR - PHASE 4 -

DIMENSIONS

AE-121 REFLECTED CEILING PLAN - FIRST FLOOR - PHASE 1

AE-122 REFLECTED CEILING PLAN - FIRST FLOOR - PHASE 1 ADDITION

AE-123 REFLECTED CEILING PLAN - FIRST FLOOR - PHASE 2

AE-124 REFLECTED CEILING PLAN - FIRST FLOOR - PHASE 3

AE-125 REFLECTED CEILING PLAN - FIRST FLOOR - PHASE 4

AE-141 ROOF PLAN - ADDITION

AE-150 EQUIPMENT PLAN - FIRST FLOOR - OVERALL

AE-151 EQUIPMENT PLAN - FIRST FLOOR - AREA 1B

AE-152 EQUIPMENT PLAN - FIRST FLOOR - ADDITION

AE-153 EQUIPMENT PLAN - FIRST FLOOR - AREA 1A

AE-201 EXTERIOR ELEVATIONS

AE-211 INTERIOR ELEVATIONS

AE-212 INTERIOR ELEVATIONS

AE-213 INTERIOR ELEVATIONS

AE-214 INTERIOR ELEVATIONS

AE-221 INTERIOR ELEVATIONS - ENLARGED

AE-222 INTERIOR ELEVATIONS - ENLARGED

AE-301 BUILDING SECTION

AE-302 BUILDING SECTION

AE-311 WALL SECTIONS

AE-312 WALL SECTIONS

AE-401 ENLARGED ARCHITECTURAL PLANS

AE-402 ENLARGED ARCHITECTURAL PLANS

AE-403 ENLARGED ARCHITECTURAL PLANS

AE-404 ENLARGED ARCHITECTURAL PLANS

AE-405 ENLARGED ARCHITECTURAL PLANS

AE-411 ENLARGED REFLECTED CEILING PLANS

PROJECT LOCATION

1. THE WORK SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, LAWS AND ORDINANCES

INCLUDING THE SEPTEMBER 15, 2010 ARCHITECTURAL BARRIERS ACT(ABA) AND W/ VA SUPPLEMENTS.

2. THE WORK SHALL COMPLY WITH OR EXCEED ALL THE DEPARTMENT OF VETERANS AFFAIRS (VA)

BUILDING STANDARDS.

3. WHERE THE TERM "APPROVED" OR "EQUAL" IS USED, IT SHALL BE UNDERSTOOD THAT THE REFERENCE IS MADE TO THE RULING AND JUDGMENT OF THE VA COR AND THE PROPOSED SUBSTITUTION SHALL BE

SUBMITTED FOR REVIEW AND WRITTEN APPROVAL.

4. MAINTAIN ALL EXIT PATHS FOR THE DURATION OF THE CONSTRUCTION. ERECT AND MAINTAIN APPROPRIATE SAFETY BARRIERS AND PATHWAYS TO PROTECT AND SEPARATE PUBLIC/STAFF FROM HAZARDOUS CONDITIONS. BARRIERS SHALL BE MAINTAINED THROUGH DURATION OF THE PROJECT TO

PROHIBIT UNAUTHORIZED PERSONNEL FROM ENTERING THE CONSTRUCTION AREA/SITE.

5. REFER TO THE DRAWINGS & PROJECT MANUAL FOR ANY REQUIRED PROJECT PHASING AND OPTIONS.

6. CONTRACTOR SHALL PARK IN DESIGNATED LOCATIONS REQUIRED BY THE VA. CONSTRUCTION TRAILER, IF ANY, SHALL BE LOCATED WHERE DETERMINED BY THE VA IF SPACE IS AVAILABLE. THE GENERAL CONTRACTOR SHALL COORDINATE ACCESS TO/AND STORAGE ON SITE WITH THE VA. THE GENERAL

CONTRACTOR SHALL ALSO REPAIR DAMAGE TO ALL ADJACENT AREAS OCCURRING DUE TO

CONSTRUCTION.

7. CONTRACTOR SHALL ERECT AND MAINTAIN IN A SECURE MANNER, CONSTRUCTION PARTITIONS, FENCES & BARRICADES AROUND CONSTRUCTION SITE & STORAGE AREAS DESIGNATED BY THE VA.

8. ERECT DUST AND/ OR TEMPORARY PARTITIONS REQUIRED BY VA COR PRIOR TO COMMENCEMENT OF WORK AND MAINTAIN FOR DURATION OF CONSTRUCTION. REPAIR ALL FINISHES DAMAGED BY THE PARTITION INSTALLATION AT THE TIME THE PARTITION IS REMOVED. PROVIDE TEMPORARY GUARDRAILS AT

ALL TIMES, AT ALL FLOOR LEVEL EDGES AND OPENINGS.

9. SCHEDULE ALL ELECTRICAL POWER, PLUMBING, SECURITY, MECHANICAL, COMMUNICATION & FIRE

ALARM OUTAGES WITH VA COR GIVING REQUIRED ADVANCED NOTICE PRIOR TO OUTAGE.

10. PROTECT ALL WORK SCHEDULED TO REMAIN FOR DURATION OF CONSTRUCTION.

CONTRACTOR TO PROVIDE AND ERECT VISUAL AND PHYSICAL BARRIERS AROUND EACH AREA OF WELDING

OPERATIONS, IF ANY, AND FOLLOW VA REQUIRED PROCEDURES.

11. REMOVE TRASH AND DEBRIS AT THE END OF EACH WORK DAY, DISPOSE OF IN A LEGAL MANNER.

12. FLOOR SURFACE TO BE PATCHED AND PREPARED FOR SCHEDULED FINISHES, PRIOR TO INSTALLATION OF ALL FLOOR FINISHES. VOIDS TO BE FILLED WITH LEVELING COMPOUND FORMULATED FOR EXTERIOR USE.

13. PROVIDE REQUIRED FIRE-RATED FIRE STOPPING AROUND ALL PENETRATIONS TO FLOOR ABOVE OR

BELOW.

14. DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF THE VA AND THE ARCHITECT AND MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT EXPRESSED WRITTEN CONSENT. CONTRACTOR SHALL NOT REPRODUCE ANY PORTION OF A CONTRACT DRAWING FOR USE IN ANY PORTION OF A

SUBMITTAL.

15. ALL SUBSTITUTIONS AND CHANGES TO THESE DRAWINGS MUST BE SUBMITTED TO THE VA .

16. THE GENERAL CONTRACTOR SHALL INVESTIGATE ALL FIELD CONDITIONS RELEVANT TO THE PROJECT INCLUDING, BUT NOT LIMITED TO, DIMENSIONS, ELEVATIONS, GENERAL CONDITIONS AND OTHER MISCELLANEOUS EXISTING CONDITIONS AND SHALL PROMPTLY NOTIFY THE VA OF ANY WHICH DO NOT

AGREE WITH THOSE IN THESE DRAWINGS.

17. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPPLYING AND INSTALLING ALL COMPONENTS AND ACCESSORIES, EQUIPMENT, MATERIALS, HARDWARE AND OTHER ITEMS NECESSARY (UNLESS NOTED OTHERWISE) FOR A COMPLETE AND FINISHED JOB CONSISTENT WITH THE DESIGN INTENT PRESENTED IN THESE DRAWINGS. COORDINATE THE LOCATION AND INSTALLATION OF ALL MECHANICAL AND ELECTRICAL

DEVICES, REGISTERS, FIXTURES, ETC. PRIOR TO INSTALLATION OF FINISH MATERIALS.

18. EXISTING SYSTEMS AND SERVICES PASSING THROUGH CONSTRUCTION AREAS AND SERVING OCCUPIED AREAS ARE TO REMAIN OPERATIONAL. EXISTING SYSTEMS PASSING THROUGH NON CONSTRUCTION AREAS THAT REQUIRE ALTERATION ARE TO BE SCHEDULED WITH THE VA-COR TO MINIMIZE DISRUPTION OF

OCCUPIED AREAS AND ONGOING OPERATIONS.

19. REFER TO PROJECT MANUAL AND MEP DRAWINGS FOR ADDITIONAL REQUIREMENTS.

20. COORDINATE WITH VA PRIOR TO COMMENCING WORK PROJECT ACCESS ROUTE, ALLOWABLE WORK

TIMES, ALLOWABLE NOISE LEVELS, TOILET TO BE USED BY WORKERS, ETC.

21. PRIOR TO THE START OF ANY WORK ON THE PROJECT, A PRE-CONSTRUCTION RISK ASSESSMENT, WHICH INCLUDES AN INTERIM LIFE SAFETY EVALUATION, MUST BE COMPLETED, DOCUMENTED AND SIGNED

BY VA ENVIRONMENTAL HEALTH AND SAFETY, VA PROJECT MANAGER AND THE CONTRACTOR.

22. MAINTENANCE OF INDOOR AIR QUALITY IS CRITICAL IN AREAS OF ALL FACILITIES. CONSTRUCTION CAUSING DISTURBANCE OF EXISTING DUST, OR CREATING NEW DUST, ODORS, ETC. MUST BE CONDUCTED IN TIGHT ENCLOSURES THAT PROHIBIT THE FLOW OF PARTICLES INTO SENSITIVE AREAS. THE CONTRACTOR IS REQUIRED TO PROVIDE DUST BARRIERS AS DETERMINED BY THE VA COR, ENVIRONMENTAL HEALTH AND SAFETY AND/OR INFECTION CONTROL. THIS PROJECT SHALL BE CONSIDERED TO BE CLASS III/IAQ CONSTRUCTION AS REFERENCED IN THE VA POLICY/PROCEDURE FOR MAINTAINING INDOOR AIR QUALITY DURING CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL ADDITIONALLY COMPLY WITH KEYED

NOTES/GENERAL NOTES CONTAINED ON THE DRAWINGS WHERE THEY EXCEED THE STANDARD

REQUIREMENTS OF CLASS III/IAQ CONSTRUCTION.

23. THE VA RETAINS THE PRIMARY RESPONSIBILITY FOR THE PRESENCE, CONDITION, DISTURBANCE, RENOVATION, DEMOLITION, AND DISPOSAL OF ANY ASBESTOS ENCOUNTERED IN THE CONSTRUCTION, OPERATIONS, MAINTENANCE, OR FURNISHING OF THE FACILITIES ASSOCIATED WITH THE WORK HEREIN. DO NOT COMMENCE ANY WORK ASSOCIATED WITH THIS PROJECT UNTIL APPROVED TO DO SO BY FACILITIES

AND EHS. COORDINATE APPROVAL THROUGH VA COR.

24. "OWNER" & "VA" ARE TERMS USED INTERCHANGIBLY IN SET. IN ALL CASES COORDINATE THROUGH VA-

COR

PHASE 1 PHASE 1

PHASE 4

PHASE 2

PHASE 3

P L A

N N

T R

U E

N

PLA

N N

A T

PATIE

N T U

N

IT

S

F.E.C.

F.E.C.

F .E

.C

F.E.C.F.E.C.

F.E .C

F.E .C

F .E

.C

F.E .C

F.E.C.

F.E.C.

F.E.C

F.E.C

F.E.C

F.E.C.

F.E .C

F .E

.C

F .E

.C

F .E

.C

SMOKE PARTITION - EXISTING

2 HOUR FIRE RESISTIVE/SMOKE BARRIER

1 HOUR FIRE RESISTIVE PARTITION

1 HOUR FIRE RESISTIVE/SMOKE BARRIER

2 HOUR FIRE RESISTIVE PARTITION

FIRE EXTINGUISHER CABINET (SEMI RECESSED)

EGRESS

TRAVEL

DISTANCE

1A SMOKE COMPARTMENT

1B SMOKE COMPARTMENT

HAZARDOUS AREA 1-HR FIRE RESISTIVE CONSTRUCTION

CLINIC ADDITION SMOKE COMPARTMENT

LIFE SAFETY / CODE LEGEND

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT EXITEXITEXIT

EGRESS TRAVEL DIST. =169'-8"

MAX TRAVEL DIST. =200'-0"

EGRESS TRAVEL DIST. =199'-4"

MAX TRAVEL DIST. =200'-0"

STAIR

STAIR

STAIR

STAIR

COURTYARD

ELEVATORS

ELEVATORS

ELEVATORS

ELEVATORS

EXISTING EXIT

THROUGH

BASEMENT

LEVEL

PR

O

JE

C T L

IM

IT

S

PR

O

JE

C T L

IM

IT

S

PR

O

JEC

T LIM

ITS

PR

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JEC

T LIM

ITS

P R

O J E

C T

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IT

S

P R

O J E

C T

L

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IT

S

EXISTING EXIT

THROUGH

BASEMENT

LEVEL

NEW 2 HOUR FIRE SMOKE BARRIER

EXTEND TO UNDERSIDE OF

INTERSTITIAL

NOTE: EGRESS TRAVEL DISTANCE TO EXISTING EXIT

SEPARATION EXCEEDS ALLOWABLE TRAVEL DISTANCE.

PROJECT INCLUDES CONSTRUCTION OF NEW PROJECT

INCLUDES CONSTRUCTION OF NEW 2-HR FIRE

SEPARATION TO REDUCE THE TRAVEL DISTANCE TO

WITHIN ALLOWABLE LIMITS

2-HR FIRE/SMOKE SEPARATION UTILIZES EXISTING CONCRETE WALL PANELS AS

BARRIER ELEMENTS WITH 2-HR PARTITION CONSTRUCTION AT OPENINGS. PARTITION

CONSTRUCTION TO BE ERECTED AT CONSTRUCTION ONSET TO PROVIDE SEPARATION

DURING CONSTRUCTION.

NEW 2 HOUR

FIRE BARRIER

NOTE: 2-HR FIRE/SMOKE BARRIER TO BE

ERECTED AT CONSTRUCTION ONSET TO

PROVIDE SEPARATION OF CONSTRUCTION

AREAS DURING CONSTRUCTION.

CLINIC

ADDITION

77 FT TRAVEL TO

2-HR FIRE/SMOKE

SEPARATION

65 FT TRAVEL TO

2-HR FIRE/SMOKE

SEPARATION

94 FT TRAVEL TO 2-HR

FIRE/SMOKE SEPARATION

A/E SUBMISSION INSTRUCTIONS FOR MINOR AND NRM CONSTRUCTION PROGRAM: VA PROGRAM GUIDE, PG-18-15, VOLUME C

NOV 2008

2009 INTERNATIONAL EXISTING BUILDING CODE

2009 INTERNATIONAL BUILDING CODE (IBC)

2009 INTERNATIONAL MECHANICAL CODE (IMC)

2009 UNIFORM PLUMBING CODE (UPC)

2011 NATIONAL ELECTRIC CODE (NFPA-70)

NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2013 EDITION

NFPA 72, NATIONAL FIRE ALARM CODE, 2013 EDITION

NFPA 99, STANDARD FOR HEALTH CARE FACILITIES, 2012 EDITION

2012 NFPA 101, LIFE SAFETY CODE

VA FIRE PROTECTION MANUALS

ASHRAE GUIDELINES AND STANDARDS 90.1, 2013 EDITION

THE ARCHITECTURAL BARRIERS ACT(ABA) AS OF SEPT 15, 2010 WITH VA SUPPLEMENTS

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA)

2010 GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITAL AND HEALTH CARE FACILITIES-AIA

ASSOCIATED AIR BALANCING COUNCIL STANDARDS (AABC)

UNDERWRITERS' LABORATORIES STANDARDS

ILLUMINATING ENGINEERING SOCIETY STANDARDS

GUIDELINES FOR ENVIRONMENTAL INFECTION CONTROL IN HEALTH CARE FACILITIES (CDC)

JOINT COMMISSION ACCREDITATION MANUAL FOR HOSPITALS, ENVIRONMENT OF CARE STANDARDS

APPLICABLE CODES

PROJECT NAME: DEBAKEY VAMC, SPINAL CORD

PROJECT ADDRESS: MICHAEL E, DEBAKEY VA MEDICAL CENTER

2002 HOLCOMBE BLVD,

HOUSTON, TX 77030

JURISDICTION: FEDERAL GOVERNMENT

DESCRIPTION:

PROJECT SCOPE OF WORK CONSIST OF THE RENOVATION AND EXPANSION OF THE SPINAL CORD INJURY UNIT (SCI) LOCATED IN THE FIRST FLOOR (BUILDING 100) OF THE MICHAEL E. DEBAKEY VA MEDICAL CENTER IN HOUSTON, TEXAS. THE PROJECT WILL CONVERT EXISTING 4-BED ROOM TO 2-BED ROOMS. THE PROJECT WILL ALSO CONSTRUCT AN EXPANSION OF THE SCI UNIT WITHIN THE EXISTING COURTYARD SPACE. THE TOTAL PROJECT AREA IS APPROXIMATELY 24,171 SF. THE NEW RENOVATION SHALL COMPLY WITH VA HOSPITAL STANDARDS. THE SCOPE OF WORK INCLUDES AND NEW TEMPORARY CONSTRUCTION OF NON-LOAD BEARING PARTITIONS, REMODEL MECHANICAL, ELECTRICAL, AND PLUMBING WORK, AND NEW

FINISHES.

PROJECT AREA

AREA 1A (RENOVATION): 7,761

AREA 1B (RENOVATION): 8,527

TOTAL RENOVEATED AREA: 16,288 SF

CLINIC (NEW CONSTRUCTION): 6,217 SF

CLINIC (EXTERIOR): 1,604 SF

TOTAL PROJECT AREA: 24,109 SF

PROJECT INFORMATION

OCCUPANCY CLASSIFICATION: I-2 (IBC)

EXISTING HEALTHCARE (NFPA)

CONSTRUCTION TYPE: EXISTING BUILDING - NFPA TYPE II

FIRE PROTECTION SYSTEM: AUTOMATIC

FIRE PROTECTION RATINGS: STRUCTURE - 2 HOURS

FRAME (ROOF) - 2 HOURS

ROOF ASSEMBLY - 1 1/2 HOURS

OCCUPANCY EGRESS ANALYSIS: PER LIFE SAFETY PLAN ON THIS SHEET

MEANS OF EGRESS REQUIREMENTS:

DEAD-END CORRIDORS SHALL NOT EXCEED 50 FT PER NFPA 101 38.2.5.2.1 - EXISTING EXIT

COMMON PATH OF TRAVEL SHALL NOT EXCEED 100 FT PER NFPA 101 38.2.5.3.1 - EXISTING EXIT

TRAVEL DISTANCE SHALL NOT EXCEED 200 FT PER NFPA 101 21.2.6.2 - EXISTING EXIT

NOTE: 2-HR FIRE/SMOKE SEPARATION PROVIDED TO MAINTAIN COMPLIANCE

FOR MAXIMUM TRAVEL DISTANCE TO EXIT.

HAZARDOUS AREA:

HAZARDOUS AREAS INCLUDING, BUT NOT LIMITED TO , AREAS USED FOR GENERAL STORAGE, BOILER OR FURNACE ROOMS, AND MAINTENANCE SHOPS SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 8.7 PER NFPA 101 38.3.2.1

WHICH REQUIRES A 1 HOUR FIRE RESISTIVE CONSTRUCTION

STORAGE OF QUANTITIES GREATER THAN 5 GAL IN A SINGLE SMOKE COMPARTMENT SHALL MEET THE

REQUIREMENTS OF NFPA30, FLAMMABLE AND COMBUSTIBLE LIQUIDS CODES.

MEDICAL GAS:

SEPARATE OXYGEN CYLINDER STORAGE WITH 1 HOUR FIRE RESISTIVE CONSTRUCTION PER NFPA 101 18.3.2.4 &

NFPA 99

CORRIDORS:

CORRIDOR FIRE RESISTANCE RATING: 0 HR AS EXISTING BUILDING HAS APPROVED SPRINKLER SYSTEM IN

ACCORDANCE \WITH NFPA 101 9.7.1.1(1)

CORRIDOR SEPARATION TO BE CONSTRUCTED AS A SMOKE PARTITION PER IBC 407.3, IBC 711, NFPA 101 18.3.6

SUBDIVISION OF BUILDING SPACES:

MAXIMUM SIZE OF SMOKE COMPARTMENT: 22,500 SF

EXISTING SMOKE COMPARTMENT AREA 1A: 19,096 SF (BASED ON EXISTING DOCUMENTATION, TO BE VERIFIED) EXISTING SMOKE COMPARTMENT AREA 1B: 22,299 SF (BASED ON EXISTING DOCUMENTATION, TO BE VERIFIED)

SMOKE COMPARTMENT - CLINIC ADDITION: 6,163SF

NOTE ALL FIRE-RESISTANT CONSTRUCTION TO BE OF TYPE X GYPSUM BOARD, UNLESS NOTED OTHERWISE

PLUMBING FIXTURES: (TABLE 2902.1 FOR "I-2" OCCUPANCY)

OCCUPANCY LOAD

CLINIC ADDITION "I-2" OCCUPANCY 6,163.95 SF/240 SF/OCC = 26 OCCUPANTS

INPATIENT/OUTPATIENT (INPATIENT ONLY) / 6163/100 = 62 (OUTPATIENT ONLY)

CODE ANALYSIS

100-83 1G1H

100-84

1K 100-85

100-80 1D

100-79 1C

100-78 1B

100-77 1A

100-82 1F 1E

100-81

N

SMOKE COMPARTMENT KEY PLAN

ADDITION

6565 West Loop South, Suite 560, Bellaire, TX 77401

713.432.1422 - Fax 713.432.1253 www.garnerfritsche.com th re e i n c h e s o n e f o o t o n e a n d o n e -h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -e ig h ts i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t o n e -e ig h t in c h o n e f o o t

0 Revisions:

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DrawnChecked

Dwg. of Date:

CONSULTANTS: ARCHITECT/ENGINEERS:

VA FORM 08-6231

Atriax, pllc 102 3rd Avenue, NE PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com NC Engineering License No.: P-0214 NC Architectural License No.: 51254

Drawing Title

Approved: Project Director

Project Title

Location

Date

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Building Number

B100

Project Number

Office of

Construction and Facilities

Management

V eterans Affairs P alo Alto Heal th Ca re Sy stem

S cale: 1 "= 20'-0"S cale: 1-1 /2"= 1'-0"S cale: 1"= 1'-0"S cale: 3/ 32"= 1'-0"S cale: 1/ 16"= 1'-0"S cale: 3/ 16"= 1'-0"S cale: 3/ 4"= 1'-0"S cale: 3/ 8"= 1'-0"S cale: 1/ 2"= 1'-0"S cale: 1/ 4"= 1'-0"

AV P AHC SV eterans Affairs P alo Alto Heal th Ca re Sy stem

D ESIGN DEVE LO PM ENT - NO T FO R CO NSTRUCTIO NF ULLY SPR INKL ERED

T exas Reg. No.G FE Project No.F-571213060

Issued for Bidding & Construction 06/08/18 212AuthorChecker06/08/18

GI-011

LIFE SAFETY PLAN CONSTRUCT SPINAL CORD

INJURY BED EXPANSION

2002 HOLCOMBE BLVD, HOUSTON, TX 77030

#580 - 320

0' 16' 24'8'4' 1/16" = 1'-0"

FIRST FLOOR - LIFE SAFETY PLAN

F1

FIXTURE TYPE REQUIREMENT

FIXTURES

PROVIDED REQUIREMENT

FIXTURES

PROVIDED

WATER CLOSETS

- PATIENT ROOM/EXAM 1/ROOM 1/ROOM 1 1

- STAFF 1/25 EXISTING 1 1

- VISITORS 1/75 EXISTING 1 1

LAVATORIES

- PATIENT ROOM/EXAM 1/ROOM 1/ROOM 1 1

- STAFF 1/35 EXISTING 1 1

- VISITORS 1/100 EXISTING 1 1

BATHTUBS/ SHOWERS

- PATIENT ROOM 1/15 1/ROOM N/A

- STAFF 0 1/ROOM N/A

- VISITORS 0 1/ROOM N/A

SERVICE SINK 1 EXISTING 1 1

DRINKING FOUNTAIN SHARED W/

HOSPITAL

- PATIENT ROOM 1/100 EXISTING

- STAFF 1/100 EXISTING

- VISITORS 1/500 EXISTING

INPATIENT CLINIC - OUTPATIENT 62 PPL

OCCUPANT LOAD

D E

S K

I N

T E

R C

O M

O U

T L E

T

D U

P L E

X E

L E

C T

R

IC

A L O

U T

L E

T

E O

T E

L E

P H

O N

E O

R D

A T

A O

U T

L E

T

M A

N U

A L F

IR

E

A L A

R M

N U

M E

R

IC

P A

D

C A

R D

R E

A D

E R

P U

S H

B U

T T

O N

S T

A F

F A

S S

IS

T

S W

IT

C

H

T E

L E

P H

O N

E O

U T

L E

T

"C O

D E

B L U

E

S W

IT

C

H

N U

R S

E C

A L L

IN

T

E R

C O

M S

T A

T

IO

N

T H

E R

M O

S T

A T

S T

A T

IO

N

U .N

.O

" 4

M

A X

F

IR

E A

L A

R M

A U

D

IB

L E

V

IS

U A

L S

IG

N

A L

A L L S

C O

N C

E S

T Y

P

CEILING

TV

B O

T T

O M

O F

T V

F L A

T S

C R

E E

N

0' - 6"0' - 6"

M A

X

T O

P O

F F

IR

E

E X

T

IN

G U

IS

H

E R

IF

F

IR

E

E X

T

IN

G U

IS

H

E R

W E

IG

H

S O

V E

R

L

B S

M A

X H

E

IG

H T

F

IR

E E

X T

IN

G

U

IS

H E

R C

A B

IN

E

T

TELEVISION WALL

BRACKET

CHALKBOARD,

TACKBOARD, OR

WHITE BOARD

REFER TO

PLAN FOR SIZE

CLOCK

NURSE CALL DOME LIGHT OR

EXAM ROOM STATUS LIGHT

ALIGN WITH TOP

OF FRAME

ROBE/COAT HOOD

(DOOR OR WALL

MOUNTED)

0' - 2"

SWITCH

AC

C

ES

SI

BL

E

M

AX

1' - 6"

2' - 0".

AT

COUNTER

SINK

AT

LAV

FACE OF WALL

M A

X

P A

P E

R T

O W

E L

D

IS

P E

N S

E R

CHANGING

STATION

M A

X

T O

H A

N D

L E

H O

R

IZ

O N

T A

L P

O S

IT

IO

N

T O

P O

F O

P E

R A

T O

R

SANITARY

NAPKIN &

TAMPON

DISPENSER

S A

N

IT

A R

Y N

A P

K

IN

D

IS

P O

S A

L

T O

IL

E

T S

E A

T C

O V

E R

D

IS

P E

N S

E R

G L O

V E

D

IS

P E

N S

E R

S H

A R

P S

D

IS

P O

S A

L

FILM VIEWER

SIT-DOWN

EO

1" ABOVE

BACK SPLASH4

" 4

APRON

HANGER

E M

E R

G E

N C

Y E

Y E

W A

S H

W A

L L M

O U

N T

E D

S O

A P

D

IS

H

A

T O

H

IN

G E

0' - 3"FROM CORNER

OF

INTERSECTING

PARTITION

FOLDING

UTILITY

SHELF

BASIN

MOUNTED

SOAP

DISPENSER

MIRROR

HAND

DRYER

H .C

T O

B O

T T

O M

O F

R E

F L E

C T

E D

S U

R F

A C

E M

A X

M E

N

W O

M E

N

H A

N D

IC

A

P

H A

N D

IC

A

P P

E D

COAT HOOK

STRIP

VACUUM

BREAKER

JANITORS

UTILITY SHELF

EQ EQ

1' - 0"

A F

F

TYPICAL

HOUSEKEEPING

CLOSET

MOP AND BROOM

HOLDER W/

UTILITY SHELF

MOP

NIC

MOP

SINK

[178mm] [1 m m

T

IL

E W

A

IN

S C

O T

24" x 36" [610mm x 900mm]

MIRROR

SOAP

DISP. (V.V.)

OFFSET

WASTE NOTE

#3

KNEE CLEARANCE PER

SECTION 306 ADA-ABA

FILLER @

WALL

PAPER TOWEL

DISPENSER

SEE NOTE #2

SIDE ELEVATION

S.S. SHELF

T-45 SEE NOTE

#1 DETAIL B6

NOTE:

1. SHELF IF IN EQUIPMENT

LIST 7610; SEE DETAIL 10

28 00-4

2. LAVATORY, WITH WRIST

OR SENSOR CONTROL

FAUCET

3. INSULATE HOT SUPPLY

AND WASTE.

18"

7"

[450mm]

CL

CL

5'-6"

MIN.

M

IN

1'-6"

M

IN

6"

MIN.

36"

MIN.

8"

M

IN

1'-6"

1'-0" 2'-0"

M A

X

1 1/2" BETWEEN

SET FLUSH VALVE

PROJECTING OBJECTS

GRAB BAR AND

SIDE OF STALL

HANDLE TO WIDE

OTHER FIXTURES

NOT ALLOWED

WITHIN THIS CLEAR

FLOOR SPACE

TOILET PAPER

DISPENSER

GRAB BAR

GRAB BAR

TOILET PAPER

DISPENSER

GRAB BAR

PLAN

FRONT ELEVATION SIDE ELEVATION

TOILET PAPER

DISPENSER AREA,

COMPLY W/ GRAB

BAR SPACING, SEE

DETAIL F8

1 1/2 CLEAR

H O

L D

S E

A T

T O

P O

F

M A

X

[1 m m

[8 m m

[8 m m

M

IN

SEE AE-561 FOR SWING UP GRAB BAR

UPSWING GRAB

BAR WHERE

SCHEDULED

UPSWING GRAB

BAR WHERE

SCHEDULED

ROD

B B

C

ROBE HOOK

SLOPE ENTIRE

FLOOR AS

SHOWN

A

FULL HGT.

C.T. AT

SHOWER

CEMENT

PLASTER

CEILING

NURSE CALL

WITH PULL

CORD

CURTAIN ROD

GRAB BAR

SLIDE BAR

SOAP HOLDER

(RECESSED) 40"

AFF (1000mm)

VACUUM BREAKER

THERMOMETER

(SCI ONLY)

CONTROLS

VA BARRIER FREE DESIGN GUIDE PG-18-13 SPECIFIES MINIMUM 48"x48" [1200x1200mm] ROLL-IN TYPE SHOWER FOR PATIENT

BATHING. 90% OF INDIVIDUAL SHOWERS IN MEDICAL-SURGICAL NURSING UNITS (MSN) AND NURSING HOME CARE UNITS

(NHCU) SHOULD BE THIS SIZE TO FACILITATE USE OF WHEELCHAIRS, SHOWER SEATS, AND ASSISTED BATHING.

TRANSFER TYPE 36"x36" [900x900mm] AND 30"x60" [750x1500mm] ROLL-IN LITTER SHOWERS MAY BE USED FOR MENTAL

HEALTH (MH&B) UNITS, DOMICILIARY, AND STAFF FACILITIES. REFER TO CHAPTER 6 OF THE ADA-ABA ACCESSIBILITY

GUIDELINES FOR CRITICAL DIMENSIONS AND GRAB BAR AND ACCESSORY LOCATIONS.

A/E SHALL CAREFULLY COORDINATE FLOOR SLOPES AND DRAIN LOCATIONS TO CONTAIN AND CONTROL WATER FROM THE

SHOWER. IN NEW CONSTRUCTION USE 3" [75mm] SLAB DEPRESSION AT SHOWER AND ADJOINING TOILET OR DRYING AREA.

PLAN

C

4" (100mm) STUDS, 8" (200mm) STUDS

WITH BACK TO

BACK SHOWER

HEADS

GRAB BAR (TYP.)

3'-0" (915mm)

AFF (TYP.)

RECESSED

SOAP

HOLDER

A

NOTES:

SIDE ELEVATION REAR ELEVATION SIDE ELEVATION (CONTROL WALL)CBA

m m

48" [1200mm] MIN.

60" [1500mm] PREFERRED

[7 m m

M

IN

T

O N

E A

R E

S T

O R

O B

S T

R U

C T

IO

N

48" MIN.

[1200mm]

T Y

P T

O

IL

E T

R O

O M

[1 m m W

S C

T

36" [900mm] 6"

[150mm]

[1 m m

M

IN

IN

S H

O W

E R

S T

A L L

48" [1200mm]

36" [900mm]

6" [150mm]

4" [100mm]

18" [450mm]

6" [150mm]

[8 m m

[7 m m

[4 m m

[2 m m

[1 m m M

IN

6" 6' - 5 7/8" 6"

7' - 6"

NOTE: SEE DETAIL B8, SHEET

AE-563 FOR ADDITIONAL

INFORMATION

2'-8" MIN.

M

IN

(4

M

IN

IF

D O

O R

H A

S C

L O

S E

R

24" MIN.24" MIN.

M

IN

(5

M

IN

IF

D O

O R

H A

S C

L O

S E

R

54" MIN.

Y

36" MIN. IF Y=60"

42" MIN. IF Y=54"

M

IN

(4

M

IN

IF

D O

O R

H A

S B

O T

H L

A T

C H

A N

D C

L O

S E

R

12" MIN. IF DOOR HAS

BOTH A CLOSER

AND A LATCH

M

IN

M

IN

18" MIN., 24"

PREFERRED

22" MIN.

PUSH SIDE

PULL SIDE

PULL SIDE

PUSH SIDE

PUSH SIDE

PULL SIDE

HINGED DOOR - CLEAR

DOORWAY WIDTH

34" MIN CLEAR WIDTH FOR

VA RESTROOM ENTRY

DOORS

NOT REQUIRED FOR

PATIENT ROOM DOORS

3'-8" OR WIDER

NOT REQUIRED FOR

PATIENT ROOM DOORS

3'-8" OR WIDER

NOT REQUIRED FOR

PATIENT ROOM DOORS

3'-8" OR WIDER

NOT REQUIRED FOR

PATIENT ROOM DOORS

3'-8" OR WIDER

NOT REQUIRED FOR

PATIENT ROOM DOORS

3'-8" OR WIDER

SPACING. THE SPACE BETWEEN THE

WALL AND THE GRAB BAR SHALL

BE 1 1/2 INCHES (38 MM). THE

SPACE BETWEEN THE GRAB BAR

AND PROJECTING OBJECTS BELOW

AND AT THE ENDS SHALL BE 1 1/2

INCHES (38 MM) MINIMUM. THE

SPACE BETWEEN THE GRAB BAR

AND PROJECTING OBJECTS ABOVE

SHALL BE 12 INCHES (305 MM)

MINIMUM.

EXCEPTION: THE SPACE BETWEEN

THE GRAB BARS AND SHOWER

CONTROLS, SHOWER FITTINGS, AND

OTHER GRAB BARS ABOVE SHALL

BE PERMITTED TO BE 1 1/2 INCHES

(38 MM) MINIMUM.

/2

PROJECTED OBJECTS RECCESSED OBJECTS

HIGH

LOW

STANDARD

STANDARD ACCESSIBLE

ALCOVES WALL

LINE BEYOND,

SEE PLAN

CLEAR

FLOOR

SPACE

TO SPOUT

OUTLET

15"

MIN.

6" MAX.

TOE CLR.

8"MIN. KNEE CLR.

REDUCTION

9" MIN.

TOE CLR.

5"

MAX.

M

IN

2'-6"

MIN. REQ'D.

SEE PLAN

1'-3"

MIN.

M A

X

F O

R S

T A

N D

IN

G

P E

R S

O N

S

M

IN

5"

MAX.

11" MIN.

KNEE CLR.

M A

X

M

IN

B. FRONTC. SIDE

A. PLAN

T O

S P

O U

T O

U T

L E

T

BE MOUNTED AT ACCESSIBLE HEIGHT.

NOTE: ONE OF EACH PAIR, MINIMUM SHALL

ONE OF EACH PAIR, MINIMUM SHALL

CLR

BE MOUNTED AT STANDARD HEIGHT

17"~25"

KNEE CLR.

PROVIDE CANE

DETION PANEL

30"x48"

CLEAR FLOOR

SPACE

M A

X

M A

X

M A

X

S T

A N

D A

R D

H E

IG

H

T

FRONT ELEVATIONPLAN

/2

M

IN

FINISHED

WALL

STOCK S.S. SHELF

BRACKETS FOR S.S.

SHELF AS REQ'D.

ANCHORAGE

STD. DTL.

05500-2

TOP OF SHELF TYPE 45C SHALL BE LOCATED 1'-5" [432mm] ABOVE RIM OF UTILITY SINK.

WHERE SHELF TYPE 45C OCCURS ABOVE FLUSHING RIM SERVICE SINK IT SHALL CLEAR FITTING

SUPPORT A MINIMUM OF 2" [51mm].

SEE ARCH. PLANS FOR EXTENT OF SHELVING AND ACTUAL SPACING OF BRACKETS.

[3 m m

T O

R

IM

O F

L A

V

F O

R T

Y P

E

S

E E

N O

T E

S F

O R

T Y

P E

C

SEE ROOM

SCHEDULE REQ'D

SIZES

AND FOR

5" [127mm]1'-0" [305mm]

3'-0" [914mm]

SECTION "A-A"ELEVATION

OVER LAVATORIES WHERE

REQUIRED

OVER UTILITY AND FLUSHING RIM

SERVICE SINK WHERE REQUIRED

TYPE

45C

FOR TYPE 45FOR TYPE 45

FOR TYPE 45C

A

A

1.

2.

5.

GENERAL NOTES:

6565 West Loop South, Suite 560, Bellaire, TX 77401

713.432.1422 - Fax 713.432.1253 www.garnerfritsche.com th re e i n c h e s o n e f o o t o n e a n d o n e -h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -e ig h ts i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t o n e -e ig h t in c h o n e f o o t

0 Revisions:

IS

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Drawing Number

DrawnChecked

Dwg. of Date:

CONSULTANTS: ARCHITECT/ENGINEERS:

VA FORM 08-6231

Atriax, pllc 102 3rd Avenue, NE PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com NC Engineering License No.: P-0214 NC Architectural License No.: 51254

Drawing Title

Approved: Project Director

Project Title

Location

Date

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Building Number

B100

Project Number

Office of

Construction and Facilities

Management

V eterans Affairs P alo Alto Heal th Ca re Sy stem

S cale: 1 "= 20'-0"S cale: 1-1 /2"= 1'-0"S cale: 1"= 1'-0"S cale: 3/ 32"= 1'-0"S cale: 1/ 16"= 1'-0"S cale: 3/ 16"= 1'-0"S cale: 3/ 4"= 1'-0"S cale: 3/ 8"= 1'-0"S cale: 1/ 2"= 1'-0"S cale: 1/ 4"= 1'-0"

AV P AHC SV eterans Affairs P alo Alto Heal th Ca re Sy stem

D ESIGN DEVE LO PM ENT - NO T FO R CO NSTRUCTIO NF ULLY SPR INKL ERED

T exas Reg. No.G FE Project No.F-571213060

Issued for Bidding & Construction 06/08/18 212Author

SCS

Checker

MDM

06/08/18

GI-021

ACCESSIBLITY & MOUNTING HEIGHTS CONSTRUCT SPINAL CORD

INJURY BED EXPANSION

2002 HOLCOMBE BLVD, HOUSTON, TX 77030

#580 - 320

0' 2' 4'1' 6' 3/8" = 1'-0"

TYPICAL MOUNTING HEIGHTS

A1

NOTE:

CONTRACTOR SHALL COMPLY WITH MOST RECENT VA BARRIER FREE DESIGN GUIDE, PG-18-13 AND ARCHITECTURAL BARRIERS ACT STANDARDS (ABA)

UNO CONTRACTOR SHALL CAREFULLY COORDINATE FLOOR SLOPES AND DRAIN LOCATIONS TO CONTAIN AND CONTROL WATER FROM THE SHOWER.

COORDINATE W/ MEP DRAWINGS AND SPECIFICATIONS

0' 2' 4'1' 3/8" = 1'-0"

TOILET DETAILS - VA REQUIREMENTS

F1

0' 2' 4'1' 3/8" = 1'-0"

PATIENT ACCESSIBLE SHOWER ROLL-IN

D1 0' 2' 4'1'

3/8" = 1'-0"

ACCESSIBLE MANEUVERING

CLEARANCES AT DOORS

D8

N.T.S.

GRAB BAR SPACING

F80' 2' 4'1'

3/8" = 1'-0"

DRINKING FOUNTAIN

F6

0' 2' 4'1' 3/8" = 1'-0"

TYP. ACCESSIBLE URINAL

D6

N.T.S.

SHELVES TYPE 45 & 45C

B6

1. FLOOR AND CEILING RUNNERS — (NOT SHOWN) — CHANNEL SHAPED RUNNERS, 3-

5/8 IN. DEEP (MIN), 1-1/4 IN. LEGS, FORMED FROM MIN NO. 25 MSG GALV STEEL,

ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED 24 IN. OC MAX.

1A. FRAMING MEMBERS* — FLOOR AND CEILING RUNNERS — (NOT SHOWN) — AS

AN ALTERNATE TO ITEM 1 - CHANNEL SHAPED, MIN 3-5/8 IN. DEEP, ATTACHED TO

FLOOR AND CEILING WITH FASTENERS 24 IN. OC. MAX.

ALLSTEEL & GYPSUM PRODUCTS INC — TYPE SUPREME FRAMING SYSTEM

CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — TYPE SUPREME

FRAMING SYSTEM

QUAIL RUN BUILDING MATERIALS INC — TYPE SUPREME FRAMING SYSTEM

SCAFCO STEEL STUD MANUFACTURING CO — TYPE SUPREME FRAMING SYSTEM

STEEL CONSTRUCTION SYSTEMS INC — TYPE SUPREME FRAMING SYSTEM

UNITED METAL PRODUCTS INC — TYPE SUPREME FRAMING SYSTEM

1B. FRAMING MEMBERS* — FLOOR AND CEILING RUNNERS — NOT SHOWN — IN

LIEU OF ITEM 1 — FOR USE WITH ITEM 2B, PROPRIETARY CHANNEL SHAPED

RUNNERS, 1-1/4 IN. WIDE BY MIN 3-5/8 IN. DEEP FABRICATED FROM MIN 0.020 IN.

THICK GALV STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED

24 IN. OC MAX.

CALIFORNIA EXPANDED METAL PRODUCTS CO — VIPER20™ TRACK

CRACO MFG INC — SMARTTRACK20™

MARINO/WARE, DIV OF WARE INDUSTRIES INC — VIPER20™ TRACK

1C. FLOOR AND CEILING RUNNERS — (NOT SHOWN) — FOR USE WITH ITEM 2C —

CHANNEL SHAPED, FABRICATED FROM MIN 20 MSG CORROSION-PROTECTED OR

GALV STEEL, MIN DEPTH TO ACCOMMODATE STUD SIZE, WITH MIN 1 IN. LONG

LEGS, ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED MAX 24 IN. OC.

1D. FRAMING MEMBERS* — FLOOR AND CEILING RUNNERS — NOT SHOWN — IN

LIEU OF ITEMS 1 THROUGH 1C — FOR USE WITH ITEM 2D AND 4G ONLY,

PROPRIETARY CHANNEL SHAPED RUNNERS, 1-1/4 IN. DEEP BY MIN 3-5/8 IN. WIDE

FABRICATED FROM MIN 0.018 IN. THICK GALV STEEL, ATTACHED TO FLOOR AND

CEILING WITH FASTENERS SPACED 24 IN. OC MAX.

CLARKDIETRICH BUILDING SYSTEMS — CD PROTRAK

DMFCWBS L L C — PROTRAK

MBA METAL FRAMING — PROTRAK

RAM SALES L L C — RAM PROTRAK

STEEL STRUCTURAL PRODUCTS L L C — TRI-S PROTRAK

1E. FRAMING MEMBERS* — FLOOR AND CEILING RUNNERS — NOT SHOWN — IN

LIEU OF ITEMS 1 THROUGH 1D — FOR USE WITH ITEM 2E AND 4I ONLY,

PROPRIETARY CHANNEL SHAPED RUNNERS, 1-1/4 IN. DEEP BY MIN 3-5/8 IN. WIDE

FABRICATED FROM MIN 0.018 IN. THICK GALV STEEL, ATTACHED TO FLOOR AND

CEILING WITH FASTENERS SPACED 24 IN. OC MAX.

TELLING INDUSTRIES L L C — TRUE-TRACK™

1F. FRAMING MEMBERS* — FLOOR AND CEILING RUNNERS — NOT SHOWN — IN

LIEU OF ITEMS 1 THROUGH 1E — FOR USE WITH ITEM 2, CHANNEL SHAPED

RUNNERS, 1-1/4 IN. DEEP BY MIN 3-5/8 IN. WIDE FABRICATED FROM MIN 25 MSG

STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED 24 IN. OC

MAX.

KIRII (HONG KONG) LTD — TYPE KIRII

1G. FRAMING MEMBERS* — FLOOR AND CEILING RUNNERS — NOT SHOWN — IN

LIEU OF ITEMS 1 THROUGH 1F — FOR USE WITH ITEM 2, CHANNEL SHAPED

RUNNERS, 1-1/4 IN. DEEP BY MIN 3-5/8 IN. WIDE, ATTACHED TO FLOOR AND CEILING

WITH FASTENERS SPACED 24 IN. OC MAX.

STUDCO BUILDING SYSTEMS — CROCSTUD TRACK

1H. FLOOR AND CEILING RUNNERS — (NOT SHOWN) — CHANNEL SHAPED,

FABRICATED FROM MIN 0.02 IN. GALV STEEL, MIN WIDTH TO ACCOMMODATE STUD

SIZE, WITH MIN 1 IN. LONG LEGS, FOR USE WITH STUDS SPECIFIED BELOW AND

FABRICATED FROM MIN 0.02 IN. GALV STEEL OR THICKER, ATTACHED TO FLOOR

AND CEILING WITH FASTENERS SPACED MAX 24 IN. OC.

MARINO/WARE, DIV OF WARE INDUSTRIES INC — VIPER20™ TRACK VT100

1I. FRAMING MEMBERS* — FLOOR AND CEILING RUNNERS — NOT SHOWN — IN LIEU

OF ITEM 1 — FOR USE WITH ITEM 2H, PROPRIETARY CHANNEL SHAPED RUNNERS, 1-

1/4 IN. WIDE BY MIN 3-5/8 IN. DEEP FABRICATED FROM MIN 0.020 IN. THICK GALV

STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED 24 IN. OC

MAX.

TELLING INDUSTRIES L L C — VIPER20™ TRACK

1J. FRAMING MEMBERS* — FLOOR AND CEILING RUNNERS — (NOT SHOWN) — AS

AN ALTERNATE TO ITEM 1 - FOR USE WITH ITEM 2L. CHANNEL SHAPED, ATTACHED

TO FLOOR AND CEILING WITH FASTENERS 24 IN. OC. MAX.

BAILEY METAL PRODUCTS LTD — TYPE PLATINUM PLUS

2. STEEL STUDS — CHANNEL SHAPED, 3-5/8 IN. DEEP (MIN), FORMED FROM MIN NO.

25 MSG GALV STEEL SPACED 24 IN. OC MAX. STUDS TO BE CUT 3/4 IN. LESS THAN

ASSEMBLY HEIGHT.

2A. FRAMING MEMBERS* — STEEL STUDS — AS AN ALTERNATE TO ITEM 2 —

CHANNEL SHAPED STUDS, MIN 3-5/8 IN. DEEP, SPACED A MAX OF 24 IN. OC. STUDS

TO BE CUT 3/4 IN. LESS THAN ASSEMBLY HEIGHT.

ALLSTEEL & GYPSUM PRODUCTS INC — TYPE SUPREME FRAMING SYSTEM

CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — TYPE SUPREME

FRAMING SYSTEM

QUAIL RUN BUILDING MATERIALS INC — TYPE SUPREME FRAMING SYSTEM

SCAFCO STEEL STUD MANUFACTURING CO — TYPE SUPREME FRAMING SYSTEM

STEEL CONSTRUCTION SYSTEMS INC — TYPE SUPREME FRAMING SYSTEM

UNITED METAL PRODUCTS INC — TYPE SUPREME FRAMING SYSTEM

2B. FRAMING MEMBERS* — STEEL STUDS — NOT SHOWN — IN LIEU OF ITEM 2 —

FOR USE WITH ITEM 1B, PROPRIETARY CHANNEL SHAPED STEEL STUDS, 1-1/4 IN.

WIDE BY MIN 3-5/8 IN. DEEP FABRICATED FROM MIN 0.020 IN. THICK GALV STEEL.

STUDS CUT 3/4 IN. LESS IN LENGTH THAN ASSEMBLY HEIGHT.

CALIFORNIA EXPANDED METAL PRODUCTS CO — VIPER20™

CRACO MFG INC — SMARTSTUD20™

MARINO/WARE, DIV OF WARE INDUSTRIES INC — VIPER20™

2C. STEEL STUDS — (AS AN ALTERNATE TO ITEM 2, FOR USE WITH ITEM 4E) —

CHANNEL SHAPED, FABRICATED FROM MIN 20 MSG CORROSION-PROTECTED OR

GALV STEEL, 3-1/2 IN. MIN DEPTH, SPACED A MAX OF 16 IN. OC. STUDS FRICTION-

FIT INTO FLOOR AND CEILING RUNNERS. STUDS TO BE CUT 5/8 TO 3/4 IN. LESS

THAN ASSEMBLY HEIGHT.

2D. FRAMING MEMBERS* — STEEL STUDS — AS AN ALTERNATE TO ITEMS 2

THROUGH 2C— FOR USE WITH ITEM 1D AND 4G ONLY, CHANNEL SHAPED STUDS, MIN

3-5/8 IN. WIDE FABRICATED FROM MIN 0.018 IN. THICK GALV STEEL, SPACED A MAX

OF 24 IN. OC. STUDS TO BE CUT 1/2 IN. LESS THAN ASSEMBLY HEIGHT.

CLARKDIETRICH BUILDING SYSTEMS — CD PROSTUD

DMFCWBS L L C — PROSTUD

MBA METAL FRAMING — PROSTUD

RAM SALES L L C — RAM PROSTUD

STEEL STRUCTURAL PRODUCTS L L C — TRI-S PROSTUD

2E. FRAMING MEMBERS* — STEEL STUDS — AS AN ALTERNATE TO ITEMS 2

THROUGH 2D — FOR USE WITH ITEM 1E AND 4I ONLY, CHANNEL SHAPED STUDS, MIN

3-5/8 IN. WIDE FABRICATED FROM MIN 0.018 IN. THICK GALV STEEL, SPACED A MAX

OF 24 IN. OC. STUDS TO BE CUT 1/2 IN. LESS THAN ASSEMBLY HEIGHT.

TELLING INDUSTRIES L L C — TRUE-STUD™

2F. FRAMING MEMBERS* — STEEL STUDS — AS AN ALTERNATE TO ITEMS 2

THROUGH 2E — FOR USE WITH ITEM 1F, CHANNEL SHAPED STUDS, MIN 3-5/8 IN.

WIDE FABRICATED FROM MIN 25 MSG STEEL, SPACED A MAX OF 24 IN. OC. STUDS

TO BE CUT 1/2 IN. LESS THAN ASSEMBLY HEIGHT.

KIRII (HONG KONG) LTD — TYPE KIRII

2G. FRAMING MEMBERS* — STEEL STUDS — NOT SHOWN — IN LIEU OF ITEM 2

THROUGH 2F — FOR USE WITH ITEM 1G. PROPRIETARY CHANNEL SHAPED STUDS,

MINIMUM 3-5/8 IN. WIDE, STUDS TO BE CUT 1/2 IN. LESS THAN THE ASSEMBLY

HEIGHT.

STUDCO BUILDING SYSTEMS — CROCSTUD

2H. FRAMING MEMBERS* — STEEL STUDS — NOT SHOWN — IN LIEU OF ITEM 2 —

FOR USE WITH ITEM 1I, PROPRIETARY CHANNEL SHAPED STEEL STUDS, 1-1/4 IN.

WIDE BY MIN 3-5/8 IN. DEEP FABRICATED FROM MIN 0.020 IN. THICK GALV STEEL.

STUDS CUT 3/4 IN. LESS IN LENGTH THAN ASSEMBLY HEIGHT.

TELLING INDUSTRIES L L C — VIPER20™

2I. FRAMING MEMBERS* — STEEL STUDS — IN LIEU OF ITEM 2 — FOR USE WITH

ITEM 1, CHANNEL SHAPED STUDS, FABRICATED FROM MIN 25 MSG CORROSION-

PROTECTED STEEL, 3-5/8 IN. DEEP (MIN), SPACED 24 IN. OC MAX. STUDS TO BE CUT

3/4 IN. LESS THAN ASSEMBLY HEIGHT.

EB MÉTAL INC — EB STUD

2J. FRAMING MEMBERS* — STEEL STUDS — IN LIEU OF ITEM 2 — FOR USE WITH

ITEM 1, CHANNEL SHAPED STUDS, FABRICATED FROM MIN 25 MSG CORROSION-

PROTECTED STEEL, 3-5/8 IN. DEEP (MIN), SPACED 24 IN. OC MAX. STUDS TO BE CUT

3/4 IN. LESS THAN ASSEMBLY HEIGHT.

OLMAR SUPPLY INC — PRIMESTUD

2K. FRAMING MEMBERS* — STEEL STUDS — AS AN ALTERNATE TO ITEM 2 — FOR

USE WITH ITEM 1B (3-5/8 IN. WIDE TRACK), CHANNEL SHAPED STUDS, FABRICATED

FROM MIN 25 MSG CORROSION-PROTECTED STEEL, 1-1/4 IN. WIDE BY 3-5/8 IN.

DEEP, SPACED A MAX OF 24 IN. OC. STUDS TO BE CUT 3/8 TO 3/4 IN. LESS THAN

ASSEMBLY HEIGHT.

MARINO/WARE, DIV OF WARE INDUSTRIES INC — STUDRITE™

2L. FRAMING MEMBERS* — STEEL STUDS — AS AN ALTERNATE TO ITEM 2 — FOR

USE WITH ITEM 1J, CHANNEL SHAPED, MIN 3-5/8 IN. WIDE, SPACED A MAX OF 24

IN. OC. STUDS TO BE CUT 3/8 TO 3/4 IN. LESS THAN ASSEMBLY HEIGHT.

BAILEY METAL PRODUCTS LTD — TYPE PLATINUM PLUS

3. BATTS AND BLANKETS* — (OPTIONAL) — MINERAL WOOL OR GLASS FIBER BATTS

PARTIALLY OR COMPLETELY FILLING STUD CAVITY.

SEE BATTS AND BLANKETS (BZJZ) CATEGORY FOR NAMES OF CLASSIFIED

COMPANIES.

3A. FIBER, SPRAYED* — AS AN ALTERNATE TO BATTS AND BLANKETS (ITEM 3) —

(100% BORATE FORMULATION) — SPRAY APPLIED CELLULOSE MATERIAL. THE

FIBER IS APPLIED WITH WATER TO COMPLETELY FILL THE ENCLOSED CAVITY IN

ACCORDANCE WITH THE APPLICATION INSTRUCTIONS SUPPLIED WITH THE PRODUCT

WITH A NOMINAL DRY DENSITY OF 2.7 LB/FT3. ALTERNATE APPLICATION METHOD:

THE FIBER IS APPLIED WITHOUT WATER OR ADHESIVE AT A NOMINAL DRY DENSITY

OF 3.5 LB/FT3, IN ACCORDANCE WITH THE APPLICATION INSTRUCTIONS SUPPLIED

WITH THE PRODUCT.

U S GREENFIBER L L C — INS735& INS745 FOR USE WITH WET OR DRY

APPLICATION. INS765LD AND INS770LD ARE TO BE USED FOR DRY APPLICATION

ONLY

3B. FIBER, SPRAYED* — AS AN ALTERNATE TO BATTS AND BLANKETS (ITEM 3) AND

ITEM 3A — SPRAY APPLIED CELLULOSE INSULATION MATERIAL. THE FIBER IS

APPLIED WITH WATER TO INTERIOR SURFACES IN ACCORDANCE WITH THE

APPLICATION INSTRUCTIONS SUPPLIED WITH THE PRODUCT. APPLIED TO

COMPLETELY FILL THE ENCLOSED CAVITY. MINIMUM DRY DENSITY OF 4.3 POUNDS

PER CUBIC FT.

NU-WOOL CO INC — CELLULOSE INSULATION

3C. FIBER, SPRAYED* — AS AN ALTERNATE TO BATTS AND BLANKETS (ITEM 3) —

SPRAY APPLIED CELLULOSE FIBER. THE FIBER IS APPLIED WITH WATER TO

COMPLETELY FILL THE ENCLOSED CAVITY IN ACCORDANCE WITH THE APPLICATION

INSTRUCTIONS SUPPLIED WITH THE PRODUCT. THE MINIMUM DRY DENSITY SHALL

BE 4.30 LBS/FT3.

INTERNATIONAL CELLULOSE CORP — CELBAR-RL

3D. BATTS AND BLANKETS* — FOR USE WITH ITEM 8. NOM 3 IN. THICK, MINIMUM

3.4 PCF MINERAL WOOL BATTS, FRICTION FIT BETWEEN THE STUDS AND FLOOR

AND CEILING RUNNERS.

SEE BATTS AND BLANKETS (BZJZ) CATEGORY FOR NAMES OF MANUFACTURERS.

3E. BATTS AND BLANKETS* — FOR USE WITH ITEM 4P. PLACED IN STUD CAVITIES,

ANY MIN. 3-1/2 IN. THICK GLASS FIBER INSULATION BEARING THE UL

CLASSIFICATION MARKING AS TO SURFACE BURNING CHARACTERISTICS AND/OR FIRE

RESISTANCE. SEE BATTS AND

BLANKETS (BKNV OR BZJZ) CATEGORIES FOR NAMES OF CLASSIFIED COMPANIES.

4. GYPSUM BOARD* — 5/8 IN. THICK, 4 FT WIDE, ATTACHED TO STEEL STUDS AND

FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 8 IN.

OC. ALONG EDGES OF BOARD AND 12 IN. OC IN THE FIELD OF THE BOARD. JOINTS

ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY.

WHEN ATTACHED TO ITEM 6 (RESILIENT CHANNELS) OR 6A, 6B OR 6C (FURRING

CHANNELS), GYPSUM BOARD IS SCREW ATTACHED TO FURRING CHANNELS WITH 1

IN. LONG, TYPE S STEEL SCREWS SPACED 12 IN. OC.

ACADIA DRYWALL SUPPLIES LTD — TYPE X, 5/8 TYPE X, TYPE BLUEGLASS

EXTERIOR SHEATHING

AMERICAN GYPSUM CO — TYPES AG-C, AGX-1, M-GLASS

BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO — TYPE DBX-1

CGC INC — TYPES AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, USGX, WRC OR WRX

(JOINT TAPE AND COMPOUND, ITEM 5, OPTIONAL FOR USE WITH TYPE USGX)

CERTAINTEED GYPSUM INC — TYPES 1, EGRG, GLASROC, TYPE X, TYPE X-1, TYPE C,

SILENTFX, 5/8" EASI-LITE TYPE X

CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — TYPES LGFC2A,

LGFC6A, LGFC-C/A, LGFC-WD, LGLLX

GEORGIA-PACIFIC GYPSUM L L C — TYPES 5, 6, 9, C, DAP, DD, DA, DAPC, DGG, DS,

GPFS6, LS, , TYPE X, VENEER PLASTER BASE - TYPE X, WATER RATED - TYPE X,

SHEATHING - TYPE X, SOFFIT - TYPE X, TG-C, GREENGLASS TYPE X, TYPE X

COMFORTGUARD SOUND DEADENING GYPSUM BOARD, TYPE LWX, VENEER PLASTER

BASE-TYPE LWX, WATER RATED-TYPE LWX, SHEATHING TYPE-LWX, SOFFIT-TYPE

LWX, TYPE DGLW, WATER RATED-TYPE DGLW, SHEATHING TYPE- DGLW, SOFFIT-

TYPE DGLW, TYPE LW2X, VENEER PLASTER BASE - TYPE LW2X, WATER RATED -

TYPE LW2X, SHEATHING - TYPE LW2X, SOFFIT - TYPE LW2X, TYPE DGL2W, WATER

RATED - TYPE DGL2W, SHEATHING - TYPE DGL2W

NATIONAL GYPSUM CO — TYPES EXP-C, FSK, FSK-C, FSK-G, FSMR-C, FSW-C, FSW-G,

FSW, FSW-3, FSW-5, FSW-6, FSW-8, FSL

PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — TYPES PG-C, PG-9, PG-11,

PGS-WRS

PANEL REY S A — TYPES GREX, PRC, PRC2, PRX, RHX, MDX, ETX

SAINT-GOBAIN GYPROC MIDDLE EAST FZE — TYPE GYPROC FIRESTOP, GYPROC

FIRESTOP MR, GYPROC FIRESTOP M2TECH, GYPROC FIRESTOP ACTIV'AIR, GYPROC

FIRESTOP MR ACTIV'AIR, GYPROC FIRESTOP M2TECH ACTIV'AIR, GYPROC DURALINE,

GYPROC DURALINE MR, GYPROC DURALINE M2TECH, GYPROC DURALINE ACTIV'AIR,

GYPROC DURALINE MR ACTIV'AIR, GYPROC DURALINE M2TECH ACTIV'AIR

SIAM GYPSUM INDUSTRY (SARABURI) CO LTD — TYPE EX-1

THAI GYPSUM PRODUCTS PCL — TYPE X, TYPE C

UNITED STATES GYPSUM CO — TYPE AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX,

SHX, WRC, WRX, USGX (JOINT TAPE AND COMPOUND, ITEM 5, OPTIONAL FOR USE

WITH TYPE USGX)

USG BORAL ZAWAWI DRYWALL L L C SFZ — TYPES C, SCX

USG MEXICO S A DE C V — TYPE AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, USGX,

WRC OR WRX (JOINT TAPE AND COMPOUND, ITEM 5, OPTIONAL FOR USE WITH TYPE

USGX)

4A. GYPSUM BOARD* — (AS ALTERNATE TO ITEM 4) — NOM 5/8 IN. THICK GYPSUM

PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY OR

HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE

STUD CAVITY ON OPPOSITE SIDES OF STUDS. HORIZONTAL EDGE JOINTS AND

HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED

OR BACKED BY STEEL FRAMING. PANELS ATTACHED TO STEEL STUDS AND FLOOR

RUNNER WITH 1 IN. LONG TYPE S STEEL SCREWS SPACED 8 IN. OC WHEN APPLIED

HORIZONTALLY, OR 8 IN. OC ALONG VERTICAL AND BOTTOM EDGES AND 12 IN. OC IN

THE FIELD WHEN PANELS ARE APPLIED VERTICALLY. WHEN USED IN WIDTHS OTHER

THAN 48 IN., GYPSUM PANELS TO BE INSTALLED HORIZONTALLY.

CERTAINTEED GYPSUM INC — TYPE X, TYPE X-1, TYPE C, TYPE EGRG/ GLASROC.

CGC INC — TYPES AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, USGX, WRC OR WRX

(JOINT TAPE AND COMPOUND, ITEM 5, OPTIONAL FOR USE WITH TYPE USGX)

CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — TYPES LGFC2A,

LGFC6A, LGFC-C/A, LGFC-WD

GEORGIA-PACIFIC GYPSUM L L C — TYPES DAP, DAPC, DGG, DS

SAINT-GOBAIN GYPROC MIDDLE EAST FZE — TYPE GYPROC FIRESTOP, GYPROC

FIRESTOP MR, GYPROC FIRESTOP M2TECH, GYPROC FIRESTOP ACTIV'AIR, GYPROC

FIRESTOP MR ACTIV'AIR, GYPROC FIRESTOP M2TECH ACTIV'AIR, GYPROC DURALINE,

GYPROC DURALINE MR, GYPROC DURALINE M2TECH, GYPROC DURALINE ACTIV'AIR,

GYPROC DURALINE MR ACTIV'AIR, GYPROC DURALINE M2TECH ACTIV'AIR

THAI GYPSUM PRODUCTS PCL — TYPE X, TYPE C

UNITED STATES GYPSUM CO — TYPES AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR,

SCX, SHX, WRC, WRX, USGX (JOINT TAPE AND COMPOUND, ITEM 5, OPTIONAL FOR

USE WITH TYPE USGX)

USG BORAL ZAWAWI DRYWALL L L C SFZ — TYPES C, SCX

USG MEXICO S A DE C V — TYPE AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, USGX,

WRC OR WRX (JOINT TAPE AND COMPOUND, ITEM 5, OPTIONAL FOR USE WITH TYPE

USGX)

4B. GYPSUM BOARD* — (AS AN ALTERNATE TO ITEMS 4 OR 4A) — NOM 3/4 IN. THICK, 4 FT

WIDE, INSTALLED AS DESCRIBED IN ITEM 4A WITH SCREW LENGTH INCREASED TO 1-1/4 IN.

CGC INC — TYPES AR, IP-AR

UNITED STATES GYPSUM CO — TYPES AR, IP-AR

USG MEXICO S A DE C V — TYPES AR, IP-AR

4C. GYPSUM BOARD* — AS AN ALTERNATE TO ITEMS 4, 4A, AND 4B — NOM. 5/8 IN. THICK

GYPSUM PANELS, WITH SQUARE EDGES, APPLIED HORIZONTALLY. GYPSUM PANELS

FASTENED TO FRAMING WITH 1 IN. LONG BUGLE HEAD STEEL SCREWS SPACED A MAX 8

IN. OC, WITH LAST 2 SCREWS 3/4 IN. AND 4 IN. FROM EACH EDGE OF BOARD. HORIZONTAL

JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND

HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF STUDS ON INTERIOR WALLS NEED

NOT BE STAGGERED OR BACKED BY STEEL FRAMING.

GEORGIA-PACIFIC GYPSUM L L C — TYPE DGG, GREENGLASS TYPE X

4D. GYPSUM BOARD* — AS AN ALTERNATE TO ITEMS 4, 4A, 4B, AND 4C — NOM. 5/8 IN.

THICK GYPSUM PANELS APPLIED VERTICALLY OR HORIZONTALLY. HORIZONTAL EDGE

JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE

STAGGERED OR BACKED BY STEEL FRAMING. GYPSUM PANELS FASTENED TO FRAMING

WITH 1 IN. LONG TYPE S STEEL SCREWS 8 IN. OC ALONG VERTICAL EDGES AND 12 IN. OC

IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY. WHEN GYPSUM PANELS APPLIED

HORIZONTALLY, FASTEN TO FRAMING WITH 1 IN. LONG TYPE S STEEL SCREWS SPACED 8

IN. OC ALONG VERTICAL EDGES AND IN THE FIELD. SCREWS SPACED A MAX 12 IN. ALONG

THE TOP AND BOTTOM EDGES OF THE WALL FOR BOTH VERTICAL AND HORIZONTAL

APPLICATIONS.

NATIONAL GYPSUM CO — TYPES EXP-C, FSK, FSK-C, FSK-G, FSL, FSW-C, FSW-G, FSW,

FSW-3, FSW-5, FSW-6, FSW-8, FSMR-C

4E. GYPSUM BOARD* — (AS AN ALTERNATE TO ITEMS 4 THROUGH 4D) — INSTALLED AS

DESCRIBED IN ITEM 4. 5/8 IN. THICK, 4 FT. WIDE, PAPER SURFACED, APPLIED VERTICALLY

ONLY AND FASTENED TO THE STUDS AND PLATES WITH 1 IN. LONG, TYPE S STEEL

SCREWS SPACED, 8 IN. OC. NOT TO BE USED WITH ITEM 6.

NATIO…