36C25918R0278-014.pdf

A S

S C

H E

D U

L E

D

AS SCHEDULED

A S

S C

H E

D U

L E

D

AS SCHEDULED

A S

S C

H E

D U

L E

D

AS SCHEDULED

3' - 0" FV

A S

S C

H E

D U

L E

D

0' - 2" AS SCHEDULED 0' - 2"

F1 A B CF2

2"

AS SCHEDULED

2"

0'

A S

S C

H E

D U

LE

D

GYP. BOARD,

TYP. BOTH SIDES

STEEL STUD

HEADER

HOLLOW METAL

STEEL DOOR

FRAME

DOOR LEAF

GYP. BD., TYP.

BOTH SIDES

HOLLOW METAL STEEL

DOOR FRAME

DOOR LEAF

(2) STEEL STUDS

JAMB ANCHORS

WOOD NAILER NESTED INTO

STEEL STUD

GYP. BD., TYP.

BOTH SIDES

HOLLOW METAL STEEL

DOUBLE EGRESS DOOR

FRAME

DOOR LEAF

(2) STEEL STUDS

JAMB ANCHORS

WOOD NAILER NESTED INTO

STEEL STUD

GYP. BOARD,

TYP. BOTH SIDES

STEEL STUD

HEADER

HOLLOW METAL

STEEL DOUBLE

EGRESS DOOR

FRAME

DOOR LEAF

A

EXISTING

EXTERIOR

WALL

EXISTING

EXTERIOR

WINDOW

5/8" TYPE 'X ' GYP BD

2 1/2" STEEL STUDS

@ 16" O.C.

2 1/2" BATT INSULATION

REMOVE EXISTING SILL AND

INSTALL NEW SOLID SURFACE SILL

1 1/2" DIA. BULLNOSE

/4

/4

/2

1 1/2"

1' - 0 7/8" FV

VARIES FV

PARTITION WALL BEYOND

CAULK

2 X WOOD

BLOCKING

CAULK

A

EXISTING

EXTERIOR WALL

EXISTING

EXTERIOR

WINDOW

BULKHEAD

CEILING

BEYOND

CEILING RE: REFLECTED

CEILING PLAN

5/8" TYPE 'X' GYP BD

2 1/2" STEEL STUD

2 1/2" BATT INSULATION

CAULK

GYP. BOARD,

TYP. BOTH SIDES

STEEL STUD

HEADER

5/8" TYPE 'X' GYP. BD

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER/ARCHITECT:

GRAND JUNCTION VAMC

Bldg 1 o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

2453 N. DELAWARE ST. INDIANAPOLIS, IN. 46205

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

575-13-101

MEP Engineer

APOGEE CONSULTING GROUP

7330 Chappel Hill Road, Suite 202 Raleigh, NC 27607

Tele: 919-858-7420

Interior Design

COOVERCLARK ASSOCIATES

1936 Market Street Denver, CO 80202

Tele: 303-783-0040

JOHN BARTMAN

john.bartman@va.gov 970-263-5016

C U s e rs

\a o g rz e w a lla

\D o c u m e n ts

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C e n tr a l F ile v G u id o n S u b s ta n d a rd

B e d s A ro g rz e w a lla

.r v t

1 ADDENDUM #1 04/06/2018

ADDENDUM #1

A-801

AROUJ

SCHEDULES

04/05/2018

13.1064ELIMINATION OF

SUBSTANDARD BEDS 3RD

FLOOR

Grand Junction VAMC Dept. of Veterans Affairs 2121 North Avenue Grand Junction, CO 81501

Door Schedule

Mark Door Type

Door Frame

Hdwe Set Fire Rating CommentsWidth Height Thickness Material Frame Type

Frame Material

Frame Finish

3009 B 3' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-05

3013 A 4' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-06

3014 A 3' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-04

3016 A 4' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-08 45 MIN.

3017 B 4' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-06

3017A A 3' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-02

3018 B 4' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-06

3018A A 3' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-02

3019 B 4' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-06

3019A A 3' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-02

3020 B 4' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-06

3020A A 3' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-02

3021 B 4' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-06

3021A A 3' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-02

3022 B 4' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-06

3022A A 3' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-02

3023 B 3' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-05

3024 B 3' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-05 45 MIN.

3025 C 5' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-10

3402 B 4' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-06

3402A A 3' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-02

3403 B 4' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-06

3403A A 3' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-02

3406 C 6' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-07

3406A C 4' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-03

3407 B 4' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-06

3407A A 3' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-02

3408 B 4' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-06

3408A A 3' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-02

3409 B 4' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-06

3409A A 3' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-02

3410 B 4' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-06

3410A A 3' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-02

3411 B 4' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-06

3411A A 3' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-02

3420 A 4' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-11 45 MIN.

3420A A 3' - 6" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-EX EXISTING. NO NEW WORK

3420B A 3' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-EX EXISTING. NO NEW WORK

3435 B 6' - 0" 6' - 6" 0' - 1 3/4" SCWD F2 HM PT HW-01 45 MIN. DOUBLE EGRESS

3436 B 6' - 0" 6' - 6" 0' - 1 3/4" SCWD F2 HM PT HW-01 45 MIN. DOUBLE EGRESS

3470 B 4' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-09

3471 B 4' - 0" 7' - 0" 0' - 1 3/4" SCWD F1 HM PT HW-09

Room Area

Room Number Room Type Area Comments

3000 CORRIDOR 639 SF

3001 CORRIDOR 849 SF

3002 CORRIDOR 743 SF

3004 EMS 36 SF

3007 (E) BIO-HAZ 113 SF

3009 DICT. 42 SF

3013 TUB ROOM 164 SF

3013A SHWR. 46 SF

3014A DUCTWORK 80 SF

3015 TRANSFORMER 39 SF

3016 EQUIPMENT STORAGE 189 SF

3017 PATIENT ROOM 168 SF

3017A TOILET 52 SF

3018 PATIENT ROOM 173 SF

3018A TOILET 52 SF

3019 PATIENT ROOM 173 SF

3019A TOILET 52 SF

3020 PATIENT ROOM 167 SF

3020A TOILET 55 SF

3021 PATIENT ROOM 171 SF

3021A TOILET 53 SF

3022 PATIENT ROOM 223 SF

3022A TOILET 52 SF

3023 OFFICE 122 SF

3024 HOUSE- KEEPING STORAGE 124 SF

3025 INFUSION ROOM 309 SF

3030 DATA 75 SF

3031 TOILET 59 SF

3032 CLEAN LINEN 105 SF

3033 TLT. Not Placed

3033 ELECT. 8 SF

3034 PATIENT ROOM Not Placed

3035 TLT. Not Placed

3042 PATIENT ROOM Not Placed

3043 TLT. Not Placed

3044 PATIENT ROOM Not Placed

3045 TLT. Not Placed

3046 PATIENT ROOM Not Placed

3047 TLT. Not Placed

3048 PATIENT ROOM Not Placed

3049 TLT. Not Placed

3050 PATIENT ROOM Not Placed

3051 TLT. Not Placed

3401 EQUIPMENT STORAGE Not Placed

3401 ANTE ROOM 83 SF

3401A ISOLATION ROOM 215 SF

3402 PATIENT ROOM 186 SF

3402A TOILET 52 SF

3403 PATIENT ROOM 188 SF

3403A TOILET 55 SF

3404 NUTRITION 105 SF

3405 DICTATION 108 SF

3406 BAR. PATIENT ROOM 212 SF

3406A TOILET 59 SF

3407 PATIENT ROOM 175 SF

3407A TOILET 52 SF

3408 PATIENT ROOM 174 SF

3408A TOILET 51 SF

3409 PATIENT ROOM 169 SF

3409A TOILET 52 SF

3410 PATIENT ROOM 174 SF

3410A TOILET 51 SF

3411 PATIENT ROOM 174 SF

3411A TOILET 50 SF

3417 NURSES STATION 414 SF

3417A CONF/STAFF LOUNGE 251 SF

3420 CLEAN SUPPLIES 188 SF

3420A JANITOR STORAGE 42 SF

3420B JANITOR 45 SF

3430 STAIR 202 SF

3431 O2 22 SF

3432 IT 24 SF

3441 XXX 11 SF

3604 MECHANICAL 724 SF

Grand total: 74 9439 SF

1/2" = 1'-0"

DOOR FRAME & ELEVATION

3" = 1'-0"

HEAD DETAIL

3" = 1'-0"

JAMB DETAIL

3" = 1'-0"

JAMB DETAIL - DOUBLE EGRESS

3" = 1'-0"

HEAD DETAIL - DOUBLE EGRESS

1 1/2" = 1'-0"

EXTERIOR WINDOW SILL DETAIL

1 1/2" = 1'-0"

EXTERIOR WINDOW HEAD DETAIL

3" = 1'-0"

UNCASED OPENING HEAD DETAIL

E

H R

F B

E

H R

F B

E 2 HR FB E 2 HR FB

E 2 HR FB E 2 HR FB

E

H R

F B

E

H R

F B

E

H R

F B

E

H R

F B

E

H R

F B

E 2 HR FB E 2 HR FB

E 2 HR FB

E 2 HR FB

E 2 HR FB E 2 HR FB

E

H R

F B

E

H R

F B

E 2 HR FB E 2 HR FB

E

H R

F B

E S

P E

S P

E S

P E

S P

E SP E SP

E

H R

F B

E 2 HR FB

E 2 HR FB

E 2 HR FB

E 2 HR FB

E

H R

F B

E SP

E S

P

E SP

E S

P

E S

P

E S

P E

S P

E S

P

E SP

SP SPSP

S P

S P

S P

S P

SP SPSP SP SP SP SP SP SP SP SP SP SP SP SP

S P

S P

S P

S P

S P

S P

S P

SP SPSP SP SP SP SP SP SP SP SP SP SP SP SP

S P

S P

S P

SP SP

S P

S P

SP SP

SPSP SPSPSPSPSPSP SPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSP

H

R F

B

H R

F B

H

R F

B

1 HR FB 1 HR FB1

H

R F

B

H R

F B

H

R F

B

1 HR FB

H

R F

B

1 HR FB

1 HR FB1 HR FB 1 HR FB

H

R F

B

1 HR FB 1 HR FB1 HR FB

H

R F

B

H

R F

B

H R

F B

H

R F

B

1 HR FB 1 HR FB

1 HR FB1 HR FB

H

R F

B

H R

F B

H

R F

B

H R

F B

H

R F

B

1 HR FB1 HR FB

2 HR FB

2 HR FB2 HR FB

H

R F

B

H

R F

B

H

R F

B

E 2 HR FB

E SP

SP

1 HR FB

2 HR FB

Linen StorageLinen Storage Sub-Station

Sub-Station

Linen Storage Linen StorageSub-Station

Sub-Station

TOILET

3019A

PATIENT

ROOM

3019 TOILET

3018A

PATIENT

ROOM

TOILET

3017A

PATIENT

ROOM

EQUIPMENT

STORAGE

OFFICE

HOUSE-

KEEPING

STORAGE

TUB ROOM

SHWR.

3013A

DICT.

JANITOR

3420B

JANITOR

STORAGE

3420A

CLEAN

SUPPLIES

CORRIDOR

O2

CLEAN

LINEN

DATA

TOILET

(E)

BIO-HAZ

IT

ISOLATION

ROOM

3401A

PATIENT

ROOM

PATIENT

ROOM

TOILET

3402A TOILET

3403A

INFUSION

ROOM

TOILET

3022A

TOILET

3021APATIENT

ROOM

TOILET

3020A

PATIENT

ROOM

PATIENT

ROOM

TRANSFORMER

DUCTWORK

3014A

ELECT.

Sub-StationMedsSub-Station

BAR.

PATIENT

ROOM

TOILET

3406A

PATIENT

ROOM

TOILET

3407A

PATIENT

ROOM

TOILET

3408A

PATIENT

ROOM

TOILET

3411A

PATIENT

ROOM

3410TOILET

3410A

PATIENT

ROOM

TOILET

3409A

DICTATION

3405 NUTRITION

MECHANICAL

TUB

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

A

B

C

D

EXT.

FE

EXT.

FE

FEC

INSTALL TEMPORARY NFPA

241 TEMPORARY BARRIER

ACCORDING TO INFECTION

CONTROL RISK

ASSESSMENT GUIDELINES.

3402A

NURSES

STATION

CONF/STAFF

LOUNGE

3417A

EXITEXIT

EXIT

EXIT EXIT

PHASE A PHASE B

'-4

MAX DISTANCE: 50'-0"

MAX TRAVEL DISTANCE: 97'-6"

M A

X T

R A

V E

L D

IS

T

A N

C E

'-6

MAX TRAVEL DISTANCE: 89'-0"

EMS

MAX DISTANCE: 108'-0"

EXT.

FE

FEC

EXISTING SMOKE PARTITION

EXISTING TWO HOUR FIRE BARRIER

NEW SMOKE PARTITION

EXISTING FIRE EXTINGUISHER

NEW FIRE EXTINGUISHER CABINET

PATH OF EGRESS

LIFE SAFETY LEGEND

TOTAL OCCUPANCY

EXITS REQUIRED

Occ.

15100 1150 SF

OCCUPANCY LOAD FACTOR

SQUARE FOOTAGE

OCCUPANCY TYPE

NOT IN CONTRACT, EXISTING TO REMAIN.

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

TEMPORARY CONSTRUCTION BARRIER

CODE CRITERIA

GENERAL: THIS SUMMARY OF CODE REQUIREMENTS IS BASED PRIMARILY ON NFPA 101 (LSC). DESIGN

FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY

WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE IDENTIFIED. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE USED EXCLUSIVELY (THIS APPLIES EVEN IF THE IBC REQUIREMENTS ARE

DIFFERENT).

LOCAL CODES: AS AN AGENCY OF THE FEDERAL GOVERNMENT, VA IS NOT SUBJECT TO LOCAL

IMPOSITION OF CODE ENFORCEMENT PROCEDURES (DRAWING REVIEWS, BUILDING PERMITS,

INSPECTIONS, FEES, ETC.). VA MUST FUNCTION AS THE AUTHORITY HAVING JURISDICTION (AHJ) AND THUS HAS THE RESPONSIBILITY TO GUARD PUBLIC HEALTH AND SAFETY THROUGH ENFORCING ITS

ADOPTED CODES.

NOTES:

CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND STANDARDS AND VA REQUIREMENTS – SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS AND VA ADOPTED NATIONALLY RECOGNIZED

CODES AND STANDARDS, THE CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF VA. THE

RESOLUTION OF THE CONFLICT SHALL BE MADE BY THE AUTHORITY HAVING JURISDICTION FOR VA TO

ENSURE A CONSISTENCY SYSTEM WIDE.

CODE REVIEW

THE 2015 EDITION OF THE LIFE SAFETY CODE, NFPA 101, HAS BEEN USED TO REVIEW THIS PROJECT FOR COMPLIANCE WITH THE FIRE AND LIFE SAFETY REQUIREMENTS. FOR FEATURES NOT ADDRESSED BY NFPA 101 AND THE REFERENCED NATIONAL FIRE CODES, THE 2015 EDITION OF THE INTERNATIONAL

BUILDING CODE HAS BEEN USED.

PROJECT SCOPE

THE EXISTING BUILDING EAST AND WEST WINGS ON THIRD FLOOR ARE UNDERGOING A REMODEL AND WILL BE USED FOR PATIENT SUITES. THE OCCUPANCY IS A GROUP I, INSTITUTIONAL OCCUPANCY.

CODE ANALYSIS

THE CONSTRUCTION TYPE IS DETERMINED BASED UPON THE ALLOWABLE AREA AND HEIGHT

REQUIREMENTS OF CHAPTER 5 OF THE 2015 IBC. CONSTRUCTION TYPE AND MATERIALS SHALL BE PER

CHAPTER 6 OF THE IBC FOR TYPE I-A AND LSC 1 (332) CONSTRUCTION AS FOLLOWS:

1. OCCUPANCY TYPE: I-2 INSTITUTIONAL, IBC CHAPTER 3/LSC CHAPTER 18 HEALTHCARE

2. CONSTRUCTION TYPE: I-A (IBC CHAPTER 5)

3. FIRE RESISTIVE RATINGS TYPE 1-A CONSTRUCTION, CHAPTER 6 IBC/NFPA 101:

STRUCTURAL FRAME: NONCOMBUSTIBLE, 1-HOUR FIRE RESISTIVE

BEARING WALLS

EXTERIOR: NONCOMBUSTIBLE, 3 -HOUR FIRE RESISTIVE

INTERIOR: NONCOMBUSTIBLE, 3-HOUR FIRE RESISTIVE

NON-BEARING WALLS AND PARTITIONS

EXTERIOR: NONCOMBUSTIBLE, 0-HOUR FIRE RESISTIVE

INTERIOR: NONCOMBUSTIBLE, 0-HOUR FIRE-RESISTIVE

FLOOR: NONCOMBUSTIBLE, 2-HOUR FIRE RESISTIVE

ROOF: NONCOMBUSTIBLE, 1.5-HOUR FIRE RESISTIVE

SHAFT ENCLOSURES 2-HOUR FIRE RESISTIVE >4 STORIES (IBC 713.4, LSC 12.3.6)

SHAFT ENCLOSURES 1-HOUR FIRE RESISTIVE <4 STORIES (IBC 713.4, LSC 12.3.6)

4. STRUCTURAL DESIGN SHALL COMPLY WITH CHAPTER 16 OF THE IBC.

5. ALLOWABLE HEIGHT: UNLIMITED FT (IBC, TABLE 504.3)

6. ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLAN: 4 (IBC, TABLE 504.4)

7. ALLOWABLE AREA: FULLY SPRINKLED: ALLOWABLE AREA: UNLIMITED (IBC, TABLE 506.2)

8. MEANS OF EGRESS

• CLEAR WIDTH OF CORRIDORS SHALL BE CLEAR 8 FEET.

• AISLES, CORRIDORS, AND RAMPS IN ADJUNCT AREAS NOT INTENDED FOR THE HOUSING, TREATMENT, OR USE OF INPATIENTS SHALL BENT LESS THAN 44 IN. CLEAR AND UNOBSTRUCTED WIDTH.

• CLEAR WIDTH OF DOORS SHALL BE CLEAR 42 INCHES FROM SLEEPING ROOMS.

• CLEAR WIDTH OF DOORS SHALL BE CLEAR 32 INCHES

• NOT LESS THAN 2 EXITS SHALL BE PROVIDED PER FLOOR.

• ADDITION OCCUPANCY LOAD: <500 THEREFORE 2 EXITS REQUIRED (LSC 7.4.1)

• MAXIMUM TRAVEL DISTANCE, FULLY SPRINKLED: 200 FEET (LSC 18.2.6.2.1)

• COMMON PATH OF TRAVEL SHALL NOT EXCEED 100 FEET (LSC 18.2.5.3)

• DEAD END CORRIDORS SHALL NOT EXCEED 30 FEET. (LSC 18.2.5.2)

• MEANS OF EGRESS SHALL BE ILLUMINATED PER 7.9. (LSC 18.2.6.2.1)

• EMERGENCY LIGHTING SHALL BE PER 7.9. (LSC 18.2.9)

• EXIT SIGNAGE SHALL BE PROVIDED 7.10. (LSC 18.2.10)

9. WHERE GENERAL ANESTHESIA OR LIFE SUPPORT EQUIPMENT IS USED AND ESSENTIAL

ELECTRICAL SYSTEM PER NFPA 99 SHALL BE PROVIDED.

10. HAZARDOUS AREAS. ANY HAZARDOUS AREAS SHALL BE PROTECTED IN ACCORDANCE WITH

SECTION 8.7, AND THE AREAS DESCRIBED IN TABLE 18.3.2.1.2 SHALL BE PROTECTED AS

INDICATED. (LSC 18.3.2)

TABLE 18.3.2.1.2 HAZARDOUS AREA PROTECTION

• BOILER AND FUEL-FIRED HEATER ROOMS 1 HOUR CENTRAL/BULK LAUNDRIES LARGER THAN 100

FT2 1 HOUR.

• PAINT SHOPS EMPLOYING HAZARDOUS SUBSTANCES AND MATERIALS IN QUANTITIES LESS THAN

THOSE THAT WOULD BE CLASSIFIED AS A SEVERE HAZARD 1 HOUR.

• PHYSICAL PLANT MAINTENANCE SHOPS 1 HOUR.

• ROOMS WITH SOILED LINEN IN VOLUME EXCEEDING 64 GAL 1 HOUR

• ROOMS WITH COLLECTED TRASH IN VOLUME EXCEEDING 64 GAL 1 HOUR† MINIMUM FIRE

RESISTANCE RATING.

• STORAGE ROOMS LARGER THAN 50 FT2 BUT NOT EXCEEDING 100 FT2 AND STORING

COMBUSTIBLE MATERIAL.

• STORAGE ROOMS LARGER THAN 100 FT2 AND STORING COMBUSTIBLE MATERIAL 1 HOUR.

11. INTERIOR FINISH

• WALLS AND CEILINGS: INTERIOR FINISH FLAME SPREAD SHALL BE LIMITED PER CHAPTER 10.2

OF THE NFPA 101 TO CLASS A MATERIALS. (LSC 18.4.3.6.2)

• · CLASS A: FLAME SPREAD 0-25; SMOKE DEVELOPED 0-450.

• FLOORS: INTERIOR FLOOR FINISH SHALL BE CLASS I.

• FABRIC DRAPERIES, CURTAINS (EXCLUDING SHOWER CURTAINS, BUT INCLUDING CUBICLE

CURTAINS), AND OTHER LOOSELY HANGING FABRICS AND FILMS SERVING AS FURNISHINGS OR

DECORATIONS IN HEALTH CARE OCCUPANCIES MUST MEET THE FLAME RESISTANCE

REQUIREMENTS OF NFPA 701, STANDARD METHODS OF FIRE TESTS FOR FLAME-RESISTANT

TEXTILES AND FILMS.

• UPHOLSTERED FURNITURE AND MATTRESSES. UPHOLSTERED FURNITURE AND MATTRESSES

MUST ALSO MEET SPECIFIED REQUIREMENTS, BASED ON NFPA 260, NFPA 261, NFPA 266, 16 CFR

1632, ASTME E1537, AND ASTME E1590

12. EXTINGUISHMENTS REQUIREMENTS, PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED

PER NFPA 10.

15. DETECTION, ALARM, AND COMMUNICATIONS SYSTEMS.

• FIRE ALARM SYSTEM SHALL BE PROVIDED LSC, NFPA 70 (NEC) AND NFPA 72. (LSC 9.6.1)

• FIRE ALARM MAY BE BY MANUAL MEANS (LSC 18.3.4.2.1)(LSC 9.6.2)

• OCCUPANT NOTIFICATION SHALL BE THROUGH AUTOMATIC MEANS PER 9.6.3. (LSC 18.3.4.3)

• SMOKE DETECTION SHALL BE PROVIDED PER NFPA 72.

• EMERGENCY RESPONDER NOTIFICATION SHALL BE NOTIFIED BY ALARM AND DETECTION

SYSTEM PER 9.6.4. (LSC 18.3.4.3.2)

13. FIRE SUPPRESSION:

SPRINKLER SYSTEM: BUILDING IS REQUIRED TO BE SPRINKLED THROUGHOUT IN ACCORDANCE

WITH NFPA 13.

THE SPRINKLER SYSTEM SHALL BE HYDRAULICALLY DESIGNED IN ACCORDANCE WITH 2013

EDITION OF NFPA 13 AND THE SIXTH EDITION OF THE DEPARTMENT OF VETERANS AFFAIRS FIRE

PROTECTION DESIGN MANUAL: MINIMUM DESIGN REQUIREMENTS:

STORAGE MECHANICAL AND ELECTRICAL ROOMS SHALL BE PROTECTED AS:

ORDINARY HAZARD OCCUPANCY, GROUP 1: 0.15 GPM/FT2 OVER 1,500 FT2.

HOSE STREAM ALLOWANCE: 250 GPM

ALL OTHER AREAS SHALL BE PROTECTED AS:

LIGHT HAZARD OCCUPANCY: 0.10 GPM/FT2 OVER 1,500 FT2.

HOSE STREAM ALLOWANCE: 100 GPM

ALL SPRINKLERS WITHIN THE SMOKE ZONE SHALL BE QUICK RESPONSE SPRINKLERS.

REFER TO VA MANUAL PG-18-3 FOR ADDITIONAL CODES, STANDARDS, GUIDELINES AND

REGULATIONS, BELOW LISTING IS NOT COMPREHENSIVE.

ICC, INTERNATIONAL BUILDING CODES, 2018 EDITION (IBC)

ASCE-07-10

ACI 318-11

ACI 530-11

AISC 341-10

AISC 360-10

PCI MNL 120-10, DESIGN HANDBOOK

NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2013 EDITION

NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2016 EDITION

NFPA 14, STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEM, 2016 EDITION

NFPA 20, STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION,

2016 EDITION

NFPA 24, STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR

APPURTENANCE, 2016 EDITION.

NFPA 54 NATOINAL FUEL GAS CODE, 2015 EDITION

NFPA 70, NATIONAL ELECTRIC CODE, 2014 EDITION

NFPA 72, NATIONAL FIRE ALARM CODE, 2016 EDITION

NFPA 75, STANDARD FOR THE PROTECTION OF ELECTRICAL COMPUTER/DATA PROCESSING

EQUIPMENT, 2017 EDITION

NFPA 77, RECOMMENDED PRACTICE ON STATIC ELECTRICITY, 2014 EDITION

NFPA 80, STANDARD FOR FIRE DOORS AND FIRE WINDOWS, 2016 EDITION

NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING

SYSTEMS, 2015 EDITION.

NFPA 92, STANDARD FOR SMOKE CONTROL SYSTEMS, 2015 EDITION

NFPA 99, STANDARD FOR HEALTHCARE FACILITIES, 2015 EDITION

NFPA,99B, STANDARD FOR HYPOBARIC FACILITIES, 2015 EDITION

NFPA 101, LIFE SAFETY CODE, 2015 EDITION

NFPA 110, STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS

NFPA 220, STANDARD TYPES OF BUILDING CONSTRUCTION, 2015 EDITION.

NFPA 780, STANDARD FOR INSTALLATION OF LIGHTING PROTECTION SYSTEMS, 2017 EDITION

NFPA 54 TYPE 2 CLOTHES DRYER UL 705 DEDPY, 2015 EDITION

MOST RECENT EDITION OF NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA 5000

AND NFPA 900

ANSI A117.1-2009 STANDARD ON ACCESSIBLE & USABLE BUILDINGS AND FACILITIES

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS

ENERGY POLICY ACT OF 2005 (EPACT)

EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL ENVIRONMENTAL, ENERGY, AND

TRANSPORTATION MANAGEMENT.

GOVERNING CODES:CODE ANALYSIS - NFPA 101, CHAPTER 18

VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD

APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL INFORMATION LIBRARY (TIL)

(HTTP://WWW.CFM.VA.GOV/TIL/).

VA MENTAL HEALTH FACILITIES DESIGN GUIDE, DECEMBER 2010 (REV. 08/01/2014)

VA BARRIER FREE DESIGN GUIDE PG-18-13, ABAAS

ARCHITECTURAL, AUGUST 1, 2014

ASBESTOS ABATEMENT, JULY 2011

CMP SCHEDULE AND RISK MANAGEMENT, VOL. 1 & 2, DECEMBER 2012

ELECTRICAL, DECEMBER 2015

ENERGY SUSTAINABILITY, MAY 2014

EQUIPMENT, JANUARY 2006

ESTIMATING, MARCH 8, 2011

NFPA INTERIM GUIDANCE FOR PROJECTS, PG-18-17, SEPTEMBER 30, 2010

FIRE PROTECTION, SEVENTH EDITION REVISED DECEMBER 2015

HVAC FOR NEW, REPLACEMENT, ADD. AND REN. OF EXIST. CA FACILITIES, MARCH 2011

INTERIOR DESIGN, MAY 2008

PHYSICAL SECURITY DESIGN MANUAL, JANUARY 2015

PLUMBING, NOVEMBER 2014

STRUCTURAL, FEBRUARY 1, 2014

WAY FINDING AND SIGNAGE, INTERIOR, DECEMBER 2012

SEISMIC DESIGN REQUIREMENTS, H-18-8, AUGUST 2013

ENVIRONMENTAL PLANNING GUIDANCE PG-18-17 NEPA INTERIM GUIDELINES FOR

PROJECTS SEPTEMBER 30, 2010

ELEVATOR DESIGN MANUAL, AUGUST 2016

EPA GUIDELINES CHECKLIST

VA DESIGN MANUALS PG-18-10:

CONTINUOUS FIRESAFE SEALANT

TOP AND BOTTOM, & BOTH SIDES

3 1/2" SOUND ATTENUATION BATT

5/8" TYPE X GYPSUM BOARD, JOINTS

SEALED WITH FIRE TAPE, BOTH SIDES

3 5/8" METAL STUD @ 16" O.C. WITH

RUNNER CHANNELS FASTENED

ALONG TOP AND BOTTOM

CONSTRUCTION

SIDE

PUBLIC

SIDE

6 MIL. FIRE RETARDANT

POLYETHYLENE MEMBRANE. TAPE TO

STRUCTURAL DECK ABOVE AND TO

FLOOR BELOW WITH DUCT TAPE

UNDERSIDE OF STRUCTURAL DECK

UL LISTING: U465

COORDINATE WITH EXISTING

CEILING

PUBLIC

SIDE

45 MIN. FIRE RATED METAL DOOR

ASSEMBLY AND FRAME WITH SEALS,

CARD READER AND HARDWARE

TRIATEK MONITOR

HAND SANITIZER

SEAL ALL EDGES TO PROHIBIT THE

MIGRATION OF DUST, DIRT, AIR, AND

ODORS

SEAL ALL EDGES TO PROHIBIT THE

MIGRATION OF DUST, DIRT, AIR, AND

ODORS

REFER TO TEMPORARY BARRIER TYPE FOR

REQUIRED CONDITION TO STRUCTURE

ABOVE

VA / OSHA TEMPORARY SIGNAGE

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER/ARCHITECT:

GRAND JUNCTION VAMC

Bldg 1 o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

2453 N. DELAWARE ST. INDIANAPOLIS, IN. 46205

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

575-13-101

MEP Engineer

APOGEE CONSULTING GROUP

7330 Chappel Hill Road, Suite 202 Raleigh, NC 27607

Tele: 919-858-7420

Interior Design

COOVERCLARK ASSOCIATES

1936 Market Street Denver, CO 80202

Tele: 303-783-0040

JOHN BARTMAN

john.bartman@va.gov 970-263-5016

C U s e rs

\a o g rz e w a lla

\D o c u m e n ts

\1 .1

C e n tr a l F ile v G u id o n S u b s ta n d a rd

B e d s A ro g rz e w a lla

.r v t

1 ADDENDUM #1 04/06/2018

ADDENDUM #1

G-101

AROUJ

LIFE SAFETY PLAN

04/05/2018

13.1064ELIMINATION OF

SUBSTANDARD BEDS 3RD

FLOOR

Grand Junction VAMC Dept. of Veterans Affairs 2121 North Avenue Grand Junction, CO 81501

1/8" = 1'-0"

THIRD FLOOR LIFE SAFETY PLAN

N

1 1/2" = 1'-0"

TEMPORARY 1 HR FIRE RATED SMOKE BARRIER WALL CONSTRUCTION

1/4" = 1'-0"

TEMPORARY WALL CONSTRUCTION TYPICAL ELEVATION

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

A

B

C

D

Linen StorageLinen Storage Sub-Station

Sub-Station

Linen Storage Linen StorageSub-Station

Sub-Station

TOILET

3019A

PATIENT

ROOM

3019 TOILET

3018A

PATIENT

ROOM

TOILET

3017A

PATIENT

ROOM

EQUIPMENT

STORAGE

OFFICE

HOUSE-

KEEPING

STORAGE

TUB ROOM

SHWR.

3013A

DICT.

JANITOR

3420B

JANITOR

STORAGE

3420A

CLEAN

SUPPLIES

CORRIDOR

O2

CLEAN

LINEN

DATA

TOILET

(E)

BIO-HAZ

IT

ISOLATION

ROOM

3401A

PATIENT

ROOM

PATIENT

ROOM

TOILET

3402A TOILET

3403A

INFUSION

ROOM

TOILET

3022A

TOILET

3021APATIENT

ROOM

TOILET

3020A

PATIENT

ROOM

PATIENT

ROOM

TRANSFORMER

DUCTWORK

3014A

ELECT.

Sub-StationMedsSub-Station

BAR.

PATIENT

ROOM

TOILET

3406A

PATIENT

ROOM

TOILET

3407A

PATIENT

ROOM

TOILET

3408A

PATIENT

ROOM

TOILET

3411A

PATIENT

ROOM

3410TOILET

3410A

PATIENT

ROOM

TOILET

3409A

DICTATION

3405 NUTRITION

MECHANICAL

TUB

EXT.

FE

EXT.

FE

FEC

INSTALL TEMPORARY WALL

& DOOR ACCORDING TO

INFECTION CONTROL RISK

ASSESSMENT GUIDELINES.

PHASE A PHASE B

PHASE A LIMIT PHASE B LIMIT

3402A

CONF/STAFF

LOUNGE

3417A

NURSES

STATION

EMS

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

A

B

C

D

PHASE A PHASE B

2401 2402 2406 2408

2010A2010B

2007A2007B

20132015

GYM

2421 2422

GENERAL LIMITS OF

SCOPE OF WORK

NOT INCLUDED IN SCOPE

UNLESS ITEMS NOTED

OTHERWISE IN DRAWINGS

PHASING LEGEND:

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER/ARCHITECT:

GRAND JUNCTION VAMC

Bldg 1 o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

2453 N. DELAWARE ST. INDIANAPOLIS, IN. 46205

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

575-13-101

MEP Engineer

APOGEE CONSULTING GROUP

7330 Chappel Hill Road, Suite 202 Raleigh, NC 27607

Tele: 919-858-7420

Interior Design

COOVERCLARK ASSOCIATES

1936 Market Street Denver, CO 80202

Tele: 303-783-0040

JOHN BARTMAN

john.bartman@va.gov 970-263-5016

C U s e rs

\a o g rz e w a lla

\D o c u m e n ts

\1 .1

C e n tr a l F ile v G u id o n S u b s ta n d a rd

B e d s A ro g rz e w a lla

.r v t

1 ADDENDUM #1 04/06/2018

ADDENDUM #1

G-102

AROUJ

PHASING PLAN

04/05/2018

13.1064ELIMINATION OF

SUBSTANDARD BEDS 3RD

FLOOR

Grand Junction VAMC Dept. of Veterans Affairs 2121 North Avenue Grand Junction, CO 81501

1/8" = 1'-0"

THIRD FLOOR PHASING PLAN

N

1. Phase A: consists of the River Wing (East Wing) patient and support renovation. Work of this phase shall commence within 5 working days after approved Submittal Log, Schedule of Values, & Schedule.

a. A portion of the construction of this phase (primarily sanitary plumbing work and subsequent ceiling work to provide access) occurs on the floor below in Rehabilitation Therapy. All work on the 2nd Floor below must be scheduled in advance with the Contracting Officer’s Representative (COR).

b. Normal business hours for Rehabilitation Therapy are 8:00 am to 5:30 pm, Monday through Friday. Contractor may work off-hours at any time (evenings and weekends) with the understanding that all clean-up activities must occur prior to next day turnover to Owner and with prior approval of COR. No disruption of work during normal hours, UNO below.

c. The main 2nd Floor corridor must remain open at all times.

d. Under no circumstances can the entire Gymnasium be shut down at the same time, but approximately ½ of the area can be a construction work area with prior approval of the COR.

e. The Prosthetics area and Machine Shop (gypsumboard ceilings) are nearly in constant use.

Scheduling of this area in advance is critical and will likely require multiple internal phases.

1. Phase B: consists of the Mesa Wing (West Wing) patient and support renovation. Work of this phase shall commence within 3 working days after the East Wing is Substantially complete and ready for occupancy and commencement of construction of this phase.

a. A portion of the construction of this phase (primarily sanitary plumbing work and subsequent ceiling work to provide access) occurs on the floor below in Radiology. All work on the 2nd Floor below must be scheduled in advance with the Contracting Officer’s Representative

(COR).

b. Normal business hours for Radiology are 7:30 am to 5:00 pm, Monday through Friday.

Contractor may work off-hours at any time (evenings and weekends) with the understanding that all clean-up activities must occur prior to next day turnover to Owner and with prior approval of COR.

c. The main corridor must remain open at all times.

d. Under no circumstances can the General Radiography (room 2415-1) or Radiofluoroscopy

(room 2420-1) Treatment rooms be shut down at the same time. Critical scheduling must occur in advance prior to any construction activities in these rooms. Anticipate that an off-hour reconnaissance of the ceiling areas in these spaces must occur to fully understand the complexity of the ceiling spaces above these areas.

e. The current Ultrasound (room 2419-1) occupies ½ of a former film file area. Only a cubicle curtain separates Ultrasound from the remaining space. A partition wall (Type P1) must be constructed to separate the 2 areas. Construct the dust-proof barrier to the bottom of the deck in such a manner that it can remain in place upon completion of the ceiling construction.

1/8" = 1'-0"

SECOND FLOOR PHASING PLAN

NOTE: AN EXISTING PENDENT SPRINKLER SYSTE IS NOT

EFFECTIVE ONCE THE CEILING IN THE ROOM/AREA IS REMOVED.

AN ALTERNATIVE TO THE 1- HOUR CONSTRUCTION BARRIER IS TO

INSTALL TEMPORARY UPRIGHT SPRINKLERS DURING THE PERIOD

WHEN THE CEILING SYSTEM IS MISSING.

FINISHED FLOOR AND BASE.

RE: FINISH SCHEDULE

5/8" TYPE 'X' GYP BD,

BOTH SIDES

3 5/8" STEEL STUD @ 16" O.C.

BEAD OF CONT.

SEALANT, BOTH

SIDES

SOUND ATTENUATION BATT.

CEILING

RE: REFLECTED CEILING

PLANS

STEEL STUD

WALL BRACING

2" DEEP LEG SLIP

TRACK

FINISHED FLOOR

AND BASE. RE:

FINISH SCHEDULE

5/8" TYPE 'X' GYP

BD, RM SIDE ONLY

3 5/8" STEEL STUD

@ 16" O.C.

BEAD OF CONT.

SEALANT EACH SIDE

SOUND

ATTENUATION BATT.

CEILING

RE: REFLECTED

CEILING PLANS

STEEL STUD

WALL BRACING

2" DEEP LEG SLIP

TRACK

P1 3 5/8" STEEL STUD 1-HOUR PARTITION

UL DESIGN NO: U419

P2 3 5/8" STEEL STUD SHAFT PARTITION

FINISHED FLOOR

AND BASE. RE:

FINISH SCHEDULE

5/8" TYPE 'X' GYP

BD, PATIENT RM

SIDE ONLY

3 5/8" STEEL STUD

@ 16" O.C.

BEAD OF CONT.

SEALANT, BOTH

SIDES

SOUND ATTENUATION BATT.

CEILING

RE: REFLECTED

CEILING PLANS

STEEL STUD

WALL BRACING

2" DEEP LEG SLIP

TRACK

5/8" GLASS FACED

GYP BD, SHAFT SIDE

ONLY

FINISHED FLOOR

AND BASE. RE:

FINISH SCHEDULE

5/8" TYPE 'X' GYP

BD, RM SIDE ONLY

7/8" STEEL HAT

CHANNEL ATTACHED

TO EXT. COLUMN

BEAD OF CONT.

SEALANT EACH SIDE

CEILING

RE: REFLECTED

CEILING PLANS

P4 7/8" STEEL HAT CHANNEL PARTITION

'-0

M

IN

EXISTING COLUMN

FINISHED FLOOR

AND BASE. RE:

FINISH SCHEDULE

5/8" TYPE 'X' GYP

BD, PATIENT RM

SIDE ONLY

3 5/8" STEEL STUD

@ 16" O.C.

BEAD OF CONT.

SEALANT, BOTH

SIDES

SOUND

ATTENUATION BATT.

CEILING

RE: REFLECTED

CEILING PLANS

STEEL STUD

WALL BRACING

2" DEEP LEG SLIP

TRACK

P5 3 5/8" STEEL STUD PARTITION WITH TILE

FINISHED FLOOR

AND BASE. RE:

FINISH SCHEDULE

5/8" MOISTURE RESISTANT

TYPE 'X' GYP BD FROM

FLOOR TO DECK

3 5/8" STEEL STUD

@ 16" O.C.

BEAD OF CONT.

SEALANT EACH SIDE

SOUND

ATTENUATION BATT.

CEILING

RE: REFLECTED

CEILING PLANS

STEEL STUD

WALL BRACING

2" DEEP LEG SLIP

TRACK

H E

IG

H

T O

F T

IL

E

/C E

M E

N T

B D

FINISHED FLOOR

AND BASE. RE:

FINISH SCHEDULE

5/8" TYPE 'X' GYP

BD, PATIENT RM

SIDE ONLY

3 5/8" STEEL STUD

@ 16" O.C.

BEAD OF CONT.

SEALANT, BOTH

SIDES

SOUND

ATTENUATION BATT.

CEILING

RE: REFLECTED

CEILING PLANS

STEEL STUD

WALL BRACING

2" DEEP LEG SLIP

TRACK

GYP BD CEILING

RE: REFLECTED CEILING PLAN

5/8" MOISTURE

RESISTANT TYPE 'X'

GYP BD FROM FLOOR

TO DECK

P3 3 5/8" STEEL STUD SHAFT PARTITIONP6 3 5/8" STEEL STUD PARTITION - SHOWER LOCATIONP7 3 5/8" STEEL STUD PARTITION - HEAD WALL

FINISHED FLOOR

AND BASE. RE:

FINISH SCHEDULE

5/8" TYPE 'X' GYP

BD, RM SIDE ONLY

2 1/2" STEEL STUD

@ 16" O.C.

BEAD OF CONT.

SEALANT EACH SIDE

SOUND

ATTENUATION BATT.

CEILING

RE: REFLECTED

CEILING PLANS

STEEL STUD

WALL BRACING

2" DEEP LEG SLIP

TRACK

P8 2 1/2" STEEL STUD SHAFT PARTITION

FINISHED FLOOR AND BASE.

RE: FINISH SCHEDULE

5/8" MOISTURE RESISTANT

TYPE 'X' GYP BD ON TUB RM

SIDE ONLY

3 5/8" STEEL STUD @ 16" O.C.

BEAD OF CONT.

SEALANT, BOTH

SIDES

SOUND ATTENUATION BATT.

CEILING

RE: REFLECTED CEILING

PLANS

STEEL STUD

WALL BRACING

2" DEEP LEG SLIP

TRACK

P10 3 5/8" STEEL STUD NON-RATED PARTITION

FINISHED FLOOR

AND BASE. RE:

FINISH SCHEDULE

5/8" MOISTURE

RESISTANT TYPE

'X' GYP BD, RM

SIDE ONLY

2 1/2" STEEL STUD

@ 16" O.C.

BEAD OF CONT.

SEALANT EACH SIDE

SOUND

ATTENUATION BATT.

CEILING

RE: REFLECTED

CEILING PLANS

STEEL STUD

WALL BRACING

2" DEEP LEG SLIP

TRACK

P9 2 1/2" STEEL STUD SHAFT PARTITION WITH

MOIST. RESIST. GYP BD

5/8" TYPE 'X' GYP BD

ON CORRIDOR OR

DICT. RM SIDE ONLY

FINISHED FLOOR AND BASE.

RE: FINISH SCHEDULE

5/8" MOISTURE RESISTANT

TYPE 'X' GYP BD, BOTH SIDES

3 5/8" STEEL STUD @ 16" O.C.

BEAD OF CONT.

SEALANT, BOTH

SIDES

SOUND ATTENUATION BATT.

CEILING

RE: REFLECTED CEILING

PLANS

STEEL STUD

WALL BRACING

2" DEEP LEG SLIP

TRACK

P11 3 5/8" STEEL STUD NON-RATED

PARTITION WITH MOIST. RESIST. GYP BD

BOTH SIDES

P7.1 SAME AS P7 EXCEPT USE 6" STEEL STUDS @ 16" O.C. IN

LIEU OF 3 5/8" STEEL STUDS @ 16" O.C.

P5.1 SAME AS P5 EXCEPT USE 6" STEEL STUDS @ 16"

O.C. IN LIEU OF 3 5/8" STEEL STUDS @ 16" O.C.

P6.1 SAME A6 P5 EXCEPT USE 6" STEEL STUDS @ 16" O.C. IN LIEU OF

3 5/8" STEEL STUDS @ 16" O.C.

5/8" MOISTURE

RESISTANT TYPE 'X'

GYP BD FROM FLOOR

TO DECK

2" DEEP LEG SLIP TRACK

MECHANICAL FASTENERS

STEEL STUD

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER/ARCHITECT:

GRAND JUNCTION VAMC

Bldg 1 o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

2453 N. DELAWARE ST. INDIANAPOLIS, IN. 46205

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

575-13-101

MEP Engineer

APOGEE CONSULTING GROUP

7330 Chappel Hill Road, Suite 202 Raleigh, NC 27607

Tele: 919-858-7420

Interior Design

COOVERCLARK ASSOCIATES

1936 Market Street Denver, CO 80202

Tele: 303-783-0040

JOHN BARTMAN

john.bartman@va.gov 970-263-5016

C U s e rs

\a o g rz e w a lla

\D o c u m e n ts

\1 .1

C e n tr a l F ile v G u id o n S u b s ta n d a rd

B e d s A ro g rz e w a lla

.r v t

1 ADDENDUM #1 04/06/2018

ADDENDUM #1

G-200

AROUJ

PARTITION TYPES

04/05/2018

13.1064ELIMINATION OF

SUBSTANDARD BEDS 3RD

FLOOR

Grand Junction VAMC Dept. of Veterans Affairs 2121 North Avenue Grand Junction, CO 81501

1 1/2" = 1'-0"

PARTITION TYPES

6" = 1'-0"

SLIP TRACK DETAIL