ATTACHMENT 1A - Drawings-General.pdf

PARKING

PARKING

PARKING

PARKING

PARKING

PARKING

PARKING

PARKING

PARKING

PARKING

PARKING

PARKING

PARKING

PARKING

PARKING

PARKING

PARKING

PARKING

PARKING

PARKING

PARKING

PARKING

PARKING

B106

STAFF LOUNGE

B107

OFFICE

B100

WAI TING NOOK

B10 1

WAI TING

BD-136A

CB-8

BA-101B

WOMENS TOI LET

MENS

TOILET

DOCK

DOCK

LEVELER

DOCK.

S.P.D.

MORT.

DOCK. DOCK

FOOD DOCK

HEMATOLOGY

STAT LAB CHEMI STRY

AREA

PIT

R A M P

FEMAL E L OCK.

MAL E LOCK.

LOUVERS

ALUMINUM

LOUVERS

ALUMINUM

LOUVERS

ALUMINUM

LOUVERS

ALUMINUM LOUVERS

ALUMINUM

ALUMINUM

LOUVERS

LOUVERS

ALUMINUM

LOUVERS

ALUMINUM

DN

UP

DN.

UP

UP

FLDR

FLDR

DN

UP

DN.

UP

SPS DEPARTMENT

BUILDING 41

BASEMENT LEVEL, QUAD C

TEMPORARY SPS FACILITY

SE LOT NEAR BUILDING 45

BUILDING

BUILDING

BUILDING

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 o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing # OF

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA Health Care System Approval:

ARCHITECT:

SPUR SBBL COLLABORATIVE JN, INC.

100 N. STONE AVE STE 1102

TUCSON, AZ 85701-1524

(520) 620-0255

NM ARCH - SETH CAVIN #005667 EXP. 12/31/2023

NM MECH - JAMES R. MYLES #25930 EXP. 12/31/2024

NM ELEC - EVANS SORDIASHIE #22917 EXP. 12/31/2023

CIVIL / STRUCTURAL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

2519 MADISON AVE

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

HEALTHCARE PLANNER

THE INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

/1

/2

:1 :1

A

M

COVER SHEET

NR 01 79AJS

BID DOCUMENTS

REPAIR SPS SEWER AND UPGRADE

EQUIPMENT AREA

VA PROJECT NUMBER: 501-21-101

REPAIR SPS SEWER AND

UPGRADE EQUIPMENT AREA

08/11/2023

501-21-101

RAYMOND G. MURPHY VAMC

1501 SAN PEDRO DRIVE SE

ALBUQUERQUE, NM 87108

RAYMOND G. MURPHY VA MEDICAL CENTER

1501 SAN PEDRO DRIVE SE

ALBUQUERQUE, NM 87108

BID DOCUMENTS

GI000

SPUR #: 1993.10

SHEET INDEX

SEQ. NUMBER SHEET NAME

[01] GENERAL

01 GI000 COVER SHEET

02 GI001 GENERAL INFORMATION

03 GI002 LIFE SAFETY PLAN

04 GI100 ICRA INFORMATION

[02] CIVIL

05 CS000 LEGEND AND ABBREVIATIONS

06 CS001 TOPOGRAPHIC SURVEY - BLDG 45

07 CS002 DEMOLITION PLAN

08 CS100 OVERALL LAYOUT

09 CS101 PHASING LAYOUT

10 CS102 ENLARGED SITE LAYOUT

11 CS103 RESTORATION PLAN

12 CS200 ENLARGED GRADING LAYOUT

13 CS300 UTILITY PLAN

14 CS400 SWPPP

15 CS500 CIVIL DETAILS

16 CS501 CIVIL DETAILS

17 CS502 CIVIL DETAILS

[03] STRUCTURAL

18 SA001 STRUCTURAL GENERAL NOTES

19 SA010 STRUCTURAL SPECIAL INSPECTIONS

20 SS100 STRUCTURAL SITE PLAN

21 SB101 ENLARGED PARITAL FOUNDATION PLAN

22 SB102 TRAILER YARD FOUNDATION & WALKWAY FRAMING PLAN

23 SB103 WALKWAY ROOF FRAMING PLAN

24 SB301 FOUNDATION DETAILS

25 SB302 FOUNDATION DETAILS

26 SF501 FRAMING DETAILS

27 SD101 ENLARGED PARTIAL FOUNDATION PLAN - DEMO

28 SF502 FRAMING DETAILS

[04] ARCHITECTURAL

29 A-000 SITE PLAN

30 A-001 TEMPORARY STRUCTURES

31 A-002 SPS - OVERALL PLAN - B41 BASEMENT

32 AE021 PARITION TYPES

33 AD100 SPS - DEMOLITION FLOOR AND CEILING PLAN

34 AE100 SPS - RENOVATION FLOOR AND CEILING PLAN

35 AE102 SPS - RENOVATION PLANS - EQUIPMENT

36 AE300 DOOR DETAILS AND EXTERIOR ELEVATION

37 AE401 INTERIOR ELEVATIONS AND ENLARGED PLANS

38 AE402 INTERIOR ELEVATIONS AND ENLARGED PLANS

39 AF701 SPS - RENOVATION PLANS - FINISHES

40 AF702 INTERIOR FINISH DETAILS

[05] FIRE PROTECTION

41 FA001 FIRE ALARM GENERAL NOTES, LEGEND, AND DIAGRAMS

42 FA101 FIRE ALARM AUDIBILITY PLAN

43 FA102 FIRE ALARM PLAN

44 FX101 FIRE SUPPRESSION HAZARD CLASSIFICATION PLAN

[06] PLUMBING

45 P-000 PLUMBING LEGEND

46 PD100 PLUMBING BASEMENT - SPS - WASTE/VENT DEMOLITION PLAN

47 PD101 PLUMBING BASEMENT - SPS - DOMESTIC WATER DEMOLITION PLAN

48 PL100 PLUMBING BASEMENT - SPS - WASTE/VENT PLAN

49 PP100 PLUMBING BASEMENT - SPS - DOMESTIC WATER PLAN

50 PP101 PLUMBING INTERSTITIAL - SPS - DOEMSTIC WATER PLAN

51 PG100 PLUMBING BASEMENT - SPS - MEDICAL GAS PLAN

52 PS100 PLUMBING SITE PLAN - TEMPORARY SPS TRAILER

53 P-301 PUMBING SUPPLY ISOMETRIC

54 P-401 PLUMBING PARTIAL PLANS

55 P-501 PLUMBING DETAILS

56 P-601 PLUMBING SCHEDULES

[07] MECHANICAL

57 M-000 LEGEND AND ABBREVIATIONS

58 MS100 MECHANICAL SITE PLAN

59 MD101 MECHANICAL DEMOLITION PLAN - BASEMENT INTERSTITIAL

60 MH100 MECHANICAL NEW WORK PLAN - BASEMENT

61 MH101 MECHANICAL NEW WORK PLAN - BASEMENT INTESTITIAL

62 M-501 ENLARGED HVAC PLANS

63 M-601 MECHANICAL DETAILS AND SCHEDULES

64 M-701 MECHANICAL CONTROLS

[08] ELECTRICAL

65 E-000 ELECTRICAL LEGEND AND ABBREVIATIONS

66 ES100 ELECTRICAL SITE PLAN

67 ES401 TEMPORARY SPS TRAILER ENLARGED POWER PLAN

68 ED101 ELECTRICAL DEMOLITION PLAN - BLDG 41

69 ED401 TEMPORARY SPS TRAILER ENLARGED POWER PLAN POST

DEMOLITION

70 E-101 ELECTRICAL NEW WORK PLAN - BLDG 41

71 E-501 ELECTRICAL DETAILS

72 E-502 ELECTRICAL SCHEDULES & DETAILS

73 E-601 ELECTRICAL ONE-LINE DIAGRAM

74 E-602 ELECTRICAL SCHEDULES

[09] TELECOMMUNICATIONS

75 T-000 ABBREVIATIONS, SYMBOLS, LEGENDS, & NOTES

76 TS101 ESS SITE PLAN

77 TY401 ESS TEMPORARY SPS TRAILER ENLARGED PLAN

78 TY500 ESS DETAILS

79 TY600 ESS RISERS AND DIAGRAMS

TOTAL SHEETS: 79

N

1" = 200'-0"

RAYMOND G. MURPHY VA MEDICAL CENTER CAMPUS2

51T-51

41 42

T-15D

S A

N P

E D

R O

D R

SOUTH VETERANS LOOP RD.

S O

U T

H V

E T

E R

A N

S L

O O

P R

D

MEDICAL GROUP DR. SUPPORT DR.

S A

N D

IA

R

D

SANDIA RD.

SU

PP

O R

T D

R

SOUTH VETERANS LOOP RD.

MANZANO RD.

OLD QUARTERS RD.

S O

U T

H V

E T

E R

A N

S L

O O

P R

D

P A

R A

D E

G R

O U

N D

S D

R

M A

N Z

A N

O R

D

H E

R O

E S

L A

N E

SANDIA RD.

MANZANO RD.

PUEBLO RD.

PATRIOT WAY

P A

TR

IO

T W A

Y

NORTH VETERANS LOOP RD

SOUTH VETERANS LOOP RD.

RIDGECREST

N

1" = 60'-0"

SPS DEPARTMENT - BUILDING 41, BASEMENT LEVEL3

N

1" = 80'-0"

TEMPORARY SPS FACILITY - TRAILER LOCATION1

No. REVISION DESCRIPTION DATE

ABBREVIATIONS CODES STANDARDS AND EXECUTIVE ORDERS

4' -0

M

A X

4' -0

M

A X

2' -1

0" M

A X

2' -3

M

IN

1'-6" MIN

1. GENERAL CONTRACTOR TO PROVIDE METAL SUPPORT

BLOCKING FOR ALL WALL MOUNTED ACCESSORIES,

FIXTURES, AND EQUIPMENT.

2. PROVIDE ADA SUPPORT BRACKETS PLACED AT ALL OPEN

COUNTERTOPS @ 36"-48" MAX ON CENTER.

3. SPECIFIED MAXIMUMS ARE MEASURED FROM AFTER

FINISHED FLOOR TO THE OPERABLE PART OF THE FIXTURE.

4. FIXTURES SHOWN ARE REPRESENTATIONAL ONLY. NOT ALL

FIXTURES MAY BE USED. REFER TO SPECIFICATIONS FOR

FIXTURE TYPES USED IN THIS PROJECT.

5. FIXTURES MAY OVERLAP WAINSCOT. WHERE APPLICABLE,

BACKING TO BE PROVIDED AS SHIM FOR FLUSH

APPLICATION. SHIM TO MATCH SCHEDULED WALL FINISH.

6" MAX

9" M

IN

SHOWER

VA TOILET ROOM

TURNING RADIUS

DRINKING

FOUNTAIN

PAPER TOWEL

DISPENSER

SANITARY

NAPKIN

DISPENSER

4' -0

"M A

X

WASTE

RECEPTACLE

LAVATORY

WITH MIRROR

ON CENTER

WALL

4' -0

M

A X

SOAP

DISPENSER

2' -1

0" M

A X

T O

B .O

. R E

F

LE

C T

IV

E

S U

R F

A C

E

3' -4

"M A

X

17 MIN

2' -3

M

IN

3' -0

M

A X

1'-6" MIN

WALL

2' -9

" 4' -0

M

IN

2'-0" MIN

8" MIN

WALL

LAVATORY

WITH APRON

1' -5

M

A X

1'-6" MIN

URINAL

WALL

1'-5" - 1'-7" (AMBULATORY)

1'-4" - 1'-6" (WHEELCHAIR)

CLEAR FLOOR

5'-6"

CLEAR FLOOR

6'-0"

3'-0" MIN

2' -9

3' -0

1'-0" MIN

3'-6" MIN 1'-0"MAX

4'-6" MIN

1' -5

'-7

1' -6

M

IN

A N

S I I

C C

A

7.

1)

1' -3

M

IN

A D

A /A

B A

2' -9

'-0

WALL

WALL

4' -0

M

A X

WALL HOOK

7' -0

CLOCK

WALL

FINISHED FLOOR

FIRE EXTINGUISHER

CABINET

WEIGHT > 40LBS

FIRE EXTINGUISHER

CABINET

WEIGHT < 40LBS

3' -1

1/

6" M

A X

4' -0

M

A X

TOILET SEAT

COVER

DISPENSER

BABY

CHANGING

STATION

CLEAR FLOOR SPACE

@ WATER CLOSET

5'-6"

2'-6"

4' -0

2'-6"

4' -0

HANDRAILS AND

BUMPERGUARDS

FIXTURE MOUNTING HEIGHTS AND CLEARANCES

18" MIN

M

IN

FRONT APPROACH,

PULL SIDE

36" MIN

M

IN

HINGE APPROACH,

PULL SIDE

HINGE APPROACH,

PULL SIDE

*12" MIN48

M

IN

FRONT APPROACH,

PUSH SIDE

M

IN

HINGE APPROACH,

PUSH SIDE

22" MIN 24" MIN

*4 8"

M

IN

LATCH APPROACH,

PULL SIDE

24" MIN*4

2"

M

IN

LATCH APPROACH,

PUSH SIDE

*IF BOTH CLOSER

AND LATCH ARE

PROVIDED

*54" MIN IF CLOSER

IS PROVIDED

*48" IF CLOSER IS

PROVIDED

FRONT APPROACH,

PUSH SIDE

M

IN

42" MIN

DOOR AND FIXTURE CLEARANCES

MATERIALS LEGEND

PURPOSE: THE PUBLIC BUILDINGS AMENDMENT ACT OF 1988, PUBLIC LAW (PUB. L.) 100-678 REQUIRES FEDERAL AGENCIES TO FOLLOW NATIONAL RECOGNIZED "MODEL" BUILDING CODES. THE FEDERAL PARTICIPATION IN THE DEVELOPMENT AND USE OF VOLUNTARY STANDARDS, OFFICE OF MANAGEMENT AND BUDGET (OMB) CIRCULAR A-119, REQUIRES ALL EXECUTIVE AGENCIES TO RELY ON VOLUNTARY STANDARDS, BOTH DOMESTIC AND INTERNATIONAL, WHENEVER FEASIBLE, AND TO PARTICIPATE IN

VOLUNTARY STANDARD BODIES.

GENERAL: VA HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN THE MODERNIZATION, ALTERATION, ADDITION, OR IMPROVEMENT OF ITS REAL PROPERTY AND THE CONSTRUCTION OF NEW STRUCTURES. VA DESIGN MANUALS AND MASTER SPECIFICATIONS

SPECIFY OTHER CODES AND STANDARDS THAT VA FOLLOWS ON ITS PROJECTS:

• 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/).

• 2021 INTERNATIONAL BUILDING CODE (IBC) (ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN DOCUMENTS, SEE NOTES BELOW)

• 2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC) (IF APPLICABLE)

• 2021 NFPA 101 LIFE SAFETY CODE (SEE NOTES BELOW)

• 2021 NATIONAL FIRE CODES (NFPA)

• OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

• 2020 VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• 2021 INTERNATIONAL MECHANICAL CODE

• 2020 NATIONAL ELECTRICAL CODE (NEC), NFPA 70

• 2021 INTERNATIONAL PLUMBING CODE (IPC)

• 2016 SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) A 17.1.

• 2015 ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS INCLUDING VA SUPPLEMENT, VA BARRIER FREE DESIGN STANDARD (PG-18-13)

• 2017 ANSI ICC A117.1 ACCESIBLE AND USABLE BUILDINGS AND FACILITIES

• 2019 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY, AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318-19)

• 2017 STEEL CONSTRUCTION MANUAL (15TH EDITION), AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPACT)

• 2007 DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS AND

NEW LOW-RISE RESIDENTIAL BUILDINGS, 10 CFR PARTS 433, 434 AND 435.

• 2006 FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU)

• 2018 EXECUTIVE ORDER 13834: EFFICIENT FEDERAL OPERATIONS

• 2021 THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL REQUIREMENTS SECTION 010000 OF THE VA MASTER CONSTRUCTION

SPECIFICATION.

• 2019 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1

• 2019 SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15

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. HOWEVER, LOCAL AUTHORITIES SHOULD BE NOTIFIED ABOUT PLANNED PROJECTS AND GIVEN OPPORTUNITY TO REVIEW DRAWINGS PROVIDED THAT VA DOES NOT PAY FOR REVIEW OR INSPECTION FEES.

NOTES:

1. NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT

NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION, AND ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 AND DOCUMENTS REFERENCED BY NFPA 101 IN ORDER TO COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE JOINT COMMISSION. THEREFORE, DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 AND DOCUMENTS REFERENCED THEREIN.

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 ADDRESSED ABOVE IN THIS PROGRAM GUIDE. 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).

2. 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.

ASHRAE 90.1 - 2019 EDITION

BUILDING LOCATION: ALBUQUERQUE, NM

CLIMATE ZONE (TABLE ANNEX 1-1): ZONE 4B

INTERIOR DESIGN CONDITIONS:

THE INTERIOR DESIGN TEMPERATURES FOR HEATING AND COOLING AS DEPICTED IN THE PROJECT DESIGN CONDITIONS SCHEDULE IN THE MECHANICAL CONTROL DRAWINGS SHALL BE THE MAXIMUM

AND MINIMUM VALUES FOR THE ASSOCIATED TEMPERATURE CONTROL ZONES.

BUILDING ENVELOPE REQUIREMENTS (5.5 )

BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 4 (A,B,C)

ROOFS REQUIRED DESIGNED

INSULATION: R-30 c.i. R-30 METAL BUILDINGS: R-19 + R-11 Ls or R-25 + R-8 Ls N/A

ATTIC AND OTHER: R-49 N/A

WALLS, ABOVE GRADE

MASS: R-9.5 c.i. EXISTING METAL BUILDING: R-0 + R-15.8 c.i. N/A STEEL-FRAMED: R-13 + R-7.5 c.i. EXISTING WOOD-FRAMED AND OTHER: R-13 + R-3.8 c.i. or R-20 R-20

WALL, BELOW GRADE

BELOW-GRADE WALL: R-7.5 c.i. N/A

FLOORS

MASS: R-14.6 c.i. EXISTING

STEEL-FRAMED: R-30 N/A

WOOD-FRAMED AND OTHER: R-30 R-30

SLAB-ON-GRADE FLOORS

UNHEATED SLABS: R-15 for 24 in. EXISTING HEATED SLABS: R-20 for 24 in. EXISTING

OPAQUE DOORS

SWINGING: U-0.370 U-0.370

NONSWINGING: U-0.310 N/A

FENESTRATION (TABLE 5.5-4):

VERTICAL FENESTRATION, U-FACTOR

FIXED: U-0.36 N/A

OPERABLE: U-0.45 N/A

ENTRANCE DOOR: U-0.63 N/A

DEFINITIONS

c.i = CONTINUOUS INSULATION Ls = LINEAR SYSTEM

NR = NO (INSULATION) REQUIREMENT

ENERGY REQUIREMENTS

N

1. DRAWINGS ARE PART OF A COMPLETE DOCUMENTS SET. CONTRACTOR SHALL

CONFIRM ALL ITEMS REQUIRED BASED UPON THE OVERALL DESIGN INTENT OF THE

ENTIRE DOCUMENT SET.

2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, PRIOR TO BEGINNING ANY

WORK, TO CONFIRM THE ACCURACY OF THE DRAWINGS AND REPORT ANY

DISCREPANCIES TO THE ARCHITECT. DO NOT SCALE THE DRAWINGS. FIELD VERIFY

ALL DIMENSIONS AND EXISTING STRUCTURAL CONDITIONS.

3. ALL AREAS NOT INVOLVED IN THE SCOPE OF WORK FOR THIS PROJECT SHALL BE KEPT

CLEAN AND FREE OF OBSTRUCTIONS AT ALL TIMES.

4. ERECT BARRICADES AND WARNING SIGNS TO DIVERT AND WARN PASSERS-BY OF THE

CONSTRUCTION WORK. PROVIDE DUST PROOFING ENCLOSURES TO SEPARATE WORK

AREAS FROM THE EXISTING FACILITIES.

5. ALL TRASH AND DEBRIS TO BE REMOVED ON A DAILY BASIS.

6. PROVIDE PROTECTION FOR ALL EXISTING SURFACES AND CONDITIONS TO REMAIN IN

PLACE DURING THE SCOPE OF WORK. SHOULD ANY DAMAGE OCCUR, PATCH AND

REPAIR ANY DAMAGE TO ADJACENT FINISHES TO MATCH EXISTING.

7. ANY DAMAGE CAUSED TO THE BUILDING OR OWNER EQUIPMENT SHALL BE REPAIRED

OR REPLACED BACK TO ITS ORIGINAL CONDITIONS AT NO ADDITIONAL COST TO THE

OWNER.

8. COVER ALL RETURN AIR GRILLES WITHIN THE AREA OF CONSTRUCTION TO PREVENT

PARTICULATE MATERIAL FROM EXHAUSTING INTO SURROUNDING SPACES.

9. APPROPRIATE LIGHT FIXTURES SHALL BE TEMPORARILY SUSPENDED TO PROVIDE

ADEQUATE LIGHTING LEVELS FOR CONSTRUCTION.

10. CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO COORDINATE WITH OTHER

DISCIPLINES TO INSTALL COMPLETE AND OPERATIONAL SYSTEMS. DRAWINGS, AS A

WHOLE, REPRESENT A COMPLETE SET AND DEPICT REQUIREMENTS FOR COMPLETE

AND OPERATIONAL SYSTEMS. INDIVIDUAL DRAWINGS MAY NOT DEPICT COMPLETE AND

ACCURATE INFORMATION TO COORDINATE COMPLETE AND OPERATIONAL SYSTEMS,

BUT DO SO AS AN ENTIRE DOCUMENT TO BE REFERENCED WITH OTHER INDIVIDUAL

DRAWINGS. CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO REFERENCE

OTHER SHEETS AND SPECIFICATIONS AS AN ENTIRE SET OF CONSTRUCTION

DOCUMENTS THAT REFLECT WORK REQUIRED TO ACHIEVE A COMPLETE AND

OPERATIONAL GOAL. LACK OF COORDINATION AND REVIEW OF DRAWINGS AND

SPECIFICATIONS AS AN ENTIRE DOCUMENT TO INSTALL COMPLETE AND OPERATIONAL

SYSTEMS, BEING OBVIOUS AND TYPICAL INDUSTRY STANDARD, IDENTIFIED IN THE

DRAWINGS AND SPECIFICATIONS, SHALL NOT BE IN ANY WAY AN ADDITIONAL COST TO

THE GOVERNMENT.

11. CONTRACTOR SHALL SUBMIT A REQUEST, IN WRITING, TO INTERRUPT ANY SUCH

SERVICES TO COR (CONTRACTING OFFICER’S REPRESENTATIVE) 48 HOURS IN

ADVANCE OF PROPOSED INTERRUPTION. REQUEST SHALL STATE REASON, DATE,

EXACT TIME OF, AND APPROXIMATE DURATION OF SUCH INTERRUPTION. MAJOR

INTERRUPTIONS OF ANY SYSTEM MUST BE REQUESTED, IN WRITING, AT LEAST 60

CALENDAR DAYS PRIOR TO THE DESIRED TIME AND SHALL BE PERFORMED AS

DIRECTED BY THE COR. MAJOR INTERRUPTIONS SHALL BE COORDINATED WITH OTHER

MAJOR INTERRUPTIONS AND MAY NOT BE SCHEDULED FOR ONE DISCIPLINE MORE

THAN TWICE THROUGHOUT THE OVERALL CONSTRUCTION SCHEDULE UNLESS

REQUESTED IN WRITING AND APPROVED BY THE COR. CONTRACTOR WILL BE ADVISED,

IN WRITING, OF APPROVAL OF REQUEST, OR OF WHICH OTHER DATE AND/OR TIME

SUCH INTERRUPTION WILL CAUSE THE LEAST INCONVENIENCE TO OPERATIONS OF

THE MEDICAL CENTER. INTERRUPTION TIME APPROVED BY THE MEDICAL CENTER MAY

OCCUR AT TIMES OTHER THAN CONTRACTOR'S NORMAL WORKING HOURS. SCHEDULE

INTERRUPTION MAY BE ON WEEKENDS OR LATE HOURS AND MAY NOT BE AN

ADDITIONAL COST TO THE GOVERNMENT. COORDINATE ALL INTERRUPTIONS THAT MAY

AFFECT THE NORMAL OPERATION OF THE FACILITY WITH THE COR WHEN SUBMITTING

THE CONSTRUCTION SCHEDULE OR UPDATES TO THE CONSTRUCTION SCHEDULE.

12. NO ASBESTOS CONTAINING MATERIALS ARE TO BE USED ON THIS PROJECT. SPUR

DESIGN, THE A/E OF RECORD, CAN CERTIFY THAT NO ASBESTOS CONTAINING

BUILDING MATERIALS (ACBM) OR LEAD BASED PAINT (LBP) PRODUCTS WERE

DESIGNED/SPECIFIED AS BUILDING MATERIAL IN ANY OF THE CONSTRUCTION

DOCUMENTS.

13. REFER TO THE DESIGN BINDER FOR THE ICRA INFORMATION DOCUMENTATION.

GENERAL NOTES

AREA NAME

150 SF

A101

A101

SIM

A

00.0

A101

1 1

A101

LEVEL NAME

00'-00"

00'-00" 4B

3A

FIBERGLASS BATT

INSULATION

RIGID INSULATION

CONCRETE / PRECAST

CONCRETE

EARTH / SOIL

SAND, EIFS FINISH, OR

PLASTER FINISH

GYPSUM BOARD FINISH

BRICK

CONCRETE MASONRY

UNIT

STONE / CAST STONE

GYPSUM BOARD SECTION

EXTERIOR SHEATHING

BOARD SECTION

PLYWOOD SECTION

CLEAN UTILITY

000A

150 SF

/1 A101

X0000

6"

3' -0

M

A X

ROOM TAG

AREA TAG

SPECIALTY EQUIPMENT TAG

DOOR TAG

KEYED NOTE TAG

WALL TAG

WINDOW TAG

A101

SIM

A101

SIM

A

ACB ACOUSTIC CEILING BAFFLE

ACP ACOUSTIC CEILING PANEL

ACST ACOUSTIC

ADA AMERICANS WITH DISABILITIES ACT

ACT ACOUSTICAL CEILING TILE

ADDL ADDITIONAL

ADDN ADDITION

ADJ ADJACENT, ADJOINING, OR

ADJUSTABLE

ADMIN ADMINISTRATION

AE ARCHITECT/ENGINEER

AF ACCESS FLOORING

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

AIA AMERICAN INSTITUTE OF

ARCHITECTS

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

ALUM ALUMINIUM (TRIM)

AMT AMOUNT

APPROX APPROXIMATE

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

AT ACOUSTIC CEILING TILE

AVG AVERAGE

B

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BOS BOTTOM OF STEEL

BOT BOTTOM

BRKT BRACKET

BTWN BETWEEN

C

CAB CABINET

CAV CAVITY

CBB CONCRETE BACKER BOARD

CC CONTRACTOR PROVIDED /

CONTRACTOR INSTALLED

CD CONSTRUCTION DOCUMENTS

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CH BD CHALK BOARD

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CONTRACTING OFFICER

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CP CONTRACTOR PROVIDED

CPT CARPET/CARPET TILE

CS CONCRETE SEALED

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTR CENTER

CU FT CUBIC FEET

D

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

DWG DRAWING

DWP DIMENSIONAL WALL PANEL

E

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPY EPOXY FLOORING

EQ EQUAL

ETR EXISTING TO REMAIN

EX EXISTING

EXP EXPOSED

EXT EXTERIOR

F

FAB FABRIC

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FP FIRE PROTECTION

FR FIRE RESISTANT

FT FEET

FTG FOOTING

FV FIELD VERIFY

FWC FABRIC WALL COVERING

G

GDR GUARDRAIL

GL GLASS/GLAZING

GRAN GRANITE

GR FL GROUND FLOOR

GT GROUT

GSM GALVANIZED SHEET METAL

GYP BD GYPSUM BOARD

H

HDW HARDWARE

HEPA HIGH EFFICIENCY

PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HANDRAIL

HT HEIGHT

I

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J

J-BOX JUNCTION BOX

L

LAV LAVATORY

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIN LINEAR

LN LINOLEUM

LOC LOCATION

LT LIGHT

LVR LOUVER

LVT LUXURY VINYL TILE

M

MAT CARPET MAT / WALK-OFF MAT

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODIFY

MTG MOUNTING

MTL METAL

MVBL MOVABLE

N

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P

P PAINT

PA PUBLIC ADDRESS

PBD PARTICLE BOARD

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PNL PANEL

PR PAIR

PRB PROFILE BASE

PRKG PARKING

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PORCELAIN TILE

PWR POWER

Q

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QTY QUANTITY

REFERENCE SYMBOLS IDENTIFICATION TAGS

NOTE: NOT ALL ABBREVIATIONS OR SYMBOLS WILL BE UTILIZED FOR THIS PROJECT.

GRID HEAD AND

LINE

LEVEL INDICATOR

MATCH LINE AND

VIEW REFERENCE

NORTH ARROW W/

PROJECT NORTH

SPOT ELEVATION

DETAIL

SECTION

**48" MIN IF BOTH CLOSER

AND LATCH PROVIDED

WALL

SECTION

BUILDING

SECTION

DETAIL

ELEVATION

INTERIOR

ELEVATION

BUILDING

ELEVATION

1 1

6'- 0"

5'- 6"

BARIATRIC TOILET ROOM

TURNING RADIUS

CLEAR FLOOR SPACE

@ ADA LAVATORY

CLEAR FLOOR SPACE @ ADA

DRINKING FOUNTAIN

4"

6"

3"

6" 1'

-6

6" MAX

7" - 9" 11" MIN

17" - 25"

M

IN

6' -0

(ANSI ICC A117.1)

39"- 41"

(A N

S I I

C C

A

7.

1)

M

IN

(A N

S I I

C C

A

7.

1)

1"

3' -5

/2

M

A X

4' -1

1/

6" M

A X

R

RAF RESILIENT ATHETIC FLOORING

RB RUBBER BASE/RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RES RESINOUS FLOORING

RES-W RESINOUS / EPOXY WALL / CEILING

RF RUBBER FLOORING

RFG ROOFING

RM ROOM

RO ROUGH OPENING

RP RESIN PANEL

RSF RESILIENT SHEET FLOORING

RV ROOF VENT

RWC RIGID VINYL WALLCOVERING

S

SC SPECIALTY COATING

SD STATIC DISSIPATIVE FLOORING/TILE

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT (FEET)

SGL SINGLE

SIM SIMILAR

SJ SCORED JOINT

SLNT SEALANT

SM SHEET METAL

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SOLID SURFACE

ST STONE

STD STANDARD

STOR STORAGE

SV SHEET VINYL (ROLLED OR TILE)

T

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZO

TOF TOP OF FOOTING/ FOUNDATION

TOM TOP OF MASONRY

TOS TOP OF SLAB/ STEEL

U

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

V

VAR VARIES

VC VA PROVIDED / CONTRACTOR

INSTALLED

VCT VINYL COMPOSITION TILE

VFAT VINYL FACED ACOUSTICLAL TILE

VP VENEERED PLASTER

VT VINYL TILE

VV VA PROVIDED / VA INSTALLED

VWC VINYL WALLCOVERING

VWF VINYL WALL FABRIC

W

W/ WITH

W/O WITHOUT

W/C WATER CLOSET

WC WHEELCHAIR

WD WOOD

WFAB WALL FABRIC

WPM WATERPROOF MEMBRANE

WSF WELDED SHEET FLOOR

X

X BRACE CROSS BRACE

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 o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR SBBL COLLABORATIVE JN, INC.

100 N. STONE AVE STE 1102

TUCSON, AZ 85701-1524

(520) 620-0255

NM ARCH - SETH CAVIN #005667 EXP. 12/31/2023

NM MECH - JAMES R. MYLES #25930 EXP. 12/31/2024

NM ELEC - EVANS SORDIASHIE #22917 EXP. 12/31/2023

CIVIL / STRUCTURAL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

2519 MADISON AVE

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

HEALTHCARE PLANNER

THE INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

/1

/2

:1 :1

A

M

GENERAL INFORMATION

NR 02 79AJS

BID DOCUMENTS

REPAIR SPS SEWER AND

UPGRADE EQUIPMENT AREA

08/11/2023

501-21-101

RAYMOND G. MURPHY VAMC

1501 SAN PEDRO DRIVE SE

ALBUQUERQUE, NM 87108

GI001

SPUR #: 1993.10

DN

MECH

BD-141

VESTIBULE

BC-125

STAIR

N0-3

MECH EQUIP

BC-112

RECEPTION AND

PGM ASST

BC-125

OFFICE OF CHIEF

BIOMED

BC-125A

MECH RM

BC-126B

909 SF

SOILED RECV &

DECONTAMINATION

BC-110

STOR

BC-127

1115 SF

STERILIZATION

PREPARATION

BC-111

1510 SF

EQUIP TEST &

STORAGE

BC-115D

WORK AREA &

STOR

BC-115C

OFFICE

BC-115E

BREAKDOWN

BC-115B

88 SF

HALL

BC-103A

BREAK ROOM

BC-103B

TLT (F)

BC-115G

TLT

BC-104

TLT

BC-105

STOR

BC-118

STAFF WORK AREA

BC-115

RECEPTION

BC-121A

MED SUPPLY TECH

BC-121B

OFFICE

BC-123

HAC

BC-115A

109 SF

STOR

BC-119

94 SF

MECH

BC-115F

LOCKERS

BC-102

CORRIDOR

CB-15

139 SF

CART WASH

BC-114

S

F

C O

R R

ID

O

R

C B

-1

711 SF

SPS CHANGE AREA

BC-103

DUMBWAITER

X1

132 SF

HLD DECON

BC-110B

FACILTY ACCESS

STAIRWELL

S11

TLT

BC-102A

CORRIDOR

CB-17

TECHNICAL WORK

SPACE

BC-126

PARTS RM

BC-126A

MED GAS

BC-121

CORRIDOR

M E

D G

A S

S T

O R

B C

-1

DOCK

CORRIDOR

CORRIDOR

OFFICE

BC-103C

33 SF

HAC

BC-110D

BIOMED WORK

SPACE

BC-125D

103 SF

HLD ANTEROOM

BC-110A

189 SF

HLD ALCOVE

BC-110C

170 SF

EQUIPMENT

ACCESS

BC-110E

VESTIBULE

BC-100

TRAVEL DISTANCE = 60'-10"

TRAVEL DISTANCE = 127'-09"

TRAVEL DISTANCE = 97'-7"

COMMON PATH OF TRAVEL

NFPA 101-2021 EDITION

BUILDING HEIGHT:

-EXISTING TO REMAIN. NO CHANGE PER PROJECT SCOPE.

BUILDING AREA:

-EXISTING TO REMAIN. NO CHANGE PER PROJECT SCOPE.

BUILDING IS EQUIPPED WITH A FULLY AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT

CONSTRUCTION TYPE: (NFPA 22 TABLE 4.1.1): TYPE II (222)

FIRE RESISTANCE RATINGS (TABLE A.8.2.1.2):

• COLUMNS: 2 HR

• BEAM, GIRDERS, TRUSSES: 2 HR

• FLOOR/CEILING ASSEMBLIES: 2 HR

• ROOF/CEILING ASSEMBLIES: 1 HR

• EXTERIOR NON-BEARING WALLS: 0 HR

• INTERIOR NON-BEARING WALLS: 0 HR

FIRE-RESISTIVE REQUIREMENTS:

• NON COMBUSTIBLE MATERIALS FOR STRUCTURAL FRAME, FLOORS, ROOF DECK, EXTERIOR

NON-BEARING WALLS, INTERIOR NON-BEARING WALLS (U.N.O. AT EXTERIOR)

OCCUPANT LOADS (TABLE 7.3.1.2):

EXISTING TO REMAIN. NO CHANGE PER PROJECT SCOPE.

DEAD END CORRIDOR MAXIMUM DISTANCE: 50' (21.2.5.3)

MAXIMUM COMMON PATH OF TRAVEL: 100' (21.2.5.2.1)

MAXIMUM TRAVEL DISTANCE (WITH AUTOMATIC SPRINKLER SYSTEM): 200' (21.2.6.2.2 & 21.2.6.2.2)

ALL EXIT DOORS PROVIDED ARE 36" LEAF MINIMUM YIELDING 34" CLEAR EXIT WIDTH.

• 32" MINIMUM DOOR LEAF WIDTH (NFPA 101-2021 7.2.1.2.3)

• 0.2"/PERSON (NFPA 101-2021 TABLE 7.3.3.1) ALLOS 170 OCCUPANT LOAD

PROTECTED AREAS:

- STORAGE ROOMS/CLEAN/SOILED - REQUIRED VA FIRE PROTECTION DESIGN MANUAL 3.1.A AND PER NFPA 101: (REFERENCE) AND SMOKE PARTITIONS WITH SPRINKLER PROTECTION, PROVIDED.

SMOKE COMPARTMENTALIZATION:

- NO CHANGE PER PROJECT SCOPE.

FIRE ALARM SYSTEM:

- REQUIRED/PROVIDED MANUAL SYSTEM.

STANDPIPES:

- REQUIRED / EXISTING TO REMAIN

BUILDING SEPARATION DISTANCE REQUIREMENTS:

- PER TABLE 2.9A (VAFPDM), EXISTING BUILDING DOES NOT HAVE ANY WINDOW OR DOOR

OPENINGS WITHIN 25' OF THE TEMPORARY STRUCTURES.

LIFE SAFETY CODE ANALYSIS

LIFE SAFETY LEGEND

EXIT LIGHT / SIGN

NOT IN SCOPE BUILDING EXIT

EGRESS PATH

LIFE SAFETY GENERAL NOTES

1. LIFE SAFETY MEASURES MUST BE ENSURED AT ALL PHASES OF DEMOLITION AND

CONSTRUCTION. CONTRACTOR TO PROVIDE TEMPORARY FIRE EXTINGUISHERS AND EYE

WASH DURING CONSTRUCTION.

2. EXISTING FIRE EXTINGUISHER CABINETS AND OTHER LIFE SAFETY DEVICES ARE TO BE

INSPECTED FOR COMPLIANCE. IF NOT IN COMPLIANCE, THEN THE CONTRACTOR MUST

PROVIDE.

CORRIDOR

BUILDING 45

T R

A V

E L

D

IS

T A

N C

E

6'

-8

TRAVEL DISTANCE = 65'-1"

A-001 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 o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR SBBL COLLABORATIVE JN, INC.

100 N. STONE AVE STE 1102

TUCSON, AZ 85701-1524

(520) 620-0255

NM ARCH - SETH CAVIN #005667 EXP. 12/31/2023

NM MECH - JAMES R. MYLES #25930 EXP. 12/31/2024

NM ELEC - EVANS SORDIASHIE #22917 EXP. 12/31/2023

CIVIL / STRUCTURAL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

2519 MADISON AVE

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

HEALTHCARE PLANNER

THE INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

/1

/2

:1 :1

A

M

LIFE SAFETY PLAN

NR 03 79AJS

BID DOCUMENTS

REPAIR SPS SEWER AND

UPGRADE EQUIPMENT AREA

08/11/2023

501-21-101

RAYMOND G. MURPHY VAMC

1501 SAN PEDRO DRIVE SE

ALBUQUERQUE, NM 87108

GI002

SPUR #: 1993.10

N

1/8" = 1'-0"

BLDG 41, BASEMENT QUAD C - SPS DEPARTMENT - LIFE SAFETY PLAN1

N

1/8" = 1'-0"

TEMPORARY COVERED WALKWAY - LIFE SAFETY PLAN2

INSPECTIONS AND NON-INVASTIVE ACTIVITES

MATRIX OF PRECAUTIONS FOR CONSTRUCTION & RENOVATION

TYPE A

INCLUDES BUT NOT LIMITED TO:

• REMOVAL OF CEILING TILES FOR VISUAL INSPECTION LIMITED TO 1 TILE PER

50 SQUARE FEET.

• PAINTING (BUT NOT SANDING).

• WALL COVERING, ELECTRICAL TRIM, MINOR PLUMBING AND ACTIVITIES WHICH

DO NOT GENERATE DUST OR REQUIRE CUTTING OF WALLS OR ACCESS TO

CEILINGS OTHER THAN FOR VISUAL INSPECTION

SMALL SCALE, SHORT DURATION ACTIVITIES WHICH CREATES MINIMAL DUSTTYPE B

INCLUDES BUT NOT LIMITED TO:

• INSTALLATION OF TELEPHONE AND COMPUTER CABLING.

• ACCESS TO CHASE SPACES.

• CUTTING OF WALLS OR CEILING WHERE DUST MIGRATION CAN BE

CONTROLLED.

WORK THAT GENERATES A MODERATE TO HIGH LEVEL OF DUST OR REQUIRES

DEMOLITION OR REMOVAL OF ANY FIXED BUILDING COMPONENTS OR ASSEMBLIES

TYPE C

INCLUDES BUT NOT LIMITED TO:

• SANDING OF WALLS FOR PAINTING OR WALL COVERING.

• REMOVAL OF FLOOR COVERINGS, CEILING TILES OR CASEWORK.

• NEW WALL CONSTRUCTION.

• MINOR DUCT WORK OR ELECTRICAL WORK ABOVE CEILINGS.

• MAJOR CABLING ACTIVITIES.

• ANY ACTIVITY WHICH CANNOT BE COMPLETED WITHIN A SINGLE WORK SHIFT.

MAJOR DEMOLITION AND CONSTRUCTION PROJECTSTYPE D

INCLUDES BUT NOT LIMITED TO:

• ACTIVITIES WHICH REQUIRE CONSECUTIVE WORK SHIFTS.

• REQUIRES HEAVY DEMOLITION OR REMOVAL OF A COMPLETE CABLING

SYSTEM.

• NEW CONSTRUCTION.

INFECTION CONTROL RISK ASSESSMENT (ICRA)

LOW RISK

PATEINT RISK GROUPS

MEDIUM RISK HIGH RISK HIGHEST RISK

• OFFICE AREAS • CARDIOLOGY

• ECHOCARDIOGRAPHY

• ENDOSCOPY

• NUCLEAR MEDICINE

• PHYSICAL THERAPY

• RADIOLOGY/MRI

• RESPIRATORY

THERAPY

• CCU

• EMERGENCY ROOM

• LABOR & DELIVERY

• LABORATORY (SPECIMEN)

• NEWBORN NURSERY

• OUTPATIENT SURGERY

• PEDIATRICS

• PHARMACY

• POST ANESTHESIA CARE

UNIT

• SURGICAL UNITS

• ANY AREA FOR

IMMUNOCOMPROMISED PATIENTS

• BURN UNIT

• CARDIAC CATH LAB

• CENTRAL STERILE SUPPLY

• INTENSIVE CARE UNITS

• MEDICAL UNIT

• NEGATIVE PRESSURE ISOLATION

ROOMS

• ONCOLOGY

• OPERATING ROOMS INCLUDING

• C-SECTION ROOMS

RISK RELATED GROUP TYPE A TYPE B TYPE C TYPE D

LOW RISK GROUP

MEDIUM RISK GROUP

HIGH RISK GROUP

HIGHEST RISK GROUP

I

I

I

II

II

II

II

III/IV

II

III

III/IV

III/IV

III/IV

IV

IV

IV

IC MATRIX - CLASS OF PRECAUTIONS:

CONSTRUCTION PROJECT BY PATIENT RISK

CONSTRUCTION PROJECT TYPE

NOTE: INFECTION CONTROL APPROVAL WILL BE REQUIRED WHEN THE CONSTRUCTION ACTIVITY AND RISK LEVEL INDICATE

THAT CLASS III OR CLASS IV CONTROL PROCEDURES ARE NECESSARY.

A. THE CONTRACTOR SHALL NOT HAUL DEBRIS THROUGH PATIENT-CARE AREAS WITHOUT PRIOR

APPROVAL OF THE COR AND THE MEDICAL CENTER.

B. ACTIVITY HAZARD RISK CLASSIFICATIONS OF CLASS I OR CLASS II SHALL REQUIRE APPROVAL BY THE FACILITY SAFETY MANAGER AND CONTRACTING OFFICER REPRESENTATIVE BEFORE BEGINNING ANY CONSTRUCTION WORK. HAZARD RISK CLASSIFICATIONS OF CLASS III OR IV SHALL REQUIRE A

PERMIT BEFORE BEGINNING ANY CONSTRUCTION WORK. INFECTION CONTROL PERMITS WILL BE

ISSUED BY THFACILITY SAFETY MANAGER AND CONTRACTING OFFICER REPRESENTATIVE.

C. INFECTION CONTROL PERMITS SHALL BE POSTED OUTSIDE THE APPROPRIATE CONSTRUCTION

AREA. MORE THAN ONE PERMIT MAY BE ISSUED, AS WORK IS LOCATED IN MULTIPLE AREAS.

D. THE REQUIRED INFECTION CONTROL PRECAUTIONS ARE AS FOLLOWS:

CLASS I:

• NOTIFY THE COR.

• EXECUTE WORK USING METHODS TO MINIMIZE RAISING DUST FROM CONSTRUCTION

OPERATIONS.

• CEILING TILES: IMMEDIATELY REPLACE ANY CEILING TILES DISPLACED FOR VISUAL INSPECTION.

• UPON COMPLETION: CLEAN WORK AREA, AND NOTIFY COR.

CLASS II:

• NOTIFY THE COR.

• PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM DISPERSING INTO ATMOSPHERE

SUCH AS WET METHODS OR TOOL MOUNTED DUST COLLECTORS.

• WATER MIST WORK SURFACES TO CONTROL DUST WHILE CUTTING.

• SEAL UNUSED DOORS WITH PAINTERS TAPE.

• BLOCK OFF AND SEAL AIR VENTS.

• REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.

• UPON COMPLETION: WIPE WORK SURFACES WITH CLEANER/ DISINFECTANT. CONTAIN

CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.

CLASS III:

DURING CONSTRUCTION WORK:

• OBTAIN PERMIT FROM THE COR.

• REMOVE OR ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT

CONTAMINATION OF DUCT SYSTEM.

• COMPLETE ALL CRITICAL BARRIERS TO SEAL AREA FROM NON-WORK AREA OR IMPLEMENT

CONTROL CUBE METHOD (CART WITH PLASTIC COVERING AND SEALED CONNECTION TO WORK

SITE WITH HEPA VACUUM FOR VACUUMING PRIOR TO EXIT) BEFORE CONSTRUCTION BEGINS.

INSTALL CONSTRUCTION BARRIERS AND CEILING PROTECTION CAREFULLY, OUTSIDE OF NORMAL

WORK HOURS.

• MAINTAIN NEGATIVE AIR PRESSURE, 0.01 INCHES OF WATER GAUGE, WITHIN WORK SITE

UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS AND CONTINUOUSLY MONITORED WITH A

DIGITAL DISPLAY, RECORDING AND ALARM INSTRUMENT, WHICH MUST BE CALIBRATED ON

INSTALLATION, MAINTAINEDWITH PERIODIC CALIBRATION AND MONITORED BY THE CONTRACTOR.

• CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.

• COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS SOLID LID.

UPON COMPLETION:

• DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT THOROUGHLY

CLEANED, AND IS INSPECTED BY THE CONTRACTING OFFICER REPRESENTATIVE AND BY THE VA

ENVIRONMENTAL SERVICES DEPARTMENT.

• REMOVE CONSTRUCTION BARRIERS AND CEILING PROTECTION CAREFULLY TO MINIMIZE

SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION, OUTSIDE OF NORMAL

WORK HOURS.

• VACUUM WORK AREA WITH HEPA FILTERED VACUUMS.

• WET MOP AREA WITH CLEANER/DISINFECTANT.

• UPON COMPLETION, RESTORE HVAC SYSTEM WHERE WORK WAS PERFORMED.

• RETURN PERMIT TO THE COR.

CLASS IV:

DURING CONSTRUCTION WORK:

• OBTAIN PERMIT FROM THE COR.

• ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT CONTAMINATION OF

DUCT SYSTEM.

• COMPLETE ALL CRITICAL BARRIERS TO SEAL AREA FROM NON-WORK AREA OR IMPLEMENT

CONTROL CUBE METHOD (CART WITH PLASTIC COVERING AND SEALED CONNECTION TO WORK

SITE WITH HEPA VACUUM FOR VACUUMING PRIOR TO EXIT) BEFORE CONSTRUCTION BEGINS.

INSTALL CONSTRUCTION BARRIERS AND CEILING PROTECTION CAREFULLY, OUTSIDE OF NORMAL

WORK HOURS.

• MAINTAIN NEGATIVE AIR PRESSURE, 0.01 INCHES OF WATER GAUGE, WITHIN WORK SITE

UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS AND CONTINUOUSLY MONITORED WITH A

DIGITAL DISPLAY, RECORDING AND ALARM INSTRUMENT, WHICH MUST BE CALIBRATED ON

INSTALLATION, MAINTAINED WITH PERIODIC CALIBRATION AND MONITORED BY THE

CONTRACTOR.

• SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES.

• CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO PASS THROUGH THIS ROOM SO THEY

CAN BE VACUUMED USING A HEPA VACUUM CLEANER BEFORE LEAVING WORK SITE OR THEY CAN

WEAR CLOTH OR PAPER COVERALLS THAT ARE REMOVED EACH TIME THEY LEAVE WORK SITE.

• ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO WEAR SHOE COVERS. SHOE COVERS

MUST BE CHANGED EACH TIME THE WORKER EXITS THE WORK AREA.

UPON COMPLETION:

• DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT THOROUGHLY

CLEANED, AND IS INSPECTED BY THE CONTRACTING OFFICER REPRESENTATIVE.

• REMOVE CONSTRUCTION BARRIERS AND CEILING PROTECTION CAREFULLY TO MINIMIZE

SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION, OUTSIDE OF NORMAL

WORK HOURS.

• CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.

• COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS SOLID LID.

• VACUUM WORK AREA WITH HEPA FILTERED VACUUMS.

• AREA TO BE CLEANED/DISINFECTED PER VA ENVIRONMENTAL SERVICES GUIDELINES AS

COORDINATED BY THE COR.

• UPON COMPLETION, RESTORE HVAC SYSTEM WHERE WORK WAS PERFORMED.

• RETURN PERMIT TO THE COR.

GENERAL ICRA NOTES

OUTSIDE OF BUILDING

WEEKLY CHANGED

HEPA FILTER

HEPA NEGATIVE

AIR UNIT

WEEKLY CHANGED

(OR MORE AS

NEEDED) PRE FILTER

FIRE RATED PLYWOOD

F

LE

X D

U C

T

SUPPLY DUCTS EITHER KEEP

RUNNING OR COVER WHEN

RUNNING TO KEEP DUST OUT.

TAPE ALL SERVICES

TO PROTECT AGAINST

CONTAMINATION A

O

V

FIRE EXTINGUISHER ON PORTABLE

FLOOR BRACKET (ILSM MAY REQUIRE

MORE THAN ONE)

SUSPENDED PLASTIC

ZIPPER WALL

CURTAIN BARRIER

6 MIL PLASTIC

TEMPORARY DIGITAL MANOMETER FOR NEGATIVE

PRESSURE MONITORING OUTSIDE OF ICRA BARRIER

FOR VA'S INSPECTION. INDICATOR SHALL BE AT -0.01

OR GREATER (VERIFY DAILY). IF NOT, VERIFY ALL

OPENINGS, SUCH AS DOOR CLOSED, AND/OR CHANGE

OUT NEGATIVE AIR PRE-FILTER.

PROVIDE STICKY MAT, DRY MAT, WET MAT

(CHANGED END OF SHIFT OR MORE IF

NECESSARYTO MAINTAIN CLEANLINESS)

PROVIDE WIPES AND SPRAY FOR WET MAT

POST ICRA ILSM FIRE

INSPECTION SHEETS

CONTAINER VISIBLE TO

PUBLIC

COVER ALL RETURNS AT THE

GRATE/DIFFUSERS

OPTIONAL EXHAUST DUCTS

(COVER THE GRATES AND THE DIFFUSERS)

E

DOOR OPENING

VENT TO OUTSIDE ROUTE

TO BE APPROVED BY COR.

FIRE PULL STATION WITH AUDIO/

VISUAL

ILSM SIGNAGE

ICRA BARRIER, SEE PLANS FOR TYPE AND LOCATION

GI100

GI100

PLASTIC WINDOW

SWIVEL CASTERS

WITH TWO LOCKING

BRAKES

MOBILE CART

A D

JU

S

T A

B

LE

H E

IG

H

T

HEPA NEGATIVE AIR

UNIT

EXISTING WALL

EXISTING CEILING

FLEX DUCT

HEATED DETECTOR CUT-OFF

BASIS OF DESIGN: HEPA NEGATIVE AIR UNIT

INTEGRAL WITH EDGEGUARD BARRIER SYSTEM.

FIRE RATED PLYWOOD (TEMP.

REMOVE GLASS PANEL)

EXISTING WINDOW FRAME

TYPE A OR C ICRA BARRIER,

SEE PLANS FOR TYPE AND

LOCATION

TYPE B OR D ICRA BARRIER,

SEE PLANS FOR TYPE AND

LOCATION

EXISTING CEILING

EXISTING CONCRETE SLAB FLOOR OR

ROOF ASSEMBLY

FINISHED FLOORING TO BE KEPT

CLEAN. FLOORS NOT BEING

REPLACED MUST BE PROTECTED.

COVER WITH ROSIN PAPER/ FIRE

RATED PLYWOOD.

WHEN WORKING ABOVE CEILING WITH

BARRIERS THAT TERMINATE AT CEILING,

PROVIDE PLASTIC ENCLOSURE IN

PLENUM SPACE.

XXXXXX

XXXXXX

XXXXXX

A .F

.F

4' -0

THIS IS A RESTRICTED AREA

AREA UNDER CONSTRUCTION

PERSONNEL ENTERING MUST HAVE: HARD HAT,

SAFETY GLASSES AND PROPER I.D.

COMING SOON!!

--DESCRIPTION ON NEWLY PROPOSED OCCUPANCY--

ICRA, ISLM, WATCH,

MISC. FORMS

PAPER CADDY

INDICATOR

(REFER TO

PLAN AND

ELEVATION)

FRAMED PICTURE

OF C.O.R. WITH

CONTACT

INFORMATION

CONSTRUCTION

SUPERVISOR

NAME AND CELL NUMBER

XXXXX

BOILER/CHILLER PLANT AFTER

HOURS CONTACT PHONE XXXXX

FIRE EMERGENCY DIAL 911

3 5/8" INSULATED WALL WITH 16

GAUGE METAL STUDS @ 16" O.C.

WALL TO EXTEND TO UNDERSIDE

OF DECK

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

EXISTING CEILING SYSTEM

BASE - TO MATCH EXISTING

AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING DECK

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S F

IE

L D

V E

R

IF

Y

W A

L L

H E

IG

H

T V

A R

IE

S

F

IE

L D

V E

R

IF

Y

4 7/8"

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

EXISTING CEILING SYSTEM

BASE - TO MATCH EXISTING

AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING DECK

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S F

IE

L D

V E

R

IF

Y

/2

4 7/8"

3 5/8" 16 GAUGE METAL STUDS @

16" O.C. WALL TO EXTEND TO

UNDERSIDE OF DECK

CB

3 5/8" INSULATED WALL WITH 16

GAUGE METAL STUDS @ 16" O.C.

(2) LAYERS 5/8" GYPSUM BOARD

EACH SIDE. WALL TO EXTEND TO

UNDERSIDE OF DECK

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

EXISTING CEILING SYSTEM

BASE - TO MATCH EXISTING

AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING DECK

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S F

IE

L D

V E

R

IF

Y

W A

L L

H E

IG

H

T V

A R

IE

S

F

IE

L D

V E

R

IF

Y

6 1/8"

D

FIRE RESISTANT SEALANT, BOTH

SIDES

FIRE RESISTANT SEALANT, BOTH

SIDES

FIRE RESISTANT SEALANT, BOTH

SIDES

1-HR RATED AND SMOKE RATED

U.L. DESIGN NO. U404

SMOKE RATED 2-HR RATED AND SMOKE

RATED

U.L. DESIGN NO. U404A

PLASTIC SHEET BARRIER

NON RATED

PLASTIC SHEET

BARRIER

EXISTING WALL

ASSEMBLY

EXISTING CEILING

BOTTOM SEALING RUNNER

TOP SEALING RUNNER

SUPPORT POLES,

QUANTITY PER MANUF.

RECOMMENDATIONS

REQU.

AS

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 o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR SBBL COLLABORATIVE JN, INC.

100 N. STONE AVE STE 1102

TUCSON, AZ 85701-1524

(520) 620-0255

NM ARCH - SETH CAVIN #005667 EXP. 12/31/2023

NM MECH - JAMES R. MYLES #25930 EXP. 12/31/2024

NM ELEC - EVANS SORDIASHIE #22917 EXP. 12/31/2023

CIVIL / STRUCTURAL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

2519 MADISON AVE

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

HEALTHCARE PLANNER

THE INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

/1

/2

:1 :1

A

M

ICRA INFORMATION

NR 04 79AJS

BID DOCUMENTS

REPAIR SPS SEWER AND

UPGRADE EQUIPMENT AREA

08/11/2023

501-21-101

RAYMOND G. MURPHY VAMC

1501 SAN PEDRO DRIVE SE

ALBUQUERQUE, NM 87108

GI100

SPUR #: 1993.10

1/2" = 1'-0"

GENERAL ICRA CONSTRUCTION LAYOUT13/8" = 1'-0"

ICRA MOBILE CONTAINMENT CART23/8" = 1'-0"

SECTION AT ICRA CONSTRUCTION PLAN3

3/8" = 1'-0"

ICRA ELEVATION4

3/4" = 1'-0"

ICRA BARRIER WALL TYPES5