S02 Attachment 2 Drawings.pdf

AREA OF WORK

NORTH

BLDG 80

AREA OF WORK

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

Building 80 Upgrade

(COVID-19)

JI

GI-000

COVER SHEET

501-22-101

SMc

VA New Mexico Healthcare System 1501 San Pedro Dr. SE, Albuquerque, NM 87108

01/29/2024

Issue for Bid

Fully Sprinklered

22009

PROJECT

SITE

BUILDING 80 UPGRADES AND/OR MODIFICATIONS ARE NEEDED TO

BETTER SUPPORT THE REQUIRED MEDICAL TREATMENT IN THE

CURRENT 15-BED FACILITY. THE SCOPE OF WORK NEEDED MAINTAINS

THE SAME BUILDING STRUCTURE AND LAYOUT, WITH SYSTEMS

EITHER BEING NEW AND/OR RECEIVING MODIFICATIONS TO MEET

TREATMENT REQUIREMENTS.

WORK INCLUDES: UPGRADE OF VARIOUS ROOMS AND SYSTEMS TO

MEET THE CURRENT VANMHCS NEED FOR PHYSICAL THERAPY AND

HOSPICE PATIENTS. DESIGN TO INCLUDE RECONFIGURATION OF

EXISTING GREAT ROOM, BATHING SUITE AND RESPECTIVE

RESTROOM TO MODIFY USAGES; ADDITION OF LARGE-SCALE

PERMANENT OXYGEN TANK TO MEET THE CURRENT PATIENT NEEDS

AND THE MODIFICATION OF THE EXISTING OXYGEN STORAGE ROOM

TO MANAGE THE ADDITIONAL SUPPLY; FINALIZATION OF

INSTALLATION OF ‘WANDERGUARD’ AND ‘GET-WELL’ SYSTEMS TO

ACTIVATE THEIR USAGE WITHIN THE FACILITY; ADD LANDSCAPING

AND IRRIGATION TO COMPLETE LANDSCAPING DESIGN; AND UPDATE

DRIVE PATH LEADING UP TO THE O2 STORAGE YARD & RE-

CONFIGURE PARKING STALLS AT B15 & B18.

PROJECT DESCRIPTION

VICINITY MAP

PROJECT TEAM

FACILITY:

Department of Veterans Affairs VA New Mexico Healthcare System Engineering Services 1501 San Pedro Dr SE Albuquerque, NM 87108

Contact: Andrew Chisholm, COR;

P: 505.265.1711 x3041 E: andrew.chisholm@va.gov

Contact: Brian Johns, alt COR P: 505.265.1711 x7089 E: Brian.Johns2@va.gov

ARCHITECT

MA|Architects, Inc.

316 Osuna Rd. NE, Suite 402 Albuquerque, NM 87107

Contact: Alisa Giron P: 505.591.0201 x201 E: a.giron@ma-architects.net

MECHANICAL ENGINEER

QA Engineering, LLC 1409 Ortiz Dr SE Albuquerque, NM 87108

Contact: Robert Quintana P: 505.338.7092 E: robert@qaengineering.com

ELECTRICAL ENGINEER

QA Engineering, LLC 1409 Ortiz Dr SE Albuquerque, NM 87108

Contact: Jon Anthony P: 505.338.7092 E: jon@qaengineering.com

CIVIL

Bohannan Houston, Inc.

7500 Jefferson St., NE Albuquerque, NM 87109

Contact: Glenn Broughton, PE P: 505.823.1000 E: GBroughton@bhinc.com

LANDSCAPING

Sites Southwest 1700 Central SE, Suite B Albuquerque, NM 87104

Contact: Bob Oberdorfer P: 505.822.8200 x105 E: roberforfer@sites-sw.com

DEPARTMENT OF VETERANS AFFAIRS

VA New Mexico Healthcare System

1501 San Pedro Dr SE, Albuquerque, NM 87108

VA Project No. 501-22-101 | Building 80 Upgrade (COVID-19)

Rev. Date Description

03/29/2024

Steven A. McCaslin

No. 005902

03/29/2024

APPLICABLE STANDARDS:

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 NFPA 101 Life Safety Code

2019 NFPA 241 Standard for Safeguarding Construction, Alteration, and Demolition Operations

2018 NFPA National Fire Codes with the exception of NFPA 5000 and NFPA 900

Occupational, Safety and Health Administration (OSHA) Standards

2019 VA Seismic Design Requirements, H-18-8

2020 National Electrical Code (NEC) (NFPA 70)

2018 International Plumbing Code (IPC)

2019 Safety Code for Elevators and Escalators, American Society of Mechanical Engineers (ASME) A 17.1.

2017 ASME Boiler and Pressure Vessel Code

ASME Code for Pressure Piping

2015 Architectural Barriers Act Accessibility Standards (ABAAS) including VA supplement, Barrier Free Design Guide (PG-18-13)

Building Code Requirements for Reinforced Concrete, American Concrete Institute and Commentary (ACI 318)

Manual of Steel Construction, Load and Resistance Factor Design Specifications for Structural Steel Buildings, American Institute of Steel Construction (AISC)

Energy policy Act of 2005 (EPAct)

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.

Federal Leadership in High Performance and Sustainable Buildings: Memorandum of Understanding (MOU)

Executive Order 13423: Strengthening Federal Environmental, Energy, and Transportation Management.

The Provisions for Construction and Safety Signs. Stated in the General Requirements Section 01 00 00 of the VA Master Construction Specification.

Ventilation for Acceptable Indoor Air Quality – ASHRAE Standard 62.1- 2016.

Safety Standard for Refrigeration Systems – ASHRAE Standard 15 – 2016.

UNLESS OTHERWISE SPECIFIED, SPECIFIC REFERENCES TO CODES, REGULATIONS, STANDARDS, MANUFACTURERS' INSTRUCTIONS, OR REQUIREMENTS OF REGULATORY AGENCIES, SHALL MEAN

THE LATEST EDITION OF EACH IN EFFECT AT THE DATE OF PROJECT SUBMISSION (U.N.O.)

GENERAL NOTES:

1. THE FOLLOWING GENERAL NOTES APPLY TO THE ENTIRE SET OF DRAWINGS LISTED BY

THE "INDEX OF DRAWINGS".

2. FOR GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS APPLICABLE ONLY TO THE

DRAWINGS OF ONE DISCIPLINE, REFER TO THE DRAWINGS OF THAT DISCIPLINE - SEE

"INDEX OF DRAWINGS".

3. APPLICABLE PORTIONS OF THE CODES, REGULATIONS, AND STANDARDS LISTED HERE ARE

INCORPORATED BY REFERENCE INTO THE REQUIREMENTS OF THIS CONTRACT AND

ESTABLISH MINIMUM REQUIREMENTS WITH WHICH THE WORK MUST COMPLY.

THIS PROJECT AND ALL PARTS OF THE WORK ASSOCIATED WITH THE PROJECT -

INCLUDING MATERIALS, METHODS, ASSEMBLIES, ETC - SHALL COMPLY WITH ALL

APPLICABLE GOVERNING RULES, CODES, REGULATIONS, ORDINANCES, AND LAWS OF ALL

FEDERAL, STATE, DISTRICT, TERRITORIAL, AND LOCAL GOVERNMENT AUTHORITIES HAVING

JURISDICTION OVER THE DESIGN, CONSTRUCTION, AND OCCUPANCY OF THE PROJECT,

WHETHER LISTED BY THE CONTRACT DOCUMENTS OR NOT. NO PART OF THE CONTRACT

DOCUMENTS SHALL BE CONSTRUED TO REQUIRE OR PERMIT WORK CONTRARY TO AN

APPLICABLE GOVERNING RULE, CODE, REGULATION, ORDINANCE, OR LAW.

NO PART OF THE CONTRACT DOCUMENTS SHALL BE CONSTRUED TO REQUIRE OR PERMIT

WORK CONTRARY TO AN APPLICABLE GOVERNING RULE, CODE, REGULATION, ORDINANCE,

OR LAW.

4. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT

ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.

5. SCHEDULE CONSTRUCTION WORK HOURS TO ACCOMMODATE THE OPERATION OF THE

FACILITY.

6. THE ARCHITECTURAL DRAWINGS ARE A PART OF A LARGER SET OF DRAWINGS WHICH,

WHEN COMPLETE, CONSISTS OF ALL DRAWINGS LISTED BY THE INDEX OF DRAWINGS. THE

SET OF DRAWINGS, WHEN COMPLETE, CONSISTS OF ALL DRAWINGS LISTED BY THE "INDEX

OF DRAWINGS". PARTIAL SETS OF DRAWINGS ARE INCOMPLETE.

THE WORK DESCRIBED BY THE DRAWINGS OF ANY ONE DISCIPLINE MAY BE AFFECTED BY

THE WORK DESCRIBED ON DRAWINGS OF ANOTHER DISCIPLINE OR MANUFACTURE

INSTALLATION REQUIREMENTS. SHOULD THEY DISAGREE IN THEMSELVES, OR WITH EACH

OTHER, BIDS SHALL BE BASED ON THE MOST EXPENSIVE COMBINATION OF QUALITY AND

QUANTITY OF WORK INDICATED. ANY DISCREPANCY BETWEEN THESE DOCUMENTS SHALL

BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION.

7. THE ARCHITECTURAL FLOOR PLANS, REFLECTED CEILING PLANS, SECTIONS, AND

ELEVATIONS ILLUSTRATE THE DESIGN INTENT. THE ARCHITECTURAL DRAWINGS

ESTABLISH AND COORDINATE THE FINISHED APPEARANCE AND LOCATION OF MANY, BUT

NOT ALL, EXPOSED ELEMENTS OF THE WORK. THE STRUCTURAL, MECHANICAL,

ELECTRICAL, PLUMBING, OTHER DRAWINGS, AND JOB SPECIFICATIONS ARE

SUPPLEMENTARY TO ARCHITECTURAL WORKING DRAWINGS. THE WORK DESCRIBED BY

THE DRAWINGS OF ANY ONE DISCIPLINE MAY BE AFFECTED BY THE WORK DESCRIBED ON

DRAWINGS OF ANOTHER DISCIPLINE OR MANUFACTURER INSTALLATION REQUIREMENTS.

SHOULD THEY DISAGREE IN THEMSELVES, OR WITH EACH OTHER, BIDS SHALL BE BASED

ON THE MOST EXPENSIVE COMBINATION OF QUALITY AND QUANTITY OF WORK INDICATED.

ANY DISCREPANCY BETWEEN THESE DOCUMENTS SHALL BE IMMEDIATELY BROUGHT TO

THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION.

8. THE SPECIFICATIONS ARE INTENDED TO COMMUNICATE THE DETAILED PROPERTIES AND

QUALITY OF THE INDIVIDUAL MATERIALS, ASSEMBLIES, AND SYSTEMS THAT COMPRISE THE

WORK; THE FUNCTIONAL AND PERFORMANCE REQUIREMENTS FOR THE INDIVIDUAL PARTS

OF THE WORK; AND THE FABRICATION AND INSTALLATION REQUIREMENTS FOR INDIVIDUAL

PARTS OF THE WORK - THE SPECIFICATIONS TAKE PRECEDENCE OVER THE DRAWINGS

WITH RESPECT TO INFORMATION OF THIS NATURE.

9. PROPRIETARY PRODUCTS OR ASSEMBLIES UTILIZED AS "BASIS OF DESIGN":

• ON OCCASION, THE DRAWINGS MAY REFER TO A SINGLE PROPRIETARY PRODUCT

OR ASSEMBLY WHILE THE SPECIFICATIONS LIST TWO OR MORE ACCEPTABLE

MANUFACTURES AND/OR PRODUCTS, WHEN THIS OCCURS, THE PRODUCT OR

ASSEMBLY ILLUSTRATED BY THE DRAWINGS IS THE "BASIS OF DESIGN" PRODUCT OR

ASSEMBLY.

• THE DIMENSIONS, MOUNTING HEIGHTS, CLEARANCES, AND ACCESS REQUIREMENTS

OF SPECIFIED PRODUCTS AND ASSEMBLIES OTHER THAN THE "BASIS OF DESIGN"

MAY VARY FROM THAT SHOWN BY THE DRAWINGS.

• THE CONTRACTOR MAY UTILIZE ANY OTHER SPECIFIED PRODUCT OR ASSEMBLY IN

LIEU OF THE "BASIS OF DESIGN" PRODUCT OR ASSEMBLY, AS APPROVED BY

GOVERNMENT’S REPRESENTATIVE. HOWEVER, THE CONTRACTOR IS RESPONSIBLE

(AT NO ADDITIONAL EXPENSE TO THE GOVERNMENT) FOR ALL COORDINATION AND

REVISIONS TO DIMENSIONS AND/OR DETAILS NECESSARY TO ACHIEVE THE SAME

FUNCTIONAL AND AESTHETIC DESIGN INTENT AS ILLUSTRATED BY THE "BASIS OF

DESIGN" SHOWN BY THE CONTRACT DOCUMENTS.

10. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR

EXAMINING CONTRACT DOCUMENTS, FIELD CONDITIONS, AND CONFIRMING THAT WORK IS

BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IT IS NOT INTENDED

THAT THE CONTRACT DOCUMENTS INCLUDE EACH & EVERY SUB-SYSTEM AND/OR SUB-

COMPONENT NECESSARY TO FULLY AND PROPERLY COMPLETE THE WORK. SUB-SYSTEMS,

SUB-COMPONENTS OR DETAILS REQUIRED OR NORMALLY INCLUDED AS TRADE PRACTICE

MAY NOT BE SPECIFICALLY MENTIONED NOR SHOWN.

THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE

ARCHITECT BEFORE PROCEEDING WITH WORK IN QUESTION OR RELATED WORK.

11. THE ARCHITECT / ENGINEERS SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT

BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE ON

PROCEDURE, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE

WORK, ALL OF WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL

CONTRACTOR.

12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW AND COORDINATE THE WORK OF

ALL SUBCONTRACTORS, TRADES, AND SUPPLIERS WITH ALL REQUIREMENTS OF THE

CONTRACT DOCUMENTS BEFORE COMMENCING CONSTRUCTION, AND TO ASSURE THAT

ALL PARTIES ARE AWARE OF ALL REQUIREMENTS, REGARDLESS OF WHERE THE

REQUIREMENTS OCCUR IN THE CONTRACT DOCUMENTS, WHICH MIGHT AFFECT THE WORK

OF THAT PARTY.

CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, EQUIPMENT, TOOLS AND SERVICES

NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF ALL WORK SHOWN,

DESCRIBED, OR REASONABLY IMPLIED, BUT NOT LIMITED TO THAT EXPLICITLY INDICATED

IN THE CONTRACT DOCUMENTS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, FITTING OR PATCHING THAT

MAY BE REQUIRED TO COMPLETE WORK OR TO MAKE ITS SEVERAL PARTS FIT TOGETHER.

GENERAL NOTES CONTINUED:

13. THE THE CONTRACTOR SHALL, IN ADVANCE OF THE WORK, PREPARE COORDINATION

DRAWINGS SHOWING THE LOCATION OF OPENINGS THROUGH SLABS, THE PIPE SLEEVES

AND HANGER INSERTS, AS WELL AS THE LOCATION AND ELEVATION OF UTILITY LINES,

INCLUDING, BUT NOT LIMITED TO, CONVEYOR SYSTEMS, PNEUMATIC TUBES, DUCTS, AND

CONDUITS AND PIPES TWO INCHES AND LARGER IN DIAMETER. THESE DRAWINGS,

INCLUDING PLANS, ELEVATIONS, AND SECTIONS AS APPROPRIATE, SHALL CLEARLY SHOW

THE MANNER IN WHICH THE UTILITIES FIT INTO THE AVAILABLE SPACE AND RELATE TO

EACH OTHER AND TO EXISTING BUILDING ELEMENTS. DRAWINGS SHALL BE OF

APPROPRIATE SCALE TO SATISFY THE PREVIOUSLY STATED PURPOSES, BUT NOT SMALLER

THAN 3/8-INCH SCALE. DRAWINGS MAY BE COMPOSITE (WITH DISTINCTIVE COLORS FOR

THE VARIOUS TRADES) OR MAY BE SEPARATE BUT FULLY COORDINATED DRAWINGS (SUCH

AS SEPIAS OR PHOTOGRAPHIC PAPER REPRODUCIBLE) OF THE SAME SCALE. SEPARATE

DRAWINGS SHALL DEPICT IDENTICAL BUILDING AREAS OR SECTIONS AND SHALL BE

CAPABLE OF BEING OVERLAID IN ANY COMBINATION. THE SUBMITTED DRAWINGS FOR A

GIVEN AREA OF THE PROJECT SHALL SHOW THE WORK OF ALL TRADES THAT WILL BE

INVOLVED IN THAT PARTICULAR AREA. COMPLETE COMPOSITE DRAWINGS OR SIX

COMPLETE SETS OF SEPARATE REPRODUCIBLE DRAWINGS SHALL BE RECEIVED BY THE

GOVERNMENT NOT LESS THAN 20 DAYS PRIOR TO THE SCHEDULED START OF THE WORK

IN THE AREA ILLUSTRATED BY THE DRAWINGS, FOR THE PURPOSE OF SHOWING THE

CONTRACTOR’S PLANNED METHODS OF INSTALLATION. THE OBJECTIVES OF SUCH

DRAWINGS ARE TO PROMOTE CAREFULLY PLANNED WORK SEQUENCE AND PROPER

TRADE COORDINATION, IN ORDER TO ASSURE THE EXPEDITIOUS SOLUTIONS OF

PROBLEMS AND THE INSTALLATION OF LINES AND EQUIPMENT AS CONTEMPLATED BY THE

CONTRACT DOCUMENTS WHILE AVOIDING OR MINIMIZING ADDITIONAL COSTS TO THE

CONTRACTOR AND TO THE GOVERNMENT. IN THE EVENT THE CONTRACTOR, IN

COORDINATING THE VARIOUS INSTALLATIONS AND IN PLANNING THE METHOD OF

INSTALLATION, FINDS A CONFLICT IN LOCATION OR ELEVATION OF ANY OF THE UTILITIES

WITH THEMSELVES, WITH STRUCTURAL ITEMS OR WITH OTHER CONSTRUCTION ITEMS,

HE/SHE SHALL BRING THIS CONFLICT TO THE ATTENTION OF THE CONTRACTING OFFICER

IMMEDIATELY. IN DOING SO, THE CONTRACTOR SHALL EXPLAIN THE PROPOSED METHOD

OF SOLVING THE PROBLEM OR SHALL REQUEST INSTRUCTIONS AS TO HOW TO PROCEED

IF ADJUSTMENTS BEYOND THOSE OF USUAL TRADES’ COORDINATION ARE NECESSARY.

UTILITIES INSTALLATION WORK WILL NOT PROCEED IN ANY AREA PRIOR TO THE

SUBMISSION AND COMPLETION OF THE GOVERNMENT REVIEW OF THE COORDINATED

DRAWINGS FOR THAT AREA, NOR IN ANY AREA IN WHICH CONFLICTS ARE DISCLOSED BY

THE COORDINATION DRAWINGS, UNTIL THE CONFLICTS HAVE BEEN CORRECTED TO THE

SATISFACTION OF THE CONTRACTING OFFICER. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO SUBMIT THE REQUIRED DRAWINGS IN A TIMELY MANNER CONSISTENT

WITH THE REQUIREMENTS TO COMPLETE THE WORK COVERED BY THIS CONTRACT WITHIN

THE PRESCRIBED CONTRACT TIME.

14. CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, EQUIPMENT, TOOLS AND SERVICES

NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF ALL WORK SHOWN,

DESCRIBED, OR REASONABLY IMPLIED, BUT NOT LIMITED TO THAT EXPLICITLY INDICATED

IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

CUTTING, FITTING OR PATCHING THAT MAY BE REQUIRED TO COMPLETE WORK OR TO

MAKE ITS SEVERAL PARTS FIT TOGETHER. THE GENERAL CONTRACTOR IS RESPONSIBLE

TO REVIEW AND COORDINATE THE WORK OF ALL SUBCONTRACTORS, TRADES, AND

SUPPLIERS WITH ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS.

15. ALL WORK NOTED "N.I.C." OR "NOT IN CONTRACT" IS TO BE ACCOMPLISHED BY A

CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR AND IS NOT TO BE PART OF THE

CONSTRUCTION AGREEMENT. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE TO

COORDINATE WITH ALL "OTHER" CONTRACTORS PER REQUIREMENTS ESTABLISHED BY

GOVERNMENT, WHICH ARE UNDER SEPARATE CONTRACT WITH THE GOVERNMENT.

16. ANY WORK INSTALLED IN CONFLICT WITH THE CONTRACT DRAWINGS, CODE

REQUIREMENTS OR MANUFACTURER REQUIREMENTS WITHOUT THE PRIOR APPROVAL OF

THE GOVERNMENT AND THE ARCHITECT SHALL BE CORRECTED AT THE CONTRACTOR'S

EXPENSE. THE CONTRACTOR SHALL PROMPTLY CORRECT ALL WORK REJECTED BY THE

GOVERNMENT AS DEFECTIVE OR AS FAILING TO CONFORM TO THE CONTRACT

DOCUMENTS WHETHER OBSERVED BEFORE OR AFTER SUBSTANTIAL COMPLETION AND

WHETHER OR NOT FABRICATED, INSTALLED OR COMPLETED. THE CONTRACTOR SHALL

BEAR ALL COSTS OF CORRECTING SUCH REJECTED WORK, NOT TO BE REIMBURSED.

17. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR COORDINATION OF THE WORK OF

THE TRADES, SUBCONTRACTORS, AND MATERIAL SUPPLIERS. THE CONTRACTOR SHALL,

IN ADVANCE OF THE WORK, PREPARE COORDINATION DRAWINGS SHOWING THE LOCATION

OF OPENINGS THROUGH SLABS, THE PIPE SLEEVES AND HANGER INSERTS, AS WELL AS

THE LOCATION AND ELEVATION OF UTILITY LINES, INCLUDING, BUT NOT LIMITED TO,

CONVEYOR SYSTEMS, PNEUMATIC TUBES, DUCTS, AND CONDUITS AND PIPES 2 INCHES

AND LARGER IN DIAMETER. THESE DRAWINGS, INCLUDING PLANS, ELEVATIONS, AND

SECTIONS AS APPROPRIATE, SHALL CLEARLY SHOW THE MANNER IN WHICH THE UTILITIES

FIT INTO THE AVAILABLE SPACE AND RELATE TO EACH OTHER AND TO EXISTING BUILDING

ELEMENTS.

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

Building 80 Upgrade

(COVID-19)

JI

GI-001

SHEET INDEX, APPLICABLE

STANDARDS & GENERAL NOTES

501-22-101

SMc

VA New Mexico Healthcare System 1501 San Pedro Dr. SE, Albuquerque, NM 87108

01/29/2024

Issue for Bid

Fully Sprinklered

22009

APPLICABLE STANDARDS

MECHANICAL

M-211 MECHANICAL ENLARGED PLANS - ROOM A129, A147/A147A, B103A/B103B

PLUMBING

PSD-201 PARTIAL PLUMBING SITE PLAN - DEMOLITION

PS-201 PLUMBING SITE PLAN - O2 EQUIPMENT, PIPING AND DRIVE-PAD PLAN

PS-202 PARTIAL SITE - BULK O2 ENCLOSURE, DRIVE PAD PLAN AND DETAILS

P-212 PLUMBING ENLARGED PLAN - CLEAN STORAGE

P-701 PLUMBING SITE PLAN - O2 EQUIPMENT & PIPING SCHEMATIC

P-702 PLUMBING SITE PLAN - O2 EQUIPMENT & PIPING SCHEMATIC

PID-401 PROCESS & INSTRUCMENT DIAGRAM

ELECTRICAL

E-211 ELECTRICAL ENLARGED PLANS - PATIENT CONFERENCE ROOM B103

E-601 ELECTRICAL SCHEDULE

TELECOMMUNICATIONS

ES-201 COMM SITE PLAN

ET-102 B-WING COMM PLAN

ET-103 C-WING COMM PLAN

ET-211 ENLARGED TELECOMM ROOM PLAN

FIRE PROTECTION

F-211 FIRE ENLARGED PLANS - PATIENT CONFERENCE ROOM B103

SHEET INDEX PROJECT DATA

PROJECT ADDRESS: 1501 SAN PEDRO DR SE,

ALBUQUERQUE, NM 87108

CONSTRUCTION TYPE: TYPE II (000) PER NFPA 101, TABLE 18.1.6.1

(EXISTING)

FIRE RESISTIVE CONSTRUCTION WITH FULLY AUTOMATIC SPRINKLER

SYSTEM (NFPA 13)

ACCESS TRAVEL DISTANCE WITH SPRINKLER: 150 FT

STORIES: 1 STORY

BLDG. OCCUPANCY : MIXED OCCUPANCY WITH NON-SEPARATED USES

(EXISTING) PRIMARY: GROUP I-2, HEALTHCARE OCCUPANCY PER NFPA 101, 6.1.5.1

SECONDARY: GROUP A-2, GROUP B, GROUP S-2

BUILDING GSF: 19,595

TOTAL OCCUPANCY LOAD: 139

AREA OF WORK: 1,027sf

PROJECT GENERAL NOTES

STRUCTURAL

S1.0 GENERAL NOTES & PLANS

S1.1 TYPICAL DETAILS

S2.0 DETAILS

GENERAL

GI-000 COVER SHEET

GI-001 SHEET INDEX, APPLICABLE STANDARDS & GENERAL NOTES

GI-002 ABBREVIATIONS & SYMBOLS

GI-101 REFERENCE FLOOR PLAN

GI-102 REFERENCE REFLECTED CEILING PLAN

GI-103 GREAT ROOM B103 PHOTO REFERENCE PLAN

GI-104 BATHING SUITE A147 PHOTO REFERENCE PLAN

GI-105 OXYGEN STORAGE A129 PHOTO REFERENCE PLAN

LANDSCAPING

LP-101 LANDSCAPE PLAN

LP-501 LANDSCAPE DETAILS

LI-101 LANDSCAPE IRRIGATION PLAN

LI-501 LANDSCAPE IRRIGATION DETAILS

LI-502 LANDSCAPE IRRIGATION DETAILS

ARCHITECTURAL

AD-100 DEMOLITION SITE PLAN

AS-100 SITE PLAN

AS-500 SITE DETAILS

AS-501 SITE DETAILS

AE-211 ENLARGED PLANS - PATIENT CONFERENCE ROOM B103

AE-212 ENLARGED PLANS - CLEAN STORAGE A147

AE-213 ENLARGED PLANS - OXYGEN STORAGE A129

AE-800 DOOR, WINDOW & FINISH SCHEDULES

AE-1000 INTERIOR DETAILS

AE-1001 TYPICAL FRAMING DETAILS

CIVIL

C-100 OVERALL GRADING PLAN

Rev. Date Description

03/29/2024

Issue for Bid

Steven A. McCaslin

ABC

A

AGGREGATE BASE COURSE

BB

B

BULLETIN BOARD

BD BOARD

BD FT

BHMA

BOARD FEET (FOOT)

BUILDER'S HARDWARE MANUFACTURER'S

ASSOCIATION

BI FLD DR BIFOLDING DOORS

BEV BEVEL

BITUM BITUMINOUS

BKG BACKING

BLD BUILD

CAB

C

CABINET

CB CATCH BASIN

CCT

CG

CUBICLE CURTAIN TRACK

CORNER GUARD

CEM

CER

CEMENT, CEMENTITIOUS

CERAMIC

CCTV CLOSED CIRCUIT TELEVISION

CH BD CHALKBOARD

CI CAST IRON

CJ CONTROL JOINT

CL

CLG

CLR

CMU

CNTR

COL

CONC

CONF

CONN

CONSTR

CONT

CONTR

CORR

CPT

CSK

CSP

CSWK

CU

CW

CENTER LINE

CEILING

CLEAR

CONCRETE MASONRY UNIT

COUNTER

COLUMN

CONCRETE

CONFERENCE

CONNECTION

CONSTRUCTION

CONTINUOUS

CONTRACTOR

CORRUGATED

CARPET

COUNTERSUNK

COMBINATION STANDPIPE

CASEWORK

CUBIC

COLD WATER

D

D

DEPTH

DBL DOUBLE

DBL ACT DOUBLE ACTING

DEG DEGREE

DEMO DEMOLISH

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIM DIMENSION

DIM PT DIMENSION POINT

DISP DISPENSER

DIST DISTANCE

DN DOWN

DR DRAIN

DS DOWNSPOUT

DSP DRY STANDPIPE

DT DRAPERY TRACK

DWG DRAWING

DWGS DRAWINGS

(E)

E

EXISTING

EA EACH

EDR EQUIPMENT DRAWING

EG EDGE GUARD

EIFS EXTERIOR INSULATION FINISH SYSTEM

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

EOS EDGE OF SLAB

EP ELECTRICAL PANEL

EPB ELECTRICAL PANEL BOARD

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ESCAL ESCALATOR

EST ESTIMATE(D)

EWC ELECTRIC WATER COOLER

EXC EXCAVATED

EXH EXHAUST

EXP EXPANSION

EXP JT EXPANSION JOINT

FURN FURNITURE

FXTR FIXTURE

G

G

GAS

H

H

HIGH

GA GAUGE, GAGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GFRC GLASS FIBER REINFORCED CONCRETE

GFRG GLASS FIBER REINFORCED GYPSUM

GFRP GLASS FIBER REINFORCED PLASTIC

GLU LAM GLUE LAMINATED

GLZ GLAZING

GR GRADE OR GRADING

GVL GRAVEL

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

ID

I

INSIDE DIAMETER

JAN

J

JANITOR

KG

K

KILOGRAM

L

L

LENGTH, LONG

M

(N) N

NA

NAAMM

NAT

NATL

NC

NCOMBL

NEC

NEG

NEMA

NEUT

NFC

NFPA

NIC

NO

NOM

NR

NRC

NRCA

NRP

NS

NUM

N

NEW

NORTH

NOT APPLICABLE

NATIONAL ASSOCIATION OF

ARCHITECTURAL METAL MANUFACTURERS

NATURAL

NATIONAL

NOISE CRITERIA

NONCOMBUSTIBLE

NATIONAL ELECTRICAL CODE

NEGATIVE

NATIONAL ELECTRICAL MANUFACTURERS

ASSOCIATION

NEUTRAL

NATIONAL FIRE CODE

NATIONAL FIRE PROTECTION

ASSOCIATION

NOT IN CONTRACT

NUMBER

NOMINAL

NOISE REDUCTION

NOISE REDUCTION COEFFICIENT

NATIONAL ROOFING CONTRACTORS

ASSOCIATION

NONREMOVABLE

NARROW STILE

NUM NUMERAL

P

QA

QC

QRY

QT

QTB

QTF

QTR

QTY

QUAD

QUAL

Q

QUALITY ASSURANCE

QUALITY CONTROL

QUARRY

QUARRY TILE

QUARRY TILE BASE

QUARRY TILE FLOOR

QUARTER

QUANTITY

QUADRANT

QUALITY

R

R

RISER

S

SA

SALV

SAMP

SAN

SAT

SATC

SB

SBS

SBSTR

SC

SCH

SCHED

SCHEM

SCP

SCRN

SCT

SCWD

SD

SDG

SECT

SEG

SEL

SEP

SF

SFTWD

SGD

SGL

SHR

SHR HD

SHRH

SHT

SHT MTL

SHTHG

SHV

SIM

SJ

SJI

SK

SKLT

SLD WDW

SLDG

SLNT

SM

SMK

SND

SND INS

SNDU

SPEC

SPKLR

SPKR

SPLY

SQ

SQ IN

SQ YD

SS

SST

ST

STC

STD

STIF

STL JST

STL LNTL

STL PL

STL RF DK

STL TB

STL TR

STNLS

STOR

STR

STRUCT

SUB

SURF

SUSP

SUSP CLG

SV

SW

SWDR

SYM

SYNTH

SYS

SOUTH

SUPPLY AIR

SALVAGE

SAMPLE

SANITARY

SUSPENDED ACOUSTICAL TILE

SUSPENDED ACOUSTICAL TILE CEILING

SPLASH BLOCK

STYRENE BUTADIEN STYRENE

SUBSTRATE

SHADING COEFFICIENT OR SOLID CORE

SCHOOL

SCHEDULE

SCHEMATIC

SCUPPER

SCREEN

STRUCTURAL CLAY TILE

SOLID CORE WOOD DOOR

SHOP DRAWINGS, SMOKE DETECTOR,

OR SOAP DISPENSER

SIDING

SECTION

SEGMENT

SELECT

SEPARATE

SQUARE FOOT (FEET)

SOFTWOOD

SLIDING GLASS DOOR

SINGLE

SHOWER

SHOWER HEAD

SHOWER DRAIN

SHEET

SHEET METAL

SHEATHING

SHELVING

SIMILAR

SCORED JOINT

STEEL JOIST INSTITUTE

SKETCH

SKYLIGHT

HORIZONTAL SLIDING WINDOW

SLIDING

SEALANT

SHEET METAL

SMOKE

SANITARY NAPKIN DISPENSER

SOUND INSULATION

SANITARY NAPKIN DISPOSAL UNIT

SPECIFICATION

SPRINKLER

SPEAKER

SUPPLY

SQUARE

SQUARE INCH

SQUARE YARD

SANITARY SEWER OR SERVICE SINK

STAINLESS STEEL

STAIRS OR STREET

SOUND TRANSMISSION CLASS

STANDARD

STIFFENER

STEEL JOIST

STEEL LINTEL

STEEL PLATE

STEEL ROOF DECK

STEEL TUBE

STEEL TRUSS

STAINLESS

STORAGE

STRINGERS

STRUCTURAL

SUBSTITUTE

SURFACE

SUSPEND

SUSPENDED CEILING

SHEET VINYL

SWITCH

SWING DOOR

SYMBOL

SYNTHETIC

SYSTEM

T T&G T&M

TB

TCA

TCP

TD

TECH

TEL

TEMP

TER

THD

THERM

THK

THRES

THRU

THRUOUT

TK BD

TMPD

TMPD GL

TN

TO

TO FDN

TOB

TOM

TOP

TOS

TOW

TPD

TPH

TR

TRANS

TRANS WD FIN

TRTD

TS

TSTAT

TV

TYP

T

TREAD

TONGUE AND GROOVE

TIME AND MATERIALS

THROUGH BOLT OR TOWEL BAR

TILE COUNCIL OF AMERICA

TELEPHONE CONTROL PANEL TEMPERATURE

TRAFFIC CONTROL PLAN

TOWEL DISPENSER

TECHNICAL

TELEPHONE

TEMPERATURE OR TEMPORARY

TERRAZZO

THREAD

THERMAL

THICKNESS

THRESHOLD

THROUGH

THROUGHOUT

TACKBOARD

TEMPERED

TEMPERED GLASS

TRUE NORTH

TOP OF

TOP OF FOUNDATION

TOP OF BEAM

TOP OF MANSORY

TOP OF PARAPET

TOP OF STEEL

TOP OF WALL

TOILET PAPER DISPENSER

TOILET PAPER HOLDER

TOWEL BACK

TRANSOM

TRANSPARENT WOOD FINISH

TREATED

TENSILE STRENGHTH OR TUBE STEEL

THERMOSTAT

TELEVISION

TYPICAL

W

W

WEST

XFMR

X BRACE

XPS

X

TRANSFORMER

CROSS BRACE

EXTRUDED POLYSTYRENE BOARD

(INSULATION)

YD

YR

Y

YARD

YEARHB HOSE BIBB

HC HOLLOW CORE

HD HEAD

HDBD HARDBOARD

HDW HARDWARE

HDWD HARDWOOD

HGT HEIGHT

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HPT HIGH POINT

HR HOUR

HVAC HEATING-VENTILATION-AIR CONDITIONING

IN INCH

INCAND INCANDESCENT

INCL INCLUDE, INCLUDING

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INV INVERT

IVT INTRAVENOUS TRACK

JST JOIST

JT JOINT

KIT KITCHEN

KPL KICK PLATE

KS KNEE SPACE

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAM GL LAMINATED GLASS

LAU LAUNDRY

LAV LAVATORY

LBR LUMBER

LBS POUND

LD BRG LOAD-BEARING

LDR LEADER

LED LIGHT EMITTING DIODE

LH LEFT HAND

LHR LEFT HAND REVERSE

LIB LIBRARY

S

MACH

MACH RM

MAINT

MAN

MATL

MATV

MAX

MB

MCB

MD

ME

MEAS

MECH

MECH RM

MED

MED

MEK

MEL

MEMB

MEMO

MEZZ

MF

MFD

MFG

MFR

MFR REC

MGT

MH

MIC

MID

MIL STD

MIN

MIRR

MISC

MIT

MKR

ML

MLDG

MLWK

mm

PAR

PARA

PART

PAT

PA

PB

PBD

PC

PCA

PCC

PCCP

PCD

PCF

PCP

PED

PEN

PEND

PERF

PERM

PERIM

PERP

PGBD

PHAR

PHOTO

PHS

PKG

PI

PL

PL GL

PLAM

PLAS

PLBG

PLYWD

PMTL

PNEU

PNL

PO

PO

POLY

PR

PRCST

PREFAB

PREFIN

PRELIM

PREP

PRESS

PREV

PRKG

PRMLD

PROJ

PROP

PSF

PSI

PT

PTD

PTN

PVC

PVG

PWR

PARALLEL OR PARAPET

PARAGRAPH

PARTIAL

PATTERN

PUBLIC ADDRESS

PUSHBUTTON

PARTICLEBOARD

PIECE, POLYCARBONATE OR PORTLAND

CEMENT

PORTLAND CEMENT ASSOCIATION

PRECAST CONCRETE

CONCRETE PAVEMENT

PAPER CUP DISPENSER

POUNDS PER CUBIC FOOT

PORTLAND CEMENT PLASTER

PEDESTAL

PENETRATE

PENDANT

PERFORATED

PERMANENT

PERIMETER

PERPENDICULAR

PEGBOARD

PHARMACY

PHOTOGRAPH

PHILLIPS HEAD SCREW

PACKAGE

POINT OF INTERSECTION

PROPERTY LINE

PLATE GLASS

PLASTIC LAMINATE

PLASTER OR PLASTIC

PLUMBING

PLYWOOD

PAINTED METAL

PNEUMATIC

PANEL

POST OFFICE PURCHASE ORDER

PURCHASE ORDER POST OFFICE

POLYETHYLENE (PLASTIC)

PAIR

PRECAST

PREFABRICATE

PREFINISH

PRELIMINARY

PREPARATION

PRESSURE

PREVIOUS

PARKING

PREMOLDED

PROJECT

PROPERTY

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PAINT, PNEUMATIC TUBE, OR

PRESSURE TREATED

PAPER TOWEL DISPENSER

PARTITION

POLYVINYL CHLORIDE (PLASTIC)

PAVING

POWER

RA RETURN AIR

RAD RADIUS

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RCPT RECEPTACLE

RD ROOF DRAIN

RECT RECTANGULAR

REF REFERENCE

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCE (D) (ING) (MENT)

REQD REQUIRED

REQT REQUIREMENT

RESIL RESILIENT

RET RETURN

REV REVISION

RF RESILIENT FLOORING

RH RIGHT HAND

RHMS ROUND HEAD MACHINE SCREW

RHWS ROUND HEAD WOOD SCREW

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RWL RAIN WATER LEADER

UC

U

UNDER COUNTER

UL UNDERWRITERS LABORATORIES

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTABLE POWER SUPPLY

UTIL

UCD

UGND

ULT

UNFIN

UR

UV

UTILITY

UNDERCUT DOOR

UNDERGROUND

UNTIMATE

UNFINISH

URINAL

ULTRAVIOLET

W/ WITH

W/O WITHOUT

WC WATER CLOSET OR WALL COVERING

WD WOOD

WDW WINDOW

WGL WIRE GLASS

WCHR WHEELCHAIR

WM WIRE MESH

WO WHERE OCCURS

WPT WORKING POINT

WR WATER RESISTANT

WSCT WAINSCOT

WSP WET STANDPIPE

WT WEIGHT

WTHPRF WEATHERPROOF

WTRPRF WATERPROOF

WWF WELDED WIRE FABRIC

WWM

WARR

WBL

WC WL HNG

WCL WL MTD

WF

WFAB

WFR

WFS

WH

WHSE

WLD

WP

WPD

WPM

WS

WELDED WIRE MESH

WARRANTY

WOOD BLOCKING

WATER CLOSET, WALL HUNG

WATER COOLER, WALL HUNG

WIDE FLANCE

WALL FABRIC

WOOD FRAME

WOOD FURRING STRIPS

WATER HEATER

WAREHOUSE

WELDED

WATERPROOFING

WATER PRESSURE DROP

WATERPROOF MEMBRANE

WEATHERSTRIP

CCR CARD CONTROL READER

BLDG BUILDING

CT CERAMIC TILE

F

F/F FACE TO FACE

FA FIRE ALARM

FAS FIRE ALARM STATION OR FASCIA

FB FLAT BAR

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FEC FIRE EXTINGUISHER CABINET

FE FIRE EXTINGUISHER

FF FINISH FACE

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHWS FLAT HEAD WOOD SCREW

FHY FIRE HYDRANT

FLAM FLAMMABLE

FLASH FLASHING

FLEX FLEXIBLE

FLUOR FLUORESCENT

FO FACE OF OR FINISHED OPENING

FSB FOLDING SHOWER BENCH

FSTNR FASTENER

FT FOOT, FEET

O/O O

OA

OC

OCC

OCT

OD

OD

OF/CI

OFD

OFF

OF/OI

OH

OH DR

OPH

OPNG

OPP

OPR

OPT

OR

ORD

ORG

ORIG

ORN

OSHA

OUT

OZ

OVHD

O

OUT TO OUT

OXYGEN

OUTSIDE AIR OR OVERALL

ON CENTER

OCCUPY

OCTAGON

OUTSIDE DIAMETER OUTSIDE

DIMENSION

OUTSIDE DIMENSION OUTSIDE

DIAMETER

OWNER FURNISHED/CONTRACTOR

INSTALLED

OVERFLOW DRAIN

OFFICE

OWNER FURNISHED/OWNER INSTALLED

OVERHANG

OVERHEAD (COILING) DOOR

OPPOSITE HAND

OPENING

OPPOSITE

OPERABLE

OPTIONAL

OPERATING ROOM OR OUTSIDE RADIUS

ORDNANCE OR OVERFLOW ROOF

DRAIN

ORGANIC

ORIGINAL

ORNAMENTAL

OCCUPATIONAL SAFETY AND HEALTH

ADMINSTRATION

OUTLET

OUNCE

OVERHEAD

VAC

V

VACUUM

VB VALVE BOX

VCT VINYL COMPOSITION TYLE

VERT VERTICAL

VEST VESTIBULE

VIT VITREOUS

VP VENT PIPE

VOL VOLUME

VWC

VIF

VINYL WALL COVERING

VERIFY IN FIELD

ABBREVIATIONS SYMBOLS

ANGLE

@ AT

C CENTER LINEL

Ø DIAMETER

= EQUAL

> GREATER THAN

< LESS THAN

± PLUS OR MINUS (TOLERANCE)

# POUND(S)

' FOOT OR FEET

" INCH OR INCHES

FOF FACE OF FINISH

HSS HOLLOW STRUCTURAL STEEL

SYMBOLS LEGENDS

SHEET

NORTH IDENTIFIER

ELEVATION

IDENTIFIER

KEY NOTE TAG

GRID LINES

CALL-OUT IDENTIFIER

? PHOTOGRAPH

LOCATIONS

+? CEILING TAG

? WALL TYPE TAG

SHEET #

REF # ON SHEET

WINDOW TAG

DOOR TAG?

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT

AAMA

AIR CONDITIONING UNIT

AMERICAN ARCHITECTURAL

MANUFACTURERS ASSOCIATION

A/E ARCHITECT / ENGINEER

AB ANCHOR BOLT

AC ASBESTOS CEMENT OR ASPHALTIC CONCRETE

ACI AMERICAN CONCRETE INSTITUTE

ACS DR ACCESS DOOR

ACS FLR ACCESS FLOOR

ACST ACOUSTIC

ACS PNL ACESS PANEL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADC AUTOMATIC DOOR CLOSER

ADDL ADDITIONAL

ADH ADHESIVE

ADDN ADDITION

ADJ ADJACENT, ADJOINING, OR ADJUSTABLE

ADMIN ADMINISTRATION

ADB AUTOMATIC DOOR BOTTOM

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGC ASSOCIATED GENERAL CONTRACTORS

AGA AMERICAN GAS ASSOCIATION

AGGR AGGREGATE

AHJ AUTHORITY HAVING JURISDICTION

AHR ANCHOR

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF ARCHITECTS

ALT ALTERNATE

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT NO ALTERNATE NUMBER

ALUM ALUMINUM

AMP AMPERE

AMT AMOUNT

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

ANT ANTENNA

APA AMERICAN PLYWOOD ASSOCIATION

APPD APPROVED

APPROX APPROXIMATE

APT APARTMENT

AR AS REQUIRED

ARCH ARCHITECT

ASB ASBESTOS

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION

ASKLR AUTOMATIC SPRINKLER

ASPH ASPHALT

ASSN ASSOCIATION

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

ATCH ATTACHMENT

ATM AUTOMATIC TELLER MACHINE

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AVE AVENUE

AVG AVERAGE

AW ACID WASTE

AWI ARCHITECTURAL WOODWORKING INSTITUTE

AWPA AMERICAN WOOD PRESERVERS' ASSOCIATION

AWS AMERICAN WELDING SOCIETY

AWT ACOUSTICAL WALL TREATMENT

BLKT BLANKET

BLVD BOULEVARD

BM

BR

BEAM OF BENCHMARK

BEDROOM

BRCG

BRDG

BRACING

BRIDGING

BOT BOTTOM

BRDG JST BRIDGING JOIST

BRG BEARING

BRG PL BEARING PLATE

BRKT BRACKET

BRZ BRONZE

BSMT BASEMENT

BTWN BETWEEN

BU BUSHEL

BUR BUILT–UP ROOFING

C CELCIUS CHANNEL

C CONC CAST CONCRETE

C TO C

CBB

CENTER TO CENTER

CEMENTITIOUS (BACKER) BOARD

CC

CCW

CUBIC CENTIMETER

COUNTERCLOCKWISE

CAC CEILING ATTENUATION CLASS

CD CONSTRUCTION DOCUMENTS OR CONTRACT

DOCUMENTS

CF CONTRACTOR FURNISHED

CF/CI

CF/OI

CONTRACTOR FURNISHED/CONTRACTOR

INSTALLED

CONTRACTOR FURNISHED/CONTRACTOR

INSTALLED

C LABEL CLASS C DOOR

CFLG

CFM

COUNTERFLASHING

CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CG CENTER OF GRAVITY OR CORNER GUARD

CGSFU CERAMIC GLAZED STRUCTURAL FACING UNITS

CHEM

CHFR

CHK

CI

CIP

CIR

CIRC

CNR

CNTR

CO

CONC FLR

COND

CONF

CORR

CMP

CRS

CRSI

CHEMICAL

CHAMFER

CHECK

CAST IRON

CAST–IN–PLACE

CIRLCE

CIRCULAR

CORNER

COUNTER

CARBON MONOXIDE, CERTIFICATE OF

OCCUPANCY, CLEANOUT, OR COMPANY

CONCRETE FLOOR

CONDENSER OR CONDITION

CONFERENCE

CORRIDOR

CRITICAL PATH METHOD

COLD ROLLED STEEL

CONCRETE REINFORCING STEEL INSTITUTE

CPRS COMPRESSIBLE

CSB CONCRETE SPLASH BLOCK

CSG CASING

CSK

CSWK

COUNTER SUNK

CASEWORK

CTB

CTF

CERAMIC TILE BASE

CERAMIC TILE FLOOR

CSMT CASEMENT

CTG

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

COATING

CTRL CONTROL

CU FT

CU IN

CUBIC FEET

CUBIC INCH

CTR CENTER CONTOUR

CU YD CUBIC YARD

CURT

CYL

CURTAIN

CYLINDER

CYL L CYLINDER LOCK

D LABEL CLASS D DOOR

DAT DATUM

DB DECIBEL

DBL GLZ DOUBLE GLAZE

DC DIRECT CURRENT

DEL DELETE

DIR DIRECTION

DIV DIVIDE OR DIVISION

DL DEAD LOAD

DOC DOCUMENT

DOUG FIR DOUGLAS FIR

DOZ DOZEN

DR CL DOOR CLOSER

DR FR DOOR FRAME

DR OPNG DOOR OPENING

DSGN DESIGN

DW DISHWASHER

DWTR DUMBWATER

E EAST

E LABEL CLASS E DOOR

EFF EFFICIENCY

EFS EXTERIOR FINISH SYSTEM

EJ EXPANSION JOINT

EMER SHR EMERGENCY SHOWER

ENCL ENCLOSURE

ENVIR ENVIRONMENT

EPA ENVIRONMENTAL PROTECTION AGENCY

EPO EMERGENCY POWER OFF

EPS EXPANDED POLYSTRYRENE BOARD

(INSULATION)

ERD EXISTING ROOF DRAIN

ESC ESCAPE OR ESCUTCHEON

ESMT EASEMENT

ESP ESPECIALLY

ETC ET CETERA

EW EACH WAY

EWS EYE WASH STATION

EXH EXHAUST

EXIST EXISTING

EXP BT EXPANSION BOLT

EXST GR EXISTING GRADE

EXT EXTERIOR, EXTERNAL, OR

EXTINGUISHER

EXT GR EXTERIOR GRADE

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

F FAHRENHEIT OR FEMALE

FAB FABRIC

FAC FACTOR

FACIL FACILITY

FAS BD FASCIA BOARD

FCO FLOOR CLEANOUT

FCTY FACTORY

FDTN FOUNDATION

FF EL FINISH FLOOR ELEVATION

FF&E FURNITURE, FIXTURE, AND EQUIPMENT

FH FLAT HEAD

FIG FIGURE

FIL FILLET

FIN FINISH

FHP FULL HEIGHT PARTITION

FLG FLOORING

FLR FLOOR

FIN WD FINISH WOOD

FIXT FIXTURE

FLDG FOLDING

FL FLOORLINE

FLUOR FIX FLUORESCENT FIXTURE

FM FACTORY MUTUAL

FLR FIN FLOOR FINISH

FLR SK FLOOR SINK

FRZ FREEZER

FM–G FACTORY MUTUAL GLOBAL

FOC FACE OF CONCRETE OR FACE OF CURB

FOF FACE OF FINISH

FOM FACE OF MANSORY

FOS FACE OF SLAB OR FACE OF STUD

FOUNT FOUNTAIN

FOW FACE OF WALL

FP FIRE PROTECTION OR FIREPROOF

FPM FEET PER MINUTE

FPS FEET PER SECOND

FR FIRE RATING, FIRE RESISTANT, OR FRAME

FREQ FREQUENCY

FRMG FRAMING

FRP FIBER REINFORCED POLYESTER OR

FIBERGLASS REINFORCED PLASTIC

FR SINK FLUSHING RIM SINK

FS FEDERAL SPECIFICATION

FURG FURRING

FWC FABRIC WALLCOVERING

FUT FUTURE

GD GUARD

GDR GUARD RAIL

GEN GENERAL OR GENERATOR

GL GLASS

GI GRAB BAR OR GALVANIZED IRON

GC GENERAL CONTRACTOR

GFRC GLASS FIBER REINFORCED CONCRETE

GFRG GLASS FIBER REINFORCED GYPSUM

GL GLASS

GL BLK GLASS BLOCK

GR FL GROUND FLOOR

GRAN GRANITE

GRTG GRATING

GSB GYPSUM SHEATHING BOARD

GSM GALVANIZED SHEET METAL

GSU GLAZED STRUCTURAL UNIT

GT GROUT

GUAR GUARANTEE

GUT GUTTER

GRTG GRATING

GSB GYPSUM SHEATHING BOARD

GSM GALVANIZED SHEET METAL

GSU GLAZED STRUCTURAL UNIT

H PLAM HIGH PRESSURE PLASTIC LAMINATE

HAZ MAT HAZARDOUS MATERIALS

HCWD HOLLOW CORE WOOD DOOR

HDNR HARDENER

HDO HIGH DENSITY OVERLAY

HDR HEADER

HEPA HIGH EFFICIENCY PARTICULATE AIR

(FILTER)

HEX HEXAGON

HF HIGH FREQUENCY

HGR HANGER

HMD HOLLOW METAL DOOR

HMDF HOLLOW METAL DOOR AND FRAME

HMF HOLLOW METAL FRAME

HO HOLD OPEN

HOSP HOSPITAL

HP HIGH PRESSURE OR HORSEPOWER

HQ HEADQUARTERS

HS HEAT-STRENGTHENED (GLASS) OR

HIGH STRENGTH

HSE HOUSE

HSKPG HOUSEKEEPING

HST HOIST

HT HEIGHT

HVY HEAVY

HW HOT WATER

HYD HYDRANT

HYDR HYDRAULIC

I INTERSTATE (HIGHWAY) OR MOMENT

OF INERTIA

IAQ INDOOR AIR QUALITY

IBC INTERNATIONAL BUILDING CODE

ID NO IDENTIFICATION NUMBER

ILLUM ILLUMINATION

IND INDEPENDENT OR INDUSTRIAL

INFO INFORMATION

INSUL INSULATION

INTERCOM INTERCOMMUNICATION

INTL INTERNATIONAL

IRMA INVERTED ROOF MEMBRANE ASSEMBLY

IWH INSTANTANEOUS WATER HEATER

J-BOX JUNCTION BOX

KD KILN DRIED

KO KNOCKOUT

LIN LINEAR

LINO LINOLEUM

LIQ LIQUID

LKR LOCKER

LKR RM LOCKER ROOM

LKWASH LOCKWASHER

LL LEAD LINED

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMST LIMESTONE

LNDSCP LANDSCAPE

LR LIVING ROOM

LRG LARGE

LRV LOUVERED ROOF VENT

LS LUMP SUM

LT LIGHT

LT GA LIGHT GAGE

LT WT LIGHTWEIGHT

LTG LIGHTING

LTNG LIGHTNING

LVD LOUVERED

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

LWIC LIGHTWEIGHT INSULATING CONCRETE

LYR LAYER

MACHINE

MACHINE ROOM

MAINTENANCE

MANUAL

MATERIAL

MASTER ANTENNA TELEVISION SYSTEM

MAXIMUM

MACHINE BOLT

METAL CORNER BEAD

DECK

MECHANICAL ENGINEER

MEASURE

MECHANICAL

MECHANICAL ROOM

MEDICAL MEDIUM

MEDIUM MEDICAL

METHYL ETHYL KETONE

MELAMINE

MEMBRANE

MEMORANDUM

MEZZANINE

MILL FINISH

MANUFACTURED

MANUFACTURING

MANUFACTURER

MANUFACTURER'S RECOMMENDATION

MANAGEMENT

MANHOLE

MICROPHONE

MIDDLE

MILITARY STANDARD

MINIMUM MINUTE

MIRROR

MISCELLANEOUS

MITER

MARKER

METAL LATH

MOLDING (MOULDING)

MILLWORK

MILLIMETER

MO

MOD

MOD BIT

MON

MOPR

MR

MS

MTD

MTG

MTL

MULL

MW

MWP

MASONRY OPENING OR MOTOR

OPERATED

MODEL, MODIFY OR MODULE

MODIFIED BITUMEN

MONITOR

MOP RACK

MOISTURE RESISTANT

MACHINE SCREW OR MOP SINK

MOUNTED

MOUNTING

METAL

MULLION

MICROWAVE

MEMBRANE WATERPROOFING

RCVT

RLG

RS

RT

RV

RVS

RFI

RFP

RECEIVER

RAILING

ROUGH OPENING

RIGHT

ROOF VENT

REVERSE

REQUEST FOR INFORMATION

REQUEST FOR PROPOSAL

STUD WIDTH PARTITION WIDTHPARTITION TYPE DESIGNATION = 'X'

NON-RATED PARTITION = N

ACOUSTICAL RATED PARTITION = A

SHAFT PARTITION = S

FURRED PARTITION = F

REFER TO PARTITION DETAIL FOR COMPLETE LEGEND & FURTHER INFORMATION.

#X#

PARTITION

TYPE

STUD WIDTH

FIRE RATING

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

Building 80 Upgrade

(COVID-19)

JI

GI-002

ABBREVIATIONS & SYMBOLS

501-22-101

SMc

VA New Mexico Healthcare System 1501 San Pedro Dr. SE, Albuquerque, NM 87108

01/29/2024

Issue for Bid

Fully Sprinklered

22009

ABBREVIATIONS

Rev. Date Description

03/29/2024

Issue for Bid

Steven A. McCaslin

AE-212

AE-213

AE-211

700 SF

(E) REC.

THERAPY/

MULTIPURPOSE

ROOM

B102

156 SF

(E)

CONCIERGE

STATION

A103

82 SF

(E)

VESTIBULE

A100

739 SF

(E) DINING

ROOM

A104

367 SF

PATIENT

CONFERENCE

ROOM

B103A

203 SF

(E)

CORRIDOR

B101

239 SF

(E)

CORRIDOR

A102

69 SF

(E)

CORRIDOR

B100

379 SF

(E)

KITCHEN/SERVERY

A108

163 SF

(E)

CORRIDOR

A107

505 SF

(E) LIVING

ROOM

A156

58 SF

(E) HOME

STORAGE

A155

47 SF

(E) PANTRY

A120B

86 SF

(E)

HOUSEKEEPING

AIDES

CLOSET

A130

136 SF

(E)

KITCHENETTE

A120

14 SF

(E) COPY

ROOM

A113A

116 SF

(E) NURSE

SUPERVISOR

A114

95 SF

(E) SHARED

OFFICE

A125

67 SF

(E)

RESIDENT

LAUNDRY

A120A

78 SF

(E)

STRETCHER

STORAGE

A159

87 SF

(E) CLEAN

UTILITY

A116

143 SF

(E) NURSE

STATION

A109

74 SF

(E) MED

ROOM

A109A

96 SF

(E) SHARED

OFFICE

A119

196 SF

(E) STAFF

LOUNGE/LOCKERS

A115

69 SF

(E) IT

A157

45 SF

(E) STAFF

TOILET

A111

120 SF

(E) PUBLIC

TOILET

A105

126 SF

(E) PUBLIC

TOILET

A106

69 SF

(E) PANTRY

A108A

106 SF

(E) SHARED

OFFICE

A113

64 SF

(E) SOILED

LINEN

A158

79 SF

(E)

CORRIDOR

A112

11 SF

(E) BROOM

CLOSET

A108B

1016 SF

(E)

CORRIDOR

A150

237 SF

(E)

CORRIDOR

A110

61 SF

(E) SOILED

UTLITY

A127

41 SF

(E) OXYGEN

STORAGE

A129

71 SF

(E) CLEAN

LINEN

STORAGE

A128

227 SF

(E)

RESIDENT

BEDROOM

A135

228 SF

(E)

RESIDENT

BEDROOM

A136

65 SF

(E)

BATHROOM

A136A

65 SF

(E)

BATHROOM

A138A

229 SF

(E)

RESIDENT

BEDROOM

A138

228 SF

(E)

RESIDENT

BEDROOM

A137

65 SF

(E)

BATHROOM

A139A

205 SF

(E)

ELECTRICAL

A146

231 SF

(E)

EMERGENCY

ELECTRICAL

A148

463 SF

(E)

MECHANICAL

A149

229 SF

(E)

RESIDENT

BEDROOM

A141

228 SF

(E)

RESIDENT

BEDROOM

A139

295 SF

(E)

RESIDENT

BEDROOM

A140

65 SF

(E)

BATHROOM

A141A

157 SF

CLEAN

STORAGE

A147

63 SF

STAFF

RESTROOM

A147A

138 SF

(E)

CORRIDOR

A126

285 SF

(E) SPECIAL

RESIDENT

BEDROOM

A162

225 SF

(E)

RESIDENT

BEDROOM

A161

225 SF

(E)

RESIDENT

BEDROOM

A160

231 SF

(E)

RESIDENT

BEDROOM

A167

66 SF

(E)

BATHROOM

A167A

228 SF

(E)

RESIDENT

BEDROOM

A165

84 SF

(E) SPECIAL

RESIDENT

BATHROOM

A162A

284 SF

(E) SPECIAL

RESIDENT

BEDROOM

A164

66 SF

(E)

BATHROOM

A166A

84 SF

(E) SPECIAL

RESIDENT

BATHROOM

A164A

229 SF

(E)

RESIDENT

BEDROOM

A166

228 SF

(E)

RESIDENT

BEDROOM

A163

65 SF

(E)

BATHROOM

A163A

65 SF

(E)

BATHROOM

A165A

66 SF

(E)

BATHROOM

A140A

65 SF

(E)

BATHROOM

A137A

65 SF

(E)

BATHROOM

A135A

64 SF

(E)

BATHROOM

A160A

65 SF

(E)

BATHROOM

A161A

962 SF

(E)

CORRIDOR

564 SF

(E) BACK

PORCH

A003

156 SF

(E) FRONT

PORCH

A002

373 SF

(E) CANOPY

A001

384 SF

PT

STORAGE /

WORKSTATIONS

B103B

J

H

G

F

E

D

C

B

A

65.95.154321

X1

X1

X2

X2

X3

X3

X4

X4

X5

X5

X6

X6

X7

X7

X8

X8

X9

X9

X10

X10

X11

X12

XM

XL

XK

XJ

XH

XG

XF

XE

XD

XC

XB

XA

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

Building 80 Upgrade

(COVID-19)

JI

GI-101

REFERENCE FLOOR PLAN

501-22-101

SMc

VA New Mexico Healthcare System 1501 San Pedro Dr. SE, Albuquerque, NM 87108

01/29/2024

Issue for Bid

Fully Sprinklered

22009

1/8" = 1'-0"

Level 1 Reference Plan

KEY PLAN

Rev. Date Description

03/29/2024

Issue for Bid

Steven A. McCaslin

AE-213

AE-211

(E) REC.

THERAPY/

MULTIPURPOSE

ROOM

B102

(E)

CONCIERGE

STATION

A103

(E)

VESTIBULE

A100

(E) DINING

ROOM

A104

PATIENT

CONFERENCE

ROOM

B103A

(E)

CORRIDOR

B101

(E)

CORRIDOR

A102

(E)

CORRIDOR

B100 (E)

KITCHEN/SERVERY

A108

(E)

CORRIDOR

A107

(E) LIVING

ROOM

A156

(E) HOME

STORAGE

A155

(E) PANTRY

A120B

(E)

HOUSEKEEPING

AIDES

CLOSET

A130

(E)

KITCHENETTE

A120

(E) COPY

ROOM

A113A

(E) NURSE

SUPERVISOR

A114(E) SHARED

OFFICE

A125

(E)

RESIDENT

LAUNDRY

A120A

(E)

STRETCHER

STORAGE

A159

(E) CLEAN

UTILITY

A116

(E) NURSE

STATION

A109

(E) MED

ROOM

A109A

(E) SHARED

OFFICE

A119

(E) STAFF

LOUNGE/LOCKERS

A115

(E) IT

A157

(E) STAFF

TOILET

A111

(E) PUBLIC

TOILET

A105

(E) PUBLIC

TOILET

A106

(E) PANTRY

A108A

(E) SHARED

OFFICE

A113

(E) SOILED

LINEN

A158

(E)

CORRIDOR

A112

(E) BROOM

CLOSET

A108B

(E)

CORRIDOR

A150

(E)

CORRIDOR

A110

(E) SOILED

UTLITY

A127

(E) OXYGEN

STORAGE

A129

(E) CLEAN

LINEN

STORAGE

A128

(E)

RESIDENT

BEDROOM

A135

(E)

RESIDENT

BEDROOM

A136

(E)

BATHROOM

A136A

(E)

BATHROOM

A138A

(E)

RESIDENT

BEDROOM

A138

(E)

RESIDENT

BEDROOM

A137

(E)

BATHROOM

A139A

(E)

ELECTRICAL

A146

(E)

EMERGENCY

ELECTRICAL

A148

(E)

MECHANICAL

A149

(E)

RESIDENT

BEDROOM

A141

(E)

RESIDENT

BEDROOM

A139

(E)

RESIDENT

BEDROOM

A140

(E)

BATHROOM

A141A

CLEAN

STORAGE

A147

STAFF

RESTROOM

A147A

(E)

CORRIDOR

A126

(E) SPECIAL

RESIDENT

BEDROOM

A162

(E)

RESIDENT

BEDROOM

A161

(E)

RESIDENT

BEDROOM

A160

(E)

RESIDENT

BEDROOM

A167(E)

BATHROOM

A167A

(E)

RESIDENT

BEDROOM

A165

(E) SPECIAL

RESIDENT

BATHROOM

A162A

(E) SPECIAL

RESIDENT

BEDROOM

A164

(E)

BATHROOM

A166A

(E) SPECIAL

RESIDENT

BATHROOM

A164A

(E)

RESIDENT

BEDROOM

A166

(E)

RESIDENT

BEDROOM

A163

(E)

BATHROOM

A163A

(E)

BATHROOM

A165A

(E)

BATHROOM

A140A

(E)

BATHROOM

A137A

(E)

BATHROOM

A135A

(E)

BATHROOM

A160A

(E)

BATHROOM

A161A

(E)

CORRIDOR

(E) BACK

PORCH

A003

(E) FRONT

PORCH

A002

(E) CANOPY

A001

PT

STORAGE /

WORKSTATIONS

B103B

J

H

F

E

D

C

B

A

65.95.154321

X1 X2

X3

X4

X5

X6

X7

X8

X8

X9

X9

X10

X10

X11

X12

XM

XL

XK

XJ

XH

XG

XF

XE

XD

XC

XB

XA

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

Building 80 Upgrade

(COVID-19)

JI

GI-102

REFERENCE REFLECTED CEILING

PLAN

501-22-101

SMc

VA New Mexico Healthcare System 1501 San Pedro Dr. SE, Albuquerque, NM 87108

01/29/2024

Issue for Bid

Fully Sprinklered

22009

1/8" = 1'-0"

Level 1 Reference Reflected Ceiling Plan

KEY PLAN

Rev. Date Description

03/29/2024

Issue for Bid

AE-212

Steven A. McCaslin

GI-103 4

GI-103 5

GI-103

GI-1036

H

G

F

65.9

GI-103

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

Building 80 Upgrade

(COVID-19)

JI

GI-103

GREAT ROOM B103 PHOTO

REFERENCE PLAN

501-22-101

SMc

VA New Mexico Healthcare System 1501 San Pedro Dr. SE, Albuquerque, NM 87108

01/29/2024

Issue for Bid

Fully Sprinklered

22009

1/2" = 1'-0"

Level 1 (Existing) Floor Plan - Great Room B103

B103 - EAST WALL

B103 - NORTH WALL

B103 - NW WALL

B103 - WEST WALL

B103 - SOUTH WALL

B103 - SE WALL

3/8" = 1'-0"

B101 - (E) Corridor

KEY PLAN

Rev. Date Description

03/29/2024

Issue for Bid

Steven A. McCaslin

GI-104

GI-104

GI-104

X3

XE

XD

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

Building 80 Upgrade

(COVID-19)

JI

GI-104

BATHING SUITE A147 PHOTO

REFERENCE PLAN

501-22-101

SMc

VA New Mexico Healthcare System 1501 San Pedro Dr. SE, Albuquerque, NM 87108

01/29/2024

Issue for Bid

Fully Sprinklered

22009

1/2" = 1'-0"

Level 1 (Existing) Floor Plan - Bathing Suite A147

A147 - EAST WALL

A147 - SOUTH WALL

A147 - NW WALL

A147 - NORTH WALL

A147A - EAST WALL

A147A - NORTH WALL

A147A - SOUTH WALL

A147A - WEST WALL

KEY PLAN

Rev. Date Description

03/29/2024

Issue for Bid

Steven A. McCaslin

GI-105

GI-105

GI-105

X6

X7

XB

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

Building 80 Upgrade

(COVID-19)

JI

GI-105

OXYGEN STORAGE A129 PHOTO

REFERENCE PLAN

501-22-101

SMc

VA New Mexico Healthcare System 1501 San Pedro Dr. SE, Albuquerque, NM 87108

01/29/2024

Issue for Bid

Fully Sprinklered

22009

1/2" = 1'-0"

Level 1 (Existing) Floor Plan - Oxygen Storage A129

A129 - EAST EXTERIOR FUTURE TANK

LOCATION

A129 - EXTERIOR VIEWS

A129 - EAST WALL

A129 - SOUTH WALL

A129 - NORTH WALL

KEY PLAN

Rev. Date Description

03/29/2024

Issue for Bid

Steven A. McCaslin

0 20' 40'

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

NOT FOR CONSTRUCTION

Building 80 Upgrade

NO,WF

501-22-101

RMO

VA New Mexico Healthcare System 1501 San Pedro Dr. SE, Albuquerque, NM 87108

02/24/2023

95% Construction Documents

Fully Sprinklered

Rev. Date Description

LP-101

LANDSCAPE PLANTING PLAN

1" = 20'1 Site Plan

TOOLED EDGE

NOT TO SCALE

6" CONCRETE EDGER CURBA

6"

NOTES:

1. CONCRETE EDGER TO BE INSTALLED BETWEEN TURF AREA AND

CRUSHER FINES BED.

2. CONTROL JOINTS SHALL BE PLACED AT 4' ON CENTER.

1/2"

MAX.

TURF AREA

3500 PSI CONCRETE EDGER

6" SUBGRADE COMPACTED TO

95% MODIFIED PROCTOR

DENSITY, TYP.

#3 REBAR,

CONTINUOUS

CRUSHER

FINES AREA

CONCRETE

EDGER

RAISED

GARDEN BEDS

BY OWNER

TREES COMMON NAME

AUTUMN BRILLIANCE APPLE

SERVICEBERRY

DESERT WILLOW

RAYWOOD ASH

SHADEMASTER HONEY LOCUST

GOLDEN RAIN TREE

LIMBER PINE

AUSTRIAN PINE

CHINESE PISTACHE

SHUMARD OAK

SHRUBS BOTANICAL / COMMON NAME

CRIMSON JAPANESE BARBERRY

BUTTERFLY BUSH

DARK KNIGHT SPIREA

FERNBUSH

DAMIANITA

RED CLUSTERBERRY

COTONEASTER

SILVERBERRY

TURPENTINE BUSH

TALL BLUE RABBITBRUSH

APACHE PLUME

CREEPING MAHONIA

PAWNEE BUTTES SAND CHERRY

THREE LEAF SUMAC

SPANISH BROOM

GRASSES BOTANICAL / COMMON NAME

KARL FOERSTER FEATHER

REED GRASS

BLUE OAT GRASS

DEER GRASS

PURPLE MUHLY

SUCCULENTS COMMON NAME

PARRY'S AGAVE

RED YUCCA

BEARGRASS

PLANT LEGENDGROUNDCOVER DESCRIPTION QTY.

EXISTING COBBLE MULCH

2"- 4" SIZE COBBLE MULCH 55 SF

COLOR: CANYON GOLD OVER

WEED BARRIER FABRIC

1" ROCK MULCH, COLOR: 935 SF

CANYON GOLD OVER

WEED BARRIER

CRUSHER FINES COMPACTED, 385 SF

COLOR: TAN WITH CONCRETE

EDGE, SEE DETAIL A/LP-101

BLUEGRASS/FESCUE BLEND SOD 2,620 SF

BACKFILL AS NEEDED W/ TOPSOIL

TO BRING SUBGRADE WITHNI 1"

OF SIDEWALKS. SEE SPECS FOR

SOIL AMENDMENTS.

6" CONCRETE EDGER, 60 LF

SEE DETAIL A/LP-101

RAISED GARDEN BEDS BY OWNER

1 05.20.2022 35% Schematic Design

2 09.16.2022 65% Design Development

3 02.24.2023 95% Construction Documents

Project Number 22009

95% Construction Documents

02.24.202304.06.202301/05/2024

1 01.05.2024 35% Schematic Design 35% Schematic Design95% CONSTRUCTION DOCUMENTS - RESUBMITTAL 95% Construction Documents

- Resubmittal

03/29/2024

Issue for Bid

3/29/2024 01/29/202403/29/2024

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

NOT FOR CONSTRUCTION

Building 80 Upgrade

NO,WF

501-22-101

RMO

VA New Mexico Healthcare System 1501 San Pedro Dr. SE, Albuquerque, NM 87108

02/24/2023

95% Construction Documents

Fully Sprinklered

Rev. Date Description

LP-501

LANDSCAPE PLANTING DETAILS

2-3X ROOT BALL DIAMETER

GENERAL NOTES FOR TREE PLANTING

APPLIES TO DETAIL A & B:

1. KEEP SOIL BELOW ROOT BALL UNDISTURBED

TO PREVENT TREE FROM SETTLING.

2. REMOVE ANY EXCESS SOIL FROM TOP OF

ROOTBALL TO EXPOSE ROOT FLARE (WHERE

TOP MOST ROOT EMERGES FROM THE TRUNK).

PLANT WITH ROOT FLARE LEVEL TO FINISH

GRADE (OR 1"-2" HIGHER IN SLOWLY DRAINING

SOIL).

3. TAMP SOIL FIRMLY AROUND BASE OF

ROOTBALL WITH FOOT PRESSURE.

4. PRIOR TO BACKFILLING, REMOVE BURLAP,

ROPE, TWINE, AND WIRE FROM ENTIRE

ROOTBALL AND FROM PLANTING HOLE.

5. AT TIME OF PLANTING, ONLY PRUNE

CO-DOMINANT LEADERS (DOES NOT APPLY TO

MULTI-TRUNK SPECIMENS), CROSSOVER LIMBS,

AND DEAD OR BROKEN BRANCHES.

6. STAKE TREES ONLY UPON THE APPROVAL OF

THE LANDSCAPE ARCHITECT.

7. DO NOT PLACE MULCH IN CONTACT WITH TREE,

KEEP AT LEAST 4" AWAY FROM TRUNK.

8. AFTER PLANTING, THOROUGHLY WATER TO

ELIMINATE AIR POCKETS.

CONSTRUCTION NOTES:

A. TREE.

B. BACKFILL WITH EXISTING SOIL.

C. 3" DEPTH OF MULCH PER PLANS.

D. 4" SPACE BETWEEN MULCH AND

TREE.

E. FINISH GRADE.

F. 1:1 SLOPE ON SIDES OF

PLANTING HOLE.

G. UNDISTURBED SOIL.

A BCD

F

E

G 4"

NOT TO SCALEA TREE PLANTING, BALL & BURLAP

2X SIZE OF THE

ROOT BALL DIAMETER

PLAN

D

7'

E

18" - 24"

3"

2H:1V MAX.

CONSTRUCTION NOTES:

A. TREE.

B. BACKFILL WITH EXISTING SOIL.

C. 3" DEPTH OF MULCH PER PLANS. TREES IN

TURF AREAS SHALL RECEIVE 4' DIA. RING

OF BARK MULCH, 3" MIN. DEPTH.

D. 4" SPACE BETWEEN MULCH AND TREE.

E. FINISH GRADE.

F. COMPACTED MOUND ON DOWNHILL SIDE OF

PLANTING HOLE.

G. UNDISTURBED SOIL.

H. REVEGETATIVE SEEDING. SEE PLANTING

PLANS

G

A

B

C

F4" MIN.

4" H

H

4"

F

A

NOT TO SCALE

TREE PLANTING ON SLOPEB

2X SIZE OF THE

ROOT BALL DIAMETER

GENERAL NOTES:

1. KEEP SOIL BELOW ROOT BALL

UNDISTURBED TO PREVENT SHRUB FROM

SETTLING.

2. REMOVE ANY EXCESS SOIL FROM TOP OF

ROOTBALL TO EXPOSE ROOT FLARE

(WHERE TOP MOST ROOT EMERGES FROM

THE TRUNK). PLANT WITH ROOT FLARE

LEVEL TO FINISH GRADE.

3. TAMP SOIL FIRMLY AROUND BASE OF

ROOTBALL WITH FOOT PRESSURE.

4. DO NOT PLACE MULCH IN CONTACT WITH

SHRUB, KEEP AT LEAST 4" AWAY FROM

TRUNK.

5. AFTER PLANTING, THOROUGHLY WATER TO

ELIMINATE AIR POCKETS.

PLAN

D

7'

E

18" - 24"

3" 2H:1V MAX.

CONSTRUCTION NOTES:

A. SHRUB.

B. BACKFILL WITH EXISTING SOIL.

C. 4" DEPTH OF COMPOST MULCH PER PLANS.

SHRUBS IN TURF AREAS SHALL RECEIVE 4'

DIA. RING OF BARK MULCH, 3" MIN. DEPTH.

D. 4" SPACE BETWEEN MULCH AND SHRUB.

E. FINISH GRADE.

F. COMPACTED MOUND ON DOWNHILL SIDE OF

PLANTING HOLE.

G. UNDISTURBED SOIL.

H. REVEGETATIVE SEEDING. SEE PLANTING

PLANS

B

C

F 18"- 24"

4"

H

H

F

A

A

NOT TO SCALE

SHRUB PLANTING, CONTAINER ON SLOPED

2-3X ROOT BALL DIAMETER

A

BCD

4"

F

E

G

GENERAL NOTES:

1. KEEP SOIL BELOW ROOT BALL

UNDISTURBED TO PREVENT TREE FROM

SETTLING.

2. REMOVE ANY EXCESS SOIL FROM TOP OF

ROOTBALL TO EXPOSE ROOT FLARE

(WHERE TOP MOST ROOT EMERGES FROM

THE TRUNK). PLANT WITH ROOT FLARE

LEVEL TO FINISH GRADE (OR 1"-2" HIGHER IN

SLOWLY DRAINING SOIL).

3. REMOVE CONTAINER AND CUT ANY ROOTS

THAT ARE CIRCLING THE CONTAINER.

4. TAMP SOIL FIRMLY AROUND BASE OF

ROOTBALL WITH FOOT PRESSURE.

5. AT TIME OF PLANTING, ONLY PRUNE

CO-DOMINANT LEADERS (DOES NOT APPLY

TO MULTI-TRUNK SPECIMENS), CROSSOVER

LIMBS, AND DEAD OR BROKEN BRANCHES.

6. STAKE TREES ONLY UPON THE APPROVAL

OF THE LANDSCAPE ARCHITECT.

7. DO NOT PLACE MULCH IN CONTACT WITH

TREE, KEEP AT LEAST 4" AWAY FROM

TRUNK.

8. AFTER PLANTING, THOROUGHLY WATER TO

ELIMINATE AIR POCKETS.

CONSTRUCTION NOTES:

A. SHRUB.

B. BACKFILL WITH EXISTING SOIL.

C. 3" DEPTH OF MULCH PER PLANS.

D. 4" SPACE BETWEEN MULCH AND SHRUB.

E. FINISH GRADE.

F. 1:1 SLOPE ON SIDES OF PLANTING HOLE.

G. UNDISTURBED SOIL.

16"

NOT TO SCALE

SHRUB PLANTING, CONTAINERC

TREES BOTANICAL / COMMON NAME HGHT & SPRED. CAL. QTY

AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' 15` X 15` 2" CAL. 7

AUTUMN BRILLIANCE APPLE…