Attachment Drawings.pdf

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V A N

V A N

V A N

V A

N

V A N

V A N

V A N

V A N

V A N

V A N

C

F

L

N

M

P

E

H

S

A

B

A .2

S.2N P e c o s R d

E Deer Springs Way

J

N

BLDG. 7

BLDG. 6

BLDG. 5

BLDG. 2

BLDG. 3

BLDG. 4

C.2

E.2

S.3

H.3

H.2

S.4

FISHER HOUSE

BUILDING 1

NOT IN SCOPE

SITE LEGEND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMP

321 4 5 6 7 8 9 10

DESIGN TEAM

OWNER

ARCHITECT / CONTRACT PRIME

BUILDING ENCLOSURE

STRUCTURAL / MECHANICAL /

ELECTRICAL / PLUMBING / FIRE

PROTECTION ENGINEER

VA Southern Nevada Health System 6900 N. Pecos Rd.

North Las Vegas, NV 89086 Contact: Alfred Pulido (COR)

Alfred.Pulido@va.gov

(702) 217.9474

Leah Elmquist (Alt COR) Leah.Elmquist@va.gov

Awen Solutions Group 4196 Merchant Plaza Woodbridge VA 22192 Contact: Peter Matthews, AIA, NCARB, LEED AP pmatthews@awensolutions.com

(310) 804.1170

Coffman Engineers, Inc.

701 Corporate Center Drive Raleigh, NC 27607 Contact: Jeff Grove jeff.grove@coffman.com

(725) 465.8859

Gresham Smith 620 S. Tryon St., Suite 500 Charlotte, NC 28204 Contact: Robert Barfield robert.barfield@greshamsmith.com

(980) 308.9644

A u to d e s k D o c s /D e s ig n R e p la c e

R o o f

B u ild in g

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-2

-3

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:1

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P M

GI001

COVER SHEET

Awen Solutions Group

4196 Merchant Plaza, Suite 711

Woodbridge, VA 22192

02/07/2025

REPLACE ROOF FOR

BUILDING 1 BLDG 1

6900 N. PECOS ROAD,

NORTH LAS VEGAS, NV 89086

593-24-302

VA SOUTHERN NEVADA HEALTHCARE SYSTEM

FEBRUARY 7, 2025

6900 N. PECOS ROAD, NORTH LAS VEGAS, NV 89086

100% CONSTRUCTION

DOCUMENTS

100% CONSTRUCTION

DOCUMENTS

REPLACE ROOF FOR BUILDING 1

100% CONSTRUCTION DOCUMENTS

PM PM

SITE MAP

DRAWING

NUMBER DRAWING TITLE

GI001 COVER SHEET

GI003 PROJECT INFO & CODE REQUIREMENTS

GI004 GENERAL NOTES & ARCHITECTURAL SYMBOLS

GI005 ARCHITECTURAL ABBREVIATIONS

GI100 AERIAL IMAGE

GS101 PARTIAL SITE PLAN

AE101 OVERALL FLOOR PLAN - LEVEL 01

AE102 OVERALL FLOOR PLAN - LEVEL 02

AE103 OVERALL FLOOR PLAN - LEVEL 03

AE104 OVERALL FLOOR PLAN - LEVEL 04

AE105 OVERALL FLOOR PLAN - LEVEL 05 (FOR REFERENCE ONLY)

AE106 OVERALL FLOOR PLAN - LEVEL 06 (FOR REFERENCE ONLY)

AE107 OVERALL FLOOR PLAN - ROOF

AE121J LEVEL 01 - AREA J

AE122A LEVEL 02 - AREA A

AE122B LEVEL 02 - AREA B

AE122S.2 LEVEL 02 - AREA S.2, AREA S.3, AREA S.4, AREA H.2

AE123A.2 LEVEL 03 - AREA A.2

AE123E LEVEL 03 - AREA E, AREA E.2

AE123H LEVEL 03 - AREA E, AREA H

AE123S LEVEL 03 - AREA S

AE124C LEVEL 04 - AREA C, AREA C.2

AE124F LEVEL 04 - AREA F

AE125LN LEVEL ROOF - AREA L, AREA N

AE125MP LEVEL ROOF - AREA M, AREA P

AE251 BUILDING ELEVATIONS - NORTH/WEST

AE252 BUILDING ELEVATIONS - SOUTH/EAST

AE402B ENLARGED FLOOR PLANS - LEVEL 02 - AREA B

AE403H ENLARGED FLOOR PLAN - LEVEL 03 - AREA H

AE404F ENLARGED FLOOR PLAN - LEVEL 04 - AREA F

AE560 TYPICAL ROOF DETAILS

AE561 TYPICAL ROOF DETAILS

EE121J LEVEL 01 ELECTRICAL - AREA J

EE123H LEVEL 03 ELECTRICAL - AREA H

EE124C LEVEL 04 ELECTRICAL - AREA C

EE125LP LEVEL 07 ELECTRICAL - AREA L, AREA P

MP122A LEVEL 02 - AREA A PLUMBING PLAN

MP122B LEVEL 02 - AREA B PLUMBING PLAN

MP122S.2 LEVEL 02 - AREA S.2 PLUMBING PLAN

MP124C LEVEL 04 - AREA C PLUMBING PLAN

MP124F LEVEL 04 - AREA F PLUMBING PLAN

MP125L LEVEL ROOF - AREA L PLUMBING PLAN

MP125N LEVEL ROOF - AREA N PLUMBING PLAN

MP125P LEVEL ROOF - AREA P PLUMBING PLAN

MP700 MECHANICAL AND PLUMBING DETAILS

TOTAL NUMBER OF SHEETS: 45

SHEET INDEXVICINITY MAP

N

SITE

SIGNATURE BLOCK

Revisions: Date:

BUILDING 1 PROGRAM LEGEND

A = ADMINISTRATION

A.2 = AUDITORIUM

B = ADMINISTRATION

C = SPECIALTY CLINICS

C.2 = MAIN HOSPITAL

E = MENTAL HEALTH

E.2 = MENTAL HEALTH

F = SPECIALTY CLINICS

H = MENTAL HEALTH

H.2 = MENTAL HEALTH

H.3 = MENTAL HEALTH

J = WAREHOUSE

L = MAIN HOSPITAL

M = MAIN HOSPITAL

N = MAIN HOSPITAL

P = MAIN HOSPITAL

S = EMERGENCY DEPARTMENT

S.2 = EMERGENCY DEPARTMENT

S.3 = EMERGENCY DEPARTMENT

S.4 = EMERGENCY DEPARTMENT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMP

321 4 5 6 7 8 9 10

A u to d e s k D o c s /D e s ig n R e p la c e

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PROJECT INFO & CODE

REQUIREMENTSAwen Solutions Group

4196 Merchant Plaza, Suite 711

Woodbridge, VA 22192

02/07/2025

REPLACE ROOF FOR

BUILDING 1 BLDG 1

6900 N. PECOS ROAD,

NORTH LAS VEGAS, NV 89086

593-24-302

100% CONSTRUCTION

DOCUMENTS

100% CONSTRUCTION

DOCUMENTS

PM PM

CODE ANALYSIS

THE 'REPLACE ROOF FOR BUILDING 1' PROJECT OF THE VA SOUTHERN NEVADA HEALTHCARE SYSTEM (VASNHS) SITE INTENDS TO REMEDIATE AND RESOLVE ISSUES WITH THE EXISTING ROOF DUE TO DETERIORATING CONDITION AND WATER INTRUSION OF THE MAIN HOSPITAL ROOF. THE ROOF IS AT

THE END OF ITS DESIGN LIFE AND REQUIRES ATTENTION DUE TO DEGRADATION AND WATER

INTRUSION DUE TO FAILURE OF THE ROOFING SYSTEM OR BY INADVERTENT PUNCTURE BY

EQUIPMENT OR STAFF.

THE A/E TEAM HAS PROVIDED ARCHITECTURAL AND CONSULTANT DESIGN AND ASSESSMENT TO

RECOMMEND REPAIR OR REPLACEMENT OF THE ROOF BASED ON OBSERVATIONS AND SURVEYS OF

EXISTING CONDITIONS. AN IR SCAN SURVEY AND SUBSEQUENT MOISTURE PENETRATION STUDIES

WERE COMPLETED TO VERIFY AREAS OF THE ROOF IN NEED OF FULL REPLACEMENT.

CONSTRUCTION PROJECT WILL EMPLOY THREE MAIN LEVELS OF DESIGN RESOLUTION:

1. CLEANING OF THE ROOF SURFACE WHERE RUST, MOISTURE, VEGETAL GROWTH/MOSS, GREASE, GRANULAR BUILD-UP HAVE ACCUMULATED.

2. REPAIR OF PENETRATION AREAS WHERE CONDUITS, BOOTS, AND SEALANTS HAVE FAILED. REPAIR

OF SURFACE CONDITIONS WHERE EXISTING ROOF COVER SHEET IS PHYICALLY TORN, DAMAGED, BUBBLED AND/OR FAILED.

3. REPLACEMENT OF ROOFING AREAS DOWN TO STRUCTURAL DECKING WHERE MOISTURE

PENETRATION HAS OCCURED, INCLUDING REPLACEMENT OF INSULATION LAYERS AND LAYERS

BELOW COVER SHEET. AN IR SCAN SURVEY WAS COMPLETED TO VERIFY THESE AREAS. THE GC IS REQUIRED TO CONDUCT A SECOND IR SCAN SURVEY AT THE TIME OF CONSTRUCTION TO VERIFY

WET ROOF INSULATION AREAS.

A PRE-BID WALKTHROUGH IS HIGHLY RECOMMENDED IN ORDER TO QUANTIFY THE EXTENT OF PATCH AND REPAIR NECESSARY AT THE ROOF, AS WELL AS THE EXTENT OF FLASHING NEEDING REPAIR OR REPLACEMENT. GC TO FIELD VERIFY IN FIELD ALL NECESSARY PATCH AND REPAIR LOCATIONS TO EXISTING ROOFING, AND ANY ALL FLASHING AND COPING LOCAITONS IN NEED OF REPLACEMENT, AND

INCLUDE IN BID.

ONCE ALL REPAIRS HAVE BEEN MADE, THE ROOF WILL BE LIQUID COATED WITH A TWO-PLY

POLYEURETHANE BASED ROOFING SYSTEM. SPECIFICATIONS OFFER MORE DETAIL ON THIS PROCESS

AND PERFORMANCE OF ADEQUATE PRODUCTS.

PROJECT SCOPE AREAS INCLUDE:

1. BUILDING 1 (MAIN HOSPITAL BUILDING - ROOF AREAS A, A.2, B, C, C.2, E, E.2, E.3, F, H, H.2, H.3, J, L, M, N, P, S, S.2, S.3, S.4 AND OVERRUN AREAS AT ELECTRICAL/MECHANICAL ENCLOSURES AS WELL AS

ROOFING OVER COVERED ENTRIES AND CORRIDORS AS INDICATED BELOW AND DETAILED IN

DRAWINGS)

SCOPE OF WORK

1. 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)

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

• INTERNATIONAL BUILDING CODE (IBC) (ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN

DOCUMENTS, SEE NOTES BELOW)

• NFPA 99 LIFE SAFETY CODE (SEE NOTES BELOW)

• NFPA NATIONAL FIRE CODES, WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900

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

• VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• NATIONAL ELECTRICAL CODE (NEC)

• INTERNATIONAL PLUMBING CODE (IPC)

• SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAN SOCIETY OF MECHANICAL

ENGINEERS (ASME) A 17.1.

• ASME BOILER AND PRESSURE VESSEL CODE

• ASME CODE FOR PRESSURE PIPING

• 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

CONDITIONS.

• REQUIREMENTS SECTION 01010 OF THE VA MASTER CONSTRUCTION SPECIFICATION.

APPLICABLE CODES AND STANDARDS

2. 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.

3. NFPA 99 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 99 AND DOCUMENTS

REFERENCED BY NFPA 99 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 99 AND DOCUMENTS REFERENCED THEREIN. DESIGN FEATURES NOT

ADDRESSED BY NFPA 99 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 99 OR A DOCUMENT REFERENCED BY NFPA 99, THE REQUIREMENTS OF NFPA 99 OR THE DOCUMENT REFERENCED BY NFPA 99 SHALL BE USED EXCLUSIVELY (THIS APPLIES EVEN IF THE

IBC REQUIREMENTS ARE DIFFERENT).

4. 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 VA TO ENSURE A

CONSISTENCY SYSTEM WIDE.

A B

C E

KEY PLAN

A .2

L M

F N P H

S.2

S J

E.2 C.2

S.4

H.2

H.3

S.3

PROJECT NAME:

VA SOUTHERN NEVADA HEALTHCARE SYSTEM (VASNHS)

REPLACE ROOF BUILDING 1

PROJECT ADDRESS:

6900 N. PECOS RD.

NORTH LAS VEGAS, NV 89086

BUILDING CLASSIFICATION:

BASIC OCCUPANCY GROUP(S):

(NFPA 99)

OCCUPANCY GROUP I

CONSTRUCTION TYPE:

(EXISTING)

TYPE II 222, SPRINKLERED

BASIC ALLOWABLE AREA:

(222 FULLY SPRINKLERED)

OCCUPANCY GROUP I-2 – UNLIMITED

ACTUAL HEIGHT

6 STORY HOSPITAL

MINIMUM FIRE RESISTIVE REQUIREMENTS:

(NFPA 99)

ELEMENT RATING

BEARING WALLS, EXTERIOR 2-HOUR

BEARING WALLS, INTERIOR 2-HOUR

NON-BEARING WALLS, INTERIOR 0-HOUR

STRUCTURAL FRAME 2-HOUR

STRUCTURAL FRAME, SUPPORTING ROOF ONLY 1-HOUR

SHAFT ENCLOSURES 2-HOUR

FLOORS AND FLOOR/CEILINGS 2-HOUR

ROOFS AND ROOF/CEILINGS 1-HOUR

HORIZONTAL EXIT 2-HOUR

SMOKE BARRIER (COMPARTMENTS) 1-HOUR

HAZARDOUS AREA SEPARATIONS 1-HOUR

SOILED LINEN ROOMS 1-HOUR

STORAGE ROOMS > 100 SF 1-HOUR

CORRIDORS

(NFPA 99)

EXCEPTION 3, WITHIN BUILDINGS PROTECTED THROUGHOUT

BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM, 1-HOUR

FIRE RESISTANCE RATING IS NOT REQUIRED.

MAXIMUM TRAVEL DISTANCE TO EXITS

(NFPA 99)

TRAVEL DISTANCE 200-FEET

COMMON PATH OF TRAVEL 100-FEET

DEAD-END CORRIDOR 50-FEET

FIRE SUPPRESSION

THE FACILITY IS FULLY SPRINKLERED PER NFPA 13

BUILDING DATA

LEVEL ROOF AREA PROGRAM AREA (SF)

LEVEL 7 (L,M,N,P) ROOF AREA L MAIN HOSPITAL 11616 SF

LEVEL 7 (L,M,N,P) ROOF AREA L - ELEV OVERRUN MAIN HOSPITAL 795 SF

LEVEL 7 (L,M,N,P) ROOF AREA L - MECH OVERRUN MAIN HOSPITAL 140 SF

LEVEL 7 (L,M,N,P) ROOF AREA M MAIN HOSPITAL 12469 SF

LEVEL 7 (L,M,N,P) ROOF AREA M - MECH OVERRUN MAIN HOSPITAL 140 SF

LEVEL 7 (L,M,N,P) ROOF AREA N MAIN HOSPITAL 11238 SF

LEVEL 7 (L,M,N,P) ROOF AREA N - ELEV OVERRUN MAIN HOSPITAL 865 SF

LEVEL 7 (L,M,N,P) ROOF AREA N - MECH OVERRUN MAIN HOSPITAL 140 SF

LEVEL 7 (L,M,N,P) ROOF AREA N - STAIR OVERRUN MAIN HOSPITAL 344 SF

LEVEL 7 (L,M,N,P) ROOF AREA P MAIN HOSPITAL 12060 SF

LEVEL 7 (L,M,N,P) ROOF AREA P - MECH OVERRUN MAIN HOSPITAL 140 SF

LEVEL 7 (L,M,N,P) ROOF AREA P - STAIR OVERRUN MAIN HOSPITAL 353 SF

LEVEL 7 (L,M,N,P) 50300 SF

LEVEL 4 (C,C.2,F) ROOF AREA C SPECIALTY CLINICS 28259 SF

LEVEL 4 (C,C.2,F) ROOF AREA C - 4B101 SPECIALTY CLINICS 567 SF

LEVEL 4 (C,C.2,F) ROOF AREA C - MECH OVERRUN SPECIALTY CLINICS 829 SF

LEVEL 4 (C,C.2,F) ROOF AREA C - MECH OVERRUN SPECIALTY CLINICS 370 SF

LEVEL 4 (C,C.2,F) ROOF AREA C - MECH OVERRUN SPECIALTY CLINICS 37 SF

LEVEL 4 (C,C.2,F) ROOF AREA C - MECH OVERRUN SPECIALTY CLINICS 49 SF

LEVEL 4 (C,C.2,F) ROOF AREA C - MECH OVERRUN SPECIALTY CLINICS 393 SF

LEVEL 4 (C,C.2,F) ROOF AREA F SPECIALTY CLINICS 28380 SF

LEVEL 4 (C,C.2,F) ROOF AREA F - 4A101 SPECIALTY CLINICS 296 SF

LEVEL 4 (C,C.2,F) ROOF AREA F - 4A201 SPECIALTY CLINICS 242 SF

LEVEL 4 (C,C.2,F) ROOF AREA F - 4B201/4B402 SPECIALTY CLINICS 412 SF

LEVEL 4 (C,C.2,F) ROOF AREA F - MECH OVERRUN SPECIALTY CLINICS 393 SF

LEVEL 4 (C,C.2,F) ROOF AREA F - MECH OVERRUN SPECIALTY CLINICS 829 SF

LEVEL 4 (C,C.2,F) ROOF AREA F - MECH OVERRUN SPECIALTY CLINICS 49 SF

LEVEL 4 (C,C.2,F) ROOF AREA F - MECH OVERRUN SPECIALTY CLINICS 370 SF

LEVEL 4 (C,C.2,F) ROOF C.2 SPECIALTY CLINICS 8204 SF

LEVEL 4 (C,C.2,F) 69678 SF

LEVEL 3 (E,E.2,H,H.3,S) ROOF AREA A.2 AUDITORIUM 6831 SF

LEVEL 3 (E,E.2,H,H.3,S) ROOF AREA E MENTAL HEALTH 14727 SF

LEVEL 3 (E,E.2,H,H.3,S) ROOF AREA E.2 MENTAL HEALTH 3823 SF

LEVEL 3 (E,E.2,H,H.3,S) ROOF AREA H MENTAL HEALTH 6457 SF

LEVEL 3 (E,E.2,H,H.3,S) ROOF AREA H.3 EMERGENCY DEPARTMENT 485 SF

LEVEL 3 (E,E.2,H,H.3,S) ROOF AREA S EMERGENCY DEPARTMENT 7247 SF

LEVEL 3 (E,E.2,H,H.3,S) 39571 SF

LEVEL 2

(A,B,S.2,S.3,S.4,H.2)

ROOF AREA 1C101 MAIN HOSPITAL 153 SF

LEVEL 2

(A,B,S.2,S.3,S.4,H.2)

ROOF AREA 1C397 MAIN HOSPITAL 151 SF

LEVEL 2

(A,B,S.2,S.3,S.4,H.2)

ROOF AREA A ADMINISTRATION 15585 SF

LEVEL 2

(A,B,S.2,S.3,S.4,H.2)

ROOF AREA B ADMINISTRATION 28854 SF

LEVEL 2

(A,B,S.2,S.3,S.4,H.2)

ROOF AREA H.2 EMERGENCY DEPARTMENT 660 SF

LEVEL 2

(A,B,S.2,S.3,S.4,H.2)

ROOF AREA S.2 EMERGENCY DEPARTMENT 16858 SF

LEVEL 2

(A,B,S.2,S.3,S.4,H.2)

ROOF AREA S.2 OVERRUN EMERGENCY DEPARTMENT 372 SF

LEVEL 2

(A,B,S.2,S.3,S.4,H.2)

ROOF AREA S.3 EMERGENCY DEPARTMENT 999 SF

LEVEL 2

(A,B,S.2,S.3,S.4,H.2)

ROOF AREA S.4 EMERGENCY DEPARTMENT 2697 SF

LEVEL 2 (A,B,S.2,S.3,S.4,H.2) 66329 SF

LEVEL 1 (J) ROOF AREA J WAREHOUSE 17785 SF

LEVEL 1 (J) 17785 SF

TOTAL IN SCOPE AREA 243663 SF

ROOF AREASAESBESTOS NOTES

ABATEMENT SCHEDULE

LEVEL

ID

AREA MATERIAL DISCRIPTION

# LOCATION

LEVEL 2 (A,B,S.2,S.3,S.4,H.2)

ROOF AREA B

DEMO

192 SF ROOFING MEMBRANE

LEVEL 2 (A,B,S.2,S.3,S.4,H.2)

ROOF AREA B

DEMO

9 SF ROOFING MEMBRANE

LEVEL 3 (E,E.2,H,H.3,S)

ROOF AREA

H DEMO

121 SF ROOFING MEMBRANE

LEVEL 4 (C,C.2,F)

ROOF AREA F

DEMO

170 SF ROOFING MEMBRANE

TOTAL AREA 492 SF

1. ASBESTOS DATA IS NOT AVAILABLE FOR THE ROOF MEMBRANE, THE MATERIAL

SHOULD BE ASSUMED TO CONTAIN ASBESTOS AND RENOVATION AND/OR

DEMOLITION ACTIVITIES SHOULD NOT START UNTIL THE CONTRACTOR

PROVIDES SAMPLING AND ANALYSIS IN THE AREAS WHERE WORK IS TO OCCUR

PER SPECIFICATION SECTION. IF ASBESTOS FOUND, PARTIES CONDUCTING

RENOVATION AND/OR DEMOLITION ACTIVITIES SHOULD FOLLOW ALL

APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS IN HANDLING

IDENTIFIED AND SUSPECT ACM AND IN ACCORDANCE WITH SPECIFICATION

SECTION 02 82 13.21, ASBESTOS ROOFING ABATEMENT.

2. SAMPLING AND ANALYSIS OF ROOFING MATERIAL TO BE CONDUCTED AT AREAS

OF ROOF DEMOLITION. REFER TO THE FOLLOWING VIEWS/SHEETS FOR

REFERENCE TO SPECIFIC DEMOLITION AREAS:

• C1/AE402B

• F1/AE402B

• C1/AE403H

• C1/AE404F

WALK PAD AREAS

WALK PAD AREA SCHEDULE

LOCATION WALK PAD AREA

LEVEL 1 - AREA J 1001 SF

LEVEL 2 - AREA A 1548 SF

LEVEL 2 - AREA B 2346 SF

LEVEL 2 - AREA S.2 95 SF

LEVEL 3 - AREA E 1117 SF

LEVEL 3 - AREA E 334 SF

LEVEL 3 - AREA H 273 SF

LEVEL 3 - AREA S 749 SF

LEVEL 4 - AREA C 1496 SF

LEVEL 4 - AREA F 2848 SF

LEVEL 7 - AREA L 1317 SF

LEVEL 7 - AREA M 1489 SF

LEVEL 7 - AREA N 1906 SF

LEVEL 7 - AREA P 2010 SF

TOTAL AREA 18,529 SF

VIEW NUMBERING EXAMPLE

THE NUMBER OF THE MODULE WHICH

OCCURS IN THE LOWER LEFT CORNER OF A

SINGLE MODULE OR SEVERAL MODULES

GROUPED TOGETHER WILL DEFINE THE

FINAL VIEW NUMBER AS SHOWN IN THE

ILLUSTRATION TO THE LEFT. ALTHOUGH

THE MODULE NUMBERS OCCUR IN

CONSECUTIVE ORDER, NOT ALL NUMBERS

ARE NECESSARILY USED ON EACH SHEET.

VIEW NUMBERING LAYOUT

VIEWS ARE NUMBERED ACCORDING TO THEIR

LOCATION ON EACH SHEET AND ARE NOT

NUMBERED CONSECUTIVELY. EACH MODULE

MAINTAINS THE ALPHA-NUMERIC VALUE

ASSOCIATED WITH IT. THIS SYSTEM CAN BE

APPLIED TO ANY DRAWING THAT CONTAINS

MULTIPLE IMAGES. THE IMAGES ARE

NUMBERED ACCORDING TO THE MODULE

SYSTEM SHOWN ILLUSTRATED TO THE LEFT.

EACH VIEW MAY OCCUPY ONE OR MORE

WHOLE MODULES. THE VIEW MODULE IS

USED TO ESTABLISH THE IDENTIFYING LABEL

FOR EACH DETAIL NOT TO LIMIT THE SIZE OF

THE DETAIL

B1 B3 B5 B7

C5

D1 D5 D7

E1 E2 E3

F1 F2 F3 F5 F7

A1 A2 A3 A4 A5 A6 A7 A8 A9

B1 B2 B3 B4 B5 B6 B7 B8 B9

C1 C2 C3 C4 C5 C6 C7 C8 C9

D1 D2 D3 D4 D5 D6 D7 D8 D9

E1 E2 E3 E4 E5 E6 E7 E8 E9

F1 F2 F3 F4 F5 F6 F7 F8 F9

A10

B10

C10

D10

E10

F10

ARCHITECTURAL SYMBOLS

CENTER LINE

ELEVATION INDICATOR

CENTER LINE INDICATOR

DEMOLITION LINE

EXISTING TO REMAIN LINE

FEATURES ABOVE LINE INDICATOR

HIDDEN FEATURES LINE

NEW CONSTRUCTION LINE

PROPERTY LINE

SMOKE BARRIER LINE (ABOVE CEILING)

BREAK, ROUND

BREAK, STRAIGHT

DETAIL INDICATOR

DETAIL/CALLOUT PLAN INDICATOR

DIMENSION LINE, CLEAR

DIMENSION LINE, CENTER OF STUD, UNO

DOOR OPENING/BROWED LIGHT INDICATOR

DRAWING BLOCK TITLE, TYPICAL

ELEVATION INDICATOR, EXTERIOR

EXTERIOR ELEVATION INDICATOR,

MULTIPLE VIEWS WHERE OCCURS

BUILDING SECTION INDICATOR

GRAPHIC SCALE

AREA NAME AND NUMBER

STRUCTURAL GRID

KEYNOTE

NORTH ARROW

OUT OF SCOPE AREA (BUILDING INTERIOR), REFER TO

FIRE PROTECTION, PLUMBING, MECHANICAL,

ELECTRICAL, AND TELECOM DRAWINGS FOR

ADDITIONAL WORK INSIDE THIS AREA

THERMAL BATT INSULATION

ACOUSTIC BATT INSULATION

S

D2

AE512

D2

AE512

6'-0"

DRAWING BLOCK TITLE

1/4"=1'-0"

C4

D2

AE512

D2

AE512

5 10 15 20

CORRIDOR

C123

A

PROJECT

NORTH

S

6'-0"

AE5121

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMP

321 4 5 6 7 8 9 10

A u to d e s k D o c s /D e s ig n R e p la c e

R o o f

B u ild in g

/5

-2

-3

.0

.A

.L V

.r v t

/7

/2

:0

:3

P M

GI004

GENERAL NOTES & ARCHITECTURAL

SYMBOLSAwen Solutions Group

4196 Merchant Plaza, Suite 711

Woodbridge, VA 22192

02/07/2025

REPLACE ROOF FOR

BUILDING 1 BLDG 1

6900 N. PECOS ROAD,

NORTH LAS VEGAS, NV 89086

593-24-302

100% CONSTRUCTION

DOCUMENTS

100% CONSTRUCTION

DOCUMENTS

PM PM

GENERAL

1. THE FOLLOWING GENERAL NOTES APPLY TO THE ENTIRE SET OF DRAWINGS LISTED ON GI001, SHEET INDEX.

2. MATERIAL QUANTITIES EXTRACTED BY THE GC FROM THE DESIGN-INTENT MODEL SHOULD BE

USED WITH CAUTION BECAUSE A DESIGN-INTENT MODEL IS NOT CREATED FOR THIS PURPOSE.

THE GC IS OBLIGATED TO DETERMINE, AND ASSUMES ALL RISK FOR, THE SUITABILITY OF THE

DESIGN-INTENT BIM FOR MATERIAL QUANTITY TAKEOFFS.

3. THE GC IS RESPONSIBLE TO ENSURE THAT EQUIPMENT AND SYSTEMS ARE INSTALLED

ACCORDING TO THE CONSTRUCTION COORDINATED MODEL LOCATIONS, WHICH HAVE BEEN

SIGNED OFF BY VA FACILITY MANAGEMENT PERSONNEL, AND ARE REFINED FROM THE AE

DESIGN COORDINATED MODEL LOCATIONS. ANY DEVIATIONS THAT IMPINGE ON SPACE

RESERVATIONS AS NOTED IN VA BIM STANDARDS MUST BE APPROVED BY VA IN WRITING.

4. FOR GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS APPLICABLE ONLY TO THE DRAWINGS OF

ONE DISCIPLINE, REFER TO THE DRAWINGS OF THAT DISCIPLINE – SEE “SHEET INDEX”.

5. THE COMPLETE SET OF DRAWINGS CONSIST OF ALL DRAWINGS LISTED BY THE “SHEET INDEX”.

THE WORK DESCRIBED IN ONE SHEET MAY BE REFERENCED AND MAY BE AFFECTED BY WORK

DESCRIBED ON ANOTHER SHEET.

6. THE WORK DESCRIBED IN ONE DISCIPLINE MAY BE REFERENCED AND AFFECTED BY WORK OF

ANOTHER DISCIPLINE. PARTIAL SETS OF DRAWINGS ARE INCOMPLETE AND SHOULD NOT BE

REDISTRIBUTED OR UTILIZED BY THE CONTRACTOR.

7. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO REVIEW AND COORDINATE THE WORK OF

ALL SUBCONTRACTORS, TRADES AND SUPPLIERS WITH 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 TRADE.

8. ALL ARCHITECTURAL DRAWINGS ESTABLISH AND COORDINATE THE FINISHED APPEARANCE AND

LOCATION OF ALL EXPOSED ELEMENTS OF THE WORK, INCLUDING THAT WORK WHICH IS

ILLUSTRATED PRIMARILY ON DRAWING OF OTHER DISCIPLINES, UNLESS OTHERWISE NOTED ON

THE DRAWINGS.

9. THE ARCHITECTURAL FLOOR PLANS, REFLECTED CEILING PLANS, SECTIONS, AND ELEVATIONS

SHOW THE LOCATION OF MANY-BUT NOT ALL – EXPOSED PARTS OF THE WORK. FOR ITEMS NOT

LOCATED EXACTLY, APPLY THE RULES INDICATED BY THE DRAWING “TYPICAL MOUNTING

HEIGHTS AND CONFIGURATION DIAGRAMS” TO DETERMINE THE EXACT LOCATION OF EACH

EXPOSED PART OF THE WORK.

10. REFER TO THE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR THE DETAILED

DESIGN OF THE MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS, OF WHICH PORTIONS MAY

ALSO MAY BE SHOWN ON THE ARCHITECTURAL DRAWINGS.

11. ALL PARTS OF THE WORK – 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.

12. 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.

13. IF A CONFLICT EXISTS BETWEEN THE CONTRACT DOCUMENTS AND A REGULATORY

REQUIREMENT, THE CONTRACTOR SHALL COMPLY WITH THE ONE ESTABLISHING THE MORE

STRINGENT OR RESTRICTIVE REQUIREMENT:

• THE DRAWINGS AND SPECIFICATIONS MAY SET FORTH MORE DETAILED, MORE SPECIFIC,

AND/OR MORE RESTRICTIVE REQUIREMENTS THAN THOSE SET FORTH BY THE APPLICABLE

REGULATORY REQUIREMENTS,

• WHERE THE DRAWINGS AND SPECIFICATIONS PROVIDE MORE DETAILED, MORE SPECIFIC,

AND/OR MORE RESTRICTIVE REQUIREMENTS, THE CONTRACTOR SHALL COMPLY WITH THOSE

REQUIREMENTS. WHERE THE APPLICABLE REQUIREMENTS OF THE REFERENCED RULES,

CODES, REGULATIONS, ORDINANCES, OR LAWS ARE MORE RESTRICTIVE THAN THAT SET

FORTH BY THE DRAWINGS AND SPECIFICATION, THE CONTRACTOR SHALL COMPLY WITH ALL

SUCH MORE RESTRICTIVE REQUIREMENTS. ALTHOUGH SUCH REQUIREMENTS MAY NOT BE

ILLUSTRATED BY THE DRAWINGS AND SPECIFICATIONS.

14. 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.

15. 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 MANUFACTURERS

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. HOWEVER, THE CONTRACTOR IS

RESPONSIBLE (AT NO ADDITIONAL EXPENSE TO THE OWNER) 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.

20. CONSTRUCTION, WORKMANSHIP, AND MATERIALS SHALL CONFORM TO THE 2024 NFPA AND

CURRENT VA TIL STANDARDS.

21. THE CONTRACTOR SHALL NOTIFY THE COR WHERE A CONFLICT OR DISCREPANCY OCCURS

BETWEEN THE CONTRACT DOCUMENT AND ANY OTHER PORTION OF THE CONTRACT

DOCUMENTS, FIELD CONDITIONS OR WHERE ANY CONDITIONS ARISE NOT COVERED BY THESE

DOCUMENTS WHEREIN WORK WILL NOT COMPLY WITH THE REQUIREMENTS OF THE NFPA.

22. THESE DRAWINGS INDICATE IN GENERAL THE PROJECT IN TERMS OF ARCHITECTURAL

DESIGN INTENT, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS

AND TYPE OF STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS. THE DRAWINGS DO

NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE

AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. AS INDICATED OR

DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER

EXECUTION AND COMPLETION OF THE WORK.

23. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR

ARCHITECTURAL ROUTING OF CONDUIT, PIPING, DUCTWORK ETC. AT UNDERSIDE OF

CONCRETE SLABS. ROUTING SHALL BE ORTHOGONAL, AND LIKE ITEMS TO BE GANGED AND

TO RUN PARALLEL WITH EVEN SPACING TYPICAL. EXACT ROUTING SHALL BE DETERMINED BY

THE CONTRACTOR, AND LAYOUT SHOP DRAWINGS SUBMITTED FOR ARCHITECTURAL REVIEW

AND APPROVAL PRIOR TO INSTALLATION. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS

OF ALL MECHANICAL EQUIPMENT PADS AND BASES AS WELL AS POWER AND WATER OR DRAIN

INSTALLATIONS WITH EQUIPMENT MANUFACTURERS BEFORE PROCEEDING WITH THE WORK.

CHANGES TO ACCOMMODATE FIELD CONDITIONS OR SUBSTITUTIONS SHALL BE MADE AT NO

ADDITIONAL COST.

24. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE IN ACCORDANCE WITH VA

PG-18-4 AND CONSIDERED TO BE CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS

QUESTIONS REGARDING SAME, OR THEIR EXACT MEANING, THE ARCHITECT SHALL BE

NOTIFIED FOR CLARIFICATION.

25. THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL FLOOR/WALL SLEEVES AND SHAFTS

IN CONCRETE SLABS/WALLS WITH MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL,

AND ARCHITECTURAL DRAWINGS AND DISCREPANCIES, IF ANY, TO BE BROUGHT TO NOTICE

OF THE ENGINEER PRIOR TO EXECUTION OF WORK.

26. COORDINATE WORK WITH COR, INCLUDING SCHEDULING TIME AND LOCATIONS FOR

DELIVERIES, BUILDING ACCESS, USE OF BUILDING SERVICES AND FACILITIES, AND USE OF

ELEVATORS. MINIMIZE DISTURBANCE OF BUILDING FUNCTIONS AND OCCUPANTS.

27. ALL EXISTING OR PROPOSED ELEVATIONS (LEVELS) AND DIMENSIONS, ON SITE AND ON

DRAWINGS MUST BE CHECKED AND VERIFIED BY THE CONTRACTOR BEFORE THE

PREPARATION OF SHOP DRAWINGS OR COMMENCEMENT OF ANY ITEM OF WORK ON THE SITE.

28. ARCHITECTURAL DRAWINGS MUST ALWAYS BE READ IN CONJUNCTION WITH ALL OTHER

RELEVANT SERVICES DRAWINGS AND CONTRACT DOCUMENTS. ANY DISCREPANCY BETWEEN

THESE DRAWINGS AND DOCUMENTS SHOULD BE REPORTED TO THE COR FOR CLARIFICATION

AND VERIFICATION.

FIRE PROTECTION

1. ALL OPENINGS IN SLABS AT MECHANICAL ROOMS (INCLUDING SPACES LEFTOVER IN THE

SHAFTS AFTER INSTALLATION OF DUCTS) MUST BE SEALED OFF WITH NON-COMBUSTIBLE

MATERIALS TO MAINTAIN THE REQUIRED FIRE-RATING CONTINUITY OF THE FLOOR

CONSTRUCTION. CONTRACTOR SHALL SUBMIT SHOP-DRAWINGS FOR APPROVAL FOR ALL

SUCH CASES.

2. ALL OPENINGS AT SLABS, WALLS SHALL BE SEALED OFF (FILLED) WITH NON-COMBUSTIBLE

MATERIALS TO MAINTAIN THE REQUIRED FIRE RATING CONTINUITY OF THE FLOOR, WALL

CONSTRUCTION. ALL HOLES, INCLUDING THOSE FOR MECHANICAL, AND ELECTRICAL

FACILITIES WHICH ARE LOCATED ON FLOOR SLAB, PARTITIONS AND WALLS MUST BE FILLED

WITH NON-COMBUSTIBLE MATERIALS TO PROVIDE REQUIRED FIRE RATING AND SHALL BE

SEALED AGAINST PASSAGE OF SMOKE AND FLAME.

3. A FINISH OR FIRE RATING INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH OF WALL

IS TO BE FINISHED OR FIRE RATED.

4. FIRE RATED ASSEMBLIES SHALL BE PER NFPA 721.1(1), GENERIC ASSEMBLIES OF GYPSUM

HANDBOOK, OR HAVE ICC APPROVAL.

5. PENETRATIONS OF FIRE RESISTANCE-RATED HORIZONTAL ASSEMBLIES AND FIRE

RESISTANCE RATED WALLS SHALL COMPLY WITH SECTION 714 OF THE NFPA, INCLUDING FIRE

DAMPERS AND SMOKE DAMPERS WHERE REQUIRED.

6. MEMBRANE PENETRATIONS BY LISTED ELECTRICAL OUTLET BOXES ARE PERMITTED

PROVIDED SUCH BOXES HAVE BEEN TESTED FOR USE IN FIRE-RESISTANCE-RATED

ASSEMBLIES AND THE BOX DOES NOT EXCEED 1/8" UNLESS LISTED OTHERWISE.

METAL WORKS

1. STEEL ELEMENTS NOT SHOWN IN THE CONTRACT DRAWINGS BUT ARE DEEMED NECESSARY

FOR THE SATISFACTORY COMPLETION OF THE WORKS SHALL BE GALVANIZED STEEL PRIMED

& PAINTED WITH TWO COATS OF EPOXY PAINT FOR ALL INTERIOR SITUATIONS AND STAINLESS

STEEL (#316) FOR ALL EXTERIOR SITUATIONS.

2. ALL WELDED STEEL JOINTS SHALL BE GRINDED SMOOTH, PRIMED & PAINTED.

3. ALL WELDING SHALL BE OF SUITABLE TYPE TO STEEL WORKS.

GENERAL NOTES

16. THE CONTRACTOR SHALL NOT SCALE DRAWINGS, THE CONTRACTOR SHALL VERIFY ALL

DIMENSIONS AND EXISTING CONDITIONS PRIOR TO THE START OF WORK AND SHALL NOTIFY THE

OWNER’S REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK.

17. ALL WORK PERFORMED SHALL COMPLY WITH THE CONTRACT DOCUMENTS, DRAWINGS, AND

PROJECT MANUAL, INCLUDING THESE GENERAL NOTES. THE CONTRACTOR SHALL COORDINATE

THE INTENT OF THE GENERAL NOTES WITH ALL TRADES. ALL WORK PERFORMED SHALL COMPLY

WITH CODES, LAWS, ORDINANCES, RULES, AND REGULATIONS OF PUBLIC AUTHORITIES

GOVERNING THE WORK.

18. THE PROJECT MANUAL, BOUND SEPARATELY, IS A PART OF THE CONTRACT DOCUMENTS.

19. THE ORGANIZATION OF THE DRAWINGS AND PROJECT MANUAL SHALL NOT CONTROL THE

CONTRACTOR IN DIVIDING THE WORK AMONG SUBCONTRACTORS OR IN ESTABLISHING THE

EXTENT OF WORK TO BE PERFORMED BY ANY TRADE.

GENERAL NOTES GENERAL NOTES

DEMOLITION

1. DEMOLITION IS INTENDED TO PREPARE THE BUILDING TO RECEIVE THE NEW WORK. THE

INFORMATION PROVIDED IN NO WAY INTENDS TO MEAN THAT DEMOLITION IS LIMITED ONLY TO THOSE ITEMS SPECIFICALLY IDENTIFIED. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY

TO EXECUTE DEMOLITION WORK AS REQUIRED TO ALLOW THE EXECUTION OF NEW WORK.

REMOVE ALL EXISTING ITEMS OF CONSTRUCTION AND EQUIPMENT WITHIN THE PROJECT

AREA, INDICATED ON DEMOLITION PLAN, WHETHER SHOWN OR NOT INCLUDING BUT NOT

LIMITED TO FLOOR MATERIAL, BASE, WALLS, CEILINGS, DOORS, DOOR FRAMES, CASEWORK,

ELECTRICAL, MECHANICAL, PLUMBING FIXTURES AND SYSTEM, AS REQUIRED TO

ACCOMMODATE NEW CONSTRUCTION. ANY EXISTING WORK TO REMAIN, IF DAMAGED BY ANY

TRADE OR NEW CONSTRUCTION, SHALL BE PATCHED, REPAIRED OR REPLACED TO MATCH

EXISTING. COMPLY WITH APPLICABLE CODES AND REGULATIONS.

2. REMOVE MEANS: DETACH ITEMS FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSE OF

THEM OFF-SITE, UNLESS INDICATED TO BE REMOVED AND SALVAGED OR REMOVED AND

REINSTALLED.

3. REMOVE AND SALVAGE MEANS: DETACH ITEMS FROM EXISTING CONSTRUCTION AND DELIVER

THEM TO OWNER READY FOR REUSE.

4. REMOVE AND REINSTALL MEANS: DETACH ITEMS FROM EXISTING CONSTRUCTION, PREPARE

THEM FOR REUSE, AND REINSTALL THEM WHERE INDICATED.

5. EXISTING TO REMAIN MEANS: EXISTING ITEMS OF CONSTRUCTION THAT ARE NOT TO BE

REMOVED AND THAT ARE NOT OTHERWISE INDICATED TO BE REMOVED, REMOVED AND

SALVAGED, OR REMOVED AND REINSTALLED.

6. SCHEDULE WORK TO MINIMIZE DISRUPTION OF SERVICES. COORDINATE WORK SCHEDULE

WITH THE COR. VA WILL NEED A 2-WEEK NOTICE FOR DISRUPTION OF SERVICES. WORK TIMES

TO BE COORDINATED WITH VA PRIOR TO START OF WORK.

7. COORDINATE WORK WITH ALL OTHER TRADES. VERIFY ALL EXISTING CONDITIONS PRIOR TO

BEGINNING WORK TO CONFIRM ACCURACY IN THE DRAWINGS. REPORT ANY DISCREPANCIES

TO THE COR.

8. THE DEMOLITION DRAWINGS ARE CONSIDERED SCHEMATIC. CONTRACTOR RESPONSIBLE FOR

FIELD VERIFYING EXISTING DEMOLITION WORK PRIOR TO SUBMISSION OF PROPOSAL.

SUBMISSION TO BE MADE TO COR 2 WEEKS PRIOR TO START OF DEMOLITION.

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

AND FREE OF OBSTRUCTIONS AT ALL TIMES. 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. VA TO APPROVE

BARRIER LOCATIONS; BARRIERS TO BE CONSTRUCTED AS INDICATED.

10. DURING DEMOLITION, PROVIDE PROTECTION FOR ALL AIR INTAKE AND AIR HANDLING UNITS TO

REMAIN IN PLACE DURING THE RENOVATION WORK. EQUIPMENT TO REMAIN FUNCTIONAL

DURING CONSTRUCTION. IF NECESSARY TO DISCONNECT OR PAUSE FUNCTION OF ANY

MECHANICAL EQUIPMENT, A SCHEDULE FOR SHUT-DOWN MUST BE REVIEWED AND APPROVED

BY THE COR.

11. 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.

12. MISC. SUPPORTS ITEMS, ETC. REQUIRED FOR THE REINSTALLATION OF EQUIPMENT

CONTRACTOR TO REQUEST INFORMATION FROM AE TEAM.

13. ALL DEMOLISHED ITEMS ARE TO BE REMOVED IN THEIR ENTIRETY INCLUDING ALL ASSOCIATED

PIPING, WIRING, HANGERS, SUPPORTS, PROJECTIONS BOLTS NAILS, ETC. FROM EXISTING

SURFACES. PATCH ALL HOLES TO MATCH ADJACENT SURFACES OR PROVIDE NEW FINISHES

PER FINISH PLAN.

14. ALL STRUCTURAL INTERFERENCE OR STRUCTURAL WALLS, BEAMS, JOIST COLUMNS, ETC.

SHALL BE BROUGHT TO THE ATTENTION OF COR FOR DECISION. NO FLOOR OR STRUCTURAL

MEMBERS SHALL BE CUT WITHOUT PERMISSION OF A REGISTERED STRUCTURAL ENGINEER.

ALL PROPOSED SLEEVE / CORING SHALL BE REVIEWED BY COR.

15. HAUL ROUTES AND WORKER PATH OF TRAVEL TO BE FINALIZED AND APPROVED BY THE VA

PRIOR TO START OF WORK. ROUTES SHALL BE APPROVED AT BUILDING EXTERIOR ONLY, NO

INTERIOR PATHWAYS WILL BE AVAILABLE (HOISTWAYS, STAIRWELLS, CORRIDORS, ETC.).

19. DO NOT CUT AND PATCH MISCELLANEOUS ELEMENTS OR RELATED COMPONENTS IN A

MANNER THAT COULD CHANGE THEIR LOAD-CARRYING CAPACITY, THAT RESULTS IN

REDUCING THEIR CAPACITY TO PERFORM AS INTENDED, OR THAT RESULT IN INCREASED

MAINTENANCE OR DECREASED OPERATIONAL LIFE OR SAFETY. THESE INCLUDE BUT ARE NOT

LIMITED TO, WATER, MOISTURE, OR VAPOR BARRIERS, MEMBRANES AND FLASHINGS,

EXTERIOR WALL CONSTRUCTION, EQUIPMENT SUPPORTS, PIPING, DUCTWORK, VESSELS, AND

EQUIPMENT, NOISE- AND VIBRATION-CONTROL ELEMENTS AND SYSTEMS.

20. DO NOT CUT AND PATCH CONSTRUCTION IN A MANNER THAT RESULTS IN VISUAL EVIDENCE OF

CUTTING AND PATCHING. DO NOT CUT AND PATCH CONSTRUCTION EXPOSED ON THE

EXTERIOR OR IN OCCUPIED SPACES IN A MANNER THAT WOULD, IN ARCHITECT'S OPINION,

REDUCE THE BUILDING'S AESTHETIC QUALITIES.

21. BEFORE PROCEEDING, MEET AT PROJECT SITE WITH PARTIES INVOLVED IN CUTTING AND

PATCHING, INCLUDING MECHANICAL AND ELECTRICAL TRADES. REVIEW AREAS OF POTENTIAL

INTERFERENCE AND CONFLICT. COORDINATE PROCEDURES AND RESOLVE POTENTIAL

CONFLICTS BEFORE PROCEEDING.

22. USE MATERIALS IDENTICAL TO IN-PLACE MATERIALS. FOR EXPOSED SURFACES, USE

MATERIALS THAT VISUALLY MATCH IN-PLACE ADJACENT SURFACES TO THE FULLEST EXTENT

POSSIBLE. IF IDENTICAL MATERIALS ARE UNAVAILABLE OR CANNOT BE USED, USE MATERIALS

THAT, WHEN INSTALLED, WILL MATCH THE VISUAL AND FUNCTIONAL PERFORMANCE OF IN-

PLACE MATERIALS.

23. EXAMINE SURFACES TO BE CUT AND PATCHED AND CONDITIONS UNDER WHICH CUTTING AND

PATCHING ARE TO BE PERFORMED. BEFORE PATCHING, VERIFY COMPATIBILITY WITH AND

SUITABILITY OF SUBSTRATES, INCLUDING COMPATIBILITY WITH IN-PLACE FINISHES OR

PRIMERS. PROCEED WITH INSTALLATION ONLY AFTER UNSAFE OR UNSATISFACTORY

CONDITIONS HAVE BEEN CORRECTED.

24. PROVIDE TEMPORARY SUPPORT OF WORK TO BE CUT.

25. PROTECT IN-PLACE CONSTRUCTION DURING CUTTING AND PATCHING TO PREVENT DAMAGE.

PROVIDE PROTECTION FROM ADVERSE WEATHER CONDITIONS FOR PORTIONS OF PROJECT

THAT MIGHT BE EXPOSED DURING CUTTING AND PATCHING OPERATIONS.

26. AVOID INTERFERENCE WITH USE OF ADJOINING AREAS OR INTERRUPTION OF FREE PASSAGE

TO ADJOINING AREAS.

27. WHERE EXISTING SERVICES/SYSTEMS ARE REQUIRED TO BE REMOVED, RELOCATED, OR

ABANDONED, BYPASS SUCH SERVICES/SYSTEMS BEFORE CUTTING TO PREVENT

INTERRUPTION TO OCCUPIED AREAS.

28. EMPLOY SKILLED WORKERS TO PERFORM CUTTING AND PATCHING. PROCEED WITH CUTTING

AND PATCHING AT THE EARLIEST FEASIBLE TIME, AND COMPLETE WITHOUT DELAY. CUT IN-

PLACE CONSTRUCTION TO PROVIDE FOR INSTALLATION OF OTHER COMPONENTS OR

PERFORMANCE OF OTHER CONSTRUCTION, AND SUBSEQUENTLY PATCH AS REQUIRED TO

RESTORE SURFACES TO THEIR ORIGINAL CONDITION.

29. CUT IN-PLACE CONSTRUCTION BY SAWING, DRILLING, BREAKING, CHIPPING, GRINDING, AND

SIMILAR OPERATIONS, INCLUDING EXCAVATION, USING METHODS LEAST LIKELY TO DAMAGE

ELEMENTS RETAINED OR ADJOINING CONSTRUCTION. IF POSSIBLE, REVIEW PROPOSED

PROCEDURES WITH ORIGINAL INSTALLER; COMPLY WITH ORIGINAL INSTALLER'S WRITTEN

RECOMMENDATIONS.

30. IN GENERAL, USE HAND OR SMALL POWER TOOLS DESIGNED FOR SAWING AND GRINDING,

NOT HAMMERING AND CHOPPING. CUT HOLES AND SLOTS AS SMALL AS POSSIBLE, NEATLY

TO SIZE REQUIRED, AND WITH MINIMUM DISTURBANCE OF ADJACENT SURFACES.

TEMPORARILY COVER OPENINGS WHEN NOT IN USE.

31. CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES.

32. CUT CONCRETE OR MASONRY USING A CUTTING MACHINE, SUCH AS AN ABRASIVE SAW OR

A DIAMOND-CORE DRILL.

33. CUT OFF PIPE OR CONDUIT IN WALLS OR PARTITIONS TO BE REMOVED. CAP, VALVE, OR

PLUG AND SEAL REMAINING PORTION OF PIPE OR CONDUIT TO PREVENT ENTRANCE OF

MOISTURE OR OTHER FOREIGN MATTER AFTER CUTTING. PROCEED WITH PATCHING AFTER

CONSTRUCTION OPERATIONS REQUIRING CUTTING ARE COMPLETE.

34. PATCH CONSTRUCTION BY FILLING, REPAIRING, REFINISHING, CLOSING UP, AND SIMILAR

OPERATIONS FOLLOWING PERFORMANCE OF OTHER WORK. PATCH WITH DURABLE SEAMS

THAT ARE AS INVISIBLE AS POSSIBLE.

35. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO

RETAINED ADJOINING CONSTRUCTION IN A MANNER THAT WILL ELIMINATE EVIDENCE OF

PATCHING AND REFINISHING.

36. CLEAN PIPING, CONDUIT, AND SIMILAR FEATURES BEFORE APPLYING PAINT OR OTHER

FINISHING MATERIALS. RESTORE DAMAGED PIPE COVERING TO ITS ORIGINAL CONDITION.

37. PROTECT ADJACENT SURFACES; FOR EXAMPLE, BUT NOT LIMITED TO, SILLS, JAMBS AND

HEAD FRAMES AT WINDOWS AND DOORS TO NAME A FEW.

38. REMOVAL OF FIRE ALARM, FIRE SUPPRESSION, PLUMBING, MECHANICAL, ELECTRICAL,

TELECOMMUNICATION, AND SECURITY SYSTEM SHOULD BE LIMITED TO WHAT IS NECESSARY

FOR SAFE REMOVAL OF THE INDICATED WALL OR CEILING. APPROPRIATE LIGHT FIXTURES

SHALL BE TEMPORARILY SUSPENDED TO PROVIDE ADEQUATE LIGHTING LEVELS FOR

CONSTRUCTION.

39. REFER TO STRUCTURAL, FIRE ALARM, FIRE SUPPRESSION, PLUMBING, MECHANICAL,

ELECTRICAL, TELECOMMUNICATION, AND SECURITY SYSTEM DOCUMENTS, FOR ADDITIONAL

DEMOLITION INFORMATION AND WORK.

VIEW NUMBERING SCHEME

GENERAL NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMP

321 4 5 6 7 8 9 10

A u to d e s k D o c s /D e s ig n R e p la c e

R o o f

B u ild in g

/5

-2

-3

.0

.A

.L V

.r v t

/7

/2

:0

:4

P M

GI005

ARCHITECTURAL ABBREVIATIONS

Awen Solutions Group

4196 Merchant Plaza, Suite 711

Woodbridge, VA 22192

02/07/2025

REPLACE ROOF FOR

BUILDING 1 BLDG 1

6900 N. PECOS ROAD,

NORTH LAS VEGAS, NV 89086

593-24-302

100% CONSTRUCTION

DOCUMENTS

100% CONSTRUCTION

DOCUMENTS

PM PM

ARCHITECTURAL ABBREVIATIONS U.N.O.

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AAMA AMERICAN ARCHITECTURAL

MANUFACTURERS ASSOCIATION

AB ANCHOR BOLT

ABAN ABANDONED

ABC AGGREGATE BASE COURSE

AC ASBESTOS CEMENT OR ASPHALTIC

CONCRETE

ACI AMERICAN CONCRETE INSTITUTE

ACS DR ACCESS DOOR

ACS FLR ACCESS FLOOR

ACS PNL ACCESS PANEL

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADC AUTOMATIC DOOR CLOSER

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

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

AGA AMERICAN GAS ASSOCIATION

AGC ASSOCIATED GENERAL

CONTRACTORS

AGGR AGGREGATE

AHJ AUTHORITY HAVING JURISDICTION

AHR ANCHOR

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF

ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALT ALTERNATE

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

B LABEL CLASS B DOOR

B PL BASE PLATE

BALC BALCONY

BAT BATTEN

BB BULLETIN BOARD

BD BOARD

BD FT BOARD FEET (FOOT)

BEV BEVEL

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BI FLD DR BIFOLDING DOORS

BITUM BITUMINOUS

BKG BACKING

BLD BUILD

BLDG BUILDING

BLKT BLANKET

BLVD BOULEVARD

BM BEAM OR BENCHMARK

BOT BOTTOM

BR BEDROOM

BRCG BRACING

BRDG BRIDGING

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 CELSIUS CHANNEL

C CHANNEL CELSIUS

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

C TO C CENTER TO CENTER

CAB CABINET

CAC CEILING ATTENUATION CLASS

CB CATCH BASIN OR CORNER BEAD

CBB CEMENTITIOUS (BACKER) BOARD

CC CUBIC CENTIMETER

CCTV CLOSED CIRCUIT TELEVISION

CCW COUNTERCLOCKWISE

CD CONSTRUCTION DOCUMENTS OR

CONTRACT DOCUMENTS

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED /

CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER

INSTALLED

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CENTER OF GRAVITY OR CORNER

GUARD

CGSFU CERAMIC GLAZED STRUCTURAL

FACING UNITS

CH BD CHALKBOARD

CHEM CHEMICAL

CHFR CHAMFER

CHK CHECK

CI CAST IRON

CIP CAST-IN-PLACE

CIR CIRCLE

CIRC CIRCULAR

CJ CONSTRUCTION JOINT OR

CONTROL JOINT

CL CENTER LINE

CLDG CLADDING

CLG CEILING

CLG HT CEILING HEIGHT

CLR CLEAR

cm² SQUARE CENTIMETER cm³ CUBIC CENTIMETER

CM CONSTRUCTION MANAGEMENT

CMU CONCRETE MASONRY UNIT

CNR CORNER

CNTR COUNTER

CO CARBON MONOXIDE, CERTIFICATE OF

OCCUPANCY, CLEANOUT, OR COMPANY

CO₂ CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINATION, COMBINED

COMM COMMUNICATION

COMP COMPONENT

CONC CONCRETE

CONC FLR CONCRETE FLOOR

COND CONDENSER OR CONDITION

CONF CONFERENCE

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPM CRITICAL PATH METHOD

CPRS COMPRESSIBLE

CPT CARPET

CRS COLD ROLLED STEEL

CRSI CONCRETE REINFORCING

STEEL INSTITUTE

CSB CONCRETE SPLASH BLOCK

CSG CASING

CSI CONSTRUCTION SPECIFICATIONS

INSTITUTE

CSK COUNTER SUNK

CSMT CASEMENT

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTG COATING

CTR CENTER CONTOUR

CTRL CONTROL

CTV CABLE TELEVISION

CU COPPER C

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CURT CURTAIN

CYL CYLINDER

CYL L CYLINDER LOCK

D DEPTH OR PENNY (NAIL)

D LABEL CLASS D DOOR

DAT DATUM

DB DECIBEL

DBL DOUBLE

DBL GLZ DOUBLE GLAZE

DC DIRECT CURRENT

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL DIAGRAM

DIAG DIAGRAM DIAGONAL

DIFF DIFFERENCE OR DIFFUSER

DIM DIMENSION

DIR DIRECTION

DISP DISPENSER

DIST DISTANCE

DIV DIVIDE OR DIVISION

DL DEAD LOAD

DOC DOCUMENT

DOUG FIR DOUGLAS FIR

DOZ DOZEN

DR DOOR, DRAIN, DRESSING ROOM,

OR DRIVE

DR CL DOOR CLOSER

DR FR DOOR FRAME

DR OPNG DOOR OPENING

DS DOWNSPOUT

DSGN DESIGN

DW DISHWASHER

DWG DRAWING

DWTR DUMBWAITER

E EAST

E LABEL CLASS E DOOR

EA EACH

EFF EFFICIENCY

EFS EXTERIOR FINISH SYSTEM

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRIC

ELEC DR OP ELECTRIC DOOR OPENER

ELEV ELEVATOR

EMER EMERGENCY

EMER SHR EMERGENCY SHOWER

ENCL ENCLOSURE

ENGR ENGINEER

ENVIR ENVIRONMENT

EPA ENVIRONMENTAL PROTECTION

AGENCY

EPDM ETHYLENE PROPYLENE DIENE

MONOMER

EPO EMERGENCY POWER OFF

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ERD EXISTING ROOF DRAIN

ESC ESCAPE OR ESCUTCHEON

ESCAL ESCALATOR

ESMT EASEMENT

ESP ESPECIALLY

EST ESTIMATE

ETC AND SO FORTH OR ET CETERA

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWS EYE WASH STATION

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXP BT EXPANSION BOLT

EXST GR EXISTING GRADE

EXT EXTERIOR, EXTERNAL, OR

EXTINGUISHER

EXT GR EXTERIOR GRADE

F FAHRENHEIT OR FEMALE

FA FIRE ALARM

FAB FABRIC

FAC FACTOR

FACIL FACILITY

FAS FASCIA

FAS BD FASCIA BOARD

FCO FLOOR CLEANOUT

FCTY FACTORY

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF&E FURNITURE, FIXTURE, AND

EQUIPMENT

FH FLAT HEAD OR FLAT HEAD

SCREWS

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHP FULL HEIGHT PARTITION

FHWS FLAT HEAD WOOD SCREW

FIG FIGURE

FIL FILLET

FIN FINISH

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIN WD FINISH WOOD

FIXT FIXTURE

FL FLOORLINE

FLASH FLASHING

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLR FLOOR

FLR FIN FLOOR FINISH

FLR SK FLOOR SINK

FLUOR FLUORESCENT

FLUOR FIX FLUORESCENT FIXTURE

FM FACTORY MUTUAL

FM-G FACTORY MUTUAL GLOBAL

FO FINISHED OPENING

FOC FACE OF CONCRETE OR FACE OF

CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

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

FR SNK FLUSHING RIM SINK

FREQ FREQUENCY

FRMG FRAMING

FRP FIBER REINFORCED POLYESTER

OR FIBERGLASS REINFORCED

PLASTIC

FRZ FREEZER

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET OR FOOT

FTG FOOTING

FURG FURRING

FURN FURNISH OR FURNITURE

FUT FUTURE

FWC FABRIC WALLCOVERING

GA GAGE OR GYPSUM ASSOCIATION

GAL GALLON

GALV GALVANIC OR GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GUARD

GDR GUARD RAIL

GEN GENERAL OR GENERATOR

GFRC GLASS-FIBER-REINFORCED

CONCRETE

GFRG GLASS-FIBER-REINFORCED

GYPSUM

GFRP GLASS-FIBER-REINFORCED

PLASTIC

GI GALVANIZED IRON

GL GLASS

GL BLK GLASS BLOCK

GLU LAM GLUED LAMINATED WOOD

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

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H HIGH

H PLAM HIGH PRESSURE PLASTIC

LAMINATE

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HOLLOW CORE

HCWD HOLLOW CORE WOOD DOOR

HDBD HARDBOARD

HDNR HARDENER

HDO HIGH DENSITY OVERLAY

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE

AIR (FILTER)

HEX HEXAGON

HF HIGH FREQUENCY

HGR HANGER

HM HECTOMETER

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HMDF HOLLOW METAL DOOR AND

FRAME

HMF HOLLOW METAL FRAME

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HOSP HOSPITAL

HP HIGH PRESSURE OR

HORSEPOWER

HQ HEADQUARTERS

HS HEAT-STRENGTHENED (GLASS)

OR HIGH STRENGTH

HSE HOUSE

HSKPG HOUSEKEEPING

HST HOIST

HT HEIGHT

HVAC HEATING, VENTILATING, AND AIR

CONDITIONING

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 IDENTIFICATION, INSIDE

DIAMETER, OR INTERIOR DESIGN

ID NO IDENTIFICATION NUMBER

ILLUM ILLUMINATION

INCL INCLUDED

IND INDEPENDENT OR INDUSTRIAL

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INTERCOM INTERCOMMUNICATION

INTL INTERNATIONAL

IRMA INVERTED ROOF MEMBRANE

ASSEMBLY

IWH INSTANTANEOUS WATER HEATER

JAN JANITOR

J-BOX JUNCTION BOX

KD KILN DRIED OR KNOCKED DOWN

KIT KITCHEN

KO KNOCKOUT

KPL KICKPLATE

L ANGLE

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

LF LINEAR FEET (FOOT)

LH LEFT HAND

LHR LEFT HAND REVERSE

LHR LEFT HAND REVERSE, LATENT

HEAT RATIO

LIB LIBRARY

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

MACH MACHINE

MACH RM MACHINE ROOM

MAINT MAINTENANCE

MAN MANUAL

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION

SYSTEM

MAX MAXIMUM

MB MACHINE BOLT

MCB METAL CORNER BEAD

MD DECK

ME MECHANICAL ENGINEER

MEAS MEASURE

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MED MEDICAL MEDIUM

MED MEDIUM MEDICAL

MEK METHYL ETHYL KETONE

MEL MELAMINE

MEMB MEMBRANE

MEMO MEMORANDUM

MEZZ MEZZANINE

MF MILL FINISH

MFD MANUFACTURED

MFG MANUFACTURING

MFR MANUFACTURER

MFR REC MANUFACTURER'S

RECOMMENDATION

MGT MANAGEMENT

MH MANHOLE

MIC MICROPHONE

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM MINUTE

MIN MINUTE MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MIT MITER

MKR MARKER

ML METAL LATH

MLDG MOLDING (MOULDING)

MLWK MILLWORK

mm MILLIMETER

MO MASONRY OPENING OR MOTOR

OPERATED

MOD MODEL, MODIFY OR MODULE

MOD BIT MODIFIED BITUMEN

MON MONITOR

MOPR MOP RACK

MR MOISTURE RESISTANT

MS MACHINE SCREW OR MOP SINK

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

MW MICROWAVE

MWP MEMBRANE WATERPROOFING

N NORTH

NA NOT APPLICABLE

NAAMM NATIONAL ASSOCIATION OF

ARCHITECTURAL METAL

MANUFACTURERS

NAT NATURAL

NATL NATIONAL

NC NOISE CRITERIA

NCOMBL NONCOMBUSTIBLE

NEC NATIONAL ELECTRICAL CODE

NEG NEGATIVE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS ASSOCIATION

NEUT NEUTRAL

NFC NATIONAL FIRE CODE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

NRCA NATIONAL ROOFING

CONTRACTORS ASSOCIATION

NRP NONREMOVABLE

NS NARROW STILE

NUM NUMERAL

O/O OUT TO OUT

O OXYGEN

OA OUTSIDE AIR OR OVERALL

OC ON CENTER

OCC OCCUPY

OCT OCTAGON

OD OUTSIDE DIAMETER OUTSIDE

DIMENSION

OD OUTSIDE DIMENSION OUTSIDE

DIAMETER

OF/CI OWNER FURNISHED/CONTRACTOR

INSTALLED

OFD OVERFLOW DRAIN

OFF OFFICE

OF/OI OWNER FURNISHED/OWNER

INSTALLED

OH OVERHANG

OH DR OVERHEAD (COILING) DOOR

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

RT RIGHT

RV ROOF VENT

RVS REVERSE

RWD REDWOOD

RWL RAIN WATER LEADER

SA SUPPLY AIR

SALV SALVAGE

SAMP SAMPLE

SAN SANITARY

SAT SUSPENDED ACOUSTICAL TILE

SATC SUSPENDED ACOUSTICAL TILE

CEILING

SB…