Attachment 3 Drawings.pdf

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A S S E M B L Y S T R E E T

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I N D E P E N D E N C E D R I V E I N

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F R E E D O M W A Y

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G S

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R E

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S

1 MAIN BUILDING

2 PHARMACY / SPECIALTY CARE

3 UTILITY PLANT / LAUNDRY

4 EDUCATION / LRC (UNDER CONSTRUCTION)

5 ENGINEERING

6 HUMAN RESOURCES

6a VETERANS SERVICES / VOLUNTARY SERVICES

7 SUBSTANCE ABUSE / TRANSITIONAL CARE MANAGEMENT

12 COMMUNITY LIVING CENTER

14 WAREHOUSE RECEIVING

14a ENGINEERING STORAGE

15 MRI

16 WAREHOUSE STORAGE

23 CHILLERS

27 OUTPATIENT CLINIC

30 EYE CLINIC / QUALITY MANAGEMENT

31 PHYSICAL THERAPY / PROSTHETICS

32 (UNDER CONSTRUCTION)

33 DENTAL CLINIC

37 NATIVE AMERICAN VETERANS HEALING LODGE

38 SWITCHGEAR BUILDING

39 GENERATOR BUILDING

40 OUTPATIENT MENTAL HEALTH BUILDING

41 AUDIOLOGY

BUILDING KEY PLAN

GI-310

GI-102

1 1

GI-103

GI-300

GI-200

LAYDOWN

AREA

LAYDOWN AREA

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

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

Planning - Architecture - Interiors

Project Number

U.S. Department of Veterans Affairs

Replace Roofing - Buildings 1, 2, 3, and 31

AA/ LR

GI-000

COVER SHEET

668-24-103

SO

Mann-Grandstaff VA Medical Center 4815 North Assembly St, Spokane, Washington 99205

07.17.2026

100% CONSTRUCTION

DOCUMENTS

24028

Reference Site Plan

PROJECT

SITE

REPLACE EXISTING ROOFING SYSTEM MEMBRANES ON BUILDINGS 1 (AREAS

A298, B299, B397, B398, B399), 2, 3, AND 31.

PROJECT DESCRIPTION

VICINITY MAP

PROJECT TEAM

FACILITY:

Department of Veterans Affairs Engineering Service, Building 5 Mann-Grandstaff VA Medical Center 4815 North Assembly St.

Spokane, WA 99205

Contact: Michael Langenheim P: 509.434.7000 x6469 E: michael.langenheim@va.gov

ARCHITECT

MA|Architects, Inc.

385 Van Ness Ave., Suite 110 Torrance, CA 90501

Contact: Sofie O'Brien P: 424.302.5271, Ext. 105 E: s.obrien@ma-architects.net

COMMISSIONING AGENT

Enviros 220 Ramsey Street Hastings, MN 55033

Contact: Scott Sinclair P: 718.314.6599 E: ssinclair@enviros.co

DEPARTMENT OF VETERANS AFFAIRS

Mann-Grandstaff VA Medical Center

4815 North Assembly St., Spokane, Washington 99205

VA Project No. 668-24-103 Replace Roofing - Buildings 1, 2, 3, and 31

N

Rev. Date Description

BID DEDUCTS

EACH BUILDING ROOF TO BE BID SEPARATELY, IN ORDER OF IMPORTANCE:

DEDUCT #1: BUILDING 2 (UTILITY)

DEDUCT #2: BUILDING 3 (UTILITY & STORAGE)

DEDUCT #3: BUILDING 1 (PATIENT CARE)

DEDUCT #4: BUILDING 31 (PATIENT CARE)

07/14/2026

20122443

REGISTERED

ARCHITECT

STEVEN A. MCCASLIN

STATE OF WASHINGTON

Issue for Construction

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/).

2024 International Building Code (IBC) (Only when specifically referenced in VA Design Documents, see notes below)

2024 NFPA 101 Life Safety Code

2022 NFPA 241 Standard for Safeguarding Construction, Alteration, and Demolition Operations

2022 NFPA National Fire Codes with the exception of NFPA 5000 and NFPA 900

Occupational, Safety and Health Administration (OSHA) Standards

ASCE/SEI 7-22 Minimum Design Loads and Associated Criteria for Buildings and Other Structures

2023 VA Seismic Design Requirements, H-18-8

2023 National Electrical Code (NEC) (NFPA 70)

2021 International Plumbing Code (IPC)

2022 Safety Code for Elevators and Escalators, American Society of Mechanical Engineers (ASME) A 17.1.

2023 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- 2022.

Safety Standard for Refrigeration Systems – ASHRAE Standard 15 – 2022.

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 "SHEET INDEX".

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

DRAWINGS OF ONE DISCIPLINE, REFER TO THE DRAWINGS OF THAT DISCIPLINE – REFER

TO THE "SHEET INDEX".

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 NOR

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 & COORDINATE 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 "SHEET

INDEX". PARTIAL SETS OF DRAWINGS ARE INCOMPLETE.

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 THE 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 CONTRACTING OFFICER FOR

CLARIFICATION.

7. 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.

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

A. 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.

B. THE CONTRACTOR MAY UTILIZE ANY OTHER SPECIFIED PRODUCT OR ASSEMBLY IN

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

CONTRACTING OFFICER. 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 IN THE CONTRACT DOCUMENTS.

C. THE DIMENSIONS, MOUNTING HEIGHTS, CLEARANCES, AND ACCESS REQUIREMENTS

VARY FROM THAT SHOWN BY THE DRAWINGS. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE COORDINATION OF THE WORK OF THE TRADES,

SUBCONTRACTORS, AND MATERIAL SUPPLIERS

9. 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.

10. 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 WITH THEIR SUPPORTS.

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” SCALE. DRAWINGS MAY BE COMPOSITE (WITH DISTINCTIVE

COLORS FOR THE VARIOUS TRADES) OR MAY BE SEPARATE BUT FULLY COORDINATED

DRAWINGS OF THE SAME SCALE. SEPARATE DRAWINGS SHALL BE ALIGNED TO 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 IN ELECTRONIC FORMAT SHALL BE RECEIVED BY

THE GOVERNMENT NOT LESS THAN 20 FEDERAL WORKING 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, THE GENERAL CONTRACTOR 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. INSTALLATION OF

UTILITIES WORK WILL NOT PROCEED IN ANY AREA PRIOR TO THE SUBMISSION AND

COMPLETION OF THE GOVERNMENT REVIEW OF THE COORDINATION 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 GENERAL 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.

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.

GENERAL NOTES CONTINUED:

12. 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.

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

REQUIREMENTS OR MANUFACTURER REQUIREMENTS WITHOUT THE PRIOR APPROVAL OF

THE GOVERNMENT 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.

AB

A

ANCHOR BOLT

ACT ACOUSTICAL CEILING TILE

ACP

AD

ACOUSTICAL CEILING PANEL

AREA DRAIN

ADDL ADDITIONAL

ADH

ADDITIONAL

ADHESIVE

ADJ

AFF

ADJACENT

AFG

ABOVE FINISH FLOOR

AFS

ABOVE FINISH GRADE

AGGR

ABOVE FINISH SLAB

ALUM

AGGREGATE

ALT

ALUMINUM

ANOD

ALTERNATE

APPROX

ANODIZED

ARCH

APPROXIMATE(LY)

ACS PNL ACCESS PANEL

ARCHITECT(URAL)

ASPH ASPHALT

AVG AVERAGE

BB

B

BULLETIN BOARD

BD BOARD

BTWN

BLDG

BETWEEN

BUILDING

BM

BOT

BENCHMARK

BOTTOM

BITUM BITUMINOUS

BOS BOTTOM OF STEEL

BRG BEARING

BSMT BASEMENT

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

EXT EXTERIOR

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

GL GLASS

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

M

METERS

(N)

N

NEW

P

QT

Q

QUARRY TILE

R

R

RISER

S SOUTH

T

T

TREAD

W

W

WEST

XFMR

X

TRANSFORMER

YD

Y

YARD

HB 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

INTR INTERIOR

INV INVERT

IVT INTRAVENOUS TRACK

JST JOIST

JT JOINT

KIT KITCHEN

KPL KICK PLATE

KS KNEE SPACE

LAB LABORATORY

LAM LAMINATE, LAMINATION

LAV LAVATORY

LB POUND

LED LIGHT EMITTING DIODE

LF LINEAR FOOT

LG LENGTH

LIN LINEAR

LL LEAD LINED

LPT LOW POINT

LT LIGHT

LT WT LIGHT WEIGHT

LTG LIGHTING

LVR LOUVER

HW HOT WATER

S

MACH MACHINE

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MB MACHINE BOLT

MC MEDICINE CABINET

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MLDG MOLDING

MM MILLIMETERS

MO MASONRY OPENING

MOD MODULE, MODULAR

MTD MOUNTED

MTG MOUNTING

MVBL MOVABLE

MULL MULLION

NA NOT APPLICABLE

NAT NATURAL

NE NORTHEAST

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOICE REDUCTION COEFFICIENT

NTS NOT TO SCALE

NW NORTHWEST

PLAS PLASTER

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PNEU PNEUMATIC

PNL PANEL

PNL BD PANEL BOARD

PNT PAINT

PORT PORTABLE

PP PUSH PLATE

PPM PARTS PER MILLION

PR PAIR

PRCST PRECAST

PREP PREPARATION

PREFAB PREFABRICATION

PRKG PARKING

PROJ PROJECT

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT

PTN PARTITION

PTS PNEUMATIC TUBE STATION

PVC POLYVINYL CHLORIDE

PVG PAVING

PVMT PAVEMENT

PWR POWER

QTR QUARTER

QTY QUANTITY

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

SAF

SB SPLASH BLOCK

SC SOLID CORE

SCHED SCHEDULE

SCRN SCREEN

SD STORM DRAIN

SE SOUTHEAST

SECT SECTION

SEG SEGMENT

SEP SEPARATION OR SEPARATE

SEP JT SEPARATION JOINT

SHT SHEET, SHEETING

SHWR SHOWER

SHV SHELVES, SHELVING

SIM SIMILAR

SK SINK

SMS SHEET METAL SCREW

SP SPACE, SPACED, SPACING

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SQ SQUARE

SS SANITARY SEWER

SSK SERVICE SINK

SST STAINLESS STEEL

ST STREET

STA STATION

STAG STAGGERED

STC SOUND TRANSMISSION COEFFICIENT

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

STS SELF-TAPPING STEEL

SUSP SUSPENDED

SUSP CLG SUSPENDED CEILING

SVCE SERVICE

SW SOUTHWEST

SYMM SYMMETRICAL

SYST SYSTEM

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TC TOP OF CONCRETE, TOP OF CURB

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

THERM THERMAL

THK THICK, THICKNESS

THRES THRESHOLD

THRU THROUGH

TMPD GL TEMPERED GLASS

TO TOP OF

TOR TOP OF RAILING

TOS TOP OF STEEL

TOT TOTAL

TOW TOP OF WALL

TP TOP OF PAVEMENT

TTB TELEPHONE TERMINAL BOARD

TV TELEVISION

UC

U

UNDER COUNTER

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTABLE POWER SUPPLY

UTIL UTILITY

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 WELDED WIRE MESH

CCR CARD CONTROL READER

BUR BUILT UP ROOFING SYSTEM

CT CERAMIC TILE

F

F/F FACE TO FACE

FA FIRE ALARM

FAS FIRE ALARM STATION

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

FSB FOLDING SHOWER BENCH

FSTNR FASTENER

FT FOOT, FEET

OC

O

ON CENTER

PA PUBLIC ADDRESS

OA OVERALL

OD OUTSIDE DIAMETER

OFCI

OFOI

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

OVHD OVERHEAD

OZ OUNCE

PART PARTIAL

PBD PARTICLEBOARD

PBX

PCF POUNDS PER CUBIC FOOT

PCI POUNDS PER CUBIC INCH

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PI POINT OF INTERSECTION

PL PLATE

PLAM PLASTIC LAMINIATE

P

PRIVATE TELEPHONE EXCHANGE

OWNER FURNISHED-CONTRACTOR INSTALLED

OWNER FURNISHED-OWNER INSTALLED

VAC

V

VACUUM

VB VALVE BOX

VCT VINYL COMPOSITION TYLE

VERT VERTICAL

VEST VESTIBULE

VIT VITREOUS

VP VENT PIPE

VOL VOLUME

VWC VINYL WALL COVERING

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

OH OPPOSITE HAND

HSS HOLLOW STRUCTURAL STEEL

SA SUPPLY AIR

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#

REFER TO PARTITION DETAIL FOR LEGEND AND

FURTHER INFORMATION.

#X#

PARTITION TYPE

STUD WIDTH

FIRE RATING

#-##-## CASEWORK TAG

PARTITION TYPE DESIGNATION = 'X'

NON-RATED PARTITION = N

ACOUSTICAL RATED PARTITION = A

SHAFT PARTITION = S

FURRED PARTITION = F

SEE PARTITION DETAIL FOR MORE INFORMATION.

#X#

PARTITION

TYPE

STUD WIDTH

FIRE RATING

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

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

Planning - Architecture - Interiors

Project Number

U.S. Department of Veterans Affairs

Replace Roofing - Buildings 1, 2, 3, and 31

AA

GI-001

SHEET INDEX, APPLICABLE

STANDARDS & GENERAL NOTES

668-24-103

SO

Mann-Grandstaff VA Medical Center 4815 North Assembly St, Spokane, Washington 99205

07.17.2026

100% CONSTRUCTION

DOCUMENTS

24028

APPLICABLE STANDARDS

GENERAL

GI-000 COVER SHEET

GI-001 SHEET INDEX, APPLICABLE STANDARDS & GENERAL NOTES

GI-002 PHASING PLAN

PROJECT ADDRESS: 4815 North Assembly St.

Spokane, WA 99205

CONSTRUCTION TYPE: BLDG 1 I (FULLY SPRINKLERED)

BLDG 2 I

BLDG 3 I & II

BLDG 31 II

STORIES: BLDG 1 8 STORIES + BASEMENT AND PENTHOUSE

BLDG 2 1 STORY w/ MEZZANINE

BLDG 3 1 STORY

BLDG 31 1 STORY

BLDG. OCCUPANCY : BLDG 1 HEALTHCARE

BLDG 2 UTILITY

BLDG 3 UTILITY & STORAGE

BLDG 31 HEALTHCARE

AREA OF WORK: BLDG 1 5,128 sf BLDG 2 12,291 sf BLDG 3 8,424 sf BLDG 31 9,314 sf TOTAL 35,157 sf

PROJECT GENERAL NOTES

SHEET INDEX

PROJECT DATA

DETAILS

AE-900 ROOF DETAILS

AE-901 ROOF DETAILS

Rev. Date Description

BLDG 1

GI-102 BLDG 1 2ND FLOOR EXISTING ROOF PLAN

GI-103 BLDG 1 3RD FLOOR EXISTING ROOF PLAN

GI-104 BLDG 1 EXISTING ROOF PHOTOS

GI-105 BLDG 1 EXISTING ROOF PHOTOS

AD-102 BLDG 1 2ND FLOOR ROOF DEMOLITION PLAN

AD-103 BLDG 1 3RD FLOOR ROOF DEMOLITION PLAN

AE-102 BLDG 1 2ND FLOOR ROOF RENOVATION PLAN

AE-103 BLDG 1 3RD FLOOR ROOF RENOVATION PLAN

BLDG 2

GI-200 BLDG 2 EXISTING ROOF PLAN

GI-201 BLDG 2 EXISTING ROOF PHOTOS

GI-202 BLDG 2 EXISTING ROOF PHOTOS

AD-200 BLDG 2 ROOF DEMOLITION PLAN

AE-200 BLDG 2 ROOF RENOVATION PLAN

BLDG 3

GI-300 BLDG 3 EXISTING ROOF PLAN

GI-301 BLDG 3 EXISTING ROOF PHOTOS

AD-300 BLDG 3 ROOF DEMOLITION PLAN

AE-300 BLDG 3 ROOF RENOVATION PLAN

BLDG 31

GI-310 BLDG 31 EXISTING ROOF PLAN

GI-311 BLDG 31 EXISTING ROOF PHOTOS

AD-310 BLDG 31 ROOF DEMOLITION PLAN

AE-310 BLDG 31 ROOF RENOVATION PLAN

07/14/2026

20122443

REGISTERED

ARCHITECT

STEVEN A. MCCASLIN

W

E

6AA

12 1

6A

A S S E M B L Y S T R E E T

M E

M O

R I A

L C

I R C

L E

W E

L L

E S

L E

Y A

V E

I N D E P E N D E N C E D R I V E

I N D

E P

E N

D E

N C

E D

R I V

E

R E

S E

R V

E R

O A

D

F R E E D O M W A Y

DAV

DAV

D A

V

D A

V

VTS

R E

S

R E

S

GI-103

PHASE 2

PHASE 11

PHASE 3

PHASE 4

PHASING LEGEND:

PHASE 1

BUILDING 2: UTILITY

WORK ALLOWED ANYTIME

PHASE 2

BUILDING 3: UTILITY AND STORAGE

WORK ALLOWED ANYTIME

PHASE 3

BUILDING 1: PATIENT CARE

WORK ALLOWED 07:00-21:00, EVERY DAY

PHASE 4

BUILDING 31: PATIENT CARE

WORK ALLOWED M-F 18:30-06:30, S-S ANYTIME

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

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

Planning - Architecture - Interiors

Project Number

U.S. Department of Veterans Affairs

Replace Roofing - Buildings 1, 2, 3, and 31

AA/ LR

GI-002

PHASING PLAN

668-24-103

SO

Mann-Grandstaff VA Medical Center 4815 North Assembly St, Spokane, Washington 99205

07.17.2026

100% CONSTRUCTION

DOCUMENTS

24028

1" = 40'-0"

Phasing Plan

Rev. Date Description

07/14/2026

20122443

REGISTERED

ARCHITECT

STEVEN A. MCCASLIN

.P

E .P

F .E

F .E

F.E.

F A C P

UP

DNUP

D N

R D

R D

R D

R D

GI-104

GI-104

GI-104

GI-1046

GI-104

GI-10414

GI-104

GI-1052

GI-105 5

GI-105

GI-105

ROOF A298

ROOF B299

GI-104

GI-104

Echo A240A

Waiting A240

Stair 1 S2-B1

Mech Room B252

LAYDOWN AREA

BELOW

2884 SF

1461 SF

Staff B262C

Oncology B262

Office B262G

Exam B262H

Waiting B262A

Patient Toilet B262J

Office B259

Staff Toilet B260

Storage B258

C&P Reception

B256

C&P Exam B257

C&P Exam B255

Corridor C2-B2

Office B254

C&P Exam B253

Office B251

Conference B250

Lab Quality Assurance/

Storage B247

I.V. Therapy B248

Office B246

Corridor C2-B1

Mech B289

Vascular Lab A238

Echo A240B

Reception A242

Elec A244

Storage

A240CA

Storage A240C

Corridor C2-A1

ROOF ACCESS

FROM EXTERIOR

ROOF ACCESS

FROM EXTERIOR

(E) SLOPE

(E) SLOPE

(E

S L O

P E

(E) SLOPE(E) SLOPE

(E

S L O

P E

(E

S L O

P E

A298

B299

BUILDING 1 EXISTING ROOF:

ROOF A298

WHITE MEMBRANE ROOFING (TPO) OVER INSULATION BOARD, OVER

BUILT-UP ROOFING, OVER CONCRETE DECKING.

APPROX. AREA = 1461 SF

ROOF B299

WHITE MEMBRANE ROOFING (TPO) OVER INSULATION BOARD, OVER

BUILT-UP ROOFING, OVER CONCRETE DECKING.

APPROX. AREA = 2884 SF

ROOF LEGEND

PIPE VENT

SCUPPER

ROOF DRAIN

CAPPED VENTS

ROOF ACCESS HATCH

EXHAUST FANS

RD

PIPE VENT WITH BOOT

1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND ROOF SLOPES

PRIOR TO DEMOLITION.

2. ALL ITEMS TO REMAIN (EQUIPMENT, UTILITIES, VENTS, ACCESSORIES,

ETC), PROTECT IN PLACE DURING CONSTRUCTION.

3. ALL ITEMS TO BE REMOVED & RE-INSTALLED, STORE & PROTECT

DURING CONSTRUCTION.

4. SEAL ALL PENETRATIONS THROUGH ROOF SUBSTRATE AND AT CURBS

PER SPEC SECTIONS 07 92 00 & 07 01 50.19.

5. DESIGN ROOF WITH A POSITIVE SLOPE MINIMUM 1/4" PER FT TO A

MAXIMUM OF 1" PER FT.

GENERAL NOTE:

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

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

Planning - Architecture - Interiors

Project Number

U.S. Department of Veterans Affairs

Replace Roofing - Buildings 1, 2, 3, and 31

AA/ LR

GI-102

BLDG 1 2ND FLOOR EXISTING ROOF

PLAN

668-24-103

SO

Mann-Grandstaff VA Medical Center 4815 North Assembly St, Spokane, Washington 99205

07.17.2026

100% CONSTRUCTION

DOCUMENTS

24028

ROOF KEY PLAN

3/16" = 1'-0"

Bldg 1 Existing Roof Plan at 2nd Floor (Reference)

Rev. Date Description

07/14/2026

20122443

REGISTERED

ARCHITECT

STEVEN A. MCCASLIN

R D R

D

R D

R .D

F .E .C

UP

GI-105

GI-105 11

GI-105

13ROOF B398

ROOF B397

GI-105

196 SF

205 SF

Office/ Storage B358A

Counseling B358B

Day Room B358

Corridor C3-B2

Office B356

Office B354

Office/ Exam B353

Office B355

Stair B358C

Acc/ 2-Bed B352

ROOF B399

382 SF

ROOF ACCESS

FROM EXTERIOR

(E) SLOPE

(E) SLOPE (E) SLOPE

(E) SLOPE (E) SLOPE

ROOF ACCESS

FROM EXTERIOR

ROOF LEGEND

PIPE VENT

SCUPPER

ROOF DRAIN

CAPPED VENTS

ROOF ACCESS HATCH

EXHAUST FANS

RD

PIPE VENT WITH BOOT

1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND ROOF SLOPES

PRIOR TO DEMOLITION.

2. ALL ITEMS TO REMAIN (EQUIPMENT, UTILITIES, VENTS, ACCESSORIES,

ETC), PROTECT IN PLACE DURING CONSTRUCTION.

3. ALL ITEMS TO BE REMOVED & RE-INSTALLED, STORE & PROTECT

DURING CONSTRUCTION.

4. SEAL ALL PENETRATIONS THROUGH ROOF SUBSTRATE AND AT CURBS

PER SPEC SECTIONS 07 92 00 & 07 01 50.19.

5. DESIGN ROOF WITH A POSITIVE SLOPE MINIMUM 1/4" PER FT TO A

MAXIMUM OF 1" PER FT.

GENERAL NOTE:

B398

B399 B397

BUILDING 1 EXISTING ROOF:

ROOF B397

WHITE MEMBRANE ROOFING (TPO) OVER GYPSUM BOARD, OVER

INSULATION BOARD, OVER BUILT-UP ROOFING WITH GRAVEL BALLAST,

OVER CONCRETE DECKING..

APPROX. AREA = 205 SF

ROOF B398

WHITE MEMBRANE ROOFING (TPO) OVER GYPSUM BOARD, OVER

INSULATION BOARD, OVER BUILT-UP ROOFING WITH GRAVEL BALLAST,

OVER CONCRETE DECKING.

APPROX. AREA = 196 SF

ROOF B399

BLACK MEMBRANE ROOFING (EPDM) OVER FOAM INSULATION, OVER

BUILT-UP ROOFING WITH GRAVEL BALLAST, OVER CONCRETE DECKING.

APPROX. AREA = 382 SF

3/16" = 1'-0"

Bldg 1 Existing Roof Plan at 3rd Floor

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

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

Planning - Architecture - Interiors

Project Number

U.S. Department of Veterans Affairs

Replace Roofing - Buildings 1, 2, 3, and 31

LR

GI-103

BLDG 1 3RD FLOOR EXISTING ROOF

PLAN

668-24-103

SO

Mann-Grandstaff VA Medical Center 4815 North Assembly St, Spokane, Washington 99205

07.17.2026

100% CONSTRUCTION

DOCUMENTS

24028

Rev. Date Description

ROOF KEY PLAN

07/14/2026

20122443

REGISTERED

ARCHITECT

STEVEN A. MCCASLIN

GI-104

GI-104

GI-104

GI-104

GI-104

GI-104

GI-104

GI-104

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

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

Planning - Architecture - Interiors

Project Number

U.S. Department of Veterans Affairs

Replace Roofing - Buildings 1, 2, 3, and 31

AA

GI-104

BLDG 1 EXISTING ROOF PHOTOS

668-24-103

SO

Mann-Grandstaff VA Medical Center 4815 North Assembly St, Spokane, Washington 99205

07.17.2026

100% CONSTRUCTION

DOCUMENTS

24028

1/4" = 1'-0"

Roof B299 - Looking North

1/4" = 1'-0"

Roof B299 - Looking South

1/4" = 1'-0"

Roof B299 - Doors 1/4" = 1'-0"

Roof B299 - Access Door Threshold

1/4" = 1'-0"

Roof B299 - Mechanical Room Door Threshold 1/4" = 1'-0"

Roof B299 - Drain to Scupper

1/4" = 1'-0"

Roof B299 - Equipment Support 1/4" = 1'-0"

Roof B299 - Equipment Support Base

1/4" = 1'-0"

Roof B299 - Heat Pump Curb 1/4" = 1'-0"

Roof B299 - Heat Pump Lines

1/4" = 1'-0"

Roof B299 - Exhaust Vent 1/4" = 1'-0"

Roof B299 - Center Looking South

1/4" = 1'-0"

Roof B299 - Flashing 1/4" = 1'-0"

Roof B299 - South

1/4" = 1'-0"

Roof B299 - Vent Curb

1/4" = 1'-0"

Roof B299 - Mechanical Equipment 1/4" = 1'-0"

Roof B299 - Looking West

1/4" = 1'-0"

Roof B299 - Flashing Termination 1/4" = 1'-0"

Roof B299 - Termination Bar

Rev. Date Description

07/14/2026

20122443

REGISTERED

ARCHITECT

STEVEN A. MCCASLIN

GI-105

4GI-105

GI-105

GI-105

SUSPENDED PIPE

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

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

Planning - Architecture - Interiors

Project Number

U.S. Department of Veterans Affairs

Replace Roofing - Buildings 1, 2, 3, and 31

AA

GI-105

BLDG 1 EXISTING ROOF PHOTOS

668-24-103

SO

Mann-Grandstaff VA Medical Center 4815 North Assembly St, Spokane, Washington 99205

07.17.2026

100% CONSTRUCTION

DOCUMENTS

24028

1/4" = 1'-0"

Roof A298 - Looking East 1/4" = 1'-0"

Roof A298 - Expansion Joint

1/4" = 1'-0"

Roof A298 - Expansion Joint to Curb 1/4" = 1'-0"

Roof A298 - Expansion Joint at Wall

1/4" = 1'-0"

Roof A298 - Drain and Scupper

1/4" = 1'-0"

Roof A298 - Corner 1/4" = 1'-0"

Roof A298 - Wall Corner

1/4" = 1'-0"

Roof B399 - Overall 1/4" = 1'-0"

Roof B399 - Metal Coping

1/4" = 1'-0"

Roof B399 - Roof Drain

1/4" = 1'-0"

Roof B397 - Overall 1/4" = 1'-0"

Roof B397 - Drain

1/4" = 1'-0"

Roof B398 - Roof Drain

Rev. Date Description

07/14/2026

20122443

REGISTERED

ARCHITECT

STEVEN A. MCCASLIN

E .P

F .E

F .E

F.E.

A-

FP

C

F A C P

UP

DNUP

D N

R D

R D

R D

R D

ROOF A298

ROOF B299

TYP.

(E) SLOPE

(E

S L O

P E

(E) SLOPE(E) SLOPE

Echo B408

Waiting A240

Stair 1 S2-B1

Mech Room B252

Staff B262C

Oncology B262

Office B262G

Exam B262H

Waiting B262A

Patient Toilet B262J

Office B259

Staff Toilet B260

Storage B258

C&P Reception

B256

C&P Exam B257

C&P Exam B255

Corridor C2-B2

Office B254

C&P Exam B253

Office B251

Conference B250

Lab Quality Assurance/

Storage B247

I.V. Therapy B248

Office B246

Corridor C2-B1

Mech B289

Vascular Lab A238

Echo B409

Reception A242

Elec A244

Storage

A240CA

Storage B410

Corridor C2-A1

134 104

(E

S L O

P E

(E

S L O

P E

(E) SLOPE

(E

S L O

P E

ROOF LEGEND

PIPE VENT

SCUPPER

ROOF DRAIN

CAPPED VENTS

ROOF ACCESS HATCH

EXHAUST FANS

RD

PIPE VENT WITH BOOT

1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND ROOF SLOPES

PRIOR TO DEMOLITION.

2. ALL ITEMS TO REMAIN (EQUIPMENT, UTILITIES, VENTS, ACCESSORIES,

ETC), PROTECT IN PLACE DURING CONSTRUCTION.

3. ALL ITEMS TO BE REMOVED & RE-INSTALLED, STORE & PROTECT

DURING CONSTRUCTION.

4. SEAL ALL PENETRATIONS THROUGH ROOF SUBSTRATE AND AT CURBS

PER SPEC SECTIONS 07 92 00 & 07 01 50.19.

5. DESIGN ROOF WITH A POSITIVE SLOPE MINIMUM 1/4" PER FT TO A

MAXIMUM OF 1" PER FT.

GENERAL NOTE:

A298

B299

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

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

Planning - Architecture - Interiors

Project Number

U.S. Department of Veterans Affairs

Replace Roofing - Buildings 1, 2, 3, and 31

AA/ LR

AD-102

BLDG 1 2ND FLOOR ROOF

DEMOLITION PLAN

668-24-103

SO

Mann-Grandstaff VA Medical Center 4815 North Assembly St, Spokane, Washington 99205

07.17.2026

100% CONSTRUCTION

DOCUMENTS

24028

Key Notes

101 GENERAL NOTE: REMOVE & ABATE (E)

ASBESTOS-CONTAINING ROOFING MATERIALS. PREP

SUBTRATE AS NEEDED TO RECEIVE NEW ROOFING. REFER

TO ASBESTOS INVESTIGATION REPORT AND SPEC SECTION

02 82 13.

102 REMOVE (E) TPO ROOFING, ASSOCIATED RIGID INSULATION,

FLASHING & TERMINATION BARS, AS APPLICABLE, DOWN TO

THE CONCRETE ROOF DECK. PREP AND REPAIR SUBSTRATE

TO RECEIVE NEW ROOFING ASSEMBLY. SEAL ALL

PENETRATIONS THROUGH ROOF. PROTECT (E) EQUIPMENT

AND UTILITIES IN PLACE.

104 (E) METAL GUARDRAIL TO REMAIN. PROTECT IN PLACE.

REMOVE RUST & CORROSION AS NEEDED FOR INSTALLATION

NEW COPING AROUND THE BASE PLATES.

107 REMOVE (E) EXPANSION JOINT COVER, ROOF COATING &

ASSOCIATED FLASHING. PREP AREA FOR INSTALLATION OF

NEW EXPANSION JOINT COVER.

108 (E) ROOF DRAIN ASSEMBLY TO REMAIN. PROTECT IN PLACE.

CLEAN FREE OF DEBRIS AS NECESSARY. CHECK ALL DRAIN

TRANSITIONS FOR ALL ROOFS FOR ANY SIGNS OF LEAKS;

REPAIR AS NECESSARY. REMOVE DRAIN COVER FOR

REPLACEMENT.

109 (E) SIDEWALL OVERFLOW DRAIN & SCUPPER TO REMAIN;

PROTECT IN PLACE. CLEAN FREE OF DEBIRS AS NECESSARY.

CHECK ALL DRAIN TRANSITIONS FOR ALL ROOFS FOR ANY

SIGNS OF LEAKS; REPAIR AS NECESSARY.

110 REMOVE & REINSTALL (E) METAL STEPS AS NECESSARY FOR

INSTALLATION OF NEW ROOFING. STORE DURING

CONSTRUCTION.

111 REMOVE & REINSTALL (E) METAL LADDER AS NECESSARY

FOR INSTALLATION OF NEW ROOFING ASSEMBLY. STORE

DURING CONSTRUCTION.

113 (E) MECHANICAL UNITS, EXHAUST & INTAKE VENTS, AND

CURBS TO REMAIN. PROTECT IN PLACE. PROVIDE

TEMPORARY FILTERS AT INTAKE, CAPABLE OF REMOVING

CHEMICAL FUMES & PREVENT COLLECTION OF DEBRIS

DURING CONSTRUCTION. REPLACE w/ NEW PERMANENT

FILTER AT THE COMPLETION OF PROJECT.

115 GENERAL NOTE: PROTECT IN PLACE (E) CABLES & CONDUITS

NOT AFFECTED DURING CONSTRUCTION.

116 REMOVE (E) THRESHOLD AT ROOF ACCESS DOOR, AS

NECESSARY FOR INSTALLATION OF NEW ROOFING

ASSEMBLY.

117 (E) WEEP SCREED @ STUCCO WALL TO REMAIN.

118 (E) VENTS & OTHER ROOF PENETRATIONS TO REMAIN.

PROTECT IN PLACE DURING CONSTRUCTION. SEAL ALL

PENETRATIONS THROUGH ROOF PER SPEC SECTION 07 92

00.

123 REMOVE (E) METAL COPING & FLASHING, PREP AREA TO

RECEIVE NEW METAL COPING ASSEMBLY.

132 (E) METAL EQUIPMENT SUPPORT TO REMAIN; PROTECT IN

PLACE.

133 REPLACE (E) DRAIN TROUGH.

134 REMOVE (E) TERMINATION BAR, PREP AREA TO RECEIVE NEW

ROOFING ASSEMBLY.

137 REMOVE & REINSTALL (E) CONDUIT AS NECESSARY FOR

INSTALLATION OF NEW EXPANSION JOINT OVER. STORE

DURING CONSTRUCTION.

3/16" = 1'-0"

Bldg 1 Demolition Roof Plan at 2nd Floor

Rev. Date Description

ROOF KEY PLAN

07/14/2026

20122443

REGISTERED

ARCHITECT

STEVEN A. MCCASLIN

F .E .C

UP

R D R

D

R D

ROOF LEGEND

PIPE VENT

SCUPPER

ROOF DRAIN

CAPPED VENTS

ROOF ACCESS HATCH

EXHAUST FANS

RD

PIPE VENT WITH BOOT

1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND ROOF SLOPES

PRIOR TO DEMOLITION.

2. ALL ITEMS TO REMAIN (EQUIPMENT, UTILITIES, VENTS, ACCESSORIES,

ETC), PROTECT IN PLACE DURING CONSTRUCTION.

3. ALL ITEMS TO BE REMOVED & RE-INSTALLED, STORE & PROTECT

DURING CONSTRUCTION.

4. SEAL ALL PENETRATIONS THROUGH ROOF SUBSTRATE AND AT CURBS

PER SPEC SECTIONS 07 92 00 & 07 01 50.19.

5. DESIGN ROOF WITH A POSITIVE SLOPE MINIMUM 1/4" PER FT TO A

MAXIMUM OF 1" PER FT.

GENERAL NOTE:

ROOF B399

ROOF B398

ROOF B397

109 108

(E) SLOPE (E) SLOPE

(E) SLOPE (E) SLOPE

(E) SLOPE

Office/ Storage B358A

Counseling B358B

Day Room B358

Corridor C3-B2

Office B356

Office B354

Office/ Exam B353

Office B355

Stair B358C

Acc/ 2-Bed B352

B398

B399 B397

3/16" = 1'-0"

Bldg 1 Demolition Roof Plan at 3rd Floor

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

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

Planning - Architecture - Interiors

Project Number

U.S. Department of Veterans Affairs

Replace Roofing - Buildings 1, 2, 3, and 31

AA/ LR

AD-103

BLDG 1 3RD FLOOR ROOF

DEMOLITION PLAN

668-24-103

SO

Mann-Grandstaff VA Medical Center 4815 North Assembly St, Spokane, Washington 99205

07.17.2026

100% CONSTRUCTION

DOCUMENTS

24028

Rev. Date Description

ROOF KEY PLAN

Key Notes

101 GENERAL NOTE: REMOVE & ABATE (E)

ASBESTOS-CONTAINING ROOFING MATERIALS. PREP

SUBTRATE AS NEEDED TO RECEIVE NEW ROOFING. REFER

TO ASBESTOS INVESTIGATION REPORT AND SPEC SECTION

02 82 13.

102 REMOVE (E) TPO ROOFING, ASSOCIATED RIGID

INSULATION, FLASHING & TERMINATION BARS, AS

APPLICABLE, DOWN TO THE CONCRETE ROOF DECK. PREP

AND REPAIR SUBSTRATE TO RECEIVE NEW ROOFING

ASSEMBLY. SEAL ALL PENETRATIONS THROUGH ROOF.

PROTECT (E) EQUIPMENT AND UTILITIES IN PLACE.

103 REMOVE (E) EPDM ROOFING, ASSOCIATED RIGID

INSULATION, FLASHING & TERMINATION BARS, AS

APPLICABLE, DOWN TO THE CONCRETE ROOF DECK. PREP

AND REPAIR SUBSTRATE TO RECEIVE NEW ROOFING

ASSEMBLY. SEAL ALL PENETRATIONS THROUGH ROOF.

PROTECT (E) EQUIPMENT AND UTILITIES IN PLACE.

105 REMOVE (E) METAL COPING, PREP AREA TO RECEIVE NEW

METAL COPING ASSEMBLY.

108 (E) ROOF DRAIN ASSEMBLY TO REMAIN. PROTECT IN

PLACE. CLEAN FREE OF DEBRIS AS NECESSARY. CHECK

ALL DRAIN TRANSITIONS FOR ALL ROOFS FOR ANY SIGNS

OF LEAKS; REPAIR AS NECESSARY. REMOVE DRAIN COVER

FOR REPLACEMENT.

109 (E) SIDEWALL OVERFLOW DRAIN & SCUPPER TO REMAIN;

PROTECT IN PLACE. CLEAN FREE OF DEBIRS AS

NECESSARY. CHECK ALL DRAIN TRANSITIONS FOR ALL

ROOFS FOR ANY SIGNS OF LEAKS; REPAIR AS NECESSARY.

115 GENERAL NOTE: PROTECT IN PLACE (E) CABLES &

CONDUITS NOT AFFECTED DURING CONSTRUCTION.

118 (E) VENTS & OTHER ROOF PENETRATIONS TO REMAIN.

PROTECT IN PLACE DURING CONSTRUCTION. SEAL ALL

PENETRATIONS THROUGH ROOF PER SPEC SECTION 07 92

00.

123 REMOVE (E) METAL COPING & FLASHING, PREP AREA TO

RECEIVE NEW METAL COPING ASSEMBLY.

134 REMOVE (E) TERMINATION BAR, PREP AREA TO RECEIVE

NEW ROOFING ASSEMBLY.

07/14/2026

20122443

REGISTERED

ARCHITECT

STEVEN A. MCCASLIN

E .P

F .E

F .E

F.E.

A-

FP

C

F A C P

UP

DNUP

D N

R D

R D

R D

R D

A298

B299

1/4" PER FT MIN

/4

P

E R

F T

M

IN

/4

P

T M

IN

1/4" PER FT MIN

Echo B408

Waiting A240

Stair 1 S2-B1

Mech Room B252

Staff B262C

Oncology B262

Office B262G

Exam B262H

Waiting B262A

Patient Toilet B262J

Office B259

Staff Toilet B260

Storage B258

C&P Reception

B256

C&P Exam B257

C&P Exam B255

Corridor C2-B2

Office B254

C&P Exam B253

Office B251

Conference B250

Lab Quality Assurance/

Storage B247

I.V. Therapy B248

Office B246

Corridor C2-B1

Mech B289

Echo B409

Reception A242

Elec A244

Storage

A240CA

Storage B410

ROOF A298

ROOF B299

AE-900

AE-900

AE-900

AE-900

TYP.

AE-901

AE-900

AE-900

AE-901

TYP.

AE-900

AE-901

AE-901

1/4" PER FT MIN

/4

P

E R

F T

M

IN

1/4" PER FT MIN

/4

P

M

IN

TYP.

ROOF LEGEND

PIPE VENT

SCUPPER

ROOF DRAIN

CAPPED VENTS

ROOF ACCESS HATCH

EXHAUST FANS

RD

PIPE VENT WITH BOOT

1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND ROOF SLOPES

PRIOR TO DEMOLITION.

2. ALL ITEMS TO REMAIN (EQUIPMENT, UTILITIES, VENTS, ACCESSORIES,

ETC), PROTECT IN PLACE DURING CONSTRUCTION.

3. ALL ITEMS TO BE REMOVED & RE-INSTALLED, STORE & PROTECT

DURING CONSTRUCTION.

4. SEAL ALL PENETRATIONS THROUGH ROOF SUBSTRATE AND AT CURBS

PER SPEC SECTIONS 07 92 00 & 07 01 50.19.

5. DESIGN ROOF WITH A POSITIVE SLOPE MINIMUM 1/4" PER FT TO A

MAXIMUM OF 1" PER FT.

GENERAL NOTE:

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

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

Planning - Architecture - Interiors

Project Number

U.S. Department of Veterans Affairs

Replace Roofing - Buildings 1, 2, 3, and 31

AA/ LR

AE-102

BLDG 1 2ND FLOOR ROOF

RENOVATION PLAN

668-24-103

SO

Mann-Grandstaff VA Medical Center 4815 North Assembly St, Spokane, Washington 99205

07.17.2026

100% CONSTRUCTION

DOCUMENTS

24028

3/16" = 1'-0"

Bldg 1 Renovation Roof Plan at 2nd Floor

Rev. Date Description

ROOF KEY PLAN

Key Notes 201 INSTALL (N) FULLY-ADHERED TPO ROOFING ASSEMBLY w/

INSULATION (R-30) PER MANUFACTURER'S INSTALLATION

REQUIREMENTS. DESIGN TO MEET ICC-ES-ESR-1463.

205 INSTALL (N) 24ga GALVANIZED METAL COPING AROUND (E)

GUARDRAIL POST BASES ON (E) CURB.

207 INSTALL (N) EXPANSION JOINT COVER.

208 INSTALL (N) ROOF DRAIN COVER.

209 RE-INSTALL CONDUIT AT SAME LOCATION.

210 RE-INSTALL METAL STEPS.

212 INSTALL (N) NON-SLIP WALKWAY PADS.

07/14/2026

20122443

REGISTERED

ARCHITECT

STEVEN A. MCCASLIN

D R

D

R D

R .D

F .E .C

UP

ROOF LEGEND

PIPE VENT

SCUPPER

ROOF DRAIN

CAPPED VENTS

ROOF ACCESS HATCH

EXHAUST FANS

RD

PIPE VENT WITH BOOT

1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND ROOF SLOPES

PRIOR TO DEMOLITION.

2. ALL ITEMS TO REMAIN (EQUIPMENT, UTILITIES, VENTS, ACCESSORIES,

ETC), PROTECT IN PLACE DURING CONSTRUCTION.

3. ALL ITEMS TO BE REMOVED & RE-INSTALLED, STORE & PROTECT

DURING CONSTRUCTION.

4. SEAL ALL PENETRATIONS THROUGH ROOF SUBSTRATE AND AT CURBS

PER SPEC SECTIONS 07 92 00 & 07 01 50.19.

5. DESIGN ROOF WITH A POSITIVE SLOPE MINIMUM 1/4" PER FT TO A

MAXIMUM OF 1" PER FT.

GENERAL NOTE:

ROOF B399

AE-900

1/4" PER FT

MIN

1/4" PER FT MIN

1/4" PER FT MIN 1/4" PER FT MIN

Office/ Storage B358A

Counseling B358B

Day Room B358

Corridor C3-B2

Office B356

Office B354

Office/ Exam B353

Office B355

Stair B358C

Acc/ 2-Bed B352

ROOF B398

ROOF B397

AE-900

AE-900

AE-901

TYP.

TYP.

AE-900

AE-900

TYP.

TYP.

1/4" PER FT MIN

B398

B399 B397

3/16" = 1'-0"

Bldg 1 Renovation Roof Plan at 3rd Floor

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

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

Planning - Architecture - Interiors

Project Number

U.S. Department of Veterans Affairs

Replace Roofing - Buildings 1, 2, 3, and 31

AA/ LR

AE-103

BLDG 1 3RD FLOOR ROOF

RENOVATION PLAN

668-24-103

SO

Mann-Grandstaff VA Medical Center 4815 North Assembly St, Spokane, Washington 99205

07.17.2026

100% CONSTRUCTION

DOCUMENTS

24028

Rev. Date Description

ROOF KEY PLAN

Key Notes 201 INSTALL (N) FULLY-ADHERED TPO ROOFING ASSEMBLY w/

INSULATION (R-30) PER MANUFACTURER'S INSTALLATION

REQUIREMENTS. DESIGN TO MEET ICC-ES-ESR-1463.

204 INSTALL (N) TERMINATION BAR w/ (N) ROOFING ASSEMBLY.

206 INSTALL (N) 24ga GALVANIZED METAL COPING ON (E) CONC.

CURB.

208 INSTALL (N) ROOF DRAIN COVER.

07/14/2026

20122443

REGISTERED

ARCHITECT

STEVEN A. MCCASLIN

RD

RD

RD

RD RD

RD

RD

RD

RD

SLOPE

LOWER ROOF A

LOWER ROOF BLOWER ROOF C

LOWER ROOF D

GI-201

GI-201

GI-201 7

GI-201

GI-20115

GI-201

GI-201

GI-202

GI-2023

GI-2026

GI-202

GI-202

GI-202

GI-202 11

GI-202 12

VENT STACKS

MECHANICAL

EQUIPMENT

BLOCK OUTS

ACCESS HATCH

3/8" CONDUIT

INTAKE AND

EXHAUST VENTS

HEAT VENT HELD BY GUY WIRES

HEAT PUMP

EXHAUST

VENT

METAL SHED

UPPER ROOF

DISCONNECT SWITCH

CONDUIT SUPPORTS

GI-201

GI-201

GI-201

GI-201

GI-201

LADDER

METAL GUARDRAIL

PIPE VENT ON PAD

J-BOX

PIPE VENT, TYP.

SCUPPERCURBS

EXTERIOR

LIGHT FIXTURE

ACCESS HATCH

ROOFING CAP FLASHING

LAYDOWN AREA

BELOW

2616 SF

4785 SF

1803 SF2675 SF

412 SF

(E

S L O

P E

(E

S L O

P E

(E

S L O

P E

(E

S L O

P E

(E

S L O

P E

(E

S L O

P E

(E) SLOPE

(E

S L O

P E

(E

S L O

P E

APPROX. +30"

(E

S L O

P E

(E

S L O

P E

BUILDING 2 EXISTING ROOF:

UPPER ROOF

WHITE MEMBRANE ROOFING (TPO) OVER INSULATION BOARD, OVER

BUILT-UP ROOFING, OVER CONCRETE DECKING.

APPROX. AREA = 2616 SF

LOWER ROOF A

WHITE MEMBRANE ROOFING (TPO) OVER INSULATION BOARD, OVER

BUILT-UP ROOFING, OVER CONCRETE DECKING.

APPROX. AREA = 4785 SF

LOWER ROOF B

WHITE MEMBRANE ROOFING (TPO) OVER INSULATION BOARD, OVER

BUILT-UP ROOFING, OVER CONCRETE FILLED METAL DECKING.

APPROX. AREA = 1803 SF

LOWER ROOF C

WHITE MEMBRANE ROOFING (TPO) OVER INSULATION BOARD, OVER

BUILT-UP ROOFING, OVER CONCRETE FILLED METAL DECKING.

APPROX. AREA = 2675 SF

LOWER ROOF D - WHITE MEMBRANE ROOFING (TPO) OVER

INSULATION BOARD, OVER BUILT-UP ROOFING, OVER CONCRETE

DECKING.

APPROX. AREA = 412 SF

ROOF LEGEND

PIPE VENT

SCUPPER

ROOF DRAIN

CAPPED VENTS

ROOF ACCESS HATCH

EXHAUST FANS

RD

PIPE VENT WITH BOOT

1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND ROOF SLOPES

PRIOR TO DEMOLITION.

2. ALL ITEMS TO REMAIN (EQUIPMENT, UTILITIES, VENTS, ACCESSORIES,

ETC), PROTECT IN PLACE DURING CONSTRUCTION.

3. ALL ITEMS TO BE REMOVED & RE-INSTALLED, STORE & PROTECT

DURING CONSTRUCTION.

4. SEAL ALL PENETRATIONS THROUGH ROOF SUBSTRATE AND AT CURBS

PER SPEC SECTIONS 07 92 00 & 07 01 50.19.

5. DESIGN ROOF WITH A POSITIVE SLOPE MINIMUM 1/4" PER FT TO A

MAXIMUM OF 1" PER FT.

GENERAL NOTE:

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

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

Planning - Architecture - Interiors

Project Number

U.S. Department of Veterans Affairs

Replace Roofing - Buildings 1, 2, 3, and 31

AA/ LR

GI-200

BLDG 2 EXISTING ROOF PLAN

668-24-103

SO

Mann-Grandstaff VA Medical Center 4815 North Assembly St, Spokane, Washington 99205

07.17.2026

100% CONSTRUCTION

DOCUMENTS

24028

3/16" = 1'-0"

Bldg 2 Existing Roof Plan (Reference)

Rev. Date Description

07/14/2026

20122443

REGISTERED

ARCHITECT

STEVEN A. MCCASLIN

GI-201

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

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

Planning - Architecture - Interiors

Project Number

U.S. Department of Veterans Affairs

Replace Roofing - Buildings 1, 2, 3, and 31

AA

GI-201

BLDG 2 EXISTING ROOF PHOTOS

668-24-103

SO

Mann-Grandstaff VA Medical Center 4815 North Assembly St, Spokane, Washington 99205

07.17.2026

100% CONSTRUCTION

DOCUMENTS

24028

1/4" = 1'-0"

Bldg 2 - Lower Roof A

1/4" = 1'-0"

Bldg 2 - Lower Roof A Looking South 1/4" = 1'-0"

Bldg 2 - Metal Building at North

1/4" = 1'-0"

Bldg 2 - Lower Roof A Looking West 1/4" = 1'-0"

Bldg 2 - Lower Roof A Looking North

1/4" = 1'-0"

Bldg 2 - Lower Roof A Looking East 1/4" = 1'-0"

Bldg 2 - Lower Roof A Mechanical Equipment

1/4" = 1'-0"

Bldg 2 - Lower Roof A Vent 1/4" = 1'-0"

Bldg 2 - Metal Building Flashing

1/4" = 1'-0"

Bldg 2 - Concrete Canopy at West

1/4" = 1'-0"

Bldg 2 - Lower Roof B 1/4" = 1'-0"

Bldg 2 - Lower Roof B Curb to Roof A

1/4" = 1'-0"

Bldg 2 - Lower Roof B at Northeast Corner 1/4" = 1'-0"

Bldg 2 - Lower Roof B at Corner

1/4" = 1'-0"

Bldg 2 - Lower Roof B Looking at Roof C

1/4" = 1'-0"

Bldg 2 - Lower Roof B Curb to Roof C 1/4" = 1'-0"

Bldg 2 - Lower Roof C Wall Flashings

1/4" = 1'-0"

Bldg 2 - Lower Roof C Looking South 1/4" = 1'-0"

Bldg 2 - Lower Roof C

Rev. Date Description

07/14/2026

20122443

REGISTERED

ARCHITECT

STEVEN A. MCCASLIN

GI-2025

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

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

Planning - Architecture - Interiors

Project Number

U.S. Department of Veterans Affairs

Replace Roofing - Buildings 1, 2, 3, and 31

AA

GI-202

BLDG 2 EXISTING ROOF PHOTOS

668-24-103

SO

Mann-Grandstaff VA Medical Center 4815 North Assembly St, Spokane, Washington 99205

07.17.2026

100% CONSTRUCTION

DOCUMENTS

24028

1/4" = 1'-0"

Bldg 2 - Lower Roof D Mechanical Equipment 1/4" = 1'-0"

Bldg 2 - Lower Roof D Looking West

1/4" = 1'-0"

Bldg 2 - Lower Roof Concrete Canopy at South West

1/4" = 1'-0"

Bldg 2 - Lower Roof D Scupper 1/4" = 1'-0"

Bldg 2 - Lower Roof C Looking at Roof D

1/4" = 1'-0"

Bldg 2 - Lower Roof D Level Change

1/4" = 1'-0"

Bldg 2 - Upper Roof Access Ladder and Hatch 1/4" = 1'-0"

Bldg 2 - Upper Roof Looking Northwest

1/4" = 1'-0"

Bldg 2 - Upper Roof Mechanical Equipment 1/4" = 1'-0"

Bldg 2 - Upper Roof Looking Southwest

1/4" = 1'-0"

Bldg 2 - Upper Roof Equipment Curb 1/4" = 1'-0"

Bldg 2 - Upper Roof Vent Stacks

Rev. Date Description

07/14/2026

20122443

REGISTERED

ARCHITECT

STEVEN A. MCCASLIN

RD

RD

RD RD

RD

RD

RD

RD

(E

S L O

P E

(E

S L O

P E

(E

S L O

P E

LOWER ROOF A

LOWER ROOF BLOWER ROOF C

LOWER ROOF D UPPER ROOF

102 102

102102

108108108

108 108

109 109

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

115 115

115115

TYP.

(E

S L O

P E

106104

134 134 129129

134104

128 104

134 135

104 134 135130 134

TYP.

(E

S L O

P E

(E

S L O

P E

(E

S L O

P E

(E

S L O

P E

APPROX. +30"

(E

S L O

P E

(E

S L O

P E

(E) SLOPE

ROOF LEGEND

PIPE VENT

SCUPPER

ROOF DRAIN

CAPPED VENTS

ROOF ACCESS HATCH

EXHAUST FANS

RD

PIPE VENT WITH BOOT

1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND ROOF SLOPES

PRIOR TO DEMOLITION.

2. ALL ITEMS TO REMAIN (EQUIPMENT, UTILITIES, VENTS, ACCESSORIES,

ETC), PROTECT IN PLACE DURING CONSTRUCTION.

3. ALL ITEMS TO BE REMOVED & RE-INSTALLED, STORE & PROTECT

DURING CONSTRUCTION.

4. SEAL ALL PENETRATIONS THROUGH ROOF SUBSTRATE AND AT CURBS

PER SPEC SECTIONS 07 92 00 & 07 01 50.19.

5. DESIGN ROOF WITH A POSITIVE SLOPE MINIMUM 1/4" PER FT TO A

MAXIMUM OF 1" PER FT.

GENERAL NOTE:

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

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

Planning - Architecture - Interiors

Project Number

U.S. Department of Veterans Affairs

Replace Roofing - Buildings 1, 2, 3, and 31

AA/ LR

AD-200

BLDG 2 ROOF DEMOLITION PLAN

668-24-103

SO

Mann-Grandstaff VA Medical Center 4815 North Assembly St, Spokane, Washington 99205

07.17.2026

100% CONSTRUCTION

DOCUMENTS

24028

3/16" = 1'-0"

Bldg 2 Demolition Roof Plan

Rev. Date Description

Key Notes

102 REMOVE (E) TPO ROOFING, ASSOCIATED RIGID

INSULATION, FLASHING & TERMINATION BARS, AS

APPLICABLE, DOWN TO THE CONCRETE ROOF DECK. PREP

AND REPAIR SUBSTRATE TO RECEIVE NEW ROOFING

ASSEMBLY. SEAL ALL PENETRATIONS THROUGH ROOF.

PROTECT (E) EQUIPMENT AND UTILITIES IN PLACE.

104 (E)…