Attachment 3 - 668-23-101 Drawings.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861 design group

A u to d e s k D o c s /A

E S

U S

P ro je c ts

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P

M

G-001

COVER SHEET

MANN-GRANDSTAFF VAMC

SPOKANE, WASHINGTON

668-23-101

May 23, 2025 AESUS AESUS

CONSTRUCT CHILLER PLANT

AND COOLING TOWER

100% Construction Documents

DX

A3-301

X

XX

X

DETAIL FLAG NUMBER

DOOR NUMBER

AE-501

BUILDING SECTION CUT

OTHER SECTION CUT

SHEET WHERE APPEARS (TYPICAL)

AE-301

AA

SHEET WHERE APPEARS

ELEVATION NUMBER

SHEET WHERE APPEARS

x x x x

EXISTING COLUMN CENTER LINEA

X

WINDOW TAG

AE-301

AA

AE-301

AA

ELEVATION NUMBER

AE-710

4 2

DASHED LINE

AROUND

AREA DETAILED

PLAN OR DETAIL NUMBERX

Approved: Associate Director

Approved: Chief Facilities Management

Approved: Manager / Engineer

Approved: Director

Approved: Union representative

Approved: Safety Officer

EQ-X

CPT1

W-X

E

EA EACH

E EAST

EWC ELECTRIC WATER COOLER

ELEC ELECTRIC (AL)

EL ELEVATION

ELEV ELEVATOR

EMER EMERGENCY

ENGR ENGINEER

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

ETR EXISTING TO REMAIN

EXP EXPANSION

EXP BT EXPANSION BOLT

EJ EXPANSION JOINT

EXP EXPOSED

EXT EXTERIOR

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

F

FWC FABRIC WALL COVERING

FT FEET, FOOT

FGL FIBERGLASS

FIN FINISH

FIN GR FINISH GRADE

FDV FIRE DEPARTMENT VALVE

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FHC FIRE HOSE CABINET

FP FIREPROOF

FIXT FIXTURE

FLASH FLASHING

FLEX FLEXIBLE

FLR FLOOR

FD FLOOR DRAIN

FLUOR FLUORESCENT

FTG FOOTING

FDTN FOUNDATION

FRMG FRAMING

FURN FURNACE, FURNITURE

G

GA GAGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERATOR

GL GLASS

GL BLK GLASS BLOCK

GB GRAB BAR

GR GRADE

GRAN GRANITE

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GUT GUTTER

GYP BD GYPSUM BOARD

H

HNDRL HANDRAIL

HDW HARDWARE

HDWD HARDWOOD

HD HEAD

HVAC HEATING, VENTILATING, AIR CONDITIONING

HT HEIGHT

HPT HIGH POINT

HC HOLLOW CORE

HM HOLLOW METAL

HORIZ HORIZONTAL

HB HOSE BIBB

HOSP HOSPITAL

HR HOUR

I

IN INCH

INFO INFORMATION

ID INSIDE DIAMETER

INSUL INSULATED,INSULATION

INT INTERIOR

J

JAN JANITOR

JT JOINT

K

KPL KICKPLATE

KIT KITCHEN

KB KNEE BRACE

L

LAB LABORATORY

LAM LAMINATE

LC LAUNDRY CHUTE

LV LAVATORY

LT LIGHT

LD LINEAR DIFFUSER

L CL LINEN CLOSET

LL LIVE LOAD

LLV LONG LEG VERTICAL

LPT LOW POINT

M

MACH MACHINE

MH MANHOLE

MFD MANUFACTURED

MFR MANUFACTURER

MRB MARBLE BASE

MRF MARBLE FLOOR

MKR BD MARKER BOARD

MO MASONRY OPENING

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MED MEDICAL

MC MEDICINE CABINET

MEMB MEMBRANE

MTL METAL

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MOD MODIFIED

MLDG MOLDING

N

NAT FIN NATURAL FINISH

NOM NOMINAL

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO NUMBER

O

OFF OFFICE

OC ON CENTER

OPNG OPENING

OPP OPPOSITE

OPH OPPOSITE HAND

ORCH ORCHESTRA

ORN ORNAMENTAL

OD OUTSIDE DIAMETER

OH OVERHANG, OVERHEAD

OF/CI OWNER FURNISHED/

CONTRACTOR INSTALLED

O OXYGEN

P

P PAINT

PR PAIR

PNL PANEL

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PERF PERFORATED

PC PIECE

PLAM PLASTIC LAMINATE

PLAS PLASTIC, PLASTER

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PCC PRECAST CONCRETE

PREFAB PREFABRICATE

PREFIN PREFINISH

PROD PRODUCTION

Q

QTY QUANTITY

QT QUARRY TILE

A

AFF ABOVE FINISHED FLOOR

ACST ACOUSTIC (AL)

ACT ACOUSTICAL CEILING TILE

APC ACOUSTICAL PANEL CEILING

AWP ACOUSTICAL WALL PANEL

AWT ACOUSTICAL WALL

ADJ ADJUSTABLE

A/C AIR CONDITIONING

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

AB ANCHOR BOLT

AL ANGLE

APPROX APPROXIMATE

ARCH ARCHITECT (URAL)

ASPH ASPHALT

ASSY ASSEMBLY

AUTO AUTOMATIC

AWN AWNING

B

BALC BALCONY

BSMT BASEMENT

BM BEAM, BENCHMARK

BR BEDROOM

BLKG BLOCKING

BD BOARD

BOT BOTTOM

BRKT BRACKET

BRK BRICK

B CL BROOM CLOSET

BLDG BUILDING

BLT IN BUILT-IN

BUR BUILT-UP ROOFING

C

CAB CABINET

CPT CARPET

CSMT CASEMENT

CI CAST IRON

CB CATCH BASIN

CLG CEILING

CEM CEMENT

CL CENTER LINE

CER CERAMIC

CT CERAMIC TILE

CO CLEANOUT, CASED OPENING

CLR CLEAR, COLOR

CLO CLOSET

COL COLUMN

CMPST COMPOSITE

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONSTR CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COTR CONTRACTING OFFICER

CJ CONTROL JOINT

COP COPING

CU COPPER

CG CORNER GUARD

CORR CORRIDOR

CNTR COUNTER

CSK COUNTER SUNK

D

DMPF DAMPPROOFING

DL DEAD LOAD

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DR DOOR, DRAIN

DH DOUBLE HUNG

DN DOWN

DS DOWNSPOUT

DWR DRAWER

DWG DRAWING

DF DRINKING FOUNTAIN

DUPL DUPLICATE

R

R RADIUS, RISER

RWD REDWOOD

REF REFERENCE, REFRIGERATOR

REINF REINFORCE

REQD REQUIRED

RB RESILIENT BASE

RF RESILIENT FLOORING

RA RETURN AIR

REV REVISION

RD ROOF DRAIN

RM ROOM

RO ROUGH OPENING

RS ROUGH SAWN

S

SCHED SCHEDULE

SECT SECTION

SHTHG SHEATHING

SHT SHEET

SHV SHELVING

SIM SIMILAR

S SOUTH

SP FIN SPECIAL FINISH

SPEC SPECIFICATION

SQ SQUARE

SF SQUARE FEET

SST STAINLESS STEEL

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STOR STORAGE

STRUCT STRUCTURAL

S4S SURFACED FOUR SIDES

SUSP SUSPEND

SW SWITCH

SYMM SYMMETRICAL

T

TK BD TACKBOARD

TEL TELEPHONE

TV TELEVISION

TMPD TEMPERED

TEMP TEMPORARY

TER TERRAZZO

THK THICKNESS

TPD TOILET PAPER DISPENSER

T&G TONGUE AND GROOVE

TOS TOP OF SLAB, STEEL

T TREAD

TYP TYPICAL

U

UC UNDERCUT

UNFIN UNFINISH

UNO UNLESS NOTED OTHERWISE

V

VAC VACUUM

VR VAPOR RETARDER

VNR VENEER

VP VENEER PLASTER

VIF VERIFY IN FIELD

VERT VERTICAL

VEST VESTIBULE

VCT VINYL COMPOSITION TILE

VWC VINYL WALL COVERING

W

W CAB WALL CABINETS

WC WALL COVERING, WATER CLOSET

WP WATERPROOFING, WEATHER

PROOF, WORKING POINT

WT WEIGHT

WWF WELDED WIRE FABRIC

W WEST

WF WIDE FLANGE

WDW WINDOW

W/ WITH

W/O WITHOUT

WD WOOD

WDP WOOD PANELING

Department of Veterans Affairs

KEYED NOTE

WALL TYPE

X

X WINDOW TREATMENT TYPE

EQUIPMENT

INTERIOR FINISH TYPE

FURNITURE, FIXTURE, EQUIPMENT

CONTRACT LIMIT LINE

COLUMN CENTER LINE

NEW WALL

DEMOLITION

EXISTING WALL

NORTH

APPROVED FOR CONSTRUCTION

Project No: 668-23-101

Spokane, WA 99205-6197

DESIGN TEAM

ABBREVIATIONS OWNER

CODE REFERENCES

PROJECT DESCRIPTION

FACILITY MAP

SYMBOL LEGEND

BUILDING INFORMATION

GENERAL NOTES

VICINITY MAP

THIS PROJECT IS LOCATED AT THE SPOKANE, WASHINGTON VA MEDICAL CENTER. THIS

PROJECT WILL BUILD A NEW 4000 GSF CHILLER PLANT AS AN ADDITION TO THE EXISTING

BOILER PLANT WITH TOWERS ON THE ROOF TO MEET FACILITY DEMAND.

THIS WORK SHALL INCLUDE ARCHITECTURAL, CIVIL, STRUCTURAL, MECHANICAL,

AND ELECTRICAL.

DESCRIPTIONSYMBOL

CONSTRUCT CHILLER PLANT AND COOLING TOWER 668-23-101

Spokane, Washington VA Medical Center Department of Veterans Affairs

Architect

MPE Engineers

1050 E. Southern Ave. Suite 5, Tempe, Arizona 85282

AESUS Design Group

David Combs (dcombs@aesusdesign.com)

480-454-2861

NORTH

PROJECT AREA

Mann-Grandstaff Spokane Medical Center

A. ANY CHANGES MUST BE APPROVED BY COR BEFORE DOING ANY

ADDITIONAL WORK. WORK SCHEDULE TO BE PERFORMED DURING

REGULAR DAY SHIFT HOURS (8AM-4:30PM) ANY WORK OUTSIDE OF

REGULAR SCHEDULE REQUIRES APPROVAL FROM COR.

B. COVERED STORAGE FOR MATERIALS WILL NOT BE PROVIDED BY THE

CLIENT.

C. PERFORM WORK IN ACCORDANCE WITH VHA DIRECTIVE 2004-012

SAFETY AND HEALTH DURING CONSTRUCTION ACTIVITIES AND VHA

DIRECTIVE 7701 OCCUPATIONAL SAFETY AND HEALTH (OSH) .

D. WORK PERFORMED FOR THIS PROJECT MAY INTERRUPT SERVICE TO

ADJACENT AREAS AT TIMES BUT WILL NOT INTERRUPT OVERALL

FACILITY OPERATION. SEE ELECTRICAL FOR POWER INTERRUPTION

AND OUTAGE REQUIREMENTS.

E. CONTRACTOR TO VERIFY ALL DETAILS AGAINST EXISTING

CONDITIONS PRIOR TO PURCHASE OF EQUIPMENT AND PRIOR TO

CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY

DISCREPANCIES IN PLANS AND EXISTING SITE CONDITIONS TO

IMMEDIATE ATTENTION OF CONTRACTING OFFICER

REPRESENTATIVE.

F. CONTRACTOR SHALL PERFORM ALL WORK AND PROVIDE ALL

MATERIALS IN ACCORDANCE WITH VA MASTER CONSTRUCTION

SPECIFICATIONS, WHICH CAN BE FOUND AT

HTTP://WWW.CFM.VA.GOV/TIL/. WHERE DISCREPANCIES ARE FOUND

THE MORE STRINGENT SHALL APPLY.

G. NOT ALL KEYNOTES ARE ON ALL SHEETS.

BUILDING CODE:

2021 IBC - INTERNATIONAL BUILDING CODE

2018 IEBC - EXISTING BUILDING CODE

2021 INTERNATIONAL ENERGY CONSERVATION CODE

2021 INTERNATIONAL FIRE CODE

ACCESSIBILITY CODE & GUIDELINES:

ABAAS & BFDG

MECHANICAL CODE:

2021 IMC - INTERNATIONAL MECHANICAL CODE

PLUMBING CODE:

2021 IPC - INTERNATIONAL PLUMBING CODE

ELECTRICAL CODE:

2020 NEC - NATIONAL ELECTRICAL CODE

THIS IS AN EXISTING 1 STORY BUILDING WITH A NEW CHILLER PLANT

ADDITION.

BUILDING OCCUPANCY:

IIB

CONSTRUCTION TYPE:

EXISTING = TYPE IIB

PROPOSED CHILLER PLANT ADDITION = TYPE IIB

-FIRE RESISTANCE IN ACCORDANCE WITH IBC TABLES 601 & 602

-ENTIRE BUILDING TO BE FULLY SPRINKLER THE ENTIRE BUILDING

-NO FIRE SEPARATION REQUIRED

-ENTIRE BUILDING TO RECEIVE FIRE ALARM SYSTEM UTILIZING A TOTAL

EVACUATION STRATEGY.

-ENTIRE BUILDING TO RECEIVE EMERGENCY LIGHTING.

BUILDING AREA:

ACTUAL

EXISTING 8,500 SF

ADDITION 3,992 SF

TOTAL 12,013 SF

BUILDING IS WITHIN 62,000 ALLOWABLE AREA FOR TYPE IIB (IBC 506.2)

BUILDING HEIGHT:

ACTUAL

HEIGHT (EXISTING) 32 FT

HEIGHT (ADDITION) 20 FT

STORIES 1

BUILDING IS WITHIN 75FT AND 3 STORIES ALLOWABLE AREA FOR TYPE IIB

(IBC 504.3 & 504.4)

OCCUPANCY LOAD FACTORS (IBC TABLE 1004.5):

F1 - MECHANICAL EQUIPMENT ROOM = 1:300

MINIMUM NUMBER OF EXITS (TABLE 1006.3.2)

OCCUPANT LOAD PER STORY MIN EXITS PER STORY

1:300 1 REQ'D, 2 PROVIDED

EXIT ACCESS TRAVEL DISTANCE (TABLE 1017.2)

F1 OCCUPANCY WITH SPRINKLERS = 250 FEET

DEAD END CORRIDORS (IBC 1020.4)

F1 OCCUPANCY WITH SPRINKLERS = 250 FEET

NFPA

NFPA 101 LIFE SAFETY CODE

NFPA NATIONAL FIRE CODES

NFPA 900 (OSHA)

NFPA 70

1050 E. Southern Ave. Suite 5, Tempe, Arizona 85282

AESUS Design Group

Chad Spencer (cspencer@aesusdesign.com)

480-454-2861

PROJECT AREA

Structural Engineers

225 Broadway, Suite 1250, San Diego, CA 92101

Thorton Tomasetti

Ross Cussen (rcussen@thortontomasetti.com

619-550-5900

Civil Engineers

4001 N. 3rd St, #165

Phoenix, Arizona 85012

SWS Engineering

ISSUED SHEETS

Sheet Number Sheet Name

GENERAL

G-001 COVER SHEET

LS-101 LIFE SAFETY PLAN

ARCHITECTURAL

AS-100 SITE PLAN / SCOPE OF WORK

AE-101 LEVEL 1 FLOOR PLAN

AE-102 ROOF PLANS

AE-200 LEVEL 1 ENLARGED FLOOR PLAN

AE-201 ENLARGED REFLECTED CEILING PLAN

AE-401 BUILDING ELEVATIONS

AE-402 BUILDING SECTIONS

AE-500 DOOR, SAFETY GLAZING AND LOUVER INFORMATION

AE-501 DOOR & WINDOW DETAILS

AE-502 WALL TYPES & DETAILS

AE-503 SINGLE PLY ROOFING DETAILS

CIVIL

C-100 EXISTING CONDITIONS - SITE PLAN

C-110 DEMOLITION PLAN

C-120 GRADING AND UTILITY PLAN

STRUCTURAL

S0.00 COVER SHEET

S0.01 GENERAL STRUCTURAL NOTES

S0.02 GENERAL STRUCTURAL NOTES

S0.03 GENERAL STRUCTURAL NOTES

S0.04 LEGEND AND ABBREVIATIONS

S0.05 SPECIAL INSPECTIONS AND STRUCTURAL TESTING

S0.10 LOADING PLANS

S0.20 MODEL VIEWS

S1.00 OVERALL FRAMING PLAN

S2.00 FOUNDATION ENLARGED FRAMING PLAN

S2.01 GOUND LEVEL ENLARGED FRAMING PLAN

S2.02 ROOF LEVEL ENLARGED FRAMING PLAN

S2.03 HIGH ROOF DUNNAGE ENLARGED FRAMING PLAN

S4.00 OVERAL BUILDING SECTIONS

S4.10 STRUCTURAL WALL ELEVATIONS

S4.11 STRUCTURAL WALL ELEVATIONS

S4.20 SECTIONS AND DETAILS

S4.21 SECTIONS AND DETAILS

S5.00 TYPICAL FOUNDATION DETAILS

S5.01 TYPICALSLAB ON GRADE DETAILS

S5.10 TYPICAL STEEL BEAM DETAILS

S5.11 TYPICAL STEEL BEAM DETAILS

S5.12 TYPICAL STEEL BEAM DETAILS

S5.20 TYPICAL METAL DECK DETAILS

S5.21 TYPICAL METAL DECK DETAILS

S5.22 TYPICAL METAL DECK DETAILS

S5.30 TYPICAL PRECAST PANEL DETAILS

S5.31 TYPICAL PRECAST PANEL DETAILS

S5.32 TYPICAL PRECAST PANEL DETAILS

S5.40 TYPICAL STEEL COLUMN DETAIL

S5.50 TYPICAL NON-BEARING MASONRY DETAILS

S5.51 TYPICAL NON-BEARING MASONRY DETAILS

Fire Protection Engineers and Special Systems

550 North Reo Street

Tampa, FL 33609

MES Group

813-289-4700

Revisions: Date:

ISSUED SHEETS

Sheet Number Sheet Name

MECHANICAL

M-001 MECHANICAL LEGEND AND ABBREVIATIONS

M-201 MECHANICAL PLAN

M-202 MECHANICAL ROOF PLAN

M-301 MECHANICAL HVAC PLAN

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-801 MECHANICAL CONTROLS

M-802 MECHANICAL CONTROLS

M-803 MECHANICAL CONTROLS

PLUMBING

P-001 PLUMBING LEGEND AND ABBREVIATIONS

P-201 PLUMBING PLAN

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

ELECTRICAL

EP-000 SYMBOLS AND ABBREVIATIONS

ES-101 ELECTRICAL SITE PLAN

EP-101 ELECTRICAL POWER PLAN - LEVEL 1

EP-102 ELECTRICAL POWER PLAN - LEVEL 2

EP-301 GROUNDING & LIGHTNING PROTECTION PLAN

EP-401 ELECTRICAL DETAILS (PANELS AND TRANSFORMERS)

EP-402 ELECTRICAL DETAILS

EP-403 LIGHTNING PROTECTION DETAILS

EP-404 GROUNDING DETAILS

EP-405 TYPICAL MOUNTING HEIGHT DETAILS

EP-406 TYPICAL LABELING DETAILS

EP-407 TYPICAL LABELING & SITE DETAILS

EP-601 ELECTRICAL ONE-LINE DIAGRAM - MV

EP-602 ELECTRICAL ONE-LINE DIAGRAM

EP-701 ELECTRICAL PANEL SCHEDULES

EL-101 ELECTRICAL LIGHTING PLAN - LEVEL 1

EL-151 PHOTOMETRIC PLANS

EL-401 LIGHTING DETAILS

EL-402 LIGHTING COMCHECK

LOW VOLTAGE

EY-000 SPECIAL SYSTEMS LEGEND, NOTES & ABBREVIATIONS

EY-101 SPECIAL SYSTEMS AND TELECOM FLOOR PLAN

EY-501 SPECIAL SYSTEMS DETAILS

FIRE ALARM

FA-000 FIRE ALARM LEGEND, NOTES & ABBREVIATIONS

FA-101 FIRE ALARM FLOOR PLAN

FIRE PROTECTION

F-000 FIRE PROTECTION LEGEND, NOTES & ABBREVIATIONS

F-101 FIRE PROTECTION FIRST FLOOR PLAN

05/23/2025

A

500 B 100

EXIT SYMBOL CODES

OCCUPANCY

OCCUPANT LOAD

OCCUPANT LOAD FACTOR

AREA

# OF PEOPLE USING EXIT

EXIT CAPACITY

EXIT FROM FLOOR

REQUIRED FIRE SEPARATIONS KEY

MINIMUM 3 HOUR FIRE RATED

SEPARATION REQUIRED

MINMUM 2 HOUR FIRE RATED

SEPARATION REQUIRED

A

D

C

B

C.3

C.4

B.3

A.6

8.48.1

ELECTRICAL

ROOM

CHILLER PLANT

ELECTRICAL

ROOM

ELECTRICAL

ROOM

ELECTRICAL

ROOM

OFFICE

350 1:300 1

F1

192 1:150 1

B

334 1:300 1

F1

202 1:300 1

F1

223 1:300 1

F1

2375 1:300 8

F1

EXISTING 14" PRECAST

CONCRETE WALL PROVIDES

AN EFFECTIVE FIRE RATED

ASSEMBLY OF 3 HOURS OR

MORE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861 design group

A u to d e s k D o c s /A

E S

U S

P ro je c ts

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-1

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M

LS-101

LIFE SAFETY PLAN

MANN-GRANDSTAFF VAMC

SPOKANE, WASHINGTON

668-23-101

May 23, 2025 AESUS AESUS

CONSTRUCT CHILLER PLANT

AND COOLING TOWER

100% Construction Documents

Revisions: Date:

LIFE SAFETY LEGEND

NFPA 2012

40.1.2.1.2(2) Special Purpose Industrial Occupancy #2 “Industrial occupancies that are characterized by relatively low density of employees, with much of the area occupied by machinery or equipment.”

(office and lockers are not B occupancy (business) per NFPA 6.1.11.1 definition: “an occupancy used for transaction of business other than mercantile”) (2 hr separation is required between B & industrial)

40.1.6 Minimum Construction Requirements: “no requirements”

ADA

F203.6 Machinery Spaces. Spaces frequented only by service personnel for maintenance, repair, or occasional monitoring of equipment shall not be required to comply with these requirements or to be on an accessible route. Machinery spaces include, but are not limited to, elevator pits or elevator penthouses; mechanical, electrical or communications equipment rooms; piping or equipment catwalks; water or sewage treatment pump rooms and stations; electric substations and transformer vaults; and highway and tunnel utility facilities.

IBC

Building will be sprinklered as a VA request Occupancy designation:

To be F1 306.2 Moderate-hazard factory industrial; B for office as accessory area.

CONSTRUCTION TYPE

The gross addition is 3992 sf. According to TABLE 503 the building is allowed to be Type VB construction, for up to 8500 sf. We are providing type IIB construction.

Table 503

Table 503

508.2.1 Area limitations.

Aggregate accessory occupancies shall not occupy more than 10 percent of the building area of the story in which they are located and shall not exceed the tabular values in Table 503, without building area increases in accordance with Section 506 for such accessory occupancies. 508.2.4 No separation is required between accessory occupancies and the main occupancy.

TABLE 508.4 No separation required between B and F-1 There are no fire rating requirements per Table 601 for Type V-B construction

Table 1004.1.2 Floor Area Allowances. Mechanical equipment rooms: 300 SF/occ. (addition: 3992sf/300= 14) Table 1006.2.1 Maximum occupants per area for one exit: (F occupancy) 49

Table 1016.2 Travel distance: F1 occupancy (fully sprinklered) 250’

NEC/NFPA 70

Article 110.31 Vaults operating at over 600 volts to have walls and roof with a minimum fore rating of 3 hours. Exception A allows 1-hour rated construction when the vault is sprinkled.

SCALE: 1/4" = 1'-0"1 LEVEL 1 - L-SAFETY PLAN

FH

FH

CONCRETE

WASH OUT

C O

C O

C O

D W

C O

DW

DW

DW

DW

DW

CBCB

CB

CB

CB

COCO

CO

CO

CO

DW

CO

CO

CO

SSMH

CO

POTENTIAL

FUTURE DATA

CENTER

FFE= 1909.5±

U G

D

IE

S E L

T A N K

U G

D

IE

S E L

T A N K

PK

TBM CHISELED

BOX IN NORTH

CORNER OF

CONCRETE

ELEVATION =1912.62

BP BP

BASKETBALL COURT

BP

BP

BPBP

BP

BP

BP

BP

BP BP

BP

WORKOUT AREA

UTILITY

LOCATES NOT

PERFORMED IN

THIS AREA

DURING DESIGN

BUILDING 2

BUILDING 16

BUILDING 14

POLE BUILDING

WELLNESS CENTER

BUILDING 40

SHED

BUILDING 3

BUILD 37

DN

A. THE CONTRACTORS SHALL COORDINATE EQUIPMENT AND

MATERIAL TRAFFIC AND STORAGE WITH COR.

B. ALL UTILITY WORK SHALL BE COORDINATED WITH CIVIL PLANS.

C. ALL ASPECTS OF CONTRACTOR STAGING AND CONSTRUCTION

PHASING SHALL BE APPROVED BY COR.

D. ALL HOSPITAL ACCESS POINTS, AND ALL BUILDING EXITS, MUST

REMAIN ACCESSIBLE, CLEAR AND UNOBSTRUCTED THROUGHOUT

ALL PHASES OF DEMOLITION AND CONSTRUCTION. SHORT-TERM

CLOSURE MAY BE ACCEPTABLE AS COORDINATED WITH COR.

E. THE CONTRACTOR SHALL COORDINATE ALL ROOF TOP WORK AND

ROOF REPAIRS WITH THE COR.

GENERAL PHASING NOTES

FLOOR PLAN LEGEND

SCOPE OF WORK

SITE PLAN GENERAL NOTES

1. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES

THAT ARE NOT MARKED FOR REMOVAL.

2. CONTRACTOR SHALL INSTALL TEMPORARY 6' TALL CHAIN LINK SECURITY

FENCING TO SECURE CONSTRUCTION SITE. CONTRACTOR SHALL INSTALL

GATES TO ALLOW WORKING ACCESS FOR EQUIPMENT

AND PEOPLE.

3. CONTRACTOR SHALL SUPPLY TRAFFIC CONTROL IN COMPLIANCE WITH

ALL MUTCD REGULATIONS. TRAFFIC CONTROL SHALL CONSIST OF AT LEAST

TYPE II BARRICADES WITH LIGHTS ON RESTRICTED

LANES OF TRAFFIC AND AT THE EDGE OF PAVEMENT WITH TEMPORARY

ACCESS OVER THE ROCKED IN LANE. TRAFFIC CONES MAY BE NEEDED ON

A TEMPORARY BASIS TO REDIRECT.

THIS PROJECT WILL BUILD A NEW 4000 GSF CHILLER PLANT AS AN ADDITION TO

THE EXISTING BOILER PLANT WITH TOWERS ON THE ROOF TO MEET FACILITY

DEMAND. CURRENTLY ALL THREE CHILLERS MUST OPERATE TO MEET PEAK

DEMAND LEAVING THE CAMPUS WITHOUT N+1. THE EXISTING STATE OF THE

FACILITY IS APPROXIMATELY 400 TONS SHORT FOR CHILLED WATER AND WITH

THE CONSTRUCTION OF APPROXIMATELY 40,000SF OF EXPANSION PLANNED,

THE FACILITY WILL BE AT RISK OF INSUFFICIENT CHILLED WATER SUPPLY TO

MEET THE PLANNED/FUNDED FUTURE STATE NEED. THE NEW PLANT WILL BE

BUILT TO MISSION CRITICAL STANDARDS. THE NEW PLANT WILL INCLUDE NEW

CONTROLS AND EVAC SYSTEM ALONG WITH ANY OTHER REQUIREMENTS. THE

NEW LOCATION NEXT TO A NEWLY BUILT BOILER PLANT ALREADY HAS CHILLED

WATER LINES TO IT. A CAMPUS WIDE COOLING CALCULATION WILL BE DONE

WITH ENOUGH REDUNDANCY FOR FUTURE EXPANSION. DESIGNS WILL BE

PROVIDED WITHIN THE CONSTRUCTION FUNDING CONSTRAINTS/LIMITATIONS.

SCOPE OF WORK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861 design group

A u to d e s k D o c s /A

E S

U S

P ro je c ts

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AS-100

SITE PLAN / SCOPE OF WORK

MANN-GRANDSTAFF VAMC

SPOKANE, WASHINGTON

668-23-101

May 23, 2025 AESUS AESUS

CONSTRUCT CHILLER PLANT

AND COOLING TOWER

100% Construction Documents

Revisions: Date:

1/32" = 1'-0"1 SITE PLAN

EXISTING SECURITY

FENCE

AREA OF WORK

UP

D

83 4 5 6 7

C

B

NORTH

59'-0"

EXISTING

BUILDING

AE-401

AE-401

EXISTING NEW

OFFICE

CHILLER PLANT

BOILER ROOM

SWITCHGEAR

ELECTRICAL

ROOM

WATER

TREATMENT

CHEMICAL

PARTS

WELDING/WORKROOM

TOOLS/WORKROOM

TELECOM

RESTROOM

SHOWER ROOM

RESTROOM MEN

Room

CONTROL ROOM

ELECTRICAL

ROOM

ELECTRICAL

ROOM

AE-402

AE-402

AE-401

R

ELECTRICAL

ROOM

ELECTRICAL

ROOM

C.3

C.4

B.3

A.6

8.48.1

1'-10" 23'-2" 34'-0"

AE-200

A. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE. LARGER SCALE

DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE

DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY

DISCREPANCIES OR CONFLICTS BEFORE PROCEEDING WITH THAT

PORTION OF THE WORK.

B. ALL DIMENSIONS ARE TAKEN FROM EXISTING FACE OF WALLS

C. PRIOR TO START OF ANY WORK, THE CONTRACTOR IS REQUIRED

TO VISIT THE SITE TO FAMILIARIZE THEMSELVES WITH THE

EXTENT AND NATURE OF WORK TO BE PERFORMED. EXISTING

CONDITIONS MAY SLIGHTLY VARY FROM THOSE SHOWN ON THE

DRAWINGS. THE CONTRACTOR SHALL VERIFY EXISTING

CONDITIONS, DIMENSIONS, AND MATERIALS IN THE FIELD AND

GENERATE A LIST OF DISCREPANCIES IN WRITING AND REPORT

TO THE OWNER. REFER TO SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

D. THE CONTRACTOR SHALL COORDINATE EQUIPMENT AND

MATERIAL TRAFFIC AND STORAGE WITH THE OWNER.

E. ALL ASPECTS OF CONTRACTOR STAGING AND CONSTRUCTION

PHASING SHALL BE APPROVED BY THE OWNER.

F. ALL UTILITY WORK SHALL BE COORDINATED WITH MECHANICAL,

PLUMBING, ELECTRICAL, AND FIRE PROTECTION.

G. PATCH ALL AREAS OF FIREPROOFING WHERE REMOVED FOR

INSTALLATION OF NEW WORK.

H. REMOVE (E) GYP. BD. AS NECESSARY TO INSTALL ALL DUCT,

PIPING, CONDUIT AND ACCESSORIES. REINSTALL GYP. BD. FINISH

TO MATCH EXIST. CONDITIONS AND TO VA'S ACCEPTANCE.

I. PROVIDE FIRESTOPPING AND/OR SEALANT AT ALL UNPROTECTED

PENETRATIONS AND OPENINGS IN EXISTING RATED PARTITIONS

AND FLOOR SLABS EXPOSED DURING THE CONSTRUCTION

PROJECT THAT ARE WITHIN THE PROJECT AREA.

J. THE CONTRACTOR SHALL COORDINATE ALL ROOF TOP WORK

WITH THE OWNER AND EXISTING WARRANTY INFORMATION.

K. PRIOR TO SAW CUTTING AND OR CORE DRILLING CONCRETE, THE

CONTRACTOR SHALL V-RAY USING "A MODERN DETECTION

SYSTEM" TO LOCATE REINFORCING AND OBSTRUCTIONS IN THE

CONCRETE.

L. IF ASBESTOS CONTAINING MATERIALS ARE SUSPECTED, STOP ALL

WORK IN THE AREA AND REPORT TO OWNER.

M. PROTECT ALL EXISTING CONDITIONS & EQUIPMENT DURING

CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR

PROTECTING ANY OPENINGS AND RESPONSIBLE FOR ANY

DAMAGE THAT MAY RESULT FROM SUCH OPENINGS BEING LEFT

UNPROTECTED OR THOSE THAT HAVE OCCURRED AS A RESULT

OF PROTECTING THE OPENINGS.

O. THE GC SHALL NOT SCALE PLANS.

FLOOR PLAN GENERAL NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861 design group

A u to d e s k D o c s /A

E S

U S

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AE-101

LEVEL 1 FLOOR PLAN

MANN-GRANDSTAFF VAMC

SPOKANE, WASHINGTON

668-23-101

May 23, 2025 AESUS AESUS

CONSTRUCT CHILLER PLANT

AND COOLING TOWER

100% Construction Documents

SCALE: 1/8" = 1'-0"

LEVEL 1 - FLOOR PLAN

Revisions: Date:

DN

DN

UP

A

D

C

B

NORTH

1/4" / 1 '-0"

1/4" / 1'-0"

EXISTING NEW

AE-402

AE-402

/4

S L

O P

E

/4

S L

O P

E

/4

S L

O P

E

/4

S L

O P

E

C.3

C.4

B.3

A.6

8.48.1

21'-1" 22'-2 1/2" 15'-8 1/2"

/1

/4

/1

/1

/2

/1

/1

/4

/1

/4

/1

/1

/1

/8

16'-7 11/16" 4'-5 5/16" 4'-5 1/4" 11'-3 1/4"

AE-502

ROOF PLAN GENERAL NOTES

1. ROOF TYPE: EXISTING TO REMAIN / NEW TPO

2. THE GC IS RESPONSIBLE FOR ANY DAMAGE DONE TO THE

EXISTING ROOF. AND WILL BE RESPONSIBLE FOR ANY AND ALL

REPAIRS.

3. ALL ROOF TOP MECHANICAL, ELECTRICAL AND/OR PLUMBING

EQUIPMENT SHOWN FOR INFORMATION ONLY. REFERENCE

MECHANICAL, ELECTRICAL AND PLUMBING DOCUMENTS AND

SPECIFICATIONS FOR SPECIFIC DESIGN INFORMATION.

4. PROVIDE WALKWAY PROTECTION TO MAJOR MECHANICAL,

ELECTRICAL AND PLUMBING EQUIPMENT AS REQUIRED TO

PROVIDE SERVICE ACCESS. WALKWAY PROTECTION IS

INDICATED AS A GENERAL LAYOUT AND MAY NOT SHOW ALL FINAL

LOCATIONS OF ALL EQUIPMENT.

5. REFERENCE DEMOLITION PLANS AND SECTIONS.

6. PATCH AND REPAIR EXISTING ROOFS DAMAGED DURING

CONSTRUCTION.

7. ANY ROOF MODIFICATIONS REQUIRED TO BE COORDINATED WITH

VA AND EXISTING WARRANTIES.

A

D

C

B

AE-402

AE-402

NORTH

/8

EXISTING NEW

/4

S L

O P

E

/4

S L

O P

E

HIGH POINT

/4

S L

O P

E

/4

S L

O P

E

ROOF CRICKET, MIN.

SLOPE: 1/4" PER FT.

(TYP)

C.3

C.4

B.3

A.6

8.48.1

21'-1" 22'-2 1/2" 15'-8 1/2"

/1

/1

/4

/1

/2

/1

/1

/4

/1

/4

AE-503

AE-503

AE-502

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861 design group

A u to d e s k D o c s /A

E S

U S

P ro je c ts

/6

-2

-1

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AE-102

ROOF PLANS

MANN-GRANDSTAFF VAMC

SPOKANE, WASHINGTON

668-23-101

May 23, 2025 AESUS AESUS

CONSTRUCT CHILLER PLANT

AND COOLING TOWER

100% Construction Documents

1/8" = 1'-0"1 ROOF EQUIPMENT PLAN

Revisions: Date:

KEYNOTES

6 NEW COOLING TOWER, SEE MECHANICAL FOR ADDITIONAL INFORMATION.

7 NEW CANOPY, GUTTERS, AND DOWNSPOUTS.

8 EXISTING ROOF AND PARAPETS TO REMAIN

9 NEW TPO ROOF

13 NEW CONT. PARAPET CAP TO MATCH EXISTING BUILDING FINISH AND COLOR

14 ROOF MOUNTED CATWALK, SEE STRUCTURAL FOR ADDITIONAL INFORMATION.

15 EXISTING STAIRS TO REMAIN.

16 EXISTING ROOF DRAINS TO REMAIN, TYPICAL.

17 ROOF MOUNTED STAIR SUPPORT. PROVIDE PREMANUFACTURED SUPPORTS AS

REQUIRED. PHP OR EQUIVALENT.

18 FUTURE HVAC EQUIPMENT LOCATION. SEE MECHANICAL FOR ADDITIONAL

INFORMATION.

19 2" EXPANSION JOINT.

22 PROVIDE AND INSTALL PRE-MANUFACTURED STAIR, LANDING, AND GUARDRAILS

(PHP OR EQUIVALENT) WITH ISOLATION PADS. LAYOUT ISOLATION PADS

ACCORDING TO THE FOOTPRINT OF STAIRS AND LANDING. GC TO CONFIRM FIELD

CONDITIONS AND PROVIDE SITE SPECIFIC SHOP DRAWINGS FOR REVIEW.

29 PRIMARY AND SECONDARY ROOF DRAIN

30 STRUCTURAL STEEL COLUMN AND SURROUND, TYPICAL. PROVIDE CLOSER PLATE

AND FLASHING AT COLUMN.

1/8" = 1'-0"2 ROOF PLAN

D

C

B

AE-402

AE-402

AE-401

C.3

C.4

B.3

A.6

8.48.1

NORTH

59'-0"

EXISTING

BUILDING

AE-401

AE-401

EXISTING NEW

OFFICE

CHILLER PLANT

SHOWER ROOM

RESTROOM MEN

Room

CONTROL ROOM

ELECTRICAL

ROOM

ELECTRICAL

ROOM

A

B

18A

B

A

16C

16D

16E

20C

R

R8

R

R8

ELECTRICAL

ROOM

ELECTRICAL

ROOM

18B

19A

B

16F

1'-10" 23'-2" 34'-0"

59'-0"

22'-7 5/8" 36'-4 3/8"

18'-5" 4'-2 5/8"

4'-4" 6'-7"

10'-2" 13'-0"

11'-9 5/8" 11'-4 3/8" 6'-7 5/8" 27'-4 3/8"

/2

/2

/2

/2

10 10

20A

3'-0" 9'-3"

17B

AE-503

AE-503

AE-502

TYP

17A

AE-502

AE-502

AE-502

AE-502

36 37

R8

A. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE. LARGER SCALE

DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE

DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY

DISCREPANCIES OR CONFLICTS BEFORE PROCEEDING WITH THAT

PORTION OF THE WORK.

B. ALL DIMENSIONS ARE TAKEN FROM EXISTING FACE OF WALLS

C. PRIOR TO START OF ANY WORK, THE CONTRACTOR IS REQUIRED

TO VISIT THE SITE TO FAMILIARIZE THEMSELVES WITH THE

EXTENT AND NATURE OF WORK TO BE PERFORMED. EXISTING

CONDITIONS MAY SLIGHTLY VARY FROM THOSE SHOWN ON THE

DRAWINGS. THE CONTRACTOR SHALL VERIFY EXISTING

CONDITIONS, DIMENSIONS, AND MATERIALS IN THE FIELD AND

GENERATE A LIST OF DISCREPANCIES IN WRITING AND REPORT

TO THE OWNER. REFER TO SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

D. THE CONTRACTOR SHALL COORDINATE EQUIPMENT AND

MATERIAL TRAFFIC AND STORAGE WITH THE OWNER.

E. ALL ASPECTS OF CONTRACTOR STAGING AND CONSTRUCTION

PHASING SHALL BE APPROVED BY THE OWNER.

F. ALL UTILITY WORK SHALL BE COORDINATED WITH MECHANICAL,

PLUMBING, ELECTRICAL, AND FIRE PROTECTION.

G. PATCH ALL AREAS OF FIREPROOFING WHERE REMOVED FOR

INSTALLATION OF NEW WORK.

H. REMOVE (E) GYP. BD. AS NECESSARY TO INSTALL ALL DUCT,

PIPING, CONDUIT AND ACCESSORIES. REINSTALL GYP. BD. FINISH

TO MATCH EXIST. CONDITIONS AND TO VA'S ACCEPTANCE.

I. PROVIDE FIRESTOPPING AND/OR SEALANT AT ALL UNPROTECTED

PENETRATIONS AND OPENINGS IN EXISTING RATED PARTITIONS

AND FLOOR SLABS EXPOSED DURING THE CONSTRUCTION

PROJECT THAT ARE WITHIN THE PROJECT AREA.

J. THE CONTRACTOR SHALL COORDINATE ALL ROOF TOP WORK

WITH THE OWNER AND EXISTING WARRANTY INFORMATION.

K. PRIOR TO SAW CUTTING AND OR CORE DRILLING CONCRETE, THE

CONTRACTOR SHALL V-RAY USING "A MODERN DETECTION

SYSTEM" TO LOCATE REINFORCING AND OBSTRUCTIONS IN THE

CONCRETE.

L. IF ASBESTOS CONTAINING MATERIALS ARE SUSPECTED, STOP ALL

WORK IN THE AREA AND REPORT TO OWNER.

M. PROTECT ALL EXISTING CONDITIONS & EQUIPMENT DURING

CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR

PROTECTING ANY OPENINGS AND RESPONSIBLE FOR ANY

DAMAGE THAT MAY RESULT FROM SUCH OPENINGS BEING LEFT

UNPROTECTED OR THOSE THAT HAVE OCCURRED AS A RESULT

OF PROTECTING THE OPENINGS.

O. THE GC SHALL NOT SCALE PLANS.

FLOOR PLAN GENERAL NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861 design group

A u to d e s k D o c s /A

E S

U S

P ro je c ts

/6

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AE-200

LEVEL 1 ENLARGED FLOOR PLAN

MANN-GRANDSTAFF VAMC

SPOKANE, WASHINGTON

668-23-101

May 23, 2025 AESUS AESUS

CONSTRUCT CHILLER PLANT

AND COOLING TOWER

100% Construction Documents

SCALE: 1/4" = 1'-0"

LEVEL 1 - FLOOR PLAN

KEYNOTES

1 NEW 3'X7' SWING DOOR IN EXISTING BUILDING WALL. SEE DOOR SCHEDULE FOR

ADDITIONAL INFORMATION.

2 NEW HVAC EQUIPMENT, TYPICAL, AND 6" CONCRETE PAD, SEE MECHANICAL FOR

ADDITIONAL INFORMATION.

3 NEW 8'X10' ROLL UP DOOR. SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION.

4 NEW 3'X7' SWING DOOR. SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION.

5 PRE-CAST CONCRETE PANEL TO MATCH EXISTING BUILDING TEXTURE AND COLOR.

10 NEW ELECTRICAL EQUIPMENT AND 6" CONCRETE PAD, SEE ELECTRICAL FOR

ADDITIONAL INFORMATION.

11 OUTLINE OF CANOPY ABOVE

18 FUTURE HVAC EQUIPMENT LOCATION. SEE MECHANICAL FOR ADDITIONAL

INFORMATION.

19 2" EXPANSION JOINT.

21 NEW CONCRETE SLAB OVER 4" GRAVEL BASE AND VAPOR BARRIER WITH EPOXY

FINISH TYPICAL.

27 2.5 INCH FURRING STUDS AT 24" O.C WITH 5/8 GYPSUM WALL BOARD, TYPICAL.

35 COMPRESSIBLE BACKER ROD AND SEALANT TO FILL EXPANSION JOINT BETWEEN

THE EXSITING STRUCTURE AND THE NEW CONCRETE SLAB.

36 SCBA BREATHING APPARATUS, SEE MECHANICAL.

37 KEYED BOX W/BUTTON TO DISABLE REFMON STROBE & ALARM, SEE MECHANICAL.

RCP GENERAL NOTES

1. ALL CEILINGS SHALL BE 8' - 0" ABOVE FINISHED FLOOR, UNLESS NOTED

OTHERWISE. (COORDINATE WITH OWNER-FURNISHED VENDOR DRAWINGS

AND EQUIPMENT.

2. IN THE CASE OF MINOR DISCREPANCIES BETWEEN MEP AND

ARCHITECTURAL DOCUMENTS IN THE LOCATION OF CEILING MOUNTED

COMPONENTS, THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL

GOVERN. IN THE CASE OF MAJOR DISCREPANCIES, THE ARCHITECT SHALL

BE NOTIFIED AS SOON AS THE DISCREPANCY IS DISCOVERED PRIOR TO

PROCEEDING WITH THE WORK.

3. REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR MOUNTING

LOCATIONS OF ITEMS WHERE NO CEILING IS REQUIRED OR INDICATED.

4. LIGHTS, DIFFUSERS, EXIT SIGNS, SMOKE DETECTORS, SPEAKERS, STROBES

AND MISCELLANEOUS DEVICES SHALL BE CENTERED IN THE CEILING TILE IN

WHICH THEY OCCUR, UNLESS NOTED OTHERWISE.

5. ALL CORRIDOR SPRINKLER HEADS SHALL BE ALIGNED IN THE SAME

LOCATION PARALLEL TO THE WALL WITHIN EACH SPECIFIC CEILING

CONSTRUCTION. ARCHITECTURALLY SIGNIFICANT SPRINKLER HEAD

LOCATIONS MAY BE SHOWN ON REFLECTED CEILING PLAN FOR DESIGN

INTENT ONLY.

6. ACCESS DOOR LOCATIONS ARE INDICATED ON RCP'S ONLY WHERE

ARCHITECTURALLY SIGNIFICANT. REFERENCE SPECIFICATIONS AND MEP

DRAWINGS FOR OTHER ACCESS DOOR LOCATIONS. ACCESS PANELS ARE

REQUIRED IN GYP BD CEILINGS ADJACENT TO BUT NOT LIMITED TO VAV

BOXES AND CEILING MOUNTED BOOMS.

7. EXIT SIGNS ARE SHOWN ON REFLECTED CEILING PLAN ONLY WHERE

LOCATION IS ARCHITECTURAL SIGNIFICANT. CONTRACTOR TO VERIFY IN

FIELD THAT ALL EXIT SIGNS ARE VISIBLE AND NOTIFY COR IF ADDITIONAL

EXIT SIGNS NOT SHOWN ON PLAN ARE NEEDED.

8. ALL LOW VOLTAGE ELEMENTS SHALL BE REMOVED FOR THE CEILING

REPLACEMENT, TYPICAL. ALL TRIM AND FIXTURES TO BE REPLACED WITH

NEW.

CEILING LEGEND

SUPPLY AIR

RETURN AIR

2X2 ACOUSTIC CEILING TILE

EXIT SIGNS

SPRINKLER, REFER TO FIRE

SPRINKLER PLANS FOR

ADDITIONAL INFORMATION

2X2 LIGHT

EXP EXPOSED CEILING SPACE

SUSPENDED LIGHT FIXTURE

A

D

C

B

CHILLER PLANT

ELECTRICAL

ROOM

ELECTRICAL

ROOM

OFFICE

+ 8'-0"

EXP

EXP

EXP

C.3

C.4

B.3

A.6

8.48.1

ELECTRICAL

ROOM

ELECTRICAL

ROOM

EXP

EXP

EXP

1/4" = 1'-0"1 LEVEL 1 - REFLECTED CEILING PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861 design group

A u to d e s k D o c s /A

E S

U S

P ro je c ts

/6

-2

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AE-201

ENLARGED REFLECTED CEILING

PLAN

MANN-GRANDSTAFF VAMC

SPOKANE, WASHINGTON

668-23-101

May 23, 2025 JS XL/MP

CONSTRUCT CHILLER PLANT

AND COOLING TOWER

100% Construction Documents

LEVEL 1

100'-0"

ROOF

116'-2"

Level 1 0' - 0"

Mezzanine 12' - 0"

Level 2 16' - 2"

High Roof 28' - 4 1/2"

EXISTING NEW

AE-402

A

22 14

8.48.1

TOP OF BEAMS @

PLATFORM

121'-5"

AE-502

AE-502

AE-502

L1-1

EQ EQ

36 37

38 39

LEVEL 1

100'-0"

ROOF

116'-2"

AD C B

EXISTING BUILDING

AE-402

18 6 6 6

E

D

C

C.3C.4 B.3 A.6

F

TOP OF BEAMS @

PLATFORM

121'-5"

AE-502

AE-502

LEVEL 1

100'-0"

ROOF

116'-2"

8 79

AE-402

EXISTINGNEW

B

A

8.4 8.1

TOP OF BEAMS @

PLATFORM

121'-5"

AE-502

AE-502

AE-502

L1-2

EQ EQ

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861 design group

A u to d e s k D o c s /A

E S

U S

P ro je c ts

/6

-2

-1

C o n s tr u c t c h ill e r p la n t a n d c o o lin g t o w e r.

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AE-401

BUILDING ELEVATIONS

MANN-GRANDSTAFF VAMC

SPOKANE, WASHINGTON

668-23-101

May 23, 2025 AESUS AESUS

CONSTRUCT CHILLER PLANT

AND COOLING TOWER

100% Construction Documents

1/8" = 1'-0"1 EAST ELEVATION

1/8" = 1'-0"2 NORTH ELEVATION

Revisions: Date:

1/8" = 1'-0"3 WEST ELEVATION

KEYNOTES

3 NEW 8'X10' ROLL UP DOOR. SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION.

5 PRE-CAST CONCRETE PANEL TO MATCH EXISTING BUILDING TEXTURE AND COLOR.

6 NEW COOLING TOWER, SEE MECHANICAL FOR ADDITIONAL INFORMATION.

7 NEW CANOPY, GUTTERS, AND DOWNSPOUTS.

12 PANEL JOINT, TYP.

13 NEW CONT. PARAPET CAP TO MATCH EXISTING BUILDING FINISH AND COLOR

14 ROOF MOUNTED CATWALK, SEE STRUCTURAL FOR ADDITIONAL INFORMATION.

18 FUTURE HVAC EQUIPMENT LOCATION. SEE MECHANICAL FOR ADDITIONAL

INFORMATION.

19 2" EXPANSION JOINT.

22 PROVIDE AND INSTALL PRE-MANUFACTURED STAIR, LANDING, AND GUARDRAILS

(PHP OR EQUIVALENT) WITH ISOLATION PADS. LAYOUT ISOLATION PADS

ACCORDING TO THE FOOTPRINT OF STAIRS AND LANDING. GC TO CONFIRM FIELD

CONDITIONS AND PROVIDE SITE SPECIFIC SHOP DRAWINGS FOR REVIEW.

23 NEW 36" HIGH GUARDRAIL, PAINTED.

36 SCBA BREATHING APPARATUS, SEE MECHANICAL.

37 KEYED BOX W/BUTTON TO DISABLE REFMON STROBE & ALARM, SEE MECHANICAL.

38 SPEAKER, SEE MECHANICAL.

39 STROBE, SEE MECHANICAL.

T ectonic Cop yright 2007

T.O. EQUIPMENT

44'-2"

T ectonic Copyrig ht 2007

LEVEL 1

100'-0"

ROOF

116'-2"

A DCB

66 6 18

CHILLER PLANT

2 2

14 14

AE-402

AE-402

MIRR./SIM.

C.3 C.4B.3A.6

TOP OF BEAMS @

PLATFORM

121'-5"

LEVEL 1

100'-0"

ROOF

116'-2"

7 9

CHILLER PLANT

EXISTING

BUILDING

ELECTRICAL

ROOM

EXISTING NEW

EXISTING

BUILDING

STACK

AE-402

AE-402

8.48.1

TOP OF BEAMS @

PLATFORM

121'-5"

LEVEL 1

100'-0"

ROOF

116'-2"

Mezzanine 112'-0"

MEMEBRANE

ROOFING WITH R-38

RIGID INSULATION ON

COMPOSITE METAL

DECK, SEE

STRUCTURAL

INSULATED CONCRETE

PANELS PER

STRUCTURAL,

EXTERIOR FINISH TO

MATCH EXISTING

ADJACENT STRUCTURE

FLOOR SLAB PER

STRUCTURAL

WATER PROOFING

SUBGRADE

COILING OVERHEAD

DOOR ASSEMBLY

TOP OF BEAMS @

PLATFORM

121'-5"

MIRR. IMAGE

AE-503

AE-503

MIRR. SIM

MIRR. SIM

AE-502

LEVEL 1

100'-0"

ROOF

116'-2"

T.O.F 98'-0"

Mezzanine 112'-0"

MEMEBRANE ROOFING WITH

R-38 RIGID INSULATION ON

COMPOSITE METAL DECK,

SEE STRUCTURAL

WALL OF EXISTING BUILDING

FLOOR SLAB PER

STRUCTURAL

8.1

TOP OF BEAMS @

PLATFORM

121'-5"

AE-503

LEVEL 1

100'-0"

ROOF

116'-2"

D

Mezzanine 112'-0"

WATER PROOFING

CURB PER CIVIL

SUBGRADE

RIVERROCK PER CIVIL

INSULATED CONCRETE

PANELS PER

STRUCTURAL, EXTERIOR

FINISH TO MATCH

EXISTING ADJACENT

STRUCTURE

FLOOR SLAB PER

STRUCTURAL

MEMEBRANE ROOFING

WITH R-38 RIGID

INSULATION ON

COMPOSITE METAL DECK,

SEE STRUCTURAL

STEEL FRAMING PER

STRUCTURAL

MIRR. IMAGE

AE-503

AE-503

AE-502

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861 design group

A u to d e s k D o c s /A

E S

U S

P ro je c ts

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AE-402

BUILDING SECTIONS

MANN-GRANDSTAFF VAMC

SPOKANE, WASHINGTON

668-23-101

May 23, 2025 AESUS AESUS

CONSTRUCT CHILLER PLANT

AND COOLING TOWER

100% Construction Documents

Revisions: Date:

1/8" = 1'-0"1 BUILDING SECTION

1/8" = 1'-0"2 BUILDING SECTION

KEYNOTES

2 NEW HVAC EQUIPMENT, TYPICAL, AND 6" CONCRETE PAD, SEE MECHANICAL FOR

ADDITIONAL INFORMATION.

3 NEW 8'X10' ROLL UP DOOR. SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION.

6 NEW COOLING TOWER, SEE MECHANICAL FOR ADDITIONAL INFORMATION.

7 NEW CANOPY, GUTTERS, AND DOWNSPOUTS.

9 NEW TPO ROOF

10 NEW ELECTRICAL EQUIPMENT AND 6" CONCRETE PAD, SEE ELECTRICAL FOR

ADDITIONAL INFORMATION.

13 NEW CONT. PARAPET CAP TO MATCH EXISTING BUILDING FINISH AND COLOR

14 ROOF MOUNTED CATWALK, SEE STRUCTURAL FOR ADDITIONAL INFORMATION.

18 FUTURE HVAC EQUIPMENT LOCATION. SEE MECHANICAL FOR ADDITIONAL

INFORMATION.

19 2" EXPANSION JOINT.

20 NEW STRUCTURAL COLUMN, TYPICAL, SEE STRUCTURAL FOR ADDITIONAL INFO.

21 NEW CONCRETE SLAB OVER 4" GRAVEL BASE AND VAPOR BARRIER WITH EPOXY

FINISH TYPICAL.

24 EXISING FOOTER/FOUNDATION, TYPICAL.

25 NEW FOOTER/FOUNDATION, TYPICAL. SEE STRUCTURAL.

SCALE: 1/2" = 1'-0"4 Section 18 - Callout 1 SCALE: 1/2" = 1'-0"5 Section 18 - Callout 2

SCALE: 1/2" = 1'-0"3 BUILDING SECTION - Callout 1

MIRR. SIM.

MIRR. SIM.

2" 5/8"

P A

R T

N

S C

H E

D

/2

/1

/1

V A

R

IE

S

APPLIED STOP

AT GLAZING

TYPICAL - HOLLOW METAL

DOUBLE EGRESS

CASE OPENING

MUNTIN

BORROWED LITE

2 5/8"

P A

R T

N

S C

H E

D

/2

1 3/8" 5/8"5/8"

E Q

E Q

/1

P A

R T

N

S C

H E

D

/2 " 2" 2" 1/2"

APPLIED

STOP AT

GLAZING

2" 5/8"

P A

R T

N

S C

H E

D

/2

APPLIED

STOP AT

GLAZING

TYPICAL - ALUMINUM

1 1/2"

/4

P A

R T

N

S C

H E

D

1 BORROWED LITES 3 SAFETY GLASS LOCATIONS 7 DOOR LEGEND

NOTE:

NOT ALL CONDITIONS SHOWN BELOW ARE APPLICABLE TO THE SCOPE OF WORK.

GLASS SCHEDULE

GLASS PRODUCT SCHEDULE FOR WALLS AND DOORS

NP - NOT PERMITTED

A - ACCEPTABLE

NR - NOT RECOMMENDED

FIRE -RATED

NON-FIRE -RATED

SAFETY NOT REQUIRED

SAFETY NOT REQUIRED

SAFETY REQUIRED

SAFETY REQUIRED

NP

NP

NP

A A A A

A

AA

A

NP NP

NP NP NP

NP

NR

NR

A N

N E

A L

E D W

IR

E

D

T E

M P

E R

E D L A

M

IN

A T

E D F

IR

E

R

A T

E D

SAFETY GLAZING (SG) IS REQUIRED FOR

WET AREAS CLOSE PROXIMITY TO DOORS GLAZED OPENINGS IN

DOORS

STANDING SURFACE

SG SG

ANY GLASS AROUND

THESE AREAS AT 60" OR

LESS ABOVE THE

STANDING SURFACE IS TO

BE SAFETY GLASS

SG

SAFETY GLASS IS TO BE

USED FOR ALL DOORS AT

HOT TUBS, WHIRLPOOLS,

SAUNAS, STEAM ROOMS,

BATH TUBS OR SHOWERS

SG

SG

SG

SG

SG

SG

SG

SG

SG

SG

SG

SG

24"

" 24"

DOOR NOTES

1. CONTRACTORS TO USE THE ARCHITECT'S FLOOR PLAN DESIGNATION DOOR NUMBER IN ADDITION TO THE ROOM NUMBER ON ALL SHOP DRAWING

SCHEDULE SUBMITTALS.

DOOR TYPESVISION PANELS, LOUVER TYPES, AND ACCESSORIES

DOOR AND BORROWED LITE FRAME TYPES SCALE: 1" = 1' - 0"

DOOR PLAN DESIGNATION

SUFFIX FOR MULTIPLE

DOORS AT A ROOM

DOOR NUMBER SAME

AS ROOM NUMBER

4" MIN

6" PREFERRED

OPENING MIN CLEAR

1' - 6" (PULL SIDE)

CLOSER AND LATCH

1' - 0" (PUSH SIDE) MIN

CLEAR IF DOOR HAS

DOOR OPENING LOCATION

A. DOORS SHOWN ADJACENT TO A FLANKING WALL OR OTHER FIXED OBSTRUCTION, SHALL BE LOCATED AS SHOWN ABOVE.

B. OTHER LOCATIONS SHALL BE ON CENTERLINE OF ROOM OR AS SPECIFICALLY DIMENSIONED.

(1) ALIGN TOP OF BL WITH ADJACENT DOOR FRAMES UNO.

(2) MAXIMUM DIMENSION IS 8' - 0".

(3) THE MAXIMUM AREA OF ANY SINGLE PANE OF WIRE GLASS IS 1296 SQ IN.

2 EXTERIOR LOUVER SCHEDULE

DOOR FIRE RATING

101X

VISION PANEL

OR LOUVER

ACCESSORY

LOCATION OF

HOLD OPEN

SYMBOL, IF

APPLICABLE

4 DOOR LEGEND

DOOR NOTES

1. CONTRACTORS TO USE THE ARCHITECT'S FLOOR PLAN DESIGNATION DOOR NUMBER IN ADDITION TO THE ROOM NUMBER ON ALL SHOP DRAWING

SCHEDULE SUBMITTALS.

5 CONTROL JOINT AT DOOR FRAMES

SINGLE DOORS

ALIGN WITH

EDGE OF DOOR

FRAME

CORNER ON

HINGE SIDE

DOUBLE DOORS

ALIGN WITH

EDGE OF DOOR

FRAME

CORNER

RATED

60/90

100 SQ IN MAX

6" 3"

M A

X

NON-RATED

OR

RATED 20/45 MIN

MIN

6"

X

M

IN6

Y

RATED

20/45 MIN

X

M A

X

Y

1296 SQ IN MAX

6" 6"

* - NOT ALLOWED AT SHOWER ENCLOSURES

SINGLE DOORS

4' X 8' GYP BD

PANEL

CONFIGURATION

DOUBLE DOORS

6 GYPSUM BD CONFIGURATION AT DOORS

BOTTOM OF

STRUCTURE

4' X 8' GYP BD

PANEL

CONFIGURATION

BOTTOM OF

STRUCTURE

V A

R

IE

S

V A

R

IE

S

V A

R

IE

S

EXTEND CJ TO

BOTTOM OF

STRUCTURE AT

RATED WALLS 4"

ABOVE CEILINGS AT

NON-RATED WALLS

CASED OPENING

ALIGN WITH

EDGE OF

CASED

OPENING

EXTEND CJ TO

BOTTOM OF

STRUCTURE AT

RATED WALLS 4"

ABOVE CEILINGS AT

NON-RATED WALLS

EXTEND CJ TO

BOTTOM OF

STRUCTURE AT

RATED WALLS 4"

ABOVE CEILINGS AT

NON-RATED WALLS

LOCATION OF

POWER

OPERATION

SYMBOL, IF

APPLICABLE

DOOR DEVICE

SYMBOL

SYMBOL

LOCATED ON

SIDE OF DOOR

DEVICE TO BE

INSTALLED

SYMBOL

LEGEND

SECURITY DEVICE

PROXIMITY

SENSOR

DELAYED EGRESS

FREE EGRESS

POWER

OPERATOR

HOLD OPEN

PUSH PLATE

BL1

BORROWED LITE (BL)

4' - 0"

FIN. FL.

L1

L1-1

NUMBERTYPE

RO, MO

R O

M

O

MO

3' - 0"

M O

W

2' - 11 1/2"

H

/2

PROVIDE SHIM SPACE

AROUND FRAME

F R

A M

E H

E

IG

H T

H

WIDTH (W)

FRAME

FIN. FL.

L1-2

A1 A2

FLUSH

SINGLE

FLUSH

DOUBLE

B1

ROLL-UP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861 design group

MES GROUP, INC

550 North Reo Street Tampa, FL, 33609 813-289-4700 David Keith

A u to d e s k D o c s /A

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AE-500

DOOR, SAFETY GLAZING AND

LOUVER INFORMATION

MANN-GRANDSTAFF VAMC

SPOKANE, WASHINGTON

668-23-101

May 23, 2025 Checker Author

CONSTRUCT CHILLER PLANT

AND COOLING TOWER

100% Construction Documents

Revisions: Date:

DOOR SCHEDULE

D O

O R

N U

M B

E R

W

ID

T H

H E

IG

H

T

D O

O R

T Y

P E

D O

O R

M A

T E

R

IA

L

F R

A M

E T

Y P

E

F R

A M

E F

IN

IS

H

C A

R D

R E

A D

E R

D O

O R

R A

T

IN

G

V

IS

IO

N

P A

N E

L

L O

U V

E R

T Y

P E

H A

R D

W A

R E

K ic k P la te

A rm o r

P la te

C O

M M

E N

T S

16A 3'-0" 7'-0" A1 HM MTL PTD Y - 2 HW-E4 -

16B 3'-0" 7'-0" A1 HM MTL PTD Y - 2 HW-E4 -

16C 8'-0" 10'-0" MTL MTL - - MOTORIZED OPENER

16D 8'-0" 10'-0" MTL MTL - - MOTORIZED OPENER

16E 8'-0" 10'-0" MTL MTL - - MOTORIZED OPENER

16F 8'-0" 10'-0" MTL MTL - - MOTORIZED OPENER

17A 3'-0" 7'-0" A1 HM MTL PTD 90 - HW-3E -

17B 3'-0" 7'-0" A1 HM MTL PTD - 3 HW-3E -

18A 3'-0" 7'-0" A1 HM MTL PTD 90 - HW-12J -

18B 3'-0" 7'-0" A1 HM MTL PTD 90 - HW-12J -

19A 3'-0" 7'-0" A1 HM MTL PTD - - HW-12J -

19B 3'-0" 7'-0" A1 HM MTL PTD 90 - HW-12J -

20A 3'-0" 7'-0" A1 HM MTL - 180 - HW-12J -

20B 6'-0" 7'-0" A2 HM MTL PTD - - HW-E9

20C 3'-0" 7'-0" A1 HM MTL PTD 180 - HW-12J -

21A 6'-0" 7'-0" A2 HM MTL PTD Y - 2 HW-E9 -

Grand total: 16

B1

B1

B1

PTD

B1

PTD

PTD

PTD

HW-E5

HW-E5

HW-E5

HW-E5

PTD

SEALANT, TYPICAL @

PERIMETER EACH SIDE

HOLLOW METAL FRAME, W/

SOUND ATTENUATION BATTS

DOOR AS SCHEDULED

2"2"

CMU WALL SEE

STRUCTURAL DRAWINGS

FOR SIZE AND REINFORCING

/4

SEALANT, TYPICAL @

PERIMETER EACH SIDE

HOLLOW METAL

FRAME, W/ SOUND

ATTENUATION BATTS

DOOR AS SCHEDULED

2"

/4

FURRING WALL

WHERE OCURS

ALUM TRIM, TYP

BLAST DOOR PER

SCHEDULE

BACKER ROD &

SEALANT @

PERIMETER, TYP

DRIP EDGE

ATTACK

SIDE

SECURE

SIDE

/8

PRE-FIN. ALUM. FLASHING

W/ DRIP EDGE

ALUM TRIM, TYP

BLAST DOOR PER

SCHEDULE

ATTACK

SIDE

SECURE

SIDE

2 7/8"

ATTACK

SIDE

SECURE

SIDE

BLAST DOOR, AS

SCHEDULED

THRESHOLD, ANCHOR TO

FLOOR, SEALANT @ FLOOR

AS REQUIRED

/4

FLASHING

WEATHER STRIP

STEEL GUSSET

ANGLE AND PLATE

CONTINUOUS

STEEL CLIP ANGLE

SCREEN

LOUVER BLADE

CONCRETE WALL

PER STRUCTURAL

CONTINUOUS SEALANT

SEALANT, TYPICAL @

PERIMETER EACH SIDE

HOLLOW METAL FRAME, W/

SOUND ATTENUATION BATTS

2"

CONCRETE WALL SEE

STRUCTURAL DRAWINGS

FOR SIZE AND REINFORCING

/4

3/8" LAM GLASS BOTH SIDES

STEEL GUSSET

ANGLE AND PLATE

CONTINUOUS

STEEL CLIP ANGLE

SCREEN

LOUVER BLADE

CONCRETE WALL

PER STRUCTURAL

5"

PRE-FIN. PAN

FLASHING W/ END

DAMS & DRIP EDGE

SET IN FULL BED OF

SELANT

3" = 1'-0"07 BLAST DOOR HEAD

3" = 1'-0"06 BLAST DOOR JAMB

3" = 1'-0"01 TYP. INTERIOR DOOR JAMB/HEAD

3" = 1'-0"02 TYP. INTERIOR BORROWED LITE JAMB/HEAD

3" = 1'-0"03 TYP. JAMB/HEAD

3" = 1'-0"04 TYP LOUVER JAMB

3" = 1'-0"05 BLAST DOOR SILL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861 design group

A u to d e s k D o c s /A

E S

U S

P ro je c ts

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AE-501

DOOR & WINDOW DETAILS

MANN-GRANDSTAFF VAMC

SPOKANE, WASHINGTON

668-23-101

May 23, 2025 JS XL

CONSTRUCT CHILLER PLANT

AND COOLING TOWER

100% Construction Documents

Revisions: Date:

3" = 1'-0"08 TYP LOUVER SILL

TYPE "R"

MORTAR JOINT

7 5/8" 3 HOURN/A 7 5/8"

SOLID ONLY.

SEE TABLE

721.3.2

CMU

LINE OF CEILING

MF05

LINE OF

STRUCTURE

REFER TO

PARTITION

HEAD

DETAILS

PROVIDE BACKER

ROD AND SEALANT AT

MOST VISIBLE FACE

MF04

NON RATED

CONDITIONLINE OF

STRUCTURE

NOTE:

ACTUAL BLOCK WIDTH/THICKNESS AS SHOWN

BELOW IS GREATER THAN THE MINIMUM REQUIRED

EQUIVALENT THICKNESS. SEE TABLE 721.3.2 OF THE

IBC FOR THE MINIMUM REQUIRED EQUIVALENT

THICKNESS.

R8

FLOOR PLAN

DESIGNATION

NO SOUND

ATTENUATION

FLOOR PLAN

DESIGNATION

WITH SOUND

ATTENUATION

CMU

WIDTH

PART

WIDTH

FIRE

RATING REMARKS

FOR RATED CONDITIONS ONLY

LINE OF

STRUCTURE

FILL CMU SOLID WITH CONCRETE, YIELDING

EQUIVALENT THICKNESS OF 7 5/8", REF.

TABLE 721.1(2) IBC.

E Q

E Q

AE-502

1 1/2" OD VERTICAL PIPE

1 1/2" OD PIPE GUARDRAIL

1 1/2" OD VERTICAL POST

CHANNEL PER STRUCTURAL

PRECAST CONCRETE

PANEL PER STRUCTURAL

CONTINUOUS SEALANT

REGLET AND

COUNTERFLASHING

METAL DECK AS

SPECIFIED

STRUCTURAL FRAMING

SIDE WALL FLASHING

MIN

1 1/2" EQ EQ

STAINLESS STL 1 1/2" OD METAL

HANDRAIL

/2

1/2" WELD HANDRAIL BRACKET @ EVERY

RAILING POST

RAILING POST, 4' OC

PARAPET CAP ASSEMBLY,

REF. DETAIL 8-A502 FOR

SPLICE CONDITION

CONCRETE PARAPET WALL

TPO ROOFING

MEMBRANE, TERMINATE

PER MFR'S. SPEC

REGLET AND

COUNTERFLASHING

CLEAT OF

PARAPET CAP

ASSEMBLY, TYP

P.T. WOOD

BLOCKING, TYP

CONTINUOUS

BACKER ROD AND

SEALANT

SEE STRUCTURAL

FOR CONNECTION

DETAILS

/4

/2

/4

3/4"

/4

/2

/4

3/4"

6" M

IN

L

AP

1/2 " G

AP

12'-0 " M

AX

LENGTH E

ACH

PIE

CE

OF C

OPIN

G C

AP

SHEET METAL COPING

CAP

SHEET METAL CONCEALED

PLATE SET IN SEALANT ON

EACH SIDE

TWO ROWS OF SEALANT

EACH SIDE BETWEEN

CONCEALED PLATE AND

COPING

SEALANT

FLASHING MEMBRANE

GALVANIZED CONDUIT (PVC

NOT ALLOWED)

STAINLESS STEEL DRAW

BAND

STRUT BASED SUPPORTS AT

10'-0" OC MAX

BACKER ROD

LOCATE AIR TERMINAL

PENETRATION IN FLAT AREA

BETWEEN REGLET AND

COPING. ADHERE A STRIP

OF ROOFING MEMBRANE AT

SUPPORT LOCATIONS. SEAL

FASTENER PENETRATIONS

WITH LIQUID

WATERPROOFING

LOCATE CONDUCTOR WIRE

IN FLAT AREA BETWEEN

REGLET AND COPING.

FASTEN WIRE WITH

BRACKETS SEAL FASTENER

PENETRATIONS WITH LIQUID

WATERPROOFING

NOTE: DO NOT INSTALL AIR TERMINALS ON TOP SIDE OF

COPING.

AIR TERMINAL

REGLET AND

COUNTERFLASHING

CONCRETE ROOF DECK

CONT 12" WIDE 20 GA GALV

SHEET METAL BACKER PLATE

ROOF SYSTEM

CONTINUOUS STRIPS OF

SELF-HEALING, SELF-

ADHERING MEMBRANE

FLASHING

20 GA GALVANIZED

FLASHING

WIND CLIPS AT

EACH CORNER

SEALANT: TOOL TO

FACILITATE WATER RUN

OFF

3 5/8" 20 GA STL STUDS

W/ 5/8" ROOF COVER

BOARD

TERMINATION BAR

CONT 4" WIDE 22 GA

GALV PLATE

BATT INSULATION

20 GA GALVANIZED

COUNTERFLASHING

STEEL BEAM, REF.

STRUCTURAL DWGS.

CONSTRUCTION

SPECIALTIES SF200

E. J. COVER OR

EQUAL

FACTORY FABRICATED

MITER

EXIST. PARAPET

NEW PARAPET

SECONDARY SEAL

TO FINISH WITHIN

BASE CLOSURE

FIELD FORMED

FLEXIBLE BASE

CLOSURE AT JOINT END

PRIMARY SEAL TO

FINISH 1/8" SHORT OF

BASE CLOSURE TO

ALLOW FOR DRAINAGE

CONSTRUCTION SPECIALTIES

SF-200 EXPANSION JOINT COVER

OR EQUAL, INSTALL PER MFR.

SPECS.

FACTORY FABRICATED

ROOF COVER TO WALL

COVER TRANSITION

FIELD SPLICE

CONSTRUCTION

SPECIALTIES

SF200 E. J. COVER

OR EQUAL

FACTORY FABRICATED

MITER

CONSTRUCTION SPECIALTIES

SF200 E. J. COVER OR EQUAL,

MOUNT INSIDE OF VERTICAL

TRANSITION OF BELLOWS

FEILD TRIM SF200 OR

EQ. TO FIT AROUND

PROFILE OF BELLOWS

BRJW200 ROOF COVER

EXIST. PARAPETNEW PARAPET

FIELD APPLY EPOXY

ADHESIVE EACH SIDE

CONSTRUCTION SPECIALTIES

HB200 EXPANSION JOINT COVER

OR EQUAL, INSTALL PER MFR.

SPECS.

EXISTING WALL PER

PLANS

NEW WALL PER PLAN

2" EXPANSION JOINT

6" = 1'-0"02 HANDRAIL SECTION @ GUARDRAIL

1 1/2" = 1'-0"01 GUARDRAIL SECTION

3" = 1'-0"07 PARAPET CAP

3" = 1'-0"04 TYPICAL RUSTICATION JOINT

3" = 1'-0"05 TYPICAL PANEL JOINT

3" = 1'-0"03 CANOPY @ EXTERIOR WALL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architecture, Engineering, and, Sustainable DesignAESUS 1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 454-2861 design group

A u to d e s k D o c s /A

E S

U S

P ro je c ts

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AE-502

WALL TYPES & DETAILS

MANN-GRANDSTAFF VAMC

SPOKANE, WASHINGTON

668-23-101

May 23, 2025 JS XL

CONSTRUCT CHILLER PLANT

AND COOLING TOWER

100% Construction Documents

Revisions: Date:

3" = 1'-0"09 INTERIOR PARTITION TYPE

1 1/2" = 1'-0"15 FLASHING BOOT @ COOLING TOWER SUPPORT

3" = 1'-0"08 COPING CAP WITH CONCEALED PLATE

3" = 1'-0"11

LIGHTNING PROTECTION AIR

TERMINAL SUPPORT DETAIL AT PARAPET

1 1/2" = 1'-0"10

LIGHTNING PROTECTION

PENETRATION DETAIL

SCALE: 6" = 1'-0"12 TYPICAL E. J.