Attachment 3 - 2024-02-15 IFC DWGS - VNCVR HVAC FCA.pdf

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648-20-117 Correct FCA HVAC Deficiencies Bldg 2 Laundry Warehouse
Solicitation number
36C26025R0015
Issued by

About this file

This file contains architectural and mechanical drawings for correcting HVAC deficiencies in Building 2 (Laundry/Warehouse) at the VA Portland Healthcare System's Vancouver campus. The drawings detail the demolition and new installation of HVAC equipment including air handling units (AHUs), exhaust fans, return fans, pumps, and associated electrical work.

The drawings show detailed plans for replacing multiple air handling units (AH-1 through AH-9), exhaust fans (EF-6, EF-7), return fans (RF-1 through RF-4), and chilled water pumps (CHP-1, CHP-2). The electrical drawings indicate new panel installations and power connections required for the equipment upgrades. The mechanical drawings include equipment schedules, system zone plans, airflow balancing diagrams, and detailed installation specifications for ductwork, piping, and controls. The work spans multiple areas including the laundry processing area, warehouse space, mechanical rooms, and roof level of Building 2. Specific technical requirements are provided for equipment sizing, locations, connections, and control integration.

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PROJECT LOCATION

LOCATION ON CAMPUS

PRINCIPAL IN CHARGE: Blue Trident, LLC Emmanuel (Manny) Bautista, PE*, F.SAME (206) 972-0645 PROJECT MANAGER: Blue Trident, LLC Lauri Strauss, AIA, LEED AP BD&C (907) 317-5040 ARCHITECT: Blue Trident, LLC Lauri Strauss, AIA, LEED AP BD&C (907) 317-5040 STRUCTURAL ENGINEER: SCBC Engineering, PLLC Brian Moll, PE, SE (206) 351-2217 MECHANICAL ENGINEER: Notkin P2S, inc Peter Eberle, PE (425) 387-4179 ELECTRICAL ENGINEER: SAZAN Group Daniel Touger, PE (503) 416-2082 MECHANICAL SPECIALIST Blue trident, LLC Wade Botting (425) 408-1200 COST ESTIMATOR: OCMI Conor Clark (206) 395-9738

PROJECT TEAM

BUILDING FOOTPRINT

N

WAREHOUSELAUNDRY

1. COORDINATE WITH ALL PLANS FOR CLARIFICATIONS OF

DEMOLITION SCOPE PRIOR TO PROCEEDING.

2. FIELD VERIFY AREA OF WORK. NOTIFY RESIDENT

ENGINEER IMMEDIATELY OF ANY DISCREPANCIES

BETWEEN DEMOLITION PLAN AND FIELD CONDITIONS.

3. ALL DEMOLISHED ELECTRICAL DEVICES, HVAC

DEVICES, AND PLUMBING LINES NOT BEING REUSED TO BE

REMOVED AND TERMINATED AT THEIR SOURCE.

REFERENCE MECHANICAL (M) AND ELECTRICAL (E)

DRAWING SHEETS FOR INFO.

4. FIRE SPRINKLER SYSTEM AND LIFE SAFETY SYSTEM TO

REMAIN OPERATIONAL DURING CONSTRUCTION.

5. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN.

PATCH AND REPAIR ALL DAMAGE DUE TO DEMOLITION

AND/OR NEW WORK. PREPARE SURFACES TO RECEIVE

NEW FINISHES IN ACCORDANCE WITH MANUFACTURE'S

RECOMMENDATIONS. ALL DAMAGE CAUSED BY THE

CONTRACTOR, WHETHER RELATED TO DEMOLITION OR

NEW CONSTRUCTION, SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE TO MATCH EXISTING ADJACENT

FINISH CONDITION. THIS INCLUDES AREAS OF THE

BUILDING RELATED TO THE PROJECT BUT NOT DIRECTLY

IN THE SCOPE OF WORK, SUCH AS LAY-DOWN AREAS,

STORAGE AREAS, AND AREAS WHERE MOVEMENT OF

EQUIPMENT AND MATERIALS TAKES PLACE.

1. THESE DRAWINGS ARE SUPPLIED TO THE CONTRACTOR AND

OTHERS FOR THEIR USE FOR THIS SPECIFIC PROJECT.

2. THE ORGANIZATION OF DOCUMENTS ARE NOT INTENDED TO

CONTROL THE DIVISION OF WORK. DIVISION OF WORK SHALL BE

THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

3. DIMENSIONS ARE TO FACE OF FINISH AT EXISTING REMAINING

WALLS, FACE OF STUD AT NEW WALLS, OR CENTERLINE OF

COLUMNS, UNLESS OTHERWISE NOTED.

4. CONTRACTOR SHALL VERIFY DIMENSIONS, REQUIRED

CLEARANCES, AND POWER AND HVAC REQUIREMENTS FOR ALL

ITEMS. NOTIFY RESIDENT ENGINEER OF ANY DISCREPANCIES

PRIOR TO COMMENCEMENT OF WORK.

5. DO NOT SCALE DRAWINGS; VERIFY ALL DIMENSIONS PRIOR TO

CONSTRUCTION.

6. VERIFY ALL ROUGH IN DIMENSIONS FOR HVAC ITEMS AND

ELECTRICAL APPURTENANCES.

7. FIRE PROTECTION SYSTEM MUST REMAIN FULLY OPERATIONAL

DURING CONSTRUCTION.

8. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE

DONE TO SPRINKLER HEADS OR OTHER SYSTEM

APPURTANENCES DURING CONSTRUCTION. CONTRACTOR IS

RESPONSIBLE FOR RELOCATION OF HEADS REQUIRED TO BE

MOVED FOR NEW CONSTRUCTION. A LICENSED FIRE PROTECTION

CONTRACTOR SHALL BE RETAINED FOR ALL WORK TO BE DONE

ON THE FIRE PROTECTION SYSTEM.

9. A RATED CONSTRUCTION BARRIER MUST BE PROVIDED

UNLESS THE AUTHORITY HAVING JURISDICTION (VISN SAFETY

ENGINEER) CONCURS THAT THE CONSTRUCTION WORK IS NO

MORE HAZARDOUS THAN NORMAL OPERATIONS. EXISTING WALLS

CREDITED AS PART OF A RATED CONSTRUCTION BARRIER MUST

BE CONFIRMED TO EXTEND TO THE DECK ABOVE WITH ALL

PENETRATIONS FIRESTOPPED. IF WALL UPGRADES ARE

REQUIRED TO ESTABLISH THE RATED CONSTRUCTION BARRIER,

IDENTIFY THIS WORK ON THIS DRAWING.

(ICRA BARRIER REQUIREMENTS ARE DETERMINED BY THE

MEDICAL CENTER’S INFECTION CONTROL PROCESS.)

THE RATED BARRIER REQUIREMENT CAN BE ELIMINATED IF THE

SPRINKLERS IN THE CONSTRUCTION AREAS REMAIN IN SERVICE,

BUT CEILING REMOVAL WOULD RENDER THEM INEFFECTIVE SUCH

THAT TEMPORARY UPRIGHT SPRINKLERS WOULD HAVE TO BE

INSTALLED IF CEILING REMOVAL LASTS MORE THAN A SHIFT.

10. MATERIALS SUSPECTED TO CONTAIN ASBESTOS SHALL BE

TESTED BEFORE DEMOLITION BY THE CONSTRUCITON

CONTRACTOR. CONTRACTOR TO INCLUDE THIS COST IN THEIR

BID AND PERFORM PER THE CONTRACT DOCUMENTS.

11. CONTRACTOR SHALL PATCH AND REPAIR ALL FINISHES

WHERE DEMOLITION AND/OR NEW WORK IS TAKING PLACE. THIS

INCLUDES WALL SUBSTRATES AND FINISHES, CEILING MATERIALS

AND FINISHES, AND FLOOR SUBSTRATES AND FINISHES. WHERE

NOT INDICATED OTHERWISE, REPAIR SHALL MATCH ADJACENT

SUBSTRATE, MATERIALS, TEXTURE, PATTERN, COLOR, AND

FINISH. WHERE PATCHED AREA FINISHES DO NOT MATCH

EXACTLY, THE ENTIRE AREA SHALL BE REPAIRED / REPLACED /

REFINISHED TO PROVIDE A UNIFORM FINISH.

PHASING PLAN:

BUILDING WILL REMAIN OCCUPIED WHILE THE VA PERFORMS

NORMAL BUSINESS OPERATIONS THOUGHOUT THE DURATION

OF THIS PROJECT. MOST SCOPE ITEMS WILL NOT REQUIRE

SPECIFIC PHASING AS THEY CAN BE DONE WITHOUT

INTERRUPTING THE OPERATION OF THE FACILITY.

CONTRACTOR IS RESPONSIBLE TO PERFORM ALL WORK SO THE

NORMAL BUSINESS OPERATIONS CAN OCCUR UNIMPEDED.

CONTRACTOR IS RESPONSIBLE TO PERFORM ALL WORK SO THE

FIRE AND LIFE SAFETY DEVICES REMAIN FUNTIONAL.

LAUNDRY:

AHU -3 WILL BE THE MOST COMPLICATED UNIT TO REPLACE AS

THE LAUNDRY OPERATIONS ARE DEPENDENT ON THAT UNIT.

THERE ARE SEVERAL WAYS TO REPLACE THAT UNIT. THE

DESIGNERS OF THIS PROJECT, IN COLLABORATION WITH THE

VA, HAVE PROPOSED THE FOLLOWING PHASING. THE GC MAY

PROPOSE OTHER PHASING OPTIONS FOR CONSIDERATION BY

THE VA.

REMOVE EXISTING UNIT AND INSTALL NEW UNIT IN SAME PLACE

(W/ TEMP AHU)

PROVIDE TEMPORARY AIR HANDLER LOCATED OUTSIDE IN

LOCATION DIRECTED BY THE VA.

CONNECT TEMP AHU TO EXISTING DUCTWORK. (THIS

SHOULD BE PLANNED TO BE DONE AFTER HOURS OF

OPERATION FOR MINIMAL DISRUPTION.)

REMOVE AND SALVAGE OTHER APPURTENANCES IN

FRONT OF THE EXTERIOR DOUBLE DOOR.

INSTALL NEW UNITS IN MECHANICAL ROOM.

REINSTALL SALVAGED PIECES.

REMOVE TEMPORARY AHU CONNECTIONS AND CONNECT

NEW UNIT. (THIS SHOULD BE PLANNED TO BE DONE AFTER

HOURS OF OPERATION FOR MINIMAL DISRUPTION.)

WAREHOUSE:

MOST SCOPE ITEMS WILL NOT REQUIRE SPECIFIC PHASING AS

THEY CAN BE DONE WITHOUT INTERRUPTING THE OPERATION

OF THE FACILITY.

THE CONTRACTOR WILL NEED TO WORK AROUND THE EXISTING

WAREHOUSE SHELVING LAYOUT AS SHELVES WILL BE FULL AND

WILL NOT BE RELOCATED FOR THIS PROJECT. PROVIDE

PROTECTION OF SHELVING AND STORED ITEMS FROM NEW

CONSTRUCTION AND DEMOLITION ACTIVITIES.

PROVIDE STRUCTURAL STRENGTHENING OF THE ROOF FRAMING

PRIOR TO PLACING THE NEW UNITS ON THE ROOF.

INSTALL ROOF TOP UNITS, DUCTWORK, AND NEW ELECTRICAL

PANEL.

INSTALL THE NEW AHU OVER REPROGRAPHICS ROOM. ENSURE

NEW SYSTEM IS OPERATIONAL PRIOR TO REMOVING THE

EXISTING UNIT FROM THE ROOF TO MINIMIZE DOWNTIME.

REMOVE AND REPLACE EXISTING AHU IN MEZZANINE.

DEMOLISH AND REMOVE EXISTING CEILING MOUNTED HEATING

UNITS.

Project No.

Building Number Drawing No.

Project Title

Location

Date:

Checked By/Proj.Mgr Drawn By

Drawing Title

Approved: VAPORHCS Director

VA FORM 08 - 6231

A

VA Portland Health Care System

(VAPORHCS)

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

ARCHITECT/ENGINEER

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Approved: Chief Facilities MgmtApproved: Service Chief

Approved: Proj Eng Approved: Infect Cont Approved: Chief P&O Approved: Chief M&R Approved: Safety Mgr.

Fully Sprinklered

C :\U se rs

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D riv e\ d2

L- Pr oj ec ts \2

7-

1_

Va nc ou ve r L au nd ry

H

VA

C \0

4- D

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IT

\2

7-

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C

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VA

C F

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M

G101

COVER SHEET

BLUE TRIDENT, LLC

7829 NE Esperione LN Bainbridge Island, WA 98110

(206) 972-0645

CORRECT HVAC FCA DEFICIENCIES

Vancouver Campus, Building 2

648-20-117

02/15/2024

SB lms

CORRECT HVAC FCA DEFICIENCIES

DEPARTMENT OF VETERANS AFFAIRS

VA PORTLAND HEALTHCARE SYSTEM

PROJECT # 648-20-117

KEY PLAN

DRAWING INDEX

# SHEET NAME SHEET DESCRIPTION

GEBERAL

1 G101 COVER SHEET

ARCHITECTURAL

2 A100 OVERALL FLOOR PLAN

3 A110 LAUNDRY FLOOR PLAN

4 A111 WAREHOUSE FLOOR PLAN

5 A130 ROOF PLAN

6 A500 ROOF DETAILS

STRUCTURAL

7 S100 STRUCTURAL DETAILS

MECHANICAL

8 M001 MECHANICAL LEGEND AND DRAWING INDEX

MECHANICAL

9 MD110 LAUNDRY DEMOLITION PLAN

10 MD111 WAREHOUSE DEMOLITION PLAN

11 MD130 ROOF DEMOLITION PLAN

12 MD401 MECH RM ENLG DEMOLITION PLAN

13 MD402 WAREHOUSE OFFICES ENLG DEMO PLAN

MECHANICAL

14 M110 LAUNDRY MECHANICAL PLAN

15 M111 WAREHOUSE MECHANICAL PLAN

16 M130 ROOF MECHANICAL PLAN

17 M401 MECHANICAL RM ENLG PLAN

18 M402 WAREHOUSE OFFICES ENLG PLAN

19 M501 MECHANICAL DETAILS

20 M502 MECHANICAL DETAILS

21 M503 MECHANICAL DETAILS

22 M504 MECHANICAL DETAILS

23 M601 MECHANICAL SCHEDULES

24 M602 MECHANICAL SCHEDULES

25 M603 MECHANICAL SCHEDULES

26 M701 HVAC SYSTEM ZONE PLAN

27 M702 AIRFLOW BALANCE PLAN

28 M703 CHILLED WATER DIAGRAMS

29 M801 CONTROLS

30 M802 CONTROLS

31 M803 CONTROLS

32 M804 CONTROLS

ELECTRICAL

33 E000 ELECTRICAL GENERAL NOTES, ABB, AND INDEX

35 E001 ELECTRICAL SCHEDULES

34 E002 ELECTRICAL SCHEDULES

36 E100 LEVEL 1 - OVERALL ELECTRICAL

37 E110 LEVEL 1 - LAUNDRY - ELECTRICAL

38 E111 LEVEL 1 - WAREHOUSE - ELECTRICAL

39 E130 ROOF PLAN - ELECTRICAL

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

DEMOLITION NOTES

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

GENERAL NOTES

Revisions: Date:

SCALE

DOCK

LIFT

DOCK

LIFT

DOCK

LIFT

DOCK

LIFT SCALE

LOADING

AREA

W

AR

EH

O

U

SE

RECEIVING

AREA

Ramp

TELEPHONE

EQUIPMENT

BL

D

G

2-

B

PUMP CONTROL

PANEL

LS

SUMP PUMP

'P1'

BRINE

TANK

SOFTENER SOFTENER

LEVEL

SENSOR

Cart Wash Ctrl

BAGGING

MACHINE

BLANKET FOLDING

MACHINE

TUNNEL

FINISHER

36 x 60

TABLE

DESK

WASHER

BRAUN

ALPHA

FEEDER

BRAUN

DELTA

IRONER

BRAUN

OMEGA

FOLDER

FOLDERS FOLDERS FOLDERS

DRYER

DRYER

DRYER

RETURN

SYSTEM

CBW

CHEM

Steam Pit

F.D. F.D.

EMER.

SHOWER.

CURB

DNUP

DN

DN

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF 49

SF

SF

SF

SF

SF

SF

B-114 B-100

C1-2

B-106

C1-5 B-112

C1-4

B-111

B-114a

B-113

B-110

B-109

B-108

C1-6

C1-3

B-107 B-104

B-105

B-103 B-102 B-101

B-115

SORT/WASH AREA FINISH AREA

CORRIDOR

SUPERVISOR

CORRIDOR STAFF

CORRIDOR

MAINT. REPAIR

LIQUID SUPPLY & STORAGE

WATER REUSE

LUNCH ROOM

MEN

WOMEN

CORRIDOR

CORRIDOR

HAC

TELE/COM

MECHANICAL ROOM

STERILE PACK STORAGE MENDING

FINISH AREA

DOCK

LIFT

DOCK

LEV.

DOCK

LEV.

DOCK

LEV.

LO

U V E R

FIRE SPRINKLER

RISERS

D.F.

UP

DN

DN

SHIP

LADDER

sqft

13,951 sqft sqft sqft sqft sqft sqft sqft126 sqft sqft40 sqft sqft sqft sqft sqft sqft

S.F.

sqft 533 sqft sqft sqft sqft sqft sqft sqft sqft sqft sqft

A-100a

A-100b

A-100c

A-100d A-103

A-100

A-102

A-101

A-106

A-106a

A-104b

A-104c

A-105

A-104a

A-104

A-100d

C1-2

C-104

C-105

C-106

C-107

C1.10

C1.11

C1.12C-102

C-101

C-103

C-100

ENTRY

LOADING DOCK

REPROGRAPHICS

STORAGE

VAULT

OFFICE

FORMS STORAGE/OFFICE

GENERAL STORES

STORAGE

Admin Office

FACILITIES

WAREHOUSEWOMEN

MEN

LOUNGE

HAC

CONFERENCE

SUPERVISOR

LOGISTIC MGR

CORRIDOR

Storage, SPD

Preparation

Soiled Receiving

HAC

Corridor

Hall 2

Hall 1Lockers

Shower

Lockers

Shower

A A

B B

C C

D D

12' - 11" 44' - 0" 44' - 0" 44' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0"

344' - 11"

3'

4"

WORK AREA WITHIN

CHANILINK FENCED

AREA OF

WAREHOUSE

BUILDING FOOTPRINT

N

WAREHOUSELAUNDRY

Project No.

Building Number Drawing No.

Project Title

Location

Date:

Checked By/Proj.Mgr Drawn By

Drawing Title

Approved: VAPORHCS Director

VA FORM 08 - 6231

A

VA Portland Health Care System

(VAPORHCS)

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

ARCHITECT/ENGINEER

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Approved: Chief Facilities MgmtApproved: Service Chief

Approved: Proj Eng Approved: Infect Cont Approved: Chief P&O Approved: Chief M&R Approved: Safety Mgr.

Fully Sprinklered

C :\U se rs

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D riv e\ d2

L- Pr oj ec ts \2

7-

1_

Va nc ou ve r L au nd ry

H

VA

C \0

4- D

ES

IG

N \R

EV

IT

\2

7-

1_

VN

C

VR

H

VA

C F

C A.

rv t

2/

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:4 6:

P

M

A100

OVERALL FLOOR PLAN

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE, ISLAND, WA 98110

206-972-0645

CORRECT HVAC FCA DEFICIENCIES

Vancouver Campus, Building 2

648-20-117

02/15/2024

SB lms

SCALE: 3/32" = 1'-0"F1 1/16" OVERALL FLOOR PLAN

SCALE: 1" = 100'-0"

KEY PLAN

LIFT

DOCK

LIFT

DOCK

LIFT

DOCK

LIFT SCALE

A

B

C D

E

LOADING

AREA

W

AR

EH

O

U

SE

RECEIVING

AREA

Ramp

TELEPHONE

EQUIPMENT

BL

D

G

2-

B

PUMP CONTROL

PANEL

LS

SUMP PUMP

'P1'

BRINE

TANK

SOFTENER SOFTENER

LEVEL

SENSOR

Cart Wash Ctrl

BAGGING

MACHINE

BLANKET FOLDING

MACHINE

TUNNEL

FINISHER

36 x 60

TABLE

DESK

WASHER

BRAUN

ALPHA

FEEDER

BRAUN

DELTA

IRONER

BRAUN

OMEGA

FOLDER

FOLDERS FOLDERS FOLDERS

DRYER

DRYER

DRYER

RETURN

SYSTEM

CBW

CHEM

Steam Pit

F.D. F.D.

EMER.

SHOWER.

CURB

DNUP

DN

DN

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF 49

SF

SF

SF

SF

SF

SF

B-114 B-100

C1-2

B-106

C1-5 B-112

C1-4

B-111

B-114a

B-113

B-110

B-109

B-108

C1-6

C1-3

B-107 B-104

B-105

B-103 B-102 B-101

B-115

SORT/WASH AREA FINISH AREA

CORRIDOR

SUPERVISOR

CORRIDOR STAFF

CORRIDOR

MAINT. REPAIR

LIQUID SUPPLY & STORAGE

WATER REUSE

LUNCH ROOM

MEN

WOMEN

CORRIDOR

CORRIDOR

HAC

TELE/COM

MECHANICAL ROOM

STERILE PACK STORAGE MENDING

FINISH AREA

DOCK

LIFT

DOCK

LEV.

DOCK

LEV.

DOCK

LEV.

F

G H I J

K L

2.1

LO

U V E R

FIRE SPRINKLER

RISERS

D.F.

UP

DN

DN

SHIP

LADDER

sqft

13,951 sqft sqft sqft sqft sqft sqft sqft126 sqft sqft40 sqft sqft sqft sqft sqft sqft

S.F.

sqft 533 sqft sqft sqft sqft sqft sqft sqft sqft sqft sqft

A-100a

A-100b

A-100c

A-100d A-103

A-100

A-102

A-101

A-106

A-106a

A-104b

A-104c

A-105

A-104a

A-104

A-100d

C1-2

C-104 C-105

C-106

C-107

C1.10

C1.11

C1.12C-102

C-101

C-103

C-100

ENTRY

LOADING DOCK

REPROGRAPHICS

STORAGE

VAULT

OFFICE

FORMS STORAGE/OFFICE

GENERAL STORES

STORAGE

Admin Office

FACILITIES

WAREHOUSEWOMEN

MEN

LOUNGE

HAC

CONFERENCE

SUPERVISOR

LOGISTIC MGR

CORRIDOR

Storage, SPD

Preparation

Soiled Receiving

HAC

Corridor

Hall 2

Hall 1Lockers

Shower

Lockers

Shower

BUILDING FOOTPRINT

N

WAREHOUSELAUNDRY

A

B

C

D

0 1 2 3 4

PATCH HOLES, CLEAN

WALLS AND TOUCH UP

PAINT ONCE AHU's

HAVE BEEN

REMOVED - PRIOR TO

INSTALLING NEW UNIT

3'

4"

12' - 11" 44' - 0" 44' - 0" 44' - 0"

132' - 0"

Project No.

Building Number Drawing No.

Project Title

Location

Date:

Checked By/Proj.Mgr Drawn By

Drawing Title

Approved: VAPORHCS Director

VA FORM 08 - 6231

A

VA Portland Health Care System

(VAPORHCS)

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

ARCHITECT/ENGINEER

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Approved: Chief Facilities MgmtApproved: Service Chief

Approved: Proj Eng Approved: Infect Cont Approved: Chief P&O Approved: Chief M&R Approved: Safety Mgr.

Fully Sprinklered

C :\U se rs

\la ur i\O ne

D riv e\ d2

L- Pr oj ec ts \2

7-

1_

Va nc ou ve r L au nd ry

H

VA

C \0

4- D

ES

IG

N \R

EV

IT

\2

7-

1_

VN

C

VR

H

VA

C F

C A.

rv t

2/

/2

:4 6:

P

M

A110

LAUNDRY FLOOR PLAN

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE, ISLAND, WA 98110

206-972-0645

CORRECT HVAC FCA DEFICIENCIES

Vancouver Campus, Building 2

648-20-117

02/15/2024

SB LMS

N

SCALE: 1" = 100'-0"

KEY PLAN

SCALE: 1/8" = 1'-0"F1 LAUNDRY FLOOR PLAN

LIFT

DOCK

LIFT

DOCK

LIFT

DOCK

LIFT SCALE

A

B

C D

E

LOADING

AREA

W

AR

EH

O

U

SE

RECEIVING

AREA

Ramp

TELEPHONE

EQUIPMENT

BL

D

G

2-

B

PUMP CONTROL

PANEL

LS

SUMP PUMP

'P1'

BRINE

TANK

SOFTENER SOFTENER

LEVEL

SENSOR

Cart Wash Ctrl

BAGGING

MACHINE

BLANKET FOLDING

MACHINE

TUNNEL

FINISHER

36 x 60

TABLE

DESK

WASHER

BRAUN

ALPHA

FEEDER

BRAUN

DELTA

IRONER

BRAUN

OMEGA

FOLDER

FOLDERS FOLDERS FOLDERS

DRYER

DRYER

DRYER

RETURN

SYSTEM

CBW

CHEM

Steam Pit

F.D. F.D.

EMER.

SHOWER.

CURB

DNUP

DN

DN

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF 49

SF

SF

SF

SF

SF

SF

B-114 B-100

C1-2

B-106

C1-5 B-112

C1-4

B-111

B-114a

B-113

B-110

B-109

B-108

C1-6

C1-3

B-107 B-104

B-105

B-103 B-102 B-101

B-115

SORT/WASH AREA FINISH AREA

CORRIDOR

SUPERVISOR

CORRIDOR STAFF

CORRIDOR

MAINT. REPAIR

LIQUID SUPPLY & STORAGE

WATER REUSE

LUNCH ROOM

MEN

WOMEN

CORRIDOR

CORRIDOR

HAC

TELE/COM

MECHANICAL ROOM

STERILE PACK STORAGE MENDING

FINISH AREA

F

G H I J

K L

2.1

D.F.

UP

DN

DN

SHIP

LADDER

sqft sqft sqft sqft sqft sqft sqft40 sqft sqft sqft sqft sqft sqft

S.F.

sqft 533 sqft sqft sqft sqft sqft sqft sqft sqft sqft sqft

A-100a

A-100b

A-100c

A-100d A-103

A-106

A-106a

A-104b

A-104c

A-105

A-104a

A-104

A-100d

C1-2

C-104 C-105

C-106

C-107

C1.10

C1.11

C1.12C-102

C-101

C-103

C-100

ENTRY

REPROGRAPHICS

STORAGE

VAULT

OFFICE

FORMS STORAGE/OFFICE

FACILITIES

WAREHOUSEWOMEN

MEN

LOUNGE

HAC

CONFERENCE

SUPERVISOR

LOGISTIC MGR

CORRIDOR

Storage, SPD

Preparation

Soiled Receiving

HAC

Corridor

Hall 2

Hall 1Lockers

Shower

Lockers

Shower

BUILDING FOOTPRINT

N

WAREHOUSELAUNDRY

A

B

C

D

5 6 7 8 9

40' - 0" 40' - 0" 40' - 0" 40' - 0"

160' - 0"

3'

4"

Project No.

Building Number Drawing No.

Project Title

Location

Date:

Checked By/Proj.Mgr Drawn By

Drawing Title

Approved: VAPORHCS Director

VA FORM 08 - 6231

A

VA Portland Health Care System

(VAPORHCS)

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

ARCHITECT/ENGINEER

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Approved: Chief Facilities MgmtApproved: Service Chief

Approved: Proj Eng Approved: Infect Cont Approved: Chief P&O Approved: Chief M&R Approved: Safety Mgr.

Fully Sprinklered

C :\U se rs

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D riv e\ d2

L- Pr oj ec ts \2

7-

1_

Va nc ou ve r L au nd ry

H

VA

C \0

4- D

ES

IG

N \R

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7-

1_

VN

C

VR

H

VA

C F

C A.

rv t

2/

/2

:4 6:

P

M

A111

WAREHOUSE FLOOR PLAN

BLUE TRIDENT, LLC

7829 ne ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

(206) 972-0645

CORRECT HVAC FCA DEFICIENCIES

Vancouver Campus, Building 2

648-20-117

02/15/2024

Checker Author

SCALE: 1" = 100'-0"

KEY PLAN

SCALE: 1/8" = 1'-0"F3 WAREHOUSE FLOOR PLAN

GL

PARTIAL PLAN

AHU SEE MECH

MAX WEIGHT = 5466 LBS

PLAN NOTES:

1.AHU SHALL BE CENTERED

OVER EXISTING COL AS

INDICATED, WITH THE LONG

DIMENSION RUNNING

NORTH-SOUTH.

2. AHU MAY MOVE 12"

MAX IN THE EAST-WEST

(TRANSVERSE) DIRECTION

ONLY

8'

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#22X6 DF#22X6 DF#2 2X6 DF#2

TYP

TYP

EQ EQ

2'-9"

2'-9"

(E) 8 3/4" X 36" GLB(E) 8 3/4" X 36" GLB

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E) 8∅ STD PIPE COL

GL

GL

PARTIAL PLAN

AHU SEE MECH

MAX WEIGHT = 5466 LBS

PLAN NOTES:

1.AHU SHALL BE CENTERED

OVER EXISTING COL AS

INDICATED, WITH THE LONG

DIMENSION RUNNING

NORTH-SOUTH.

2. AHU MAY MOVE 12"

MAX IN THE EAST-WEST

(TRANSVERSE) DIRECTION

ONLY

8'

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

TYP

TYP

EQ EQ

2'-9"

2'-9"

(E) 8 3/4" X 36" GLB(E) 8 3/4" X 36" GLB

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E) 8∅ STD PIPE COL

GL

GL

PARTIAL PLAN

AHU SEE MECH

MAX WEIGHT = 5466 LBS

PLAN NOTES:

1.AHU SHALL BE CENTERED

OVER EXISTING COL AS

INDICATED, WITH THE LONG

DIMENSION RUNNING

NORTH-SOUTH.

2. AHU MAY MOVE 12"

MAX IN THE EAST-WEST

(TRANSVERSE) DIRECTION

ONLY

8'

2X6 DF#22X6 DF#22X6 DF#2 2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

TYP

TYP

EQ EQ

2'-9"

2'-9"

(E) 8 3/4" X 36" GLB(E) 8 3/4" X 36" GLB

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E) 8∅ STD PIPE COL

GL

GL

PARTIAL PLAN

AHU SEE MECH

MAX WEIGHT = 5466 LBS

PLAN NOTES:

1.AHU SHALL BE CENTERED

OVER EXISTING COL AS

INDICATED, WITH THE LONG

DIMENSION RUNNING

NORTH-SOUTH.

2. AHU MAY MOVE 12"

MAX IN THE EAST-WEST

(TRANSVERSE) DIRECTION

ONLY

8'

2X6 DF#22X6 DF#22X6 DF#2 2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

TYP

TYP

EQ EQ

2'-9"

2'-9"

(E) 8 3/4" X 36" GLB(E) 8 3/4" X 36" GLB

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E) 8∅ STD PIPE COL

BUILDING FOOTPRINT

N

WAREHOUSELAUNDRY

A

B

C

D

0 1 2 3 4 5 6 7 8 9

REMOVE EXISTING ROOFTOP UNIT -

REMOVE SUPPORTING CURBS UNDER

THIS UNIT - REPLACE WITH NEW CURBS

PER DETAIL F1(C6) - REMOVE ALL PIPING

AND WIRING AND CAP OFF HOOD

PATCH HOLES IN ROOF WHERE DUCTS

AND AHU UNIT ARE REMOVE AND

RELOCATED - REMOVE ALL PIPING AND

WIRING AND CAP OFF HOOD

B7

A130

CUT NEW HOLE(s) IN ROOF DECKING

(BETWEEN JOISTS AND BEAMS) FOR

DUCT FROM NEW AHU. TYPICAL

F1

A500

C6

TYP.

PROVIDE NEW SUPPORT

CURBS FOR NEW AHU's

REF S100 FOR

STRUCTURAL

UPGRADES

CUT NEW HOLE(s) IN ROOF DECKING

(BETWEEN JOISTS AND BEAMS) FOR

DUCT FROM RELOCATED AHU.

TYPICAL - PROVIDE PIPING HOOD

SIMILAR TO EXISTING FOR NEW

WIRING AND PIPES

CURBS TO REMAIN -

REMOVE PIPING AND

WIRING AND CAP OFF

PIPING HOOD

C9

A500

C9

A500

C9

A500

F1

A500

EXISTING EQPT PLATFORM TO

REMAIN - PATCH WITH NEW SHEET

OF ROOFING FULL WIDTH AND

HEIGHT OF PLATFORM

EXISTING ROOF

CURBS AND

OPENINGS TO

REMAIN AND BE

REUSED FOR NEW

EXHAUST FANS -

PATCH AND REPAIR

WITH NEW ROOFING

AND FLASHING

CUT NEW HOLE(s) IN ROOF DECKING

(BETWEEN JOISTS AND BEAMS) FOR

DUCT FROM RELOCATED AHU.

TYPICAL - PROVIDE PIPING HOOD

SIMILAR TO EXISTING FOR NEW

WIRING AND PIPES

ADD 2X BLOCKING IN EXISTING OPENING

AT MAX. 16" O.C. AS REQUIRED

EXISTING WOOD FRAMED ROOF

STRUCTURE AND DECKING TO REMAIN

INFILL OPENING WITH EXT GRADE PLYWOOD ROOF

DECKING and POLYISO ROOF INSULATION (MATCH

EXISTING THICKNESS) PER MANUF DETAILS

PATCH OPENING WITH TPO MEMBRANE TO

MATCH EXISTING PER MANUFACTURER'S

RECOMMENDATIONS - MIN 6" OVERLAP ALL

AROUND - SEAM WELD TO EXISTING MEMBRANE

EXISTING AHU AND DUCT TO BE REMOVED

6"

6"

REMOVE EXISTING CURBS ONLY IF THEY ARE

CONT. AND WILL PREVENT FLOW TO ROOF DRAINS

2"

Project No.

Building Number Drawing No.

Project Title

Location

Date:

Checked By/Proj.Mgr Drawn By

Drawing Title

Approved: VAPORHCS Director

VA FORM 08 - 6231

A

VA Portland Health Care System

(VAPORHCS)

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

ARCHITECT/ENGINEER

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Approved: Chief Facilities MgmtApproved: Service Chief

Approved: Proj Eng Approved: Infect Cont Approved: Chief P&O Approved: Chief M&R Approved: Safety Mgr.

Fully Sprinklered

C :\U se rs

\la ur i\O ne

D riv e\ d2

L- Pr oj ec ts \2

7-

1_

Va nc ou ve r L au nd ry

H

VA

C \0

4- D

ES

IG

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1_

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C

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:4 6:

P

M

A130

ROOF PLAN

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

(206) 972-0645

CORRECT HVAC FCA DEFICIENCIES

Vancouver Campus, Building 2

648-20-117

02/15/2024

SB lms

N

SCALE: 1" = 100'-0"

KEY PLAN

SCALE: 3/32" = 1'-0"F1 ROOF PLAN

SCALE: 1 1/2" = 1'-0"B7 ROOF PATCH DETAIL

NOTE - INFORMATION IN THIS

DETAILS IS FROM ORIGINAL

DESIGN DOCS - EXACT ROOF

CONIGURATION COULD VARY

SLIGHTLY

EXISTING ROOFING

INSULATION

EXISTING MEMBRANE

FULLY ADHERED W/

BONDING ADHESIVE

EXISTING WOOD

DECK TO REMAIN

NEW ROFING

MEMBRANE WHERE

OCCURS

SEAM TAPE

EXISTING COVER BOARD

OVERLAP MIN.

0' - 6"

ROOF ASSEMBLY AS INDICATED.

STAINLESS STEEL CLAMPING STRAP

PROTECTIVE STRIP OF PVC ROOFING

LAP SEALANT TYP.

DUCT AS INDICATED - REMOVE ALL

LEAD AND OTHER FLASHING BEFORE

INSTALLING FIELD FABRICATED

FLASHING

ROOFING MEMBRANE

SEAL FLASHING TO ROOFING

MEMBRANE PER MANUFACTURER'S

RECOMMENDATION

EXISTING WOOD DECK

AND DECK PENETRATION

(2) LAYERS PRESSURE-SENSITIVE

ELASTOFORM FLASHING IN

CONJUNCTION W/ PVC PRIMER

BY

W

AR

RA

NT

Y

PR

OV

ID

ER

8" O R

AS

A

PP

RO

VE

D

F2 - RECT. PENETRATION EXG UNIT F4 - RECT. PENETRATION NEW UNIT F6 - HEAT STACK PENETRATION

C6 - UNIT SUPPORT CURBC4 - INSULATED PIPE PENETRATIONC2 - ROUND PIPE PENETRATION

Cont. blocking as required

8" M

IN

ROOF ASSEMBLY AS INDICATED.

REMOVE ALL PIPING AND WIRING

FROM PENETRATION PER

MECHANICAL DETAILS

ROOFING MEMBRANE TO

REMAIN

EXISTING GALV STEEL COVER W/

INTERNAL BAFFLE - REMOVE RUST

AND PAINT ALL EXPOSED METAL

WITH RUST INHIBITOR PAINT

FILL GAP BEHIND

BAFFEL WITH HIGH

EXPANSION CLOSED

CELL FOAM INSULATION

EXISTING CURB

TO REMAIN

REMOVE ALL PIPING AND WIRING

FROM PENETRATION PER

MECHANICAL DETAILS

Project No.

Building Number Drawing No.

Project Title

Location

Date:

Checked By/Proj.Mgr Drawn By

Drawing Title

Approved: VAPORHCS Director

VA FORM 08 - 6231

A

VA Portland Health Care System

(VAPORHCS)

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

ARCHITECT/ENGINEER

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Approved: Chief Facilities MgmtApproved: Service Chief

Approved: Proj Eng Approved: Infect Cont Approved: Chief P&O Approved: Chief M&R Approved: Safety Mgr.

Fully Sprinklered

C :\U se rs

\la ur i\O ne

D riv e\ d2

L- Pr oj ec ts \2

7-

1_

Va nc ou ve r L au nd ry

H

VA

C \0

4- D

ES

IG

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P

M

A500

ROOF DETAILS

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

(206) 972-0645

CORRECT HVAC FCA DEFICIENCIES

Vancouver Campus, Building 2

648-20-117

02/15/2024

Checker Author

SCALE: 6" = 1'-0"F9 ROOF ASSEMBLY

SCALE: 1 1/2" = 1'-0"E9 SQUARE DUCT PENETRATION AT ROOF

SCALE: 12" = 1'-0"F1 DUROLAST TYPICAL DETAILS

SCALE: 1 1/2" = 1'-0"C9 PIPING HOOD

PARTIAL PLAN

AHU SEE MECH

MAX WEIGHT = 5466 LBS

PLAN NOTES:

1.AHU SHALL BE CENTERED

OVER EXISTING COL AS

INDICATED, WITH THE LONG

DIMENSION RUNNING

NORTH-SOUTH.

2. AHU MAY MOVE 12"

MAX IN THE EAST-WEST

(TRANSVERSE) DIRECTION

ONLY

8'

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

TYP

TYP

EQ EQ

2'-9"

2'-9"

(E) 8 3/4" X 36" GLB(E) 8 3/4" X 36" GLB

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E) 8∅ STD PIPE COL

GL

GL

PARTIAL PLAN

AHU SEE MECH

MAX WEIGHT = 5466 LBS

PLAN NOTES:

1.AHU SHALL BE CENTERED

OVER EXISTING COL AS

INDICATED, WITH THE LONG

DIMENSION RUNNING

NORTH-SOUTH.

2. AHU MAY MOVE 12"

MAX IN THE EAST-WEST

(TRANSVERSE) DIRECTION

ONLY

8'

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

TYP

TYP

EQ EQ

2'-9"

2'-9"

(E) 8 3/4" X 36" GLB(E) 8 3/4" X 36" GLB

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E) 8∅ STD PIPE COL

GL

GL

PARTIAL PLAN

AHU SEE MECH

MAX WEIGHT = 5466 LBS

PLAN NOTES:

1.AHU SHALL BE CENTERED

OVER EXISTING COL AS

INDICATED, WITH THE LONG

DIMENSION RUNNING

NORTH-SOUTH.

2. AHU MAY MOVE 12"

MAX IN THE EAST-WEST

(TRANSVERSE) DIRECTION

ONLY

8'

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

TYP

TYP

EQ EQ

2'-9"

2'-9"

(E) 8 3/4" X 36" GLB(E) 8 3/4" X 36" GLB

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E) 8∅ STD PIPE COL

GL

GL

PARTIAL PLAN

AHU SEE MECH

MAX WEIGHT = 5466 LBS

PLAN NOTES:

1.AHU SHALL BE CENTERED

OVER EXISTING COL AS

INDICATED, WITH THE LONG

DIMENSION RUNNING

NORTH-SOUTH.

2. AHU MAY MOVE 12"

MAX IN THE EAST-WEST

(TRANSVERSE) DIRECTION

ONLY

8'

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

TYP

TYP

EQ EQ

2'-9"

2'-9"

(E) 8 3/4" X 36" GLB(E) 8 3/4" X 36" GLB

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E) 8∅ STD PIPE COL

GL

GL

PARTIAL PLAN

AHU SEE MECH

MAX WEIGHT = 5466 LBS

PLAN NOTES:

1.AHU SHALL BE CENTERED

OVER EXISTING COL AS

INDICATED, WITH THE LONG

DIMENSION RUNNING

NORTH-SOUTH.

2. AHU MAY MOVE 12"

MAX IN THE EAST-WEST

(TRANSVERSE) DIRECTION

ONLY

8'

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

2X6 DF#2

TYP

TYP

EQ EQ

2'-9"

2'-9"

(E) 8 3/4" X 36" GLB(E) 8 3/4" X 36" GLB

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E) 2X6 SUBPURLIN

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E ) 5

/8

" X

GL

B (E

) 5

/8 " X

GL

B

(E) 8∅ STD PIPE COL

(E)2X6 SUBPURLIN 2X6 DF#2 SISTERED

TO EXIST 2X

(E)5 1/8"X

GLULAM

BEYOND

SIMPSON SDWS22300DB

WD SCREW @16"OC ALT T&B

CONSTRUCTION ADHESIVE

FOR LUMBER & PLYWD

CONT AT TOP OF 2X

2X6 DF#2 SISTERED

TO EXIST 2X

SIMPSON SDWS22300DB

WD SCREW @16"OC ALT T&B

(E)5 1_

" X GLULAM

SIMPSON A23

CLIP EA END

2"

3"

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F1 S100

C1 S100

A

B

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5 6 7 8 9

S100

C5 TYP

Project No.

Building Number Drawing No.

Project Title

Location

Date:

Checked By/Proj.Mgr Drawn By

Drawing Title

Approved: VAPORHCS Director

VA FORM 08 - 6231

A

VA Portland Health Care System

(VAPORHCS)

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

ARCHITECT/ENGINEER

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Approved: Chief Facilities MgmtApproved: Service Chief

Approved: Proj Eng Approved: Infect Cont Approved: Chief P&O Approved: Chief M&R Approved: Safety Mgr.

Fully Sprinklered

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S100

STRUCTURAL DETAILS

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

(206) 972-0645

CORRECT HVAC FCA DEFICIENCIES

Vancouver Campus, Building 2

648-20-117

02/15/2024

BEM LMS

SCALE: 1/2" = 1'-0"C5 STRUCTURAL STRENGTHENING AT HVAC UNIT

SCALE: 3/32" = 1'-0"F5 WAREHOUSE ROOF FRAMING PLAN - PARTIAL

SCALE: 3" = 1'-0"F1 SUBPURLIN SECTION

SCALE: 3" = 1'-0"C1 GLULAM SECTION

A. THE EXISTING CONDITIONS SHOWN WERE TAKEN FROM AVAILABLE RECORD INFORMATION. FIELD VERIFY ALL CONDITIONS THAT MAY AFFECT CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED, NOTIFY THE

ENGINEER IN WRITING AND REQUEST DIRECTION PRIOR TO COMMENCING WORK.

B. EXISTING LIGHT FIXTURES SHALL BE CAREFULLY REMOVED (DO NOT DAMAGE) AND RETURNED TO THE OWNER.

C. ANY AND ALL EQUIPMENT HAVING ELECTRICAL CONNECTIONS THAT REQUIRE DISCONNECTING AND/OR RE- CONNECTING AS A RESULT OF CONSTRUCTION SHALL BE INCLUDED AS A PART OF THIS CONTRACT.

D. THE EXISTING ELECTRICAL DEVICES, CONDUIT, AND/OR EQUIPMENT THAT FOR ANY REASON OBSTRUCTS CONSTRUCTION SHALL BE RELOCATED UNLESS OTHERWISE NOTED. LOCATION IS TO BE AS CLOSE AS

POSSIBLE TO THE ORIGINAL LOCATION.

E. ALL CIRCUITS, CONDUIT AND WIRE THAT ARE NOT TO REMAIN IN SERVICE SHALL BE REMOVED BACK TO THE FIRST ACCESSIBLE JUNCTION BOX WHERE IT SHALL BE TIED OFF AND LABELED AS SPARE WITH CIRCUIT

NUMBER INDICATED.

F. REMOVE ALL ABANDONED WIRE AND CABLING.

DEMOLITION NOTES

1. SYMBOLS LEGENDS ARE PROVIDED FOR REFERENCE PURPOSES ONLY. THE SYMBOLS REPRESENT THE TYPE OF DEVICES THAT MAY BE REQUIRED IN THE WORK; QUANTITIES AND LOCATIONS ARE AS SHOWN ON THE PLAN

SHEETS.

2. PROVIDE 3/4" CONDUIT & #12 CONDUCTORS UNLESS NOTED OTHERWISE. PROVIDE ONE NEUTRAL CONDUCTOR FOR EACH UNGROUNDED CONDUCTOR OF SINGLE PHASE LINE-NEUTRAL BRANCH CIRCUITS. DO NOT SHARE

NEUTRAL CONDUCTORS.

3. EACH FEEDER AND BRANCH CIRCUIT CONDUIT SHALL HAVE AN EQUIPMENT GROUNDING CONDUCTOR SIZED IN

ACCORDANCE WITH NFPA 70, ARTICLE 250.

4. ALL ELECTRICAL EQUIPMENT IN PORTIONS OF THE BUILDING NOT BEING REMODELED SHALL BE LEFT IN

WORKING CONDITION. RESTORE ANY CIRCUITS INTERRUPTED.

5. ALL NEW LIGHT FIXTURES AND FIXTURES IN AREAS ADJACENT DEMOLITION & CONSTRUCTION AREAS ARE TO

BE THOROUGHLY CLEANED IMMEDIATELY PRIOR TO NOTICE OF SUBSTANTIAL COMPLETION.

6. THE FOLLOWING IS PART OF THIS PROJECT AND ALL COSTS PERTAINING THERETO SHALL BE INCLUDED IN THE

BASE BID:

A. NEW ELECTRICAL EQUIPMENT AND APPARATUS SHALL BE COORDINATED AND CONNECTED INTO THE

EXISTING SYSTEM AS REQUIRED.

B. POWER WIRING AND CABLE INSTALLATIONS SHALL BE CONCEALED ABOVE ACCESSIBLE CEILINGS AND IN

WALLS. EXPOSED WIRING SHALL BE INSTALLED IN APPROVED SURFACE METAL RACEWAY WHERE

INDICATED.

C. WHERE EXISTING CONDUITS ARE INDICATED FOR REUSE, FIELD VERIFY INTEGRITY OF REUSED RACEWAYS PRIOR TO INSTALLATION OF CONDUCTORS. PROVIDE NEW RACEWAYS WHERE EXISTING ARE UNUSABLE.

D. LOCATIONS OF ALL WALL MOUNTED DEVICES SUCH AS SWITCHES, RECEPTACLES, AND OUTLETS ARE

SHOWN DIAGRAMMATICALLY.DETERMINE EXACT DEVICE LOCATIONS IN FIELD; COORDINATE

INSTALLATIONS WITH FIXED CASEWORK, DOORS AND RELITES.

E. PROVIDE PENETRATIONS THROUGH WALLS, FLOORS, AND CEILINGS AS REQUIRED. PROVIDE SUITABLE FIRE RATED MATERIALS AND SEAL ALL CEILING, FLOOR, AND WALL PENETRATIONS TO MATCH FIRE RATING

OF SURFACES PENETRATED.

GENERAL NOTES

@ AT

A/C AIR CONDITIONING(ER)

A (AMP) AMPERE

AC ABOVE COUNTER, ALTERNATING

CURRENT

ADJ ADJUSTABLE

ADJT ADJACENT

AFF ABOVE FINISHED FLOOR

AHJ AUTHORITY HAVING JURISDICTION

AIC AMPERE INTERRUPTING CAPACITY

ALT ALTERNATE

ANN ANNUNCIATOR

ARCH ARCHITECT; ARCHITECTURAL

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AWG AMERICAN WIRE GAUGE

BKBD BACKBOARD

BKR BREAKER

BLDG BUILDING

C CONDUIT

CAP CAPACITY

CB CIRCUIT BREAKER

CKT CIRCUIT

CLG CEILING

CLR CLEAR

COL COLUMN

COM COMMUNICATION

CPS CYCLES PER SECOND

CT CURRENT TRANSFORMER

CTL CONTROL

CU COPPER

DC DIRECT CURRENT

DISC SW DISCONNECT SWITCH

DISC DISCONNECT

DN DOWN

DWG DRAWING

E EXIST, EAST

EDH ELECTRIC DUCT HEATER

EF EXHAUST FAN

EGC EQUIPMENT GROUNDING CONDUCTOR

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EM EMERGENCY

EMT ELECTRICAL METALLIC TUBING

ENCL ENCLOSURE

ENTR ENTRANCE

EP EXPLOSION PROOF

EPO EMERGENCY POWER OFF

EQUIP/EQP EQUIPMENT

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EXH EXHAUST

EXT EXTERIOR

EXIST EXISTING

F FAHRENHEIT/FUSE

FA FIRE ALARM

FAA FIRE ALARM ANNUNCIATOR

FAP FIRE ALARM PANEL

FC FOOTCANDLE

FCU FAN COIL UNIT

FD FIRE DAMPER

FDR FEEDER

FIXT FIXTURE

FLA FULL LOAD AMPS

FSD FIRE/SMOKE DAMPER

GEC GROUNDING ELECTRODE CONDUCTOR

GEN GENERATOR

GFI GROUND FAULT CIRCUIT INTERRUPTER

GFR GROUND FAULT RELAY

H HEIGHT

HOA HAND OFF AUTOMATIC

HOR HORIZONTAL

HP HORSEPOWER

HR HOUR

HT HEIGHT

HW HOT WATER

HZ HERTZ

IBC INTERNATIONAL BUILDING CODE

IC INTERCOM

IES ILLUMINATING ENGINEERING SOCIETY

IEEE INSTITUTE OF ELECTRICAL AND

ELECTRONIC ENGINEERS

IG ISOLATED GROUND

IMC INTERMEDIATE METAL CONDUIT

IN INCH

JB JUNCTION BOX

KCMIL THOUSAND CIRCULAR MILLS

KVA KILOVOLT AMPERES

KVAR KILOVOLT AMPERES REACTIVE

KW KILOWATT

KWH KILOWATT HOUR

LBS POUNDS

LF LINEAR FEET (FEET)

LRA LOCKED ROTOR AMPS

LS LIFE SAFETY

LT LIGHT

LTG LIGHTING

LV LOW VOLTAGE

ABBREVIATIONS

MAG MAGNETIC

MAN MANUAL

MAT MATERIAL

MAX MAXIMUM

MCA MINIMUM CIRCUIT AMPACITY

MCB MAIN CIRCUIT BREAKER

MECH MECHANICAL

MEZZ MEZZANINE

MG MOTOR GENERATOR

MIN MINIMUM

MISC MISCELLANEOUS

MLO MAIN LUG ONLY

MOCP MAXIMUM OVERCURRENT PROTECTION

MS MAGNETIC STARTER

MTD MOUNTED

MTG MOUNTING

MTR MOTOR

N NORTH; NEUTRAL

N/A NOT APPLICABLE

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS

ASSOCIATION

NESC NATIONAL ELECTRICAL SAFETY CODE

NEUT NEUTRAL

NFPA NATIONAL FIRE PROTECTION ASSOC.

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NTS NOT TO SCALE

OC ON CENTER

OFCI OWNER FURNISHED CONTRACTOR

INSTALLED

OFOI OWNER FURNISHED OWNER INSTALLED

OL OVERLOAD

OS OPTIONAL STANDBY

P PRIMARY

PA PUBLIC ADDRESS

PAR PARALLEL

PB PULL BOX

PE PHOTO ELECTRIC

PF POWER FACTOR

PH PHASE

PIV POST INDICATOR VALVE

PNL PANEL

POC POINT OF CONNECTION

PWR POWER

QTY QUANTITY

R (R) RELOCATE (D)

RAD RADIUS

RECPT RECEPTACLE

REF REFRIGERATOR

RLA RATED LOAD AMPS

RPM REVOLUTIONS PER MINUTE

S SOUTH

SC SECURITY

SD SMOKE DETECTOR

SECT SECTION

SF SUPPLY FAN

SHT SHEET

SPEC SPECIFICATION

SPL SPECIAL

SQ SQUARE

STOR STORAGE

SPD SURGE PROTECTION DEVICE

SW SWITCH

SWBD SWITCHBOARD

SYM SYMMETRICAL

SYS SYSTEM

T THERMOSTAT

TB TERMINAL BOX

TC TIME CLOCK

TEL TELEPHONE

TV TELEVISION

TYP TYPICAL

UFC UNIFORM FIRE CODE

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS LABORATORIES

UON UNLESS OTHERWISE NOTED

UV UNIT VENTILATOR

V VOLT

VAV VARIABLE AIR VOLUME

VEL VELOCITY

VM VOLTMETER

VOL VOLUME

W WATT, WEST

W/ WITH

W/O WITHOUT

WH WATER HEATER

WHM WATTHOUR METER

WP WEATHERPROOF

X REACTANCE

XFMR TRANSFORMER

XMTR TRANSMITTER

Z IMPEDANCE

& AND

IE: THAT IS

M

DISCONNECT SWITCH

FUSED DISCONNECT SWITCH

MOTOR-RATED SWITCH - SIZE OL PER MOTOR REQUIREMENTS

3-POLE UNLESS NOTED OTHERWISE

3-POLE UNLESS NOTED OTHERWISE

XX

480Y/277V, 3Ø, 4W PANELBOARD

208Y/120V, 3Ø, 4W PANELBOARD

EQUIPMENT CABINET - TYPE AS NOTED

PANELBOARD

FEEDER TAG - REFER TO FEEDER SCHEDULE

T

M

SYMBOLS LEGEND - POWER

DESCRIPTIONSYMBOL

TRANSFORMER

METER

CURRENT TRANSFORMER

CIRCUIT BREAKER

ST - INDICATES SHUNT TRIP

CB

CONDUIT CONCEALED IN CEILING SPACE OR IN WALL. PROVIDE MINIMUM

3/4" WITH #12 AWG CONDUCTORS AND DEDICATED NEUTRAL EACH

CIRCUIT UNLESS OTHERWISE NOTED ON PLAN. PROVIDE EQUIPMENT

GROUNDING CONDUCTORS SIZED PER NFPA 70.

CONDUIT - CONCEALED IN OR UNDER FLOOR

CONDUIT OR CABLE VERTICAL DOWN

CONDUIT OR CABLE VERTICAL UP

CONDUIT STUB - TERMINATE WITH BUSHING OR CAP IF UNDERGROUND

BRANCH CIRCUIT NUMBERS

PANEL DESIGNATION

HOME RUN TO SOURCE OF SUPPLY

A-1,3,5

SYMBOLS LEGEND - WIRING DEVICES

DESCRIPTION

NEMA 5-20R, +18" AFF UON

NEMA 5-20R W/ GROUND FAULT CIRCUIT INTERRUPTER, +18" AFF UON

SYMBOLS LEGEND - GENERAL

DESCRIPTIONSYMBOL

X-XX

X

XX.XX

X

XX.XX

X

XX.XX

N

DRAWING CONSTRUCTION ("FLAG") NOTE

EQUIPMENT IDENTIFIER

MATCHLINE

REVISION CLOUD (ENCIRCLES DRAWING CHANGES MADE SINCE THE

PREVIOUS RELEASE)

REVISION REFERENCE

EXISTING TO BE REMOVED (HATCH)

HEAVY LINEWEIGHT INDICATES NEW WORK

LIGHT LINEWEIGHT INDICATES EXISTING INFORMATION

DETAIL REFERENCE

DETAIL IDENTIFICATION NUMBER

SHEET WHERE DETAIL IS DRAWN

ELEVATION REFERENCE

ELEVATION IDENTIFICATION

NUMBER SHEET WHERE ELEVATION IS DRAWN

SECTION REFERENCE SECTION

IDENTIFICATION NUMBER

SHEET WHERE SECTION IS DRAWN

NORTH REFERENCE

Project No.

Drawing Number

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD

600 Stewart St., Ste. 1400 Seattle, Washington 98101

Tel 206.267.1700 Fax 206.267.1701

SAZAN# 735-21013

Drawing Title

Approved: Pjoj Eng

DateProject Title

Approved: Infect Cont Approved: Chief P&O Approved: Chief M&R Approved: Safety Mgr. Building Number Checked By/Proj.Mgr Drawn By

LocationApproved: VAPORHCS DirectorApproved: Chief Facilities MgmtApproved: Service Chief

VA Portland Health Care System

(VAPORHCS)

STAMP

Vancouver Campus, Building 2

Fully Sprinklered

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

D X

-2

-2

-1

C o rr e c t H

V A

C F

C A

D e fi c ie n c ie s /7

-2

C H

F D

E L

E C

C e n tr a l v

.r v t

/1

/2

:4

:4

P

M

E000

648-20-117

GENERAL NOTES, ABBREVIATIONS AND SHEET INDEX 10/25/2022CORRECT HVAC FCA DEFICIENCIES

Revisions: Date:

Feb 15, 2024

ELECTRICAL SHEET INDEX

E000 GENERAL NOTES, ABBREVIATIONS AND SHEET INDEX

E001 ELECTRICAL SCHEDULES

E002 ELECTRICAL SCHEDULES

E100 LEVEL 1 - OVERALL ELECTRICAL

E110 LEVEL 1 - LAUNDRY - ELECTRICAL

E111 LEVEL 1 - WAREHOUSE - ELECTRICAL

E130 ROOF PLAN - ELECTRICAL

02/12/2024

Project No.

Drawing Number

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD

600 Stewart St., Ste. 1400 Seattle, Washington 98101

Tel 206.267.1700 Fax 206.267.1701

SAZAN# 735-21013

Drawing Title

Approved: Pjoj Eng

DateProject Title

Approved: Infect Cont Approved: Chief P&O Approved: Chief M&R Approved: Safety Mgr. Building Number Checked By/Proj.Mgr Drawn By

LocationApproved: VAPORHCS DirectorApproved: Chief Facilities MgmtApproved: Service Chief

VA Portland Health Care System

(VAPORHCS)

STAMP

Vancouver Campus, Building 2

Fully Sprinklered

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

D X

-2

-2

-1

C o rr e c t H

V A

C F

C A

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-2

C H

F D

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E001

648-20-117

ELECTRICAL SCHEDULES 10/25/2022CORRECT HVAC FCA DEFICIENCIES

Total Est. Demand Current: 546 A

Total Conn. Current: 546 A

Total Est. Demand: 453739 VA

Spare 328242 VA 100.00% 328242 VA Total Conn. Load: 453739 VA

HVAC 125497 VA 100.00% 125497 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Total Amps: 546 A 546 A 546 A

Total Load: 151246 VA 151246 VA 151246 VA

41 -- -- -- -- 5817 VA 42

39 -- -- -- -- 5817 VA 40

37 2-CHP-1 30 A 3 5817 VA 38

35 -- -- -- -- 5817 VA 36

33 -- -- -- -- 5817 VA 34

31 2-CHP-2 30 A 3 5817 VA 32

29 -- -- -- -- 20775 VA 33932 VA -- -- -- -- 30

27 -- -- -- -- 20775 VA 33932 VA -- -- -- -- 28

25 PANEL MDP / NEW ROOF PENTHOUSE 200 A 3 20775 VA 33932 VA 3 175 A CU-2 26

23 -- -- -- -- 20775 VA 33932 VA -- -- -- -- 24

21 -- -- -- -- 20775 VA 33932 VA -- -- -- -- 22

19 TEMP TRAILERS 200 A 3 20775 VA 33932 VA 3 175 A CU-1 20

17 -- -- -- -- 6005 VA 18

15 -- -- -- -- 6005 VA 16

13 2-AH 9 50 A 3 6005 VA 14

11 -- -- -- -- 6005 VA 6005 VA -- -- -- -- 12

9 -- -- -- -- 6005 VA 6005 VA -- -- -- -- 10

7 2-AH 6 50 A 3 6005 VA 6005 VA 3 50 A 2-AH 8 8

5 -- -- -- -- 6177 VA 6005 VA -- -- -- -- 6

3 -- -- -- -- 6177 VA 6005 VA -- -- -- -- 4

1 2-AH 5 30 A 3 6177 VA 6005 VA 3 50 A 2-AH 7 2

C K T

# ITEM

N O T E

A M P S

P O L E A B C

P O L E

A M P S

N O T

E ITEM

C K T

MCB

600 A

MOUNTING: SURFACE

LOCATION: FED FROM: VOLTAGE: 480/277 Wye 3-PH, 4-WIRE

PANEL P-1 SCHEDULE

Total Est. Demand Current: 143 A

Total Conn. Current: 143 A

Spare 91130 VA 100.00% 91130 VA Total Est. Demand: 118631 VA

Receptacle 900 VA 100.00% 900 VA Total Conn. Load: 118631 VA

HVAC 26601 VA 100.00% 26601 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Total Amps: 152 A 144 A 135 A

Total Load: 41740 VA 39445 VA 37446 VA

41 -- -- -- -- 147 VA 6094 VA -- -- -- -- 42

39 -- -- -- -- 147 VA 6094 VA -- -- -- -- 40

37 DOOR OPENERS 15 A 3 147 VA 6094 VA 3 30 A CARDBOARD COMPACTOR 38

35 -- -- -- -- 1440 VA 2007 VA -- -- -- -- 36

33 -- -- -- -- 1440 VA 2007 VA -- -- -- -- 34

31 DOCK LEVELER 15 A 3 1440 VA 2007 VA 3 20 A SCISSOR LIFT 32

29 -- -- -- -- 886 VA 480 VA -- -- -- -- 30

27 -- -- -- -- 886 VA 480 VA -- -- -- -- 28

25 2AH-1 15 A 3 886 VA 480 VA 3 15 A 2-RF1 26

23 -- -- -- -- 0 VA 10790 VA -- -- -- -- 24

21 -- -- -- -- 0 VA 10667 VA -- -- -- -- 22

19 SPARE 20 A 3 0 VA 11960 VA 3 50 A PNL WL VIA XFMR 20

17 -- -- -- -- 4931 VA 0 VA -- -- -- -- 18

15 -- -- -- -- 4931 VA 0 VA -- -- -- -- 16

13 PNL WHB 100 A 3 4931 VA 0 VA 3 15 A SPARE 14

11 LTG CORRIDORS 20 A 1 300 VA 8940 VA -- -- -- -- 12

9 LTG OFFICES, RESTROOM 20 A 1 400 VA 11175 VA -- -- -- -- 10

7 EXIT LTG 20 A 1 30 VA 12120 VA 3 100 A XFMR WHA 8

5 WAREHOUSE LTG 20 A 1 1055 VA 376 VA 1 20 A WAREHOUSE LTG 6

3 WAREHOUSE LTG 20 A 1 745 VA 473 VA 1 20 A WAREHOUSE LTG 4

1 WAREHOUSE LTG 20 A 1 900 VA 745 VA 1 20 A LIGHTING RMS A100A, A100B 2

C K T

# ITEM

N O T E

A M P S

P O L E A B C

P O L E

A M P S

N O T

E ITEM

C K T

MLO

225 A

MOUNTING: RECESSED

LOCATION: FED FROM: VOLTAGE: 480/277 Wye 3-PH, 4-WIRE

PANEL WH SCHEDULE

Total Est. Demand Current: 89 A

Total Conn. Current: 89 A

Spare 27675 VA 100.00% 27675 VA Total Est. Demand: 32235 VA

Receptacle 900 VA 100.00% 900 VA Total Conn. Load: 32235 VA

HVAC 3660 VA 100.00% 3660 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Total Amps: 104 A 96 A 75 A

Total Load: 12120 VA 11175 VA 8940 VA

41 E WALL RCPT 20 A 1 720 VA 1385 VA -- -- -- -- 42

39 E WALL RCPT 20 A 1 720 VA 1385 VA -- -- -- -- 40

37 E WALL RCPT 20 A 1 720 VA 1385 VA 3 15 A HIGH SPEED DOOR 38

35 E WALL RCPT 20 A 1 720 VA 36

33 -- -- -- -- 720 VA 720 VA -- -- -- -- 34

31 208V POWER POLE NORTH 30 A 2 720 VA 720 VA 2 20 A 208V EAST WALL 32

29 RCPT N WALL 20 A 1 720 VA 1000 VA -- -- -- -- 30

27 RCPT N WALL 20 A 1 720 VA 1000 VA -- -- -- -- 28

25 COLOR COPIER 20 A 1 1200 VA 1000 VA 3 30 A T/L RCPT 26

23 EAST WALL RCPTS 20 A 1 720 VA 1200 VA 1 20 A 1 COLOR COPIER 24

21 -- -- -- -- 1200 VA 720 VA -- -- -- -- 22

19 POWER POLE/BIZ HUB PRINTER 958 20 A 2 1200 VA 720 VA 2 30 A 208V EAST WALL 20

17 915 VA -- -- -- -- 18

15 -- -- -- -- 720 VA 915 VA 2 20 A 2-P8 16

13 208V POWER POLE 20 A 2 720 VA 900 VA 1 20 A ROOF RCPT 14

11 PAPER CUTTER 20 A 1 120 VA 0 VA -- -- -- -- 12

9 OFFICE RCPTS 20 A 1 720 VA 0 VA -- -- -- -- 10

7 COUNTER RCPTS 20 A 1 720 VA 0 VA 3 20 A AC-100 8

5 COUNTER RCPTS 20 A 1 720 VA 720 VA 1 20 A SOUTH POST 6

3 -- -- -- -- 915 VA 720 VA 1 20 A NORTH POST 4

1 2-P5 20 A 2 915 VA 1200 VA 1 20 A COLLATOR - CENTER POST 2

C K T

# ITEM

N O T E

A M P S

P O L E A B C

P O L E

A M P S

N O T

E ITEM

C K T

MCB

225 A

WH VIA XFMR MOUNTING: RECESSED

LOCATION: FED FROM: VOLTAGE: 120/208 Wye 3-PH, 4-WIRE

PANEL WHA SCHEDULE

Total Est. Demand Current: 93 A

Total Conn. Current: 93 A

Total Est. Demand: 33417 VA

Spare 27927 VA 100.00% 27927 VA Total Conn. Load: 33417 VA

HVAC 5490 VA 100.00% 5490 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Total Amps: 100 A 89 A 90 A

Total Load: 11960 VA 10667 VA 10790 VA

41 -- -- -- -- 1830 VA 0 VA 1 20 A SPARE 42

39 -- -- -- -- 1830 VA 200 VA 1 20 A ACX - ATTIC 40

37 PNL WLB 60 A 3 1830 VA 200 VA 1 20 A DAS 38

35 720 VA 1 20 A SPD RCPTS 36

33 DOOR/DOCK ALARMS/RCPTS 20 A 1 720 VA 150 VA 1 20 A SPD LIGHTS 34

31 NW WALL 20 A 1 720 VA 720 VA 1 20 A WEST WALL 32

29 WAREHOUSE CLERIC WORK STATIONS 20 A 1 720 VA 720 VA 1 20 A RCPT A103 30

27 -- -- -- -- 2000 VA 2000 VA -- -- -- -- 28

25 BATTERY CHARGER 30 A 2 2000 VA 2000 VA 2 30 A BATTERY CHARGER 26

23 -- -- -- -- 1500 VA 0 VA 1 20 A SPARE 24

21 WATER HEATER 30 A 2 1500 VA 720 VA 1 20 A RCPT A100B 22

19 RCPT OFFICES 20 A 1 720 VA 720 VA 1 20 A RCPT A100A EAST WH WALL 20

17 RCPT REST ROOM 20 A 1 360 VA 720 VA 1 20 A RCPT SOUTH WALL WH 18

15 -- -- -- -- 0 VA 200 VA 1 20 A FIRE ALARM CAB 16

13 BATTERY CHARGER (OFF) 20 A 2 0 VA 2000 VA -- -- -- -- 14

11 VENDING+MICRO HALL 20 A 1 500 VA 2000 VA 2 30 A BATTERY CHARGER 12

9 RCPT DOCK 20 A 1 720 VA 500 VA 1 20 A 2-EF-11 10

7 VENDING (POP) HALL 20 A 1 500 VA 400 VA 1 20 A 2UH-12,13 UNIT HEATER 8

5 2 UH-11 & AH5 UNIT HEATERS 20 A 1 1000 VA 720 VA 1 20 A RCPT A-103 6

3 ENTRY LIGHT 20 A 1 127 VA 4

1 LIGHTING RMS A101, A102 20 A 1 150 VA 2

C K T

# ITEM

N O T E

A M P S

P O L E A B C

P O L E

A M P S

N O T

E ITEM

C K T

MCB

150 A

WH VIA ATTIC XFMR MOUNTING: RECESSED

LOCATION: FED FROM: VOLTAGE: 120/208 Wye 3-PH, 4-WIRE

PANEL WL SCHEDULE

FLA:

HP:

KVA:

KW:

MCA:

MOCP:

OFOI:

OFCI:

W:

WP:

VA:

FULL LOAD AMPERES

HORSEPOWER

KILOVOLT-AMPERES

KILOWATTS

MINIMUM CIRCUIT AMPACITY

MAXIMUM OVERCURRENT PROTECTIVE DEVICE

OWNER-FURNISHED, OWNER-INSTALLED

OWNER-FURNISHED, CONTRACTOR-INSTALLED

WATTS

WEATHERPROOF

VOLT-AMPERS

1) DISCONNECTS ARE SHOWN AS FRAME RATING / FUSE SIZE.

2) PROVIDE DUCT SMOKE DETECTORS FOR ALL HVAC UNITS SUPPLYING 2,000 CFM OR

MORE. COORDINATE WITH FIRE ALARM CONTRACTOR.

3) ALL 120V, 15A AND 20A RECEPTACLES AND/OR EQUIPMENT CIRCUITS SHALL BE GFCI

PROTECTED PER NOTE 2, UNLESS NOTED OTERWISE/

SCHEDULE NOTES: ABBREVIATION: SCHEDULE GENERAL NOTES

EQUIPMENT CONNECTION SCHEDULE

NO. EQUIPMENT DESCRIPTION LOCATION VA

HP

MCA MOCP VOLTAGE

PHASES

CONDUIT

SIZE

WIRE SIZE DISC/FUSE/POLES CIRCUIT NUMBER NOTES

2-AH 1 AIR HANDLER MEZZANINE 2659 0 4.0 15 A 480 3 3/4" 3#12, 1#12 GND 30/-/3 WH - 25,27,29

2-AH 2 AIR HANDLER B-105 MECH 9972 0 15.0 20 A 480 3 3/4" 3#12, 1#12 GND 30/-/3 LHB.2 - 79,81,83

2-AH 3 AIR HANDLER B-105 MECH 49860 0 0.0 0 A 480 3 1-1/4" 3#3, 1#8 GND 60/-/3 LHB.2 - 80,82,84

2-AH 4 AIR HANDLER B-105 MECH 17285 0 26.0 45 A 480 3 3/4" 3#10, 1#10 GND 30/-/3 LHB.3 - 85,87,89

2-AH 5 AIR HANDLER ROOF 18531 5.33 27.9 35 A 480 3 3/4" 3#10, 1#10 GND 30/-/3 P-1 - 1,3,5

2-AH 6 AIR HANDLER ROOF 18016 0 27.1 35 A 480 3 3/4" 3#10, 1#10 GND 60/-/3 P-1 - 7,9,11

2-AH 7 AIR HANDLER ROOF 18016 0 27.1 35 A 480 3 3/4" 3#10, 1#10 GND 60/-/3 P-1 - 2,4,6

2-AH 8 AIR HANDLER ROOF 18016 0 27.1 35 A 480 3 3/4" 3#10, 1#10 GND 60/-/3 P-1 - 8,10,12

2-AH 9 AIR HANDLER ROOF 18016 0 27.1 35 A 480 3 3/4" 3#10, 1#10 GND 60/-/3 P-1 - 13,15,17

2-CHP-1 PUMP 17451 15 0.0 0 A 480 3 1" 3#10, 1#10 GND 30/-/3 P-1 - 37,39,41

2-CHP-2 PUMP 17451 15 0.0 0 A 480 3 1" 3#10, 1#10 GND 30/-/3 P-1 - 31,33,35

2-CU 1 CONDENSOR ROOF 11966 0 18.0 25 A 480 3 3/4" 3#10, 1#10 GND 30/-/3 WHB - 1,3,5

2-P5 PUMP A-100B STORAGE 1830 1 0.0 0 A 208 1 3/4" 2#12, 1#12 GND 30/-/2 WHA - 1,3

2-P6 PUMP WAREHOUSE 1830 1 0.0 0 A 208 1 3/4" 2#12, 1#12 GND 30/-/2 WLB - 5,7

2-P7 PUMP WAREHOUSE 1830 1 0.0 0 A 208 1 3/4" 2#12, 1#12 GND 30/-/2 WLB - 9,11

2-P8 PUMP WAREHOUSE 1830 1 0.0 0 A 208 1 3/4" 2#12, 1#12 GND 30/-/2 WHA - 16,18

2-P9 PUMP A-103 OFFICE 1830 1 0.0 0 A 208 1 3/4" 2#12, 1#12 GND 30/-/2 WLB - 1,3

2-RF 1 RETURN FAN MEZZANINE 2825 0 0.0 0 A 480 3 3/4" 3#12, 1#12 GND 30/-/3 WHB - 7,9,11

2-RF 2 RETURN FAN B-105 MECH 9141 0 0.0 0 A 480 3 3/4" 3#10, 1#10 GND 30/-/3 LHB.3 - 121,123,125

2-RF 3 RETURN FAN B-105 MECH 22437 0 33.8 40 A 480 3 1" 3#8, 1#10 GND 60/-/3 LHB.3 - 91,93,95

2-RF 4 RETURN FAN B-105 MECH 11634 0 0.0 0 A 480 3 3/4" 3#12, 1#12 GND 30/-/3 LHB.3 - 127,129,131

EF-6 EXHAUST FAN ROOF 3989 0 0.0 0 A 480 3 3/4" 3#12, 1#12 GND 30/-/3 LHB.3 - 97,99,101

EF-7 EXHAUST FAN ROOF 6316 0 0.0 0 A 480 3 3/4" 3#12, 1#12 GND 30/-/3 LHB.3 - 86,88,90

Revisions: Date:

Total Est. Demand Current: 18 A

Total Conn. Current: 18 A

Total Est. Demand: 14792 VA

Total Conn. Load: 14792 VA

HVAC 14792 VA 100.00% 14792 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Total Amps: 18 A 18 A 18 A

Total Load: 4931 VA 4931 VA 4931 VA

41 42

39 40

37 38

35 36

33 34

31 32

29 SPARE 20 A 1 0 VA 30

27 SPARE 20 A 1 0 VA 28

25 SPARE 20 A 1 0 VA 26

23 -- -- -- -- 0 VA 24

21 -- -- -- -- 0 VA 22

19 SPARE 20 A 3 0 VA 20

17 -- -- -- -- 0 VA 18

15 -- -- -- -- 0 VA 16

13 SPARE 20 A 3 0 VA 14

11 -- -- -- -- 942 VA 12

9 -- -- -- -- 942 VA 10

7 2-RF 1 20 A 3 942 VA 8

5 -- -- -- -- 3989 VA 6

3 -- -- -- -- 3989 VA 4

1 2-CU 1 20 A 3 3989 VA 2

C K T

# ITEM

N O T E

A M P S

P O L E A B C

P O L E

A M P S

N O T

E ITEM

C K T

MLO

100 A

WH MOUNTING: SURFACE

LOCATI…

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