20250729_PVAMC Surgical Suite Expansion_Add001.pdf

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Attached to
Y1DA--648-349 Construct Space for the Surgical Service Minor Construction - Portland, OR VAMC
Solicitation number
IFB-36C77625B0017
Issued by

About this file

This document is a set of architectural and electrical design drawings for a surgical suite expansion project at the Portland VA Medical Center. The drawings, prepared by MA Architects, Inc., detail renovation and demolition plans for the 3rd and 4th floors, including floor plans, roof plans, framing details, firestop details, electrical power plans, panel schedules, and finish schedules. The project involves reconfiguring existing surgical spaces, with specific focus on areas like operating rooms, recovery bays, equipment storage, corridors, and support spaces. The electrical plans include detailed information on power distribution, lighting fixtures, panel schedules, and vertical bus duct connections. The project is part of a competitive Service-Disabled Veteran-Owned Small Business (SDVOSB) set-aside construction opportunity with a project magnitude between $10-20 million, located at 3710 SW US Veterans Hospital Road in Portland, Oregon.

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File Type Posted
Amendment 6 - 36C77625B0017 0006 8-12-2025.pdf PDF
20250811 - RFI TRACKING SHEET - SOLICITATION 36C77625B0017 - Project 648-349.pdf PDF
Amendment 5 - 36C77625B0017 0005 8-11-2025.pdf PDF
Wage rates Multnomah 8-8-2025.pdf PDF
20250807_RFI TRACKING SHEET - SOLICITATION 36C77625B0017 - Project 648-349.pdf PDF
Online Bid Opening Meeting Info.docx DOCX document
Amendment 4 - 36C77625B0017 0004 8-7-2025.pdf PDF
00 01 10 - Table of Contents.pdf PDF
Amendment 3 - 36C77625B0017 0003 7-30-25.pdf PDF
Wage rates Multnomah 7-25-2025.pdf PDF
As-Built Plan Roof Details.pdf PDF
RFI TRACKING SHEET - SOLICITATION 36C77625B0017 - Project 648-349.pdf PDF
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AHU 33 Terminal unit report.pdf PDF
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Amendment 2 - 36C77625B0017 0002 7-21-25.pdf PDF
Amendment 1 - 36C77625B0017 0001 7-10-25.pdf PDF
Wage rates Multnomah 7-4-2025.pdf PDF
Contractor sign in.pdf PDF
Attachment 16 - Site Visit Instructions.pdf PDF
Attachment 4 - 648-349 VAPHCS - Space for Surgical Service Plans BID Set Part 3.pdf PDF
Attachment 1 - 648-349 VAPHCS Specs 100Pct BID Set REV 3.pdf PDF
Attachment 7 - 648-349 VAPHCS - Space for Surgical Service Plans BID Set Part 6.pdf PDF
Attachment 10 - 648-349 VAPHCS - Space for Surgical Service Plans BID Set Part 9.pdf PDF
Attachment 2 - 648-349 VAPHCS - Space for Surgical Service Plans BID Set Part 1.pdf PDF
Attachment 14 - Infection Control Risk Assessement - ICRA 648-349.pdf PDF
Attachment 11 - Brand Name Justification - Portland_Redacted.pdf PDF
Attachment 8 - 648-349 VAPHCS - Space for Surgical Service Plans BID Set Part 7.pdf PDF
Attachment 17 - RFI TRACKING SHEET - SOLICITATION 36C77625B0017 - Project 648-349.xlsx XLSX spreadsheet
Attachment 12 - Wage rates Multnomah 5-30-2025.pdf PDF
Attachment 5 - 648-349 VAPHCS - Space for Surgical Service Plans BID Set Part 4.pdf PDF
IFB 36C77625B0017.pdf PDF
Attachment 13 - PreConstruction Risk Assessment - PCRA 648-349.pdf PDF
Attachment 16 - Site Visit Instructions.pdf PDF
Attachment 15 - Limitations on Subcontracting - Construction.docx DOCX document
Attachment 9 - 648-349 VAPHCS - Space for Surgical Service Plans BID Set Part 8.pdf PDF
Attachment 3 - 648-349 VAPHCS - Space for Surgical Service Plans BID Set Part 2.pdf PDF
Attachment 6 - 648-349 VAPHCS - Space for Surgical Service Plans BID Set Part 5.pdf PDF
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Text version

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RISER

RISER

NO. 3

STAIR

CLOSET, TELE.

MECH. RM. SERV. BAY NO. 2

CLOSET, TELE.

MECH. RM. SERV. BAY NO. 3

ELEC. ROOM

CART LIFT

TOILET

LOCKER RM.

H.A.C.

EXAM/ TREAT. OBSERVATION

EXAM/ TREAT. CARDIAC PROC. 1

VESTIBULE

CORRIDOR HOLDING PAT.PROCEDURE ROOM

ETT

CORRIDOR

CORRIDOR

OFFICE

RECEPTION

WORK

HALL

CORRIDOR

EXAMEXAMOFFICEPFT LABMED. PREP. RM.

EQUIPMENT

STAFF TOILET

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CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

SUPPORT

CORRIDOR

EXAM

EXAM #10

EXAM #9

EXAM #8

EXAM #7

VITALSEXAM #1EXAM #12

PATIENT HOLDING

NURSE STATION

EXAM #1

PROV. WORK (3)

TEAM

EXAM #6

PATIENT TOILET

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OFFICE

VITALSEXAM #5EXAM #4EXAM #3EXAM #2SURG. PREP. ANESTHESIASTAFF LOUNGEGI/ENDO OFFICE CLEAN SCOPESGI/ENDO STAFF WORKTELE MED/CARDIOCARDIO RESEARCHNURSE PRACT. (3)

GI/ENDO #1 PROC. GI/ENDO #2 PROC.

GI/ENDO #4 PROC. GI/ENDO #3 PROC.

PATIENT TOILET EQUIPMENT ROOM

CLEAN UTIL.

SOILED UTIL.

PATIENT TOILET

CARDIO, FELLOWS

CORRIDOR

STAFF TOILET

ECHO READING

CONFERENCE

H.A.C.OFFICE EQUIP. STORAGE

OFFICE

BAY 6

BAY 5

BAY 4

BAY 3

BAY 2

BAY 1

D.F.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

C A

R T

F .E .C

F.E.C.

F.E.C.

PARTITION LEGEND:

NOTE:

-CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE COMMENCEMENT

OF WORK.

-DIMENSIONS: WALL DIMENSIONS ARE FACE OF FINISHED FACE TO

FINISHED FACE UNLESS NOTED OTHERWISE. WINDOW / DOOR

DIMENSIONS ARE TO CENTER LINE OF WINDOW / DOOR.

-ALL MTL. STUDS ARE 4" U.N.O. (MATCH FRAMING OF CURRENT

CONDITIONS AS APPLICABLE)

-WHERE DIMENSION IS PRECEEDED BY A (±) SYMBOL, THIS

REPRESENTS/ALLOWS A "FLOAT" IN LAYING OUT THE WORK.

CONTRACTOR IS TO NOTIFY ARCHITECT IN WRITING, PRIOR TO FRAMING,

IF DIMENSION EXCEED ±2" FOR DIRECTION ON HOW TO PROCEED.

NEW 1-HOUR RATED FIRE PARTITION

NEW ACOUSTICAL / NON-RATED PARTITION

(E) 1-HOUR RATED FIRE PARTITION

(E) ACOUSTICAL / NON-RATED PARTITION

(E) PARTITION TO BE DEMOLISHED

(E) 2-HOUR RATED FIRE BARRIER

NEW 2-HOUR RATED FIRE BARRIER

NEW 1-HOUR FIRE RESISTIVE SMOKE BARRIER

(E) 1-HOUR FIRE RESISTIVE SMOKE BARRIER

B

C

D

E

F

G

1112131415161819 17

A

185 TYP.

TYP.

191 191 191TYP. TYP. TYP.

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

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

Planning - Architecture - Interiors

Project Number

Construct Space for Surgical Service

MA Arch

AD-141

4th FLOOR DEMOLITION PLAN 648-349

SMc

VA Portland Healthcare System 3710 SW US Veterans Hospital Rd., Portland, OR 97239

07.25.2025

100% CONSTRUCTION

DOCUMENTS

FULLY

SPRINKLERED

23045

Key Notes

185 EXISTING ROOF DRAIN ASSEMBLY TO REMAIN (PROTECT

IN PLACE). CLEAN FREE OF DEBRIS AS NECESSARY.

CHECK ALL DRAIN TRANSITIONS FOR ALL ROOFS FOR ANY

SIGNS OF LEAKS. REPAIR AS NECESSARY. APPROX. 3

LOCATIONS IN THE PROJECT, VERIFY IN FIELD.

186 EXISTING SAFETY ANCHORS TO REMAIN.

189 REMOVE (E) PARAPET WALL & PREP AREA FOR ADDITION.

191 REMOVE (E) BALLAST ROOFING MEMBRANE SYSTEM AND

PREP SUBSTRATE FOR INSTALLATION OF NEW ROOF

ASSEMBLY.

192 DEMO (E) SLAB (APROX. 3' X 3' AREA ) AS NEEDED FOR

THE INSTALLATION OF NEW FRAMING. TYPICAL OF EACH

NEW MEMBER (REFER TO STRUCTURAL).

1/8" = 1'-0"

4th Floor Department Plan (Demolition)

KEY PLAN

Rev. Date Description

A 7.25.2025 Addendum 001

A

A

A

A

07/29/2025

Exp. 12.31.2025

A

HZ

HZ

HZ

HZ HZ HZ

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00m m A R M m m

AR

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1300m m

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RISER

D.F.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

C A

R T

F .E .C

F.E.C.

F.E.C.

B

C

D

E

F

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1112131415161819 17

A

AE-500

AE-5003

AE-500 2

283282

AE-907

287 287 287

AE-907

AE-5004

289 289

AE-907

ROOF

ASSEMBLY

282 285 282285

TYP. TYP.10’−0"

’−0

’−0

16’−6"

AE-907

TYP.TYP.

TYP.

TYP.

ROOFING GENERAL NOTES:

ROOF SCHEDULE:

5" ROOF ASSEMBLY CONSISTS OF +/- 1.5" LOOSE GRAVEL o/ FABRIC FILTER o/ +/- 3.5" RIGID INSULATION o/ SINGLE-PLY MEMBRANE o/ 1" INSULATION o/ STRUCTURE ((E) CONCRETE IN GRID LINE B TO C, REINFORCED PERLITE AT NEW METAL DECK TO MEET UL P907 IN GRID

LINE A TO B).

MANUFACTURE: TBD

ROOF INSULATION: ROOF RIGID INSULATION TO BE SLOPED A MIN. OF 1/4"

PER FOOT TOWARD NEW DRAINS AS INDICATED ON THE PLAN.

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

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

Planning - Architecture - Interiors

Project Number

Construct Space for Surgical Service

LR

AE-241

RENOVATION ROOF PLAN

648-349

SMc

VA Portland Healthcare System 3710 SW US Veterans Hospital Rd., Portland, OR 97239

07.25.2025

100% CONSTRUCTION

DOCUMENTS

FULLY

SPRINKLERED

23045

KEY PLAN

1/8" = 1'-0"

4th Floor Plan (Renovation)

Key Notes

281 INSTALL NEW ROOFING ASSEMBLY PER ROOF SCHEDULE;

REFER TO MANUFACTURER INSTALLATION REQUIREMENTS

TO MATCH EXISTING.

282 NEW SHEET METAL COPING (REFER TO SPECIFICATIONS)

283 NEW NON-SLIP WALKWAY PADS TO MATCH EXISTING;

INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

284 PROVIDE NEW ROOF DRAIN & OVERFLOW ASSEMBLY

COVER (REFER TO PLUMBING).

285 NEW SAFETY ANCHORS.

286 NEW EXHAUST FAN (REFER TO MECHANICAL).

287 OVERFLOW ASSEMBLY TO EXTERIOR ELEVATION. (REFER

TO ELEVATIONS).

288 OVERLAP THE COPING CAP FLASHING A MIN. OF 6" OVER

THE EXISTING COPING CAP.

289 PROVIDE NEW ROOF OVERFLOW ASSEMBLY (REFER TO

PLUMBING), TYPICAL AT EXISTING DRAIN LOCATIONS.

291 MECHANICAL SCREEN FOR NEW EXHAUST FAN (REFER TO

STRUCTURAL FOR FRAMING).

Rev. Date Description

A 7.25.2025 Addendum 001

A

07/29/2025

Exp. 12.31.2025

HZ

HZ

HZ

HZ HZ HZ

HEAD

0m m A R M

00m m A R M m m

AR

M

1300m m

ARM

m m

AR

M m m A

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0m m

AR

M m m

A R M m m

AR

M m m A

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0m m

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0m m

AR

M m m A

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HEAD

HEAD

HEAD

UP

DN

UP

DN

P-TUBE

STATION

6" CUP

SINK

LOUVER

L O U V E R

L O U V E R

P-TUBE

STATION

RISER

RISER

D.F.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

C A

R T

F .E .C

F.E.C.

F.E.C.

B

C

D

E

F

G

1112131415161819 17

A

AE-500

AE-5003

AE-500 2

AE-5004

282 285

287 287 287

AE-907

TYP.

TYP.

TYP.

AE-907

ROOF

ASSEMBLY

TYP.

AE-907

’−0

AE-907

16’−6"

’−0

10’−0"

ROOFING GENERAL NOTES:

ROOF SCHEDULE (DEDUCT ALTERNATE):

+/-3.5" ROOF ASSEMBLY CONSIST OF SINGLE-PLY MEMBRANE o/ +/- 3.5" RIGID INSULATION o/ STRUCTURE ((E) CONCRETE IN GRID LINE B TO C, REINFORCED PERLITE AT NEW METAL DECK TO MEET UL P907 IN GRID

LINE A TO B).

MANUFACTURE: TBD

ROOF INSULATION: ROOF RIGID INSULATION TO BE SLOPED A MIN. OF 1/4"

PER FOOT TOWARD NEW DRAINS AS INDICATED ON THE PLAN.

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

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

Planning - Architecture - Interiors

Project Number

Construct Space for Surgical Service

Author

AE-241A

RENOVATION ROOF PLAN (DEDUCT

ALTERNATE)

648-349

SMc

VA Portland Healthcare System 3710 SW US Veterans Hospital Rd., Portland, OR 97239

07.25.2025

100% CONSTRUCTION

DOCUMENTS

FULLY

SPRINKLERED

23045

Rev. Date Description

A 7.25.2025 Addendum 001

1/8" = 1'-0"

4th Floor Plan (Renovation) Deduct Alterante

KEY PLAN

Key Notes

281 INSTALL NEW ROOFING ASSEMBLY PER ROOF SCHEDULE;

REFER TO MANUFACTURER INSTALLATION REQUIREMENTS

TO MATCH EXISTING.

282 NEW SHEET METAL COPING (REFER TO SPECIFICATIONS)

284 PROVIDE NEW ROOF DRAIN & OVERFLOW ASSEMBLY

COVER (REFER TO PLUMBING).

285 NEW SAFETY ANCHORS.

286 NEW EXHAUST FAN (REFER TO MECHANICAL).

287 OVERFLOW ASSEMBLY TO EXTERIOR ELEVATION. (REFER

TO ELEVATIONS).

288 OVERLAP THE COPING CAP FLASHING A MIN. OF 6" OVER

THE EXISTING COPING CAP.

290 NEW PVC MAINTENANCE WALKPADS.

291 MECHANICAL SCREEN FOR NEW EXHAUST FAN (REFER TO

STRUCTURAL FOR FRAMING).

A

F .E .C

BLANKET

WARMER

FLOORING:

SVT-01 SOLID VINYL TILE

MANUFACTURER: FLEXCO

COLLECTION: DELANE

PRODUCT: STATIC DISSIPATE SOLID

VINYL TILE

COLOR: DISS-HW65

NAME: WARM GRAY

SIZE: 36" x 36"

REMARKS: WELDED SEAM TILE

FLOORING, WELDING BEAD

WBV-65 WARM GRAY

QT-01 QUARRY TILE

MANUFACTURER: DALTILE

COLLECTION: QUARRY TILE

PRODUCT: PAVER

COLOR: OQ-92

NAME: GRAY

SIZE: 6" x 6" REMARKS: w/ COVE BASE

ACCESSORIES ALL WALLS

PT-01 PORCELAIN TILE

MANUFACTURER: DALTILE

COLLECTION: VOLUME 1.0

PRODUCT: GLAZED PORCELAIN w/

STEPWISE TECHNOLOGY

COLOR: VL74

SIZE: 6" x 6"

REMARKS: -

VCT-01 VINYL COMPOSITE TILE

MANUFACTURER: ARMSTRONG

COLLECTION: STANDARD EXCELON

PRODUCT: IMPERIAL TEXTURE

COLOR: 51858

NAME: SANDRIFT WHITE

SIZE: 12" x 12"

REMARKS: -

PAINTS:

P-01 PAINT (GENERAL)

MANUFACTURER: PPG PITTSBURG PAINTS

MODEL: TBD, SEMI-GLOSS

COLOR: PPG14-16

NAME: WINTER MOOD

REMARKS: INTERIOR WALLS FLOOR TO CEILING

CORNER TO CORNER

P-02 PAINT (OFFICES - GENERAL)

MANUFACTURER: PPG PITTSBURG PAINTS

MODEL: TBD, WASHABLE EGGSHELL

COLOR: PPG14-16

NAME: WINTER MOOD

REMARKS: INTERIOR WALLS FLOOR TO CEILING

CORNER TO CORNER

P-03 PAINT (CEILING)

MANUFACTURER: PPG PITTSBURG PAINTS

MODEL: TBD, FLAT

COLOR: PPG14-16

NAME: WINTER MOOD

P-04 PAINT (RECOVERY BAY, TOILET-ACCENT)

MANUFACTURER: PPG PITTSBURG PAINTS

MODEL: TBD, SEMI-GLOSS

COLOR: PPG1033-4

NAME: LIGHT DRIZZLE

REMARKS: INTERIOR WALLS FLOOR TO CEILING

CORNER TO CORNER

P-05 PAINT (OFFICES - ACCENT)

MANUFACTURER: PPG PITTSBURG PAINTS

MODEL: TBD, WASHABLE EGGSHELL

COLOR: PPG1143-2

NAME: BLUE LULLABY

REMARKS: INTERIOR WALLS FLOOR TO CEILING

CORNER TO CORNER

P-06 PAINT (INTERIOR DOOR)

MANUFACTURER: PPG PITTSBURG PAINTS

MODEL: PPG PITT-TECH PLUS EP, SATIN

COLOR: PPG1025-3

NAME: WHISKERS

P-07 PAINT (INTERIOR DOOR FRAME)

MANUFACTURER: PPG PITTSBURG PAINTS

MODEL: TBD, SATIN, PPG PITT-TECH PLUS EP

COLOR: PPG1025-4

NAME: SHARKSKIN

P-08 PAINT

MANUFACTURER: FRAZEE

MODEL: EXTERIOR VA BLACK

COLOR: #B2Y40F2KX6 100% ACRYLIC

REMARKS: EXTERIOR FINISHES BY ARCHITECT

P-09 PAINT

MANUFACTURER: FRAZEE

MODEL: EXTERIOR VA WHITE

COLOR: #001 100% ACRYLIC

REMARKS: EXTERIOR FINISHES BY ARCHITECT

FINISH LEGEND:

WALLS:

PT-02 PORCELAIN WALL TILE

MANUFACTURER: DALTILE

COLLECTION: COLOR WHEEL

PRODUCT: CLASSIC COLOR

COLOR: 0790

NAME: MATTE ARCTIC WHITE

SIZE / PROFILE: 6" x 6"

REMARKS: FINISH ACCESSORIES AT

ALL TERM./TRANS.

PT-03 PORCELAIN WALL TILE

MANUFACTURER: DALTILE

COLLECTION: COLOR WHEEL

PRODUCT: CLASSIC COLOR

COLOR: 0790

NAME: MATTE ARCTIC WHITE

SIZE / PROFILE: 4.25" x 4.25"

REMARKS: FINISH ACCESSORIES AT

ALL TERM./TRANS.

BASE:

RB-01 RUBBER BASE

MANUFACTURER: FLEXCO

MODEL: TS WALLFLOWERS 4"

HIGH

COLOR: 023 PEBBLE

SVB-01 SOLID VINYL BASE

MANUFACTURER: FLEXCO

COLLECTION: DELANE

MODEL: 4" COVE BASE

COLOR: 65

NAME: WARM GRAY

SIZE: 4" SELF COVE

REMARKS: CHEMICALLY WELDED

SEAMS w/ COVE STRIP

CEILING:

ACT-01 ACOUSTICAL CEILING TILE

MANUFACTURER: ARMSTRONG

MODEL: CLEANROOM VL

FINISH / COLOR: WH / SQUARE LAY-IN

NAME: WHITE

SIZE / PROFILE: 24" x 24" x 5/8" REMARKS: w/ ARMSTRONG 15/16"

CEILING GRID (WH) WHITE

ACT-02 ACOUSTICAL CEILING TILE

MANUFACTURER: ARMSTRONG

MODEL: CORTEGA

FINISH / COLOR: WH / SQUARE LAY-IN

NAME: WHITE

SIZE / PROFILE: 24" x 24" x 5/8" REMARKS: w/ ARMSTRONG 15/16"

CEILING GRID (WH) WHITE

GWB GYPSUM WALLBOARD SYSTEMS

MANUFACTURER: TBD

MODEL: -

FINISH / COLOR: -

NAME: -

SIZE / PROFILE: -

REMARKS: -

PLASTIC LAMINATE (CASEWORK):

PL-01 PLASTIC LAMINATE

MANUFACTURER: WILSONART

COLLECTION: STANDARD LAMINATE

COLOR: 4877-38

NAME: FINE VELVET

SIZE: -

REMARKS: -

MISCELLANEOUS:

RS-01 ROLLER (SOLAR) SHADE FABRIC

MANUFACTURER: VEROSOL

COLLECTION: SILVER SCREEN

OPENESS: 3%

COLOR: TBD

SIZE: -

REMARKS: SHADE FABRIC TO HAVE

METALIZED COATING -

EXTERIOR FACING;

STAINLESS BALL-CHAIN PULL

FINISH SCHEDULE GENERAL NOTES:

1. ALL MATERIALS TO BE INSTALLED PER MANUFACTURE'S INSTRUCTIONS.

2. ALL SOFFIT FACES TO BE SAME COLOR & FINISH AS ADJACENT WALL; U.N.O.

3. ALL INTEGRAL FLASH COVE BASES TO BE 4" HIGH & SUPPORTED BY A COVE SUPPORT

STRIP. FINISH TOP OF COVE w/ ALUMINUM TRIM (SEAL ALL JOINTS TO WALL SUBSTRATE).

NOTED AS BASE TYPE SVB-#.

4. PROVIDE MATCHING WELD ROD AT ALL SHEET VINYL SEAMS.

5. PROVIDE CONCRETE SEALER AT ROOMS SCHEDULED WITH FLOORING TYPE SC-1.

6. ALL CEILING HEIGHTS TO BE 9'-0" U.N.O.

7. PAINT ALL DIFFUSERS, GRILLES, ACCESS PANELS TO MATCH ADJACENT SURFACES.

8. PROVIDE BEVELED TRANSITION STRIPS AT FLOOR MATERIAL CHANGES SO THAT THE

VERTICAL DIFFERENCE IN ELEVATION IS NOT GREATER THAN 1/2". FLOAT SUBSTRATE AS

NEEDED WHEN APPLICABLE.

9. INTERIOR WALL & CEILING FINISHES MUST COMPLY FOR FLAME SPREAD PER IBC TABLE

803.13. INTERIOR FLOOR FINISHES MUST COMPLY w/ IBC SECTION 804.4.

10. PROVIDE 1" DOOR UNDERCUT TO NECESSARY TO ACCOMODATE SCHEDULED FINISHES.

11. MANUFACTURER’S TRADE NAMES AND NUMBERS USED HEREIN ARE ONLY TO IDENTIFY

COLORS, FINISHES, TEXTURES AND PATTERNS. PRODUCTS OF OTHER

MANUFACTURER’S EQUIVALENT TO COLORS, FINISHES, TEXTURES AND PATTERNS OF

MANUFACTURERS LISTED THAT MEET REQUIREMENTS OF TECHNICAL SPECIFICATIONS

WILL BE ACCEPTABLE UPON APPROVAL IN WRITING BY THE CONTRACTING OFFICER FOR

FINISH REQUIREMENTS.

B

C

11121314151617

A

133 SF

Iso/ Multi-P Bay

3C-166

102 SF

Med Equipment

Storage 3C-167

53 SF

Soiled Utility 3C-168

85 SF

Nourishment Room

3C-165

90 SF

Clean Utility Strg.

3C-164

1157 SF

(E) Pre Op.

3C-159

56 SF

Toilet (Staff) 3C-170

47 SF

Hskpg.

3C-171

79 SF

(E) Anes.

Super. Office

3C-128b

102 SF

(E) Anesthesia

Office 3C-128a

150 SF

(E) Perfusion Setup

Storage 3C-124a

442 SF

(E) Anesthesia Work Room

& Strg.

3C-128

1562 SF

(E) Corridor C3-28

39 SF

(E) H.A.C.

3C-127

23 SF

(E) Storage 3C-126

80 SF

(E) Control 3C-125

590 SF

(E) OR #4

Cardiac 3C-124

915 SF

(E) OR #5

General 3C-132

1820 SF

Med.

Equipment

Storage 3C-178

164 SF

Lead Vest Dressing 3C-177

84 SF

Office 3C-176

88 SF

Office 3C-174

90 SF

Office 3C-173

77 SF

Office 3C-172

107 SF

Nurse Work Area

3C-167

CG-01

CG-01

603 SF

[E] Corridor C3-30

ACCENT PAINT

A C

C E

N T

P A

IN

T

S-01

S-01

Bay 16

Bay 15

Bay 14

Bay 09 Bay 10 Bay 11 Bay 12 Bay 13

73 SF

Hallway 3C-169A

40 SF

Alcove 3C-169

WPS-1

32 SF

Entry 3C-175B

2642 SF

Recovery Bay

3C-100

RWC-01

RWC-01

RWC-01

RWC-01

S-01S-01S-01S-01S-01S-01S-01S-01S-01S-01S-01S-01

S-01

S-01

S-01

S-01

RWC-01

WPS-1

S-01

RWC-01

RWC-01

WPS-1

WPS-1RWC-02

RWC-02

PL-01

RWC-02

RWC-02

RWC-02

WPS-1

RWC-02

RWC-02

PT-02

PT-02

296 SF

Hallway C3-175A

CG-02

CG-01

CG-02

CG-01

CG-01

CG-01

CG-01

CG-02

RWC-01

RWC-01

RWC-01

CG-02

CG-01

CG-01

RWC-01

RWC-01

CG-01

CG-01

CG-01

CG-01

CG-01

CG-01

CG-01

CG-01

CG-01

CG-01

CG-01

S-02

RWC-01 RWC-01

RWC-02/WPS-1RWC-02/WPS-1

PT-03

CG-01

R W

C -0

/W

P S

-1

CG-01

RWC-01 RWC-01WPS-1 WPS-1

RWC-01

CG-02 PARTIAL

TYP.802

WPS-1

RWC-01

RWC-01

CG-01

WPS-1

WPS-1

TYP.

TYP.

PT-03

RWC-01

WALL PROTECTION LEGEND:

WPS-1 CRASH RAIL & BUMPER GUARD

DETAIL:

CR-01 CRASH RAIL

MANUFACTURER: ACROVYN 4000

MODEL: SCR-F SERIES

SIZE/ PROFILE:

COLOR: OZARK #314

BG-01 BUMPER GUARD

MANUFACTURER: ACROVYN 4000

MODEL: SCR-F SERIES

SIZE/ PROFILE:

COLOR: OZARK #314

CG-01 CORNER GUARD

MANUFACTURER: ACROVYN 4000D

MODEL: FS-20/FS-20R

SIZE/ PROFILE: 3" WIDE

COLOR: OZARK #314

REMARKS: FLUSH MOUNT; FULL HEIGHT

CG-02 CORNER GUARD - WALL END

MANUFACTURER: ACROVYN

MODEL: FSC SERIES

SIZE/PROFILE: CUSTOM

COLOR: OZARK #314

REMARKS: FLUSH MOUNT; FULL HEIGHT

SOLID SURFACE:

RWC-01 RIGID VINYL WALL COVERING

MANUFACTURER: ACROVYN 4000

MODEL: ACROVYN WALL COVERING - ACROVYN SOLID COLORS

SIZE / PROFILE: 0.60" THICK SHEET

COLOR: OZARK #314

REMARKS: 4' WAINSCOT, BEVELED TOP EDGE BY MANUFACTURER U.N.O.

RWC-02 RIGID VINYL WALL COVERING

MANUFACTURER: ACROVYN 4000

MODEL: ACROVYN WALL COVERING - ACROVYN SOLID COLORS

SIZE / PROFILE: 0.60" THICK SHEET

COLOR: WHITE #949

REMARKS: 4' WAINSCOT, BEVELED TOP EDGE BY MANUFACTURER U.N.O.

S-01 SOLID SURFACE (PONY WALL TOP CAP/ WINDOWSILLS)

MANUFACTURER: CORIAN

MODEL: PRICE GROUP 3

SIZE / PROFILE: -

COLOR: SPARKLING GRANITA

REMARKS: -

S-02 SOLID SURFACE (COUNTERTOP, 3C-162)

MANUFACTURER: CORIAN

MODEL: PRICE GROUP 2

COLOR: NEUTRAL CONCRETE

/5 AE-903

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

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

Planning - Architecture - Interiors

Project Number

Construct Space for Surgical Service

MA Arch

AE-800

FINISH SCHEDULES

648-349

SMc

VA Portland Healthcare System 3710 SW US Veterans Hospital Rd., Portland, OR 97239

07.25.2025

100% CONSTRUCTION

DOCUMENTS

FULLY

SPRINKLERED

23045

FINISH SCHEDULE (RENOVATION)

Room Number Room Name Area Floor Finish Base Finish Wall (N) Wall (E) Wall (S) Wall (W) Wainscot Ceiling Finish 3C-100 Recovery Bay 2642 SF SVT-01 RB-01 P-01 P-01 P-04 P-01 RWC-01/WPS-1 ACT-01

3C-164 Clean Utility Strg. 90 SF SVT-01 SVB-01 P-01 P-01 P-01 P-01 RWC-02 ACT-01

3C-165 Nourishment Room 85 SF SVT-01 RB-01 P-01 P-01 P-01 P-01 - ACT-01

3C-166 Iso/ Multi-P Bay 133 SF SVT-01 SVB-01 P-01 P-01 P-01 P-01 - ACT-01

3C-167 Med Equipment Storage 102 SF SVT-01 SVB-01 P-01 P-01 P-01 P-01 RWC-02 ACT-01

3C-167 Nurse Work Area 107 SF SVT-01 RB-01 P-01 P-01 P-01 P-01 RWC-01 ACT-01

3C-168 Soiled Utility 53 SF SVT-01 SVB-01 P-01 P-01 P-01 P-01 RWC-02 ACT-01

3C-169 Alcove 40 SF SVT-01 RB-01 P-01 P-01 P-01 P-01 RWC-01/WPS-1 ACT-01

3C-169A Hallway 73 SF SVT-01 RB-01 P-01 P-01 P-01 - RWC-01/WPS-1 ACT-01

3C-170 Toilet (Staff) 56 SF PT-01 PT-02 P-04 P-04 P-04 P-04 PT-02 GWB/P-03

3C-171 Hskpg. 47 SF QT-01 QT-01 P-01 P-01 P-01 P-01 RWC-02 ACT-01

3C-172 Office 77 SF SVT-01 RB-01 P-02 P-02 P-02 P-05 - ACT-02

3C-173 Office 90 SF SVT-01 RB-01 P-02 P-02 P-05 P-02 - ACT-02

3C-174 Office 88 SF SVT-01 RB-01 P-02 P-02 P-05 P-02 - ACT-02

3C-175B Entry 32 SF SVT-01 RB-01 P-01 P-01 - P-01 - ACT-01

3C-176 Office 84 SF SVT-01 RB-01 P-05 P-02 P-02 P-02 - ACT-02

3C-177 Lead Vest Dressing 164 SF SVT-01 SVB-01 P-01 P-01 P-01 P-01 RWC-01 ACT-01

3C-178 Med. Equipment Storage 1820 SF SVT-01 SVB-01 P-01 P-01 P-01 P-01 RWC-01 ACT-01

C3-30 [E] Corridor 603 SF VCT-(E) RB-(E) P-(E) P-03 P-(E) P-01 RWC-02/WPS-1 ACT-(E)

C3-175A Hallway 296 SF SVT-01 RB-01 - P-04 P-01 P-01/P-04 RWC-01 ACT-01

3/16" = 1'-0"

3rd Floor Department Finish Plan

FINISH SCHEDULE (EXISTING)

Room Number Room Name Area Floor Finish Base Finish Wall (N) Wall (E) Wall (S) Wall (W) Wainscot Ceiling Finish 3C-128 (E) Work. Anasthesia 442 SF VCT-(E) RB-(E) P-(E) P-(E) P-(E) P-(E) - GWB-(E)

3C-128 (E) Entryway 76 SF VCT-(E) RB-(E) P-(E) P-(E) P-(E) P-(E) WT-(E) - 4' ACT-(E)

3C-128a (E) Anesthesia Store Room 102 SF VCT-(E) RB-(E) P-(E) P-(E) P-(E) P-(E) - ACT-(E)

3C-128b (E) Anes. Super. Office 79 SF VCT-(E) RB-(E) P-(E) P-(E) P-(E) P-(E) - ACT-(E)

3C-160 (E) H.A.C 35 SF FT - (E) RB-(E) P-(E) P-(E) P-(E) P-(E) - ACT-(E)

3C-161a (E) Office 96 SF CPT-(E) RB-(E) P-(E) P-(E) P-(E) P-(E) - ACT-(E)

3C-161b (E) Storage 37 SF VCT-(E) RB-(E) P-(E) P-(E) P-(E) P-(E) - ACT-(E)

3C-161c (E) Toilet 31 SF SV-(E) RB-(E) P-(E) P-(E) P-(E) P-(E) FRP-(E) GWB-(E)

C3-28 (E) Corridor 1562 SF VCT-(E) RB-(E) - P-(E) - P-(E) WT-(E) - 4' ACT-(E)

C3-31 (E) Corridor 1257 SF VCT-(E) RB-(E) - P-(E) - P-(E) WT-(E) - 4' ACT-(E)

C3-35 (E) Corridor 1354 SF VCT-(E) RB-(E) P-(E) P-(E) P-(E) P-(E) WT-(E) - 4' ACT-(E)

EXISTING FINISH SCHEDULE

VCT- (E) EXISTING VINYL COMPOSITE TILE

EPOXY-(E) EXISTING EPOXY

FT-(E) EXISTING FLOOR TILE

CPT-(E) EXISTING CARPET

RB - (E) EXISTING RUBBER BASE (6")

SVB-(E) EXISTING RESILIENT SHEET FLOORING

WT-(E) EXISTING WALL TILE

P - (E) EXISTING PAINT

ACT- (E) EXISTING ACOUSTICAL CEILING TILE

GWB- (E) EXISTING GYPSUM WALLBOARD SYSTEM PAINTED

Key Notes 801 (E) VCT TO BUTT DIRECTLY TO (N) SVT w/ NO TRANSITION STRIP

(FLOAT FOR LEVEL FINISH AS NEEDED).

802 HEIGHT OF WALL PROTECTION TO GO TO UNDERSIDE OF WALL CAP.

MAINTAIN HEIGHT OF WALL PROTECTION AS IT WRAPS AROUND THE

COLUMNS.

Rev. Date Description

A 7.25.2025 Addendum 001

A

JAMB/ STUD PER

SCHEDULE

#10 SMS EA SIDE

0.145 DIAM. x 1-1/4" POWER

DRIVEN ANCHORS @ 24"

OC (MIN 2" FROM EDGES)

HILTI X-U SHOT PINS (ICC

ESR 2269)

METAL BOTTOM TRACK

PER SCHEDULE

(362T150-54 MIN.)

M

IN

SLOTTED TOP TRACK w/

0.145 DIAM. x 1-1/4" POWER

DRIVEN ANCHORS @ 12"

O.C. MAX (MIN 2" FROM

EDGES)

UNDERSIDE OF FLOOR /ROOF

DECK

MINERAL WOOL INSULATION;

WIDTH AS REQUIRED PER

UL ASSEMBLY (3/4" MIN. UNO)

SPRAY APPLIED FIRESTOP OR

ACOUSTICAL SEALANT AS

DICTATED BY PARTITION

SCHEDULE

SCHEDULE

PARTITION PER

18 GA.SLOTTED TOP TRACK

SYSTEM w/ 0.145 DIAM. x

1-1/4" POWER DRIVEN

ANCHORS @ 24" O.C. MAX

(MIN 2" FROM EDGES)

LINE OF UNDERSIDE OF

STRUCTURAL DECK

INSULATION PER SCHEDULE

5/8" GYP BD PER SCHEDULE

(BOTH SIDES); OFFSET

VERTICAL JOINTS ONE (1)

FRAMING MEMBER FROM

OPPOSITE SIDE

2ND LAYER OF 5/8" GYP BD

PER FIRE RATING AS

REQ'D (BOTH SIDES);

OFFSET VERTICAL JOINTS

ONE (1) FRAMING MEMBER

FROM FIRST LAYER

CONT. METAL FLOOR TRACK

SEALANT PER SCHEDULE

LINE OF STRUCTURAL

DECK/ SLAB

STUD WIDTH PARTITION WIDTHPARTITION TYPE DESIGNATION = 'X'

NON-RATED PARTITION = N

ACOUSTICAL RATED PARTITION = A

SHAFT PARTITION = S

2 1/2"

3 5/8"

4"

6"

3 3/4"

4 7/8"

5 1/4"

7 1/4"

GENERAL NOTES:

01. EXTEND ALL STUDS AND WALL MATERIALS TO UNDERSIDE OF DECK CONSTRUCTION ABOVE

(FLOOR/ ROOF/ DECK), UNLESS OTHERWISE INDICATED.

02. ALL FLOOR TRACKS TO BE SET IN A CONTINUOUS BED OF MILDEW RESISTANT SEALANT.

03. ALL PARTITION STUDS (UP TO 16ft HIGH) ARE TO BE 400S162-43 @ 16" O.C. MINIMUM AND

INSTALLED IN COMPLIANCE WITH ASTM C754.

04. VERIFY MIN STUD GAUGE THICKNESS & SPACING w/ SCHEDULED BACKING DETAILS.

05. INSTALL WALLBOARDS PER ASTM C840 & GA 216 w/ LONG DIMENSION PARALLEL TO METAL FRAMING (TO AVOID HORIZONTAL JOINTS BELOW LINE OF CEILING) AND STAGGERED NOT LESS

THAN ONE FRAMING MEMBER ON OPPOSITE SIDES.

06. WALLBOARD SCHEDULE:

a) GENERAL: PAPER-FACED GYP BD

b) INTERIOR FACE OF EXTERIOR WALLS: MOISTURE RESISTANT PAPER-FACED GYP

c) TOILET/ SHOWER ROOMS:

- PAINT/FRP FINISHES: MOLD & MOISTURE RESISTANT PAPER-FACED GYP BD WITHIN

48" OF PLUMBING PIPE PENETRATION. (MOISTURE RESISTANT PAPER-FACED GYP

ELSEWHERE)

- TILE FINISHES: CEMENTITIOUS BACKER UNITS

d) FIRE-RESISTANCE RATED: TYPE 'X' (REFER TO LISTED ASSEMBLY REQUIREMENTS)

e) @ WET PIPE PENETRATIONS: MOLD & MOISTURE RESISTANT PAPER-FACED GYP BD

WITHIN 48" OF PENETRATION

07. EACH PARTITION SHOWN ON THE DRAWINGS TO HAVE A FIRE AND/ OR SMOKE RESISTANT

RATING SHALL BE IDENTIFIED AS SUCH w/ A LABEL 6" ABOVE THE CEILING ON EACH SEGMENT

OF THE WALL AND 10'-0" OC MAX EACH SIDE W/ LETTERS THAT ARE 3" HIGH

08. INSULATION BATTS SHALL BE NON-COMBUSTIBLE AND SHALL NOT CONTAIN OR UTILIZE OZONE

DEPLETING COMPOUNDS AND BE FORMALDEHYDE-FREE

09. INSULATION SCHEDULE:

a) FIRE-RESISTANCE RATED PARTITIONS SHALL USE MINERAL WOOL INSULATION PER

LISTED ASSEMBLY REQUIREMENTS

b) NON-RATED PARTITIONS REQUIRING SOUND ATTENUATION SHALL USE SOUND

ATTENUATION BLANKETS (SAB); EXTEND SAB TO FULL-HEIGHT OF PARTITION U.N.O.

10. SEAL WALL ASSEMBLIES @ PERIMETERS/ PENETRATIONS w/ A CONTINUOUS BEAD OF SEALANT

MATERIAL PER SCHEDULE

11. SEALANT SCHEDULE:

a) FIRE RESISTIVE SEALANT: JOINTS/ PENETRATIONS WITHIN A LISTED FIRE RESISTIVE

RATED ASSEMBLY (PROVIDE LISTED ASSEMBLIES FOR REVIEW BY ARCHITECT)

b) SMOKE RESISTANT: HERE A PUBLISHED L-RATING IS REQUIRED & SUITABLE TO RESTRICT

THE MOVEMENT OF SMOKE @ AMBIENT AND ELEVATED TEMPERATURES

c) SILICONE MILDEW RESISTANT SEALANT: JOINTS/ PENETRATIONS WITHIN NON-FIRE

RESISTIVE ASSEMBLIES EXPOSED TO WATER, WHERE MOLD & MOISTURE RESISTANT

GYP BD IS INSTALLED, AROUND PLUMBING FIXTURES, WHERE PLUMBING LINES

PENETRATE WALL ASSEMBLIES, ETC.

d) ACOUSTICAL SEALANT: ALL OTHER JOINTS OR PENETRATIONS W/ MILDEW RESISTANT

PROPERTIES

12. BASIS OF DESIGN FOR FIRE-RESISTANCE RATED ASSEMBLIES ARE TO BE PER UL U419.

#X#

PARTITION

TYPE

STUD WIDTH

FIRE RATING

P A

R T

IT

IO

N W

A L

L H

E

IG

H T

PARTITION HEAD ASSEMBLY AS

APPLICABLE (REFER TO

PARTITION HEAD DETAILS)

WALL STUDS PER PARTITION

SCHEDULE; MIN 4" FROM

SPLICE

1" x 16 GA. METAL STRAP PLATE @ EA SIDE; ATTACH w/ (2) #10

SCREWS INTO EA. TRACK

METAL FLOOR TRACK (12"

MIN LENGTH)

FLOOR SLAB

PROVIDE ADDITIONAL PAF'S

@ 2" FROM SPLICE 0.145

DIAM. x 1-1/4" POWER

DRIVEN ANCHORS (HILTI X-U

SHOT PINS; ICC ESR 2269) TYP. BOTTOM TRACK SPLICE

2" 2"

4"

EXTRUDED ALUMINUM END CAP

w/ TAPING FINS

SEALANT @ HORIZONTAL

MULLION BELOW (WHERE

OCCURS)

SEALANT BOTH SIDES

NEOPRENE PAD

GLAZING SYSTEM

MULLION

HDS JAMB STUD

EXTERIOR WALL BELOW

(WHERE OCCURS)

PROVIDE EXTRUDED

ALUMINUM TO MATCH GLAZING

MULLIONS SET IN STRUCTURAL

ILICONESEALANT.

CRIPPLE STUDS ABOVE

PER PARTITION SCHEDULE

MTL. TRACK (400T150-43 MIN.)

w/ (2) #10 SMS @ 24" O.C.

HEADER STUD (CLARK DIETRICH

400HDS300-54; IAPMO ER-0723)

JAMB STUD PER DETAIL

NOTE:

- MAX HEADER SPAN = 9'-6"

HEADER CLIP (CLARK DIETRICH:

387 HDSC300-68; IAPMO ER-0723)

TYP. ATTACH CLIP TO JAMB w/

(4) #10 SMS & TO HDR w/ (6) #10

SMS PER MFR WRITTEN

INSTALLATION INSTRUCTIONS

O P

E N

IN

G

H E

IG

H

T

M

A X

/1 AE-900

M

IN

12" MAX 3"MIN 3"MIN

TYP. BOTTOM TRACK FASTNER

METAL WALL STUD PER

SCHEDULE WHEN OPENING

EXCEEDS 4' - 6"

DOOR/ WINDOW FRAME

WHERE OCCURS

JAMB STUD (CLARK DIETRICH:

400HDS300-54; IAPMO ER-0723)

(6) 0.145 DIAM. x 1-1/4"

POWER DRIVEN ANCHORS

(HILTI X-U SHOT PINS: ICC

ESR 2269) or EQUAL

(2) #10 SCREWS @ 3' - 6"

OC BETWEEN STUDS

P E

R S

C H

E D

U L E

P A

R T

IT

IO

N

JAMB STUD PER SCHEDULE

TRACK PER SCHEDULE

CLIP FLANGE & BEND BACK

TO FORM 8" "L" CLIP

(1) #10 SMS @ EA END

(4) #10 SMS @ 8" END

T

Y P

B

T M

T

R A

C K

S

P L

IC

E

T

Y P

S

L O

T T

E D

S

L

IP

T

R A

C K

FLOOR LINE

16 GA. MTL

BOTTOM TRACK

CEILING LINE

LARGE / DOUBLE

DOOR OPENING

SLOTTED

MTL. TOP

TRACK

UNDERSIDE

OF SLAB,

FLOOR OR

ROOF DECK

OPENING ABOVE CEILING

WHICH INTERUPTS LOWER

OPENINGS JAMB STUDS

DOOR

OPENING

NOTES:

1. ALL STUDS ARE TO BE MIN.

400S162-43 @ 16" O.C. MINIMUM,

U.N.O. AND INSTALLED IN

COMPLIANCE w/ ASTM C754

2. STUDS TO CONFORM TO ICC

ESR-3064P STEEL STUD MANUF.

ASSOC. (SSMA).

3. IN NO CASE SHALL BUILT-UP

STUDS AT SIDES OF OPENINGS

BE CUT FOR DUCTWORK OR

OTHER MECHANICAL SYSTEMS.

4. ALL BOTTOM TRACKS &

DEFLECTION TRACKS TO BE

FASTENED PER SCHEDULE

U.N.O. FOR JAMBS OR AT WALL

MOUNTED EQUIPMENT. ALL T&B

JAMBS TO BE 16 GA MIN.

5. STONE VENEER & WALL

MOUNTED CABINETS,

MILLWORK & SHELVING

REQUIRE FULL HEIGHT

PARTITIONS.

6. ALL HEADERS & JAMBS TO BE

HEAVY DUTY STUDS (NO BUILT-

UP STUDS.)

BELOW

CEILING

OPENING

8’−6" MAX.

4’−6" MAX.

8’−6" MAX.4’−6" MAX.

LARGE OPENING

BELOW CEILING

8’−6" MAX.

3 3 3 3

(3) 3/4" #10 SMS

A

20 LBS. MAX

MAX ECCENTRICITY = 6"

M O

U N

T

IN

G H

E

IG

H T

S

R E

F E

R T

O T

Y P

(3) 3/4" #10 SMS

B

100 LBS. MAX

MAX ECCENTRICITY = 6"

150 LBS. MAX (STUDS @ 12" OC)

MAX ECCENTRICITY = 9"

M O

U N

T

IN

G H

E

IG

H T

S

R E

F E

R T

O T

Y P

(4) 3/4" #10 SMS

C

150 LBS. MAX

MAX ECCENTRICITY = 12"

M O

U N

T

IN

G H

E

IG

H T

S

R E

F E

R T

O T

Y P

B1

NOTES:

1. COORDINATE LOCATION,

LENGTH, HEIGHT, AND NUMBER

OF BACKING PLATES REQ'D W/

ITEM(S) TO BE MOUNTED

2. ALLOWABLE LOADS ARE PER

BRACKET SPAN BETWEEN

VERTICAL STUDS. IF BRACKETS

ARE NOT ATTACHED ON BOTH

SIDES OF STUD, LOADS CAN BE

INCREASED BY 1.5; ALLOWABLE

LOADS REPRESENT THE LOAD

FOR ALL BRACKETS ON THAT

WALL

3. ASSUME DEAD LOAD &

LATERAL LOAD ARE CARRIED BY

THE TRACKS

4. REFER TO MANUFACTURER

INSTALLATION INSTRUCTIONS

FOR ATTACHMENT TO BACKING

5. MIN. THREE SPANS OF THE

BACKING PLATE IS REQUIRED.

METAL STUD FRAMING

PER PARTITION

SCHEDULE

(20 GA. @ 16" O.C. MIN)

6" x 16 GA

BACKING PLATE

MIN. 600T200-54

UNPUNCHED;

CLIP FLANGES &

FOLD WEB TO FORM

ATTACHMENT

FLANGE

MIN. 600T200-54

UNPUNCHED;

NOTCHED @ STUDS.

EXTEND ONE STUD

BAY BEYOND EDGE OF

CABINET or eQUIPMENT

(3) STUD BAY MIN.

SPAN

HDS-362-54 MIN. @

16" O.C. MAX

METAL STUD FRAMING

PER PARTITION

SCHEDULE (MIN STUD

SZ. 362S162-43) @ 16"

O.C. MIN)

STUD WIDTH PARTITION WIDTHPARTITION TYPE DESIGNATION = 'X'

FURRED PARTITION = F 2 1/2"

3 5/8"

4"

6"

3 1/8"

4 1/4"

4 5/8"

6 5/8"

REFER TO TYPICAL PARTITION SCHEDULE GENERAL NOTES.

#X#

PARTITION

TYPE

STUD WIDTH

FIRE RATING

CONT. METAL FLOOR TRACK

SEALANT PER SCHEDULE

LINE OF STRUCTURAL

DECK/ SLAB

SECTION @ SILL

20 GA MTL. @ 16" O.C. INFILL

FRAMING TO MATCH EXISTING

CUT GYPSUM BOARD PATCH

TO FIT SNUG INTO OPENING

(BOTH SIDES)

TAPE & FINISH (BOTH SIDES)

(E) PARTITION

(E) HEADER FRAMING TO

REMAIN.

(N) MTL TRACK w/ (2) #10 SMS

@ 24" O.C. & 1" FROM EACH

END.

TAPE & FINISH (BOTH SIDES)

(N) MTL TRACK w/ (2) #10 SMS

@ 24" O.C. & 1" FROM EACH

END.

FINISH FLOOR (REFER

TO FINISH SCHEDULE)

CONT. METAL FLOOR TRACK

(400T150 - 54 MIN.)

SET IN SEALANT

SEALANT PER SCHEDULE

POST SUPPPORT @ 60" O.C.

(CLARKDIETRICH: LGPW-36)

OR SIMILAR.

PLYWOOD SUBSTRATE

5/8" GYPSUM BOARD o/ 400S162-43 @ 16" O.C.

SOLID SURFACE

(REFER TO FINISH

SCHEDULE)

PLAN/SECTION VIEW

POST SUPPPORT @ 60" O.C.

(CLARKDIETRICH: LGPW-36).

METAL STUDS

(400S162-43) @16" O.C.

METAL STUDS

(400S162-43) @16" O.C.

5/8" GYPSUM BOARD

#8 TEK SCREW @ 16" O.C.

(2) 3/8" x 3-3/4" EXPANSION ANCHORS (Hilti: KWIK BOLT 3) W/

2-3/8" MIN EMBEDMENT; ICC

ESR-2302

/4

BLACK REVEAL, PAINTED

BASE (REFER TO FINISH

SCHEDULE)

WALL COVERING WHERE

OCCURS

(REFER TO FINISH PLAN)

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

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

Planning - Architecture - Interiors

Project Number

Construct Space for Surgical Service

MA Arch

AE-900

TYPICAL FRAMING DETAILS

648-349

SMc

VA Portland Healthcare System 3710 SW US Veterans Hospital Rd., Portland, OR 97239

07.25.2025

100% CONSTRUCTION

DOCUMENTS

FULLY

SPRINKLERED

23045

1 1/2" = 1'-0"

STUD-TRACK CONNECTION

3" = 1'-0"

HEAD OF WALL ASSEMBLY (TYP.)

3" = 1'-0"

PARTITION SCHEDULE (TYPICAL)

1 1/2" = 1'-0"

FLOOR TRACK SPLICE

3" = 1'-0"

PARTITION @ MULLION

3" = 1'-0"

HEADER OPENING (HDS)

3" = 1'-0"

OPENING JAMB STUD - TYP

3" = 1'-0"

SILL OPENING

1/4" = 1'-0"

TYP. PARTITION FRAMING

1/2" = 1'-0"

BACKING SCHEDULE

3" = 1'-0"

TYP. FURRING PARTITION

3" = 1'-0"

PARTITION INFILL DETAIL

3" = 1'-0"

LOW PARTITION

Rev. Date Description

A 7.25.2025 Addendum 001

A

CERAMIC VENEER WALL PANEL

18 GA. CONT. ZEE GIRTS

TYPICAL TOP & BOTTOM-

SECURE TO METAL STUDS

w/ (1) #12 SCREW

BLANKET INSULATON

METAL COPING w/ STAINLESS

STEEL BACK-UP PLATE @ BUTT

JOINTS

SEALANT PER SCHEDULE

SAFING INSULATON & IMPALING

CLIPS

3/4" TREATED PWD. w/ #12

SCREWS @ 16" O.C. TOP &

BOTTOM

ELASTOMERIC MEMBRANE

FABRIC FILTER

CONCRETE PAVER

PROTECTION

BOARD

SHEET

FLASHING

STAINLESS

STEEL REGLET

ROOF TIE-BACK

(PRO-BELL MODEL #PBE75-S)

STAINLESS STEEL CLAMPING RING

& SEALANT

NEW METAL ROOF DECKING

PIPE FLASHING

STRUCTURAL ROOF FRAMING

GALVANIZED POST AND

CONNECTION TO BEAM BY

FALL PROTECTION SUPPLIER.

FLAT STOCK DECK CLOSURE

PLATE

P E

R S

C H

E D

U L

E

R O

O F

A S

S E

M B

L Y

±1 1/2" LOOSE GRAVEL

PERLITE OR (E) CONCRETE

ROOF STRUCTURE (REFER TO

STRUCTURAL)

SINGLE PLY MEMBRANE;

PVC TO MATCH FACILITY

STANDARDS

(REFER TO SPECIFICATIONS)

±3 1/2" RIGID INSULATION

SLOPE TO DRAIN

FABRIC FILTER

1" RIGID INSULATION

PERLITE OR (E) CONCRETE

ROOF STRUCTURE (REFER

TO STRUCTURAL)

20 GAUGE GALVANIZED

SHEET METAL FLASHING CAP

MEMBRANE PER SCHEDULE.

FIBER CANT STRIP.

SEALANT PER SCHEDULE

CONTINUOUS 18 GA. GALV.

METAL CLEAT w/ FASTENERS

AT 18" O.C.

OUTLINE OF BUILT-UP or

MANUFACTURED EQUIP.

CURB PER MECHANICAL

R O

O F

A S

S E

M B

L Y

P E

R S

C H

E D

U L

E

OVERFLOW DRAIN

2" WATER COLLAR REGULAR

FLASHING MAIN ROOF DRAIN

MAIN ROOF DRAIN

APPROVED SEALANT AT

MEMBRANE EDGE AT BOWEL

CLAMP RING

GRAVEL BALLAST

FILTER FABRIC

(N) SUBSTRATE

SUMP RECEIVER

CLAMP

DRAIN PIPES

ROOF INSUL., TAPER TO DRAIN

ROOF ASSEMBLY PER SCHEDULE

(BASE, SHOWN)

LEAD FLASHING

P E

R S

C H

E D

U L

E

BACKER ROD AND SEALANT

PER SCHEDULE

PARTITION

EXTERIOR SHEATHING o/

STRUCTURAL FRAMING

METAL PANEL ASSEMBLY

SEALANT

PENETRATING DRAIN PIPE

SLEEVE w/ FLANGE SEALED

AND FIXED TO CLADDING

PERLITE OR (E) CONCRETE

ROOF STRUCTURE (REFER TO

STRUCTURAL)

SINGLE PLY MEMBRANE;

PVC TO MATCH FACILITY

STANDARDS

(REFER TO SPECIFICATIONS)

+/- 3 1/2" RIGID INSULATION

SLOPE TO DRAIN

STRUCTURAL STEEL (REFER

TO STRUCTURAL)

PROVIDE L2X2X1/4. AT MID

POINT OF SPAN FOR

ADDITIONAL SUPPOSRT. HOT-

DIP GALVANIZED. TOUCH-UP

FIELD WELDS WITH ZINC RICH

PAINT.

DRIP FLASHING

CL OF STEEL

ROOF ASSEMBLY

STEEL ANGLE (REFER TO

STRUCTURAL)

FORMED METAL WALL PANEL,

FINISH TO MATCH EXTERIOR

METAL

TOP OF SCREEN WALL

T

Y P

CL OF STEEL

FORMED METAL WALL PANEL,

FINISH TO MATCH EXTERIOR

METAL

ROOF ASSEMBLY

(2) HEAVY DUTY HINGES

MIN. WT. CAPACITY = 1,000

lb E.A.

AE-907

THE GATE IS TO BE FRAMED

WITH ANGELS AT THE

PERIMETER AND A SINGLE

DIAGONAL FROM TOP HINGE.

L2X2X1/4 TYP. HDG, TOUCH-

UP FIELD WELDS WITH ZINC

RICH PAINT.

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

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

Planning - Architecture - Interiors

Project Number

Construct Space for Surgical Service

Author

AE-907

ROOF DETAILS

648-349

SMc

VA Portland Healthcare System 3710 SW US Veterans Hospital Rd., Portland, OR 97239

07.25.2025

100% CONSTRUCTION

DOCUMENTS

FULLY

SPRINKLERED

23045

3" = 1'-0"

PARAPET DETAIL (CERAMIC WALL PANEL) REFERENCE

3" = 1'-0"

TIE-BACK ANCHOR

6" = 1'-0"

ROOF ASSEMBLY (BASE BID)

3" = 1'-0"

MECH. CURB ROOF FLASHING

1 1/2" = 1'-0"

DRAIN & OVERFLOW

3" = 1'-0"

EXTERIOR PENETRATION ASSEMBLY

6" = 1'-0"

ROOF ASSEMBLY (DEDUCT ALTERNATE)

3" = 1'-0"

MECHANICAL SCREEN

1/2" = 1'-0"

MECH DOOR

Rev. Date Description

A 7.25.2025 Addendum 001

A

A

A

A

A

A

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

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

Planning - Architecture - Interiors

Project Number

Construct Space for Surgical Service

Author

AE-1012

FIRESTOP DETAILS

648-349

SMc

VA Portland Healthcare System 3710 SW US Veterans Hospital Rd., Portland, OR 97239

07.25.2025

100% CONSTRUCTION

DOCUMENTS

FULLY

SPRINKLERED

23045

Rev. Date Description

A 7.25.2025 Addendum 001

A

FILE NAME: S:\4174 Portland VAMC Surgical Suite Expansion\00_CAD\4174_E-000 GENERAL NOTES AND ABBREVIATIONS.dwg USER: CHANCE FUGLSETH PLOT DATE: 7/24/2025 3:12 PM

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

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

Project Number

Construct Space for Surgical Service

648-349

VA Portland Healthcare System 3710 SW US Veterans Hospital Rd., Portland, OR 97239

02.13.2025

FULLY

SPRINKLERED

23045

Description

CFUN

100% CONSTRUCTION

DOCUMENTS

7.25.2025 Addendum 001

RTM#4174

Rev. Date A

E-000

GENERAL NOTES AND ABBREVIATIONS

1. ALL CEILING AND WALL MOUNTED EQUIPMENT AND DEVICES SHALL BE DIMENSIONALLY LOCATED PER THE ARCHITECTURAL FLOOR PLANS AND INTERIOR ELEVATIONS, AND NOT THE MECHANICAL OR ELECTRICAL DRAWINGS. WHERE A CONFLICT EXISTS WITHIN THESE DRAWINGS, CONTACT THE ARCHITECT FOR CLARIFICATION. ANY DEVICES LOCATED PER THE MECHANICAL OR ELECTRICAL DRAWINGS SHALL BE RELOCATED AT THE CONTRACTOR'S EXPENSE. DRAWINGS SHALL NOT BE SCALED.

2. ALL WORK IS NEW UNLESS OTHERWISE NOTED.

3. ALL NORMAL POWER DEVICES SHALL BE WHITE W/ STAINLESS STEEL PLATES, WITH AFFIXED LABELING, WITH PANEL

DESIGNATION AND CIRCUIT NUMBER.

4. ALL EMERGENCY POWER DEVICES SHALL BE RED W/ STAINLESS STEEL PLATES,WITH AFFIXED LABELING, WITH PANEL

DESIGNATION AND CIRCUIT NUMBER.

5. REMOVE ALL CONDUCTORS, DEVICES, AND CONDUIT RENDERED UNUSED BY THIS PROJECT. NO ITEMS SHALL BE ABANDONED IN

PLACE.

6. VERIFY CIRCUITRY OF EXISTING DEVICES TO BE REMOVED PRIOR TO DEMOLITION AND PERFORM SPLICES AS REQUIRED TO

MAINTAIN CONTINUITY OF CIRCUITS TO EXISTING DEVICES TO REMAIN.

7. PROVIDE NEW TYPE WRITTEN DIRECTORIES REFLECTING WORK PERFORMED FOR ALL EXISTING PANELBOARDS MODIFIED BY

THIS PROJECT.

8. SEAL ALL CONDUIT PENETRATIONS OF FLOORS AND FIRE RATED ASSEMBLIES TO MAINTAIN FIRE RATING.

9. CUT-IN BOXES ARE NOT ALLOWED.

10. PROVIDE NEW DEVICES AND PLATES IN PLACE OF ALL DEVICES SHOWN AS EXISTING OR RELOCATED. VERIFY CIRCUIT AND

PANELBOARD NUMBERS OF ALL DEVICES PRIOR TO ENGRAVING PLATES.

11. ALIGN SWITCHES AND ADJACENT RECEPTACLES @ SAME HEIGHT.

12. PROVIDE UL LISTED DIVIDERS BETWEEN 120V AND 277V DEVICES IN A COMMON ENCLOSURE.

13. EXACT METHOD AND LOCATION OF CONDUIT PENETRATION AND OPENINGS IN CONCRETE WALLS OR FLOORS OR STRUCTURAL STEEL MEMBERS SHALL BE DIRECTED BY THE STRUCTURAL ENGINEER. PERFORM CORING, SAWCUTTING, PATCHING, AND REFINISHING OF EXISTING WALLS AND SURFACES WHEREVER IT IS NECESSARY TO PENETRATE. OPENINGS SHALL BE SEALED IN AN APPROVED METHOD TO MEET THE FIRE RATING OF THE PARTICULAR WALL, FLOOR, OR CEILING. EXACT METHODS AND LOCATIONS OF CONDUIT PENETRATIONS AND OPENINGS IN CONCRETE WALLS OR FLOORS SHALL BE UL APPROVED.

1. CONNECTIONS TO VIBRATING EQUIPMENT AND SEISMIC SEPARATIONS:

2. LIQUID-TIGHT FLEXIBLE STEEL CONDUIT IN DRY INTERIOR LOCATIONS.

3. LIQUID-TIGHT FLEXIBLE STEEL CONDUIT IN AREAS EXPOSED TO WEATHER, DAMP LOCATIONS, CONNECTIONS TO

TRANSFORMER ENCLOSURES, AND FINAL CONNECTIONS TO MOTORS.

SYMBOL DESCRIPTION

CIRCUIT BREAKER

DRAWOUT BREAKER

FUSE

FUSIBLE SWITCH

SWITCH

GROUND

SYMBOL DESCRIPTION

KILOWATTHOUR METER WITH CT'S

MOTOR

SHUNT TRIP

TRANSFORMER

NEW/EXISTING CONDITIONS

TYPE OF EQUIPMENT

EQUIPMENT DESIGNATION

MAIN CIRCUIT BREAKER RATING

(LUGS ONLY IF BLANK)

NEW

PANEL

A

ST

GFP

UFER

CW

PIPE

BLDG.

STEEL

ATS BYPASS

DRAWOUT

RELAY

GENERATOR

GROUND FAULT PROTECTION

GROUNDING ELECTRODE SYSTEM

BRANCH CIRCUIT CONDUIT, CONCEALED IN WALL OR CEILING

BRANCH CIRCUIT CONDUIT, CONCEALED IN FLOOR OR UNDERGROUND

BRANCH CIRCUIT CONDUIT, RUN EXPOSED

CONDUIT RUN TURNED DOWN

CONDUIT RUN STUBBED OUT

BRANCH CIRCUIT HOMERUN WITH PANEL AND CIRCUIT DESIGNATED

A-1

SYMBOL DESCRIPTION

FLEXIBLE CONDUIT CONNECTION

CONDUIT RUN CONTINUED

CONDUIT RUN TURNED UP

DESCRIPTIONSYMBOL

M

RECESSED 2x4 LED LIGHT FIXTURE, CONNECTED TO NORMAL POWER.

2x4 LED LIGHT FIXTURE, CONNECTED TO EMERGENCY POWER.

MOUNTED AS NOTED.

RECESSED 2x2 LED LIGHT FIXTURE, CONNECTED TO EMERGENCY POWER.

RECESSED 2x2 LED LIGHT FIXTURE, CONNECTED TO NORMAL POWER.

CEILING MOUNTED EXIT LIGHT FIXTURE, SINGLE FACE LIT

CEILING MOUNTED EXIT LIGHT FIXTURE, DOUBLE FACE LIT

SURFACE MOUNTED EXIT LIGHT FIXTURE, FACE LIT

SURFACE MOUNTED EXIT LIGHT FIXTURE, SIDE LIT

SURFACE MOUNTED EXIT LIGHT FIXTURE, 2 SIDES LIT

EXIT LIGHT FIXTURE DIRECTIONAL ARROW

EXIT LIGHT FIXTURE BI-DIRECTIONAL ARROW

CEILING MOUNTED MOTION DETECTOR

M

DIMMER SWITCH, MOUNTED FLUSH IN BOX +42" UNLESS NOTED OTHERWISED

a,b,c

MANUAL MOTOR STARTER, SURFACE MOUNTED +42" UNLESS NOTED OTHERWISE

SYMBOL DESCRIPTION

M

M a,b,c a,b,c

1x4 LED LIGHT FIXTURE, CONNECTED TO NORMAL POWER.

MOUNTED AS NOTED.

1x4 LED LIGHT FIXTURE, CONNECTED TO EMERGENCY POWER.

MOUNTED AS NOTED.

FLUSH MOUNT BRANCH CIRCUIT PANELBOARD

SURFACE MOUNT BRANCH CIRCUIT PANELBOARD

SAFETY DISCONNECT SWITCH, "F" INDICATES

FUSED TYPE. SURFACE MOUNTED AT +54"

UNLESS NOTED OTHERWISE.

F

J 4SD JUNCTION BOX, CEILING MOUNTED, UNLESS OTHERWISE NOTED. 4 SQUARE DEEP.

AREA OF WORK

A

CH

LIGHTING FIXTURE DESIGNATION (WHEN USED ON LIGHTING PLANS ONLY)

QUANTITY OF FIXTURES IN ROOM OR AREA.

MECHANICAL UNIT DESIGNATION. (WHEN USED ON POWER PLANS ONLY)

X

XX

DETAIL CALLOUT

5#12, 1#12 GND, 3/4"C.

6#12, 1#12 GND, 3/4"C.

4#12, 1#12 GND, 3/4"C.

3#12, 1#12 GND, 3/4"C.

2#12, 1#12 GND, 3/4"C. PROVIDE DEDICATED

GROUNDED CONDUCTOR

WITH EACH NEW CIRCUIT

(NO SHARED NEUTRALS)

SPST WALL SWITCH. LETTERS INDICATE THE NUMBER OF SWITCHES AND OUTLETS

THEY CONTROL. MOUNTED FLUSH IN BOX AT +42" UNLESS NOTED OTHERWISE

WALL MOUNTED MOTION SENSOR SWITCH. LETTERS THE NUMBER OF SWITCHES

MOUNTED FLUSH IN A BOX AT +42" UNLESS NOTED OTHERWISE.

WALL MOUNTED MOTION SENSOR SWITCH. LETTERS THE NUMBER OF SWITCHES

MOUNTED IN A SURFACE BOX AT +42" UNLESS NOTED OTHERWISE.

SPST WALL SWITCH. LETTERS INDICATE THE NUMBER OF SWITCHES AND OUTLETS

THEY CONTROL. SURFACE MOUNTED IN BOX AT +42" UNLESS NOTED OTHERWISE

a,b,c

CORNER SURFACE MOUNT 1X4 FIXTURE, CONNECTED TO NORMAL POWER.

CORNER SURFACE MOUNT 1X4 FIXTURE, CONNECTED TO EMERGENCY POWER.

SYMBOL DESCRIPTION

A, AT

AS

AF

AFF

AIC

ATS

CFCI

CFOI

C.

C.O.

DISC.

(E)/EXIST/(X)

F

G,GND

GFI

GFCI

K, KILO

kVA

LFMC

LM

MCA

MOCP

N

NU

Ø/ PH

P

RGS

SS

TYP.

UNO

W

WP

V

VA

X

XL

XN

XR

XFMR

AMP, AMP TRIP

AMP SWITCH

AMP FUSE/ FRAME

ABOVE FINISHED FLOOR

AMPERE INTERRUPTING CAPACITY

AUTOMATIC TRANSFER SWITCH

CONTRACTOR FURNISH CONTRACTOR INSTALL

CONTRACTOR FURNISH OWNER INSTALL

CONDUIT

CONDUIT ONLY

DISCONNECT

EXISTING

FUSE

GROUND

GROUND FAULT INTERRUPTER

GROUND FAULT CIRCUIT INTERRUPTER

THOUSAND

KILO VOLT AMPERE

LIQUIDTIGHT FLEXIBLE METAL CONDUIT

LUMENS

MINIMUM CIRCUIT AMPACITY

MAXIMUM OVERCURRENT PROTECTION DEVICE

NEW

NEUTRAL

PHASE

POLE

RIGID GALVANIZED STEEL CONDUIT

STAINLESS STEEL

TYPICAL

UNLESS NOTED OTHERWISE

WIRE

WEATHERPROOF

VOLTS

VOLT-AMPS

EXISTING TO REMAIN

EXISTING TO BE RELOCATED

NEW LOCATION OF RELOCATED EQUIPMENT

EXISTING TO BE REMOVED

TRANSFORMER

SYMBOL DESCRIPTION

DUPLEX CONVENIENCE OUTLET, MOUNTED IN FLUSH BOX AT +18" A.F.F UNLESS NOTED OTHERWISE.

QUADPLEX CONVENIENCE OUTLET, MOUNTED IN FLUSH BOX AT +18" A.F.F UNLESS NOTED OTHERWISE.

FLUSH MOUNTED DATA DROP. 2 PORTS PER DATA DROP.

FLUSH MOUNTED 4-SQUARE DEEP JUNCTION BOX WITH MUDRING FOR DATA DROP.

SURFACE MOUNTED PANDUIT OR EQUIVALENT RACEWAY AND JUNCTION BOX FOR

DATA DROP. 2 PORTS PER DATA DROP.

L

EN

VOLTS

A1

DESCRIPTIONITEM

TYPE

LAMPS

COLOR

WATTAGE MANUFACTURERSSYMBOL

A2

2X2 LED T-BAR RECESSED TROFFER

LITHONIA EPANL TYPE

FOR PATIENT AND WORK AREAS

2X4 LED T-BAR RECESSED TROFFER

LITHONIA EPANL TYPE

LED

LUMENS

4000K MVOLT

277V

27W LITHONIA

LED

LUMENS

4000K MVOLT

277V

38W LITHONIA

X

LED, SURFACE AND RECESSED MOUNT EDGE-LIT EXITS

SINGLE AND DOUBLE FACE

LED

LUMENS

--- MVOLT

277V

4.5W LITHONIA

A3

2X2 LED T-BAR RECESSED TROFFER

LITHONIA EPANL TYPE

FOR OFFICE AREAS

LED

LUMENS

3500K MVOLT

277V

27W LITHONIA

SHEET INDEX

Sheet Number Sheet Title

E-000 GENERAL NOTES AND ABBREVIATIONS

E-001 CRITICAL BRANCH SINGLE LINE DIAGRAM

E-002 LIFE-SAFETY & EQUIPMENT BRANCH SINGLE LINE DIAGRAM

E-003 NORMAL BRANCH SINGLE LINE DIAGRAM

E-004 ELECTRICAL PANEL SCHEDULES

ED-100 ELECTRICAL POWER DEMOLITION PLAN - THIRD FLOOR

ED-101 ELECTRICAL LIGHTING DEMOLITION PLAN - THIRD FLOOR

EP-200 ELECTRICAL POWER PLAN - THIRD FLOOR

EP-201 ELECTRICAL GUTTER PLAN

EP-202 ELECTRICAL POWER PLAN - FOURTH FLOOR

EL-300 ELECTRICAL LIGHTING PLAN - THIRD FLOOR

EY-500 SIGNAL PLAN - THIRD FLOOR

E-600 ELECTRICAL DETAILS

UNIT

ELECTRICAL DATA CIRCUIT DESIGN DATA

DISCONNECT MEANS

VOLTS PHASE MCA MOCP

480V 3 5 20

INTEGRAL DISCONNECT

EF

VFD

480V 3 11 20

30A NEMA 3R FUSED DISCONNECT

INTEGRAL DISCONNECTVFD

480V 3 11 20

INTEGRAL DISCONNECTVFD

480V 3 11 20

INTEGRAL DISCONNECTVFD

480V 3 11 20

INTEGRAL DISCONNECTVFD

480V 3 11 20

INTEGRAL DISCONNECTVFD

480V 3 11 201

07.25.2025

FILE NAME: S:\4174 Portland VAMC Surgical Suite Expansion\00_CAD\4174_E-004 ELECTRICAL PANEL SCHEDULES.dwg USER: CHANCE FUGLSETH PLOT DATE: 7/24/2025 3:18 PM

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

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

Project Number

Construct Space for Surgical Service

648-349

VA Portland Healthcare System 3710 SW US Veterans Hospital Rd., Portland, OR 97239

02.13.2025

FULLY

SPRINKLERED

23045

Description

CFUN

100% CONSTRUCTION

DOCUMENTS

7.25.2025 Addendum 001

RTM#4174

Rev. Date A

E-004

ELECTRICAL PANEL SCHEDULES

1 LOAD ADDED TO EXISTING BREAKER.

PROVIDE NEW 3P, 20A CIRCUIT BREAKER IN

EXISTING SPACE. MATCH MANUFACTURER,

TYPE, AND AIC RATING OF EXISTING BREAKERS.

LOAD FROM CIRCUIT 2 SHALL BE MOVED TO

NEW BREAKER ON CIRCUIT 21.

PROVIDE NEW BREAKER AS SHOWN, MATCH

EXISTING TYPE AND AIC RATING.

DISCONNECT AND REMOVE EXISTING SPARE

BREAKER, REPLACE WITH BREAKER AS SHOWN.

MATCH EXISTING TYPE AND AIC RATING.

1 1

PANEL PLAN

3L4-E-17

3CH1-D-

17 SEC1

3LSH1-

E-17

3CL3-E-17

3L2-E-17

3DEH1-

E-17

HZHZ

HZ

HZ

HZ

HZ

1112131415161819 17

133 SFIso/ Multi-P Bay 3C-166

102 SF

Med Equipment

Storage

3C-167

53 SF

Soiled Utility 3C-168

85 SF

Nourishment

Room 3C-165

90 SF

Clean Utility Strg.

3C-164

1157 SF

(E) Pre Op.

3C-159

56 SF

Toilet (Staff) 3C-170

47 SF

Hskpg.

3C-171

79 SF

(E) Anes.

Super. Office

3C-128b

102 SF

(E) Anesthesia

Office 3C-128a

150 SF

(E) Perfusion Setup

Storage 3C-124a

442 SF

(E) Anesthesia Work Room

& Strg.

3C-128

39 SF

(E) H.A.C.

3C-127

23 SF

(E) Storage 3C-126

80 SF

(E) Control 3C-125

590 SF

(E) OR #4

Cardiac 3C-124

915 SF

(E) OR #5

General 3C-132

1820 SF

Med.

Equipment

Storage 3C-178

164 SF

Lead Vest Dressing 3C-177

84 SF

Office 3C-176

88 SF

Office 3C-174

90 SF

Office 3C-173

77 SF

Office

3C-172 107 SF

Nurse Work Area 3C-167

Bay 05

Bay 06 Bay 07 Bay 08

197 SF

(E) Stair No. 3

1041 SF

(E) Mech.

Rm. Serv.

Bay No.3 3C-122

1354 SF

(E) Corridor C3-35

603 SF

[E] Corridor C3-30

47 SF

(E) Closet, Tele.

3C-123

88 SF

(E) Vestibule 3C-28a

76 SF

(E) Entryway 3C-128

42 SF

(E) Control 3C-116

40 SF

(E) H.A.C.

3C-149

378 SF

(E) Equip.

Room

3C-119

583 SF

(E) OR #3

Neurosurgery

3C-120

28 SF

(E) Cart Lift

CL-4

116 SF

(E) O2/ Linen Storage 3C-121

80 SF

(E) Sub-Sterile

3C-120a

42 SF

(E) Scrub Rm.

3C-120b

244 SF

(E) Control 3C-133

401 SF

(E) OR #6

General 3C-135

168 SF

(E) Nurse Coor.

3C-137 421 SF

(E) Storage 3C-150

237 SF

(E) Util.

Soiled 3C-136

155 SF

(E) Doc/ Nurse Ed.

3C-159c

53 SF

(E) Office 3C-154

93 SF

(E) Office 3C-154a

153 SF

(E) Lounge, Staff

3C-162j

309 SF

(E) Open Storage 3C-163

99 SF

(E) Med.

Supply 3C-156

237 SF

(E) P-Tube Station

607 SF

(E) OR #2

Orthopedic

3C-112

120 SF

(E) Sending/ Storage 3C-139

132 SF

(E) Receiving/

Clean Linen 3C-153

(E) CLN

Oxigen 3C-101

48 SF

(E) Elec.

3C-141

24 SF

(E) Cart LIft

CL-2

62 SF

(E) Alcove 3C-28b

219 SF

(E) Procedure 3C-100g

389 SF

(E) OR #7

General 3C-140

180 SF

(E) Sub-Sterile

#C-138

209 SF

(E) Corridor C3-39

487 SF

(E) Corridor C3-36

Bay 04

Bay 03

Bay 02 Bay 01

2642 SF

Recovery Bay

3C-100

Bay 20

40 SF

Alcove 3C-169

548 SF

(E) Electrical Room

3C-115

73 SF

Hallway 3C-169A

296 SF

Hallway C3-175A

32 SF

Entry 3C-175B

Bay 17

Bay 18

Bay 19

Bay 14

Bay 15

Bay 16

Bay 09 Bay 10 Bay 11 Bay 12 Bay 13

B C DA E

G

F

J J

J

3CL3-E-17-1,3

3CL3-E-17-9,11

J

J

3CL3-E-17-17

3CL3-E-17-19

6 4

J J

3CL3-E-17-5,7

3L4-E-17-1,3,5 3L4-E-17-7,9,11

J 3L4-E-17-13,15,1714 18 16

16 18

6 4 2

3CL3-E-17-2,4,6

3CL3-E-17-8,10,12

3L4-E-17-16,18,20

JJ

3CL3-E-17-13,15

3L4-E-17-19,21,23

373539

332325

32 34 36

3L2-E-17-29,31,333L2-E-17-23,25,27

3L2-E-17-32,34,36 3L2-E-17-35,37,39

3L2-E-17-26,28,30

3CL3-E-17-14,16,18

3L4-E-17-2,4,6

26 28 30

E-600

GFCI

GFCI

24 22

3L4-E-17-22,24

70"AFF

70" AFF70"

AFF

22 24

3L4-E-17-26,28

28 26

3L4-E-17-12,14

3L4-E-17-8,10

3DEH1-E-17-8,10,12

3DEH1-E-17-20,22,24

3DEH1-E-17-25,27,29 3DEH1-E-17-2,4,6

J

F

F

F

F

F

F

F

HZ

197 SF

(E) Stair No. 3

47 SF

(E) Closet, Tele.

3C-123

88 SF

(E) Vestibule 3C-28a

548 SF

(E) Electrical Room

3C-115 B

C

D

E

F

A

FILE NAME: S:\4174 Portland VAMC Surgical Suite Expansion\00_CAD\4174_EP-200 ELECTRICAL POWER PLAN - THIRD FLOOR.dwg USER: CHANCE FUGLSETH PLOT DATE: 7/24/2025 3:18 PM

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

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

Project Number

Construct Space for Surgical Service

648-349

VA Portland Healthcare System 3710 SW US Veterans Hospital Rd., Portland, OR 97239

02.13.2025

FULLY

SPRINKLERED

23045

Description

KEY PLAN

CFUN

100% CONSTRUCTION

DOCUMENTS

7.25.2025 Addendum 001

RTM#4174

Rev. Date A

EP-200

ELECTRICAL POWER PLAN - THIRD

FLOOR

1 VERTICAL BUS DUCT WITH FUSED DISC.

PROVIDE DISCONNECT "3CL3" AS SHOWN.

REFER TO CRITICAL SINGLE LINE DIAGRAM

ON SHEET E-001.

PROVIDE DISCONNECT "3L4" AS SHOWN.

REFER TO NORMAL SINGLE LINE DIAGRAM

ON SHEET E-003.

INTERCEPT EXISTING CONDUIT AND

CONDUCTORS FROM DEMOLISHED VFD 1

AND VFD 2. SEE MECHCANICAL SHEETS FOR

EXACT LOCATION.

EXTEND CONDUIT AND CONDUCTORS TO

NEW VFD 1 AND VFD 2 AS NEEDED.

ELECTRICAL POWER PLAN - THIRD FLOOR

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

3CH1-D-17 (SEC. 1)

3CH1-D-17 (SEC. 2)

3CL1-D-17 (SEC. 1)

3CL1-D-17 (SEC. 2)

3H2-D-17

3H1-D-17

3L1-D-17

ELECTRICAL ROOM

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

EP-200

3DEH1-E-17

3DEL1-E-17

3LSH1-E-17

3H1-E-17

3L1-E-17

3CH1-E-17

3CL1-E-17

3L2-E-17

3DEL2-E17

3CL2-E17

3LSL1-E17

3L2-D-17

3L3-D-17

3CH2-D-17

(N) 3CL3-E-17

E-600

ELECTRIC

ROOM

SURGERY

LTG

XFMRXFMR T-46

XFMR T-51

XFMR T-21

XFMR T-19

XFMR T-20

XFMR

XFMR

XFMR

XFMR

3CH1-D-17-UPS

(N) 3L4-E-17

VERTICAL

HEAD WALL

HORIZONTAL

HEAD WALL

(X) NORMAL BUS DUCT

(X) CRITICAL BUS DUCT

X

X

X

X

X

VFD

VFD

VFD

VFD

VFD

VFD

3#12,1#12GND,3/4"C.

3#12,1#12GND,3/4"C.

2 SETS OF

3#12,1#12GND,3/4"C.

5 4

AD-141 - 4th FLOOR DEMOLITION PLAN
AE-241 - RENOVATION ROOF PLAN
AE-241A - RENOVATION ROOF PLAN (DEDUCT ALTERNATE)
AE-800 - FINISH SCHEDULES
AE-900 - TYPICAL FRAMING DETAILS
AE-907 - ROOF DETAILS
AE-1012 - FIRESTOP DETAILS
E-000 - GENERAL NOTES AND ABBREVIATIONS
E-004 - ELECTRICAL PANEL SCHEDULES
EP-200 - ELECTRICAL POWER PLAN - THIRD FLOOR

File details come from the government source that posted it. Updated .