20250729_PVAMC Surgical Suite Expansion_Add001.pdf
PDF 6 MB Posted
- Attached to
- Y1DA--648-349 Construct Space for the Surgical Service Minor Construction - Portland, OR VAMC
- Solicitation number
- IFB-36C77625B0017
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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Text version
HZ
HZ
HZ
HZ
HZ HZ HZ
HEAD HEAD
HEAD
HEAD
UP
DN
UP
DN
P-TUBE
STATION
6" CUP
SINK
L O U V E R
L O U V E R
P-TUBE
STATION
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
CLEAN LINEN OFFICE
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
CORRIDOR
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
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
RM
0m m
AR
M m m
A R M m m
AR
M m m A
RM
0m m
AR
M m m
A R M m m
AR
M
0m m
AR
M m m A
R M m m A
R M m m A R M
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
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
RM
0m m
AR
M m m
A R M m m
AR
M m m A
RM
0m m
AR
M m m
A R M m m
AR
M
0m m
AR
M m m A
R M m m A
R M m m A R M
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 .