P01 - 653-107-Roseburg B11_-Seismic Retrofit IFC Submittal-Drawings.pdf

1. SEISMICALLY BRACE EXISTING EXTERIOR

CLAY TILE PARTITION WALLS.

2. ALL EXPOSED CONDUIT, PIPING, AND OTHER

WALL MOUNTED EQUIPMENT WILL NEED TO BE

REMOVED, SALVAGED, AND REINSTALLED ON

THE SIESMICALLY IMPROVED WALLS.

3. REMOVE AND REPLACE EXISTING

SUSPENDED ACOUSTICAL PANEL CEILING AND

GRID IN TOILET ROOMS

4. REMOVE EXISTING DOORS AND FRAMES IN

EXISTING DEMO'D WALLS AND REPLACE AS

REQUIRED.

5. REMOVE, SALVAGE AND REINSTALL

OVERHEAD GARAGE DOORS.

6. EXISTING TOILET AND LOCKER ROOMS TO BE

COMPLETELY RECONFIGURED AND RECEIVE

NEW FIXTURES, EQUIPMENT AND FINISHES.

7. PROVIDE NEW EXHAUST FANS IN EXISTING

TOILET AND LOCKER ROOMS.

8. REPLACE ACU-1

9. ADD SECURITY CHAINLINK FENCING AROUND

HVAC UNITS IN THE BACK OF THE BUILDING.

VA HEALTHCARE SYSTEM

ROSEBURG, OR

ROSEBURG, OR

X

Room Name

Ref

A101

A7.01 1

A7.024

ROOM NAME AND NUMBER

SECTION CALLOUT

MARK

DETAIL CALLOUT MARK

EXTERIOR OR INTERIOR

ELEVATION CALLOUT MARK

INTERIOR ELEVATION

CALLOUT MARK

DOOR TAG

MATERIAL FINISH TAG

SEE SCHEDULE SHEET AI104

WALL TYPE TAG

SEE SCHEDULE SHEET A-601

A1 A-101

PL1

SIGNAGE TAG

SEE SCHEDULE SHEET AW600

SN-X

1i EQUIPMENT TAG

SEE SCHEDULE SHEET A-604

NORTH ARROW

WINDOW / RELITE TAG

SEE SCHEDULE SHEET A-604

1t

PRINCIPAL IN CHARGE: Blue Trident, LLC Emmanuel (Manny) Bautista, PE*, F.SAME-----------(206) 972-0645 PRJT MGR/ STRUCT. ENG. Blue Trident, LLC Brian Moll, PE, SE ----------------------------------------(206) 351-2217 ARCHITECT Blue Trident, LLC Lauri Strauss, AIA, LEED AP BD&C---------------------(907) 317-5040 STRUCTURAL ENGINEER: Reid Middleton Brian Matsumoto----------------------------------------------(425) 741-3800 MECHANICAL ENGINEER: Notkin P2S, inc Peter Eberle, PE----------------------------------------------(206) 267-6940 ELECTRICAL ENGINEER: SAZAN Group Chris Larson, PE----------------------------------------------(503) 416-2078 FIRE PROTECTION ENGINEER: SAZAN Group Philip Roach, PE----------------------------------------------(503) 416-2400 HAZARDOUS MATERIALS MedTox NW. Jon Havelok----------------------------------------------------(253) 351-0677 COST ESTIMATOR: ProDims, PLLC Dennis Teschlog ----------------------------------------------(714) 651-6696 GEOTECHNICAL ENGINEER Terracon Ryan Houser, PE ---------------------------------------------(503) 416-2078

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

1.

2.

a.

3.

4.

a.

b.

a.

a.

1.

2.

3.

a.

b.

a.

a.

b.

c.

PHASE 1 – PREPARATIONS

THIS BUILDING IS THE MAIN LAUNDRY BUILDING FOR THE VA CAMPUS. THERE ARE TYPICALLY BETWEEN 9-11 EMPLOYEES WORKING IN THE BUILDING DURING NORMAL BUSINESS HOURS. ALL THE LAUNDRY EQUIPMENT WAS REPLACED WITH A MAJOR PROJECT IN 2016. SOME OF THE EQUIPMENT IS STILL UNDER WARRANTY AND THEREFORE MUST BE TREATED WITH EXTREME CARE SO THOSE WARRANTIES ARE NOT VOIDED. SOME OF THE EQUIPMENT HAS SENSITIVE ELECTRONICS THAT WILL NEED TO BE PROTECTED FROM DUST AND EXTREME TEMPERATURES DURING CONSTRUCTION OPERATIONS. THIS MAY REQUIRE PROVIDING TEMPORARY HEATING AND/OR COOLING WHILE THE HVAC UNIT IS BEING REPLACED. WHILE THE LAUNDRY OPERATIONS MUST BE KEPT FUNCTIONAL, SOME DOWN TIME AND OUTAGES CAN BE TOLERATED. THE VA HAS INDICATED THEY CAN SEND OUT EITHER THE WASH FUNCTION OR THE DRY FUNCTION TO A NEARBY FACILITY TO ACCOMPLISH THIS WORK, BUT THERE IS NO OTHER LOCATION THAT CAN HANDLE THE FULL OPERATION. THEREFORE, THE PHASING INTENT IS TO ONLY SHUT DOWN ONE SIDE (WASH OR DRY) OF THE LAUNDRY AT A TIME, AND TO ONLY SHUT DOWN THE AREAS NECESSARY FOR THE SEISMIC MITIGATION. I.E, SHUTTING DOWN ONE OR TWO WASHING MACHINES, ALLOWING OTHERS TO CONTINUE TO FUNCTION. SAME WITH DRYERS, SHUT DOWN ONE OR TWO BUT KEEP OTHERS UP AND RUNNING. THIS WILL ALL BE COORDINATED WITH THE COR AND LAUNDRY

DIRECTOR.

CONTRACTOR SHALL FURNISH THE COR WITH A SCHEDULE OF PHASING DATES ON WHICH THE CONTRACTOR INTENDS TO ACCOMPLISH WORK IN EACH SPECIFIC AREA OF SITE, BUILDING OR PORTION THEREOF. ARRANGE SUCH DATES TO ENSURE ACCOMPLISHMENT OF THIS WORK IN SUCCESSIVE PHASES MUTUALLY AGREEABLE TO COR USING THE FOLLOWING PHASING

OUTLINE.

BUILDING WILL REMAIN OCCUPIED WHILE THE VA PERFORMS NORMAL BUSINESS OPERATIONS THROUGHOUT THE DURATION OF THIS PROJECT. CONTRACTOR IS RESPONSIBLE TO PERFORM ALL WORK SO THE NORMAL BUSINESS OPERATIONS CAN OCCUR. THE VA WILL WORK WITH THE GC TO PROVIDE SOME SHORT-TERM, TEMPORARY DOWN TIMES TO GET HVAC AND ELECTRICAL REPLACEMENTS ACCOMPLISHED. THESE TIMES WILL NEED TO BE PRE-APPROVED AND WILL LIKELY OCCUR IN OVERNIGHT HOURS

OR ON WEEKENDS.

NORMAL BUSINESS HOURS ARE 08:00AM – 04:30PM.

UPCOMING PHASED WORK SHALL BE AN AGENDA ITEM IN WEEKLY CONSTRUCTION PROGRESS MEETINGS.

CONTRACTOR SHALL COORDINATE SITE OFFICE AND MATERIAL LAYDOWN AREA WITH COR PRIOR TO MOBILIZATION.

CONTRACTOR SHALL COORDINATE MOVING OF EQUIPMENT WITH THE EQUIPMENT MANUFACTURER TO ACCOMPLISH THE SCOPE OF WORK. SOME EQUIPMENT MAY BE REQUIRED TO BE MOVED ONLY BY A CERTIFIED MANUFACTURER ’S REPRESENTATIVE, SO

WARRANTIES ARE NOT VOIDED.

THE CONTRACT DOCUMENTS FOR THIS PROJECT SHOW ONLY THE 2D PLAN VIEW OF THE EQUIPMENT.

THE VA WILL PROVIDE A SET OF RECORD DRAWINGS SHOWING THE EXISTING EQUIPMENT LOCATIONS, CONNECTIONS, AND

MANUFACTURES, FROM WHEN THE EQUIPMENT WAS REPLACED IN 2016.

SUBMIT MOVING WORK PLAN TO THE COR FOR APPROVAL.

COMPLETE AIR TESTING OF ALL SUPPLY, RETURN AND EXHAUST GRILLES TO DOCUMENT EXISTING CONDITIONS PRIOR TO WORK.

PROVIDE DRAWINGS OF BUILDING 11 CONSTRUCTION PHASES TO THE COR AND DESIGN TEAM FOR REVIEW.

PHASE 2 – SELECTIVE DEMOLITION (WASH = “DIRTY” SIDE) AND NEW CONSTRUCTION

CONTRACTOR SHALL COORDINATE IN ADVANCE WITH THE COR FOR THE REMOVAL AND RELOCATION OF EXISTING EQUIPMENT.

CONTRACTOR IS RESPONSIBLE TO PERFORM ALL WORK, SO THE FIRE AND LIFE SAFETY DEVICES REMAIN FUNCTIONAL.

IF A SHUTOFF IS REQUIRED, SUBMIT PLAN OF INTERMITTENT LIFE SAFETY MEASURES (ILSM) TO COR FOR REVIEW AND

APPROVAL.

CONTRACTOR IS RESPONSIBLE TO PERFORM ALL WORK TO ALLOW THE BUILDING NETWORK DEVICES TO REMAIN FUNCTIONAL.

PERMITS:

SUBMIT HOT WORK PERMITS TO THE COR FOR VA SAFETY OFFICE APPROVAL.

SUBMIT INFECTION CONTROL RISK ASSESSMENT TO VA FOR DETERMINATION OF SAFETY MEASURES REQUIRED TO BE

IMPLEMENTED DURING CONSTRUCTION.

5. PROVIDE DETAILED SEQUENCE OF WORK FOR THE DEMOLITION OF EXISTING AND INSTALLATION OF NEW STEAM COILS (HC-3 AND HC-5) SERVING WASH “DIRTY” SIDE OF THE BUILDING, INCLUDING ISOLATION OF STEAM AND CONDENSATE PIPING TO COILS AS NECESSARY, VERIFY EXISTING ISOLATION/SHUTOFF VALVES WORK PRIOR TO START OF DEMOLITION.

6. PROVIDE DRAWINGS SHOWING THE SEISMIC BRACING LOCATIONS OF EXISTING PIPING AND DUCTWORK.

7. PROVIDE A SEQUENCE OF WORK FOR THE REMOVAL AND REPLACEMENT OF EXISTING ELECTRICAL PANELS. THIS WORK WILL NEED TO BE PERFORMED IN THE EVENINGS OR WEEKENDS AS DETERMINED AND APPROVED BY THE COR. ELECTRICAL PANEL

REMOVALS WILL NEED TO HAPPEN SIMULTANEOUSLY.

8. INCLUDE COORDINATION FOR SHUT OFF, CAPPING AND/OR CONTINUATION OF UTILITY SERVICES AS REQUIRED.

PROVIDE DETAILED SEQUENCE OF DEMOLITION AND REMOVAL WORK TO ENSURE UNINTERRUPTED PROGRESS OF VA ON-

SITE OPERATIONS AND BUILDING OPERATIONS.

9. REFERENCE THE CONTRACT DRAWINGS AND SPECIFICATIONS FOR HAZARDOUS MATERIALS LOCATION AND MITIGATION

PROCEDURES IN THE CRAWL SPACE AND MAIN FLOOR.

10. PRIOR TO BUILDING INTERIOR SEISMIC UPGRADES, CONCRETE OVERLAY OR LIGHT GAUGE STUD STRONGBACKS, CAREFULLY REMOVE ALL ITEMS FASTENED TO OR MOUNTED ON EXISTING WALLS RECEIVING THE STRUCTURAL UPGRADES.

SOME OF THESE ITEMS MAY BE ALLOWED TO BE LEFT OR REINSTALLED IN THE STUD CAVITY OF THE STRONGBACK WALLS.

COORDINATE WITH THE ENGINEERS WHERE ITEMS ARE NOT CLEARLY SHOWN ON THE CONTRACT DOCUMENTS.

REINSTALL ALL FUNCTIONAL ITEMS SUCH AS CONDUITS, DUCTS, FIRE/LIFE SAFETY ITEMS, ETC. ON THE FACE OF NEW

CONCRETE WALLS.

b) SOME ITEMS MAY BE RELOCATED DUE TO NEW OR REPLACED MEP SYSTEMS.

PHASE 3 – SELECTIVE DEMOLITION (DRY = “CLEAN” SIDE) AND NEW CONSTRUCTION

CONTRACTOR SHALL COORDINATE IN ADVANCE WITH THE COR FOR THE REMOVAL AND RELOCATION OF EXISTING EQUIPMENT.

CONTRACTOR IS RESPONSIBLE TO PERFORM ALL WORK, SO THE FIRE AND LIFE SAFETY DEVICES REMAIN FUNCTIONAL.

IF A SHUTOFF IS REQUIRED, SUBMIT PLAN OF INTERMITTENT LIFE SAFETY MEASURES (ILSM) TO COR FOR REVIEW AND APPROVAL.

3. CONTRACTOR IS RESPONSIBLE TO PERFORM ALL WORK TO ALLOW THE BUILDING NETWORK DEVICES REMAIN FUNCTIONAL.

4. PERMITS:

SUBMIT HOT WORK PERMITS TO THE COR FOR VA SAFETY OFFICE APPROVAL.

SUBMIT INFECTION CONTROL RISK ASSESSMENT TO VA FOR DETERMINATION OF SAFETY MEASURES REQUIRED TO BE

IMPLEMENTED DURING CONSTRUCTION.

5. PROVIDE DETAILED SEQUENCE OF WORK FOR THE DEMOLITION OF THE EXISTING AND INSTALLATION OF NEW STEAM COILS (HC-1, HC-2, AND HC-4) SERVING THE DRY “CLEAN” SIDE OF THE BUILDING, INCLUDING ISOLATION OF STEAM AND CONDENSATE PIPING TO COILS AS NECESSARY, VERIFY EXISTING ISOLATION/SHUTOFF VALVES WORK PRIOR TO START OF DEMOLITION.

6. PROVIDE DRAWINGS SHOWING THE SEISMIC BRACING LOCATIONS OF EXISTING PIPING, EQUIPMENT, AND DUCTWORK.

7. PROVIDE DETAILED SEQUENCE OF WORK FOR THE DEMOLITION OF THE EXISTING AIR HANDLER (ACU-1), INSTALLATION OF NEW AIR HANDLER (AHU-11), AND EXTERIOR DUCTWORK MODIFICATIONS TO ACCOMMODATE NEW AIR HANDLER.

8. PROVIDE A SEQUENCE OF WORK FOR THE REMOVAL AND REPLACEMENT OF EXISTING ELECTRICAL PANELS. THIS WORK WILL NEED TO BE PERFORMED IN THE EVENINGS OR WEEKENDS. THIS WORK WILL NEED TO HAPPEN SIMULTANEOUSLY.

9. INCLUDE COORDINATION FOR SHUT OFF, CAPPING AND/OR CONTINUATION OF UTILITY SERVICES AS REQUIRED.

PROVIDE DETAILED SEQUENCE OF DEMOLITION AND REMOVAL WORK TO ENSURE UNINTERRUPTED PROGRESS OF VA ON-SITE

OPERATIONS AND BUILDING OPERATIONS.

10. REFERENCE THE CONTRACT DRAWINGS AND SPECIFICATIONS FOR HAZARDOUS MATERIALS LOCATION AND MITIGATION

PROCEDURES IN THE CRAWL SPACE AND MAIN FLOOR.

11. PRIOR TO BUILDING INTERIOR SEISMIC UPGRADES, CONCRETE OVERLAY OR LIGHT GAUGE STUD STRONGBACKS, CAREFULLY REMOVE ALL ITEMS FASTENED TO OR MOUNTED ON EXISTING WALLS RECEIVING THE STRUCTURAL UPGRADES.

SOME OF THESE ITEMS MAY BE ALLOWED TO BE LEFT OR REINSTALLED IN THE STUD CAVITY OF THE STRONGBACK WALLS.

COORDINATE WITH THE ENGINEERS WHERE ITEMS ARE NOT CLEARLY SHOWN ON THE CONTRACT DOCUMENTS.

REINSTALL ALL FUNCTIONAL ITEMS SUCH AS CONDUITS, DUCTS, FIRE/LIFE SAFETY ITEMS, ETC. ON THE FACE OF NEW

CONCRETE WALLS.

SOME ITEMS MAY BE RELOCATED DUE TO NEW OR REPLACED MEP SYSTEMS.

1/ 2' 0'

1' 4'

4' 8'

8' 8'

4' 2'

2'

1/ 8' 0'

1/ 0'

1/ 4' 0'

1' 2'

1' 1/

2' 2'

1/ 2'

1' 0'

3' 0'

1'

3/ 8' 0'

1'

2' 4'

1/

2' 0'

2'

1/ 2'

1' 3'

6' 0'

1/

4" 1/

2"

3/ 0'

8'

4' 4'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C :\U se rs

\la ur i\O ne

D riv e

- d es ig n2 la st .c om \d

2L -P ro je ct s\

-0

R os eb ur g

Bl dg s

-1 3-

\0

4- D

ES

IG

N \B

IM

M

O D

EL

A

N D

L

IN

KS

\R

O

SE

BU

R

G

AR

C H

.rv t

4/ 3/

:5

2:

P M

GI001

B11 COVER

BLUE TRIDENT, LLC

900 Winslow Way E, Suite 130

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

SEISMIC RETROFIT AND

RENOVATE BUILDINGS 11,13 & 16

VA Roseburg Healthcare System

653-107 director

4/3/2026 MR LMS

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

SEISMIC RETROFIT AND RENOVATE BUILDINGS 11,13 & 16

DRAWING INDEX

SCOPE OF WORK

ABBREVIATIONS

RENDERING

VICINITY MAP PHASINGSYMBOLS

VA Roseburg Healthcare System

BUILDING 11

Project Number 653-107

PROJECT TEAM

A

ACT ACOUSTICAL CEILING TILE

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANNODIZED

APPROX APPROXIMATE

B

BD BOARD

BF BRACE FRAME

BLDG BUILDING

BLKG BLOCKING

BOD BOTTOM OF DECK

BOT BOTTOM

C

CAB CABINET(S)

CJ CONROL JOINT

CL CENTER LINE

CLG CEILING

CLO CLOSET

CLR CLEAR

COL COLUMN

CONC CONCRETE

COR CONTRACTING OFFICERS

REPRESENTATIVE

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CTB CERAMIC TILE COVE BASE

D

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DF DRINKING FOUNTAIN

DIA DIAMETER

DIFF DIFFERENCE

DIM DIMENSION

DISP DISPENSER / DISPOSAL

DN DOWN

DWG DRAWING(S)

E

EA EACH

ELEC ELECTRIC

EQ EQUAL

EQUIP EQUIPMENT

EXG EXISTING

EXP JT EXPANSION JOINT

EXT EXTERIOR

F

FACP FIRE ALARM CONTRL PANEL

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FIN FINISH

FLR FLOOR

FOC FACE OF CABINET

FOF FACE OF FINISH

FOS FACE OF STUD

FOW FACE OF WALL

G

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GEN GENERAL

GLU-LAM GLUE LAM BEAM

GWB GYPSUM WALL BOARD

GYP GUPSUM

H

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HVAC HEATING VENTILATION AIR

CONDITIONING

I

IBC INTERNATIONAL BUILDING

CODE

ID INTERIOR DESIGN

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

J

JAN JANITOR

JT JOINT

K

KIT KITCHEN

L

LAM LAMINATED

LAV LAVATORY

LF LINEAR FEEET

M

MATL MATERIAL

MAX MAXIMUM

MBL MARBLE

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MFG MANUFACTURER

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MS METAL STUD

MTD MOUNTED

MTL METAL

N

NA NOT APPLICABLE

NAP NAPKIN

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

O

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

ORIG ORIGINAL

P

PAF POWER ACTIVATED

FASTENERS

PLAM PLASTIC LAMINATE

PLWD PLYWOOD

PREFAB PRE FABRICATED

PREFIN PRE FINISHED

PT PAINT

PTD PAPER TOWEL DISPENSER

PTN PARTITION

Q

QT QUARRY TILE

R

RAD RADIUS

RB RUBBER

RCP REFLECETED CEILING PLAN

REF REFERENCE

REINF REINFORCING

REQD REQUIRED

RESIL RESILIENT

S

SAN SANITARY

SCHED SCHEDULE

SD SOAP DISPENSER

SF SQUARE FOOT

SHT SHEET

SHWR SHOWER

SIM SIMILAR

SND SANITARY NAPKIN DISPOSAL

SS SOLID SURFACE

SST STAINLESS STEEL

STD STANDARD

STL STEEL

STO STORAGE

STS SELF TAPPING SCREW

T

TB TOWEL BAR

TEMP TEMPORARY

THK THICK

THRU THROUGH

TLT TOILET

TO TOP OF

TPD TOILET PAPER DISPENSER

TPTN TOILET PARTITION

TR TRASH RECEPTACLE

TYP TYPICAL

TZO TERRAZZO

U

UC UNDER COUNTER / UNDER

CABINET

UNFIN UNFINISHED

UON UNLESS OTHERWISE NOTED

V

VAR VARIES

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

W

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WR WATER RESISTANT

WWF WELDED WIRE FABRIC

B11

PROJECT

LOCATION

GI001 B11 COVER

GI011 CODE PLAN

HM-003A HAZARDOUS MATERIALS REMEDIATION - CRAWL SPACE

HM-003 HAZARDOUS MATERIALS REMEDIATION - 1ST FLOOR

S-001 GENERAL STRUCTURAL NOTES

S-100 FOUNDATION PLAN

S-101 FLOOR FRAMING PLAN

S-102 ROOF FRAMING PLAN

S-200 SHEAR WALL ELEVATIONS

S-201 SHEAR WALL ELEVATIONS

S-202 SHEAR WALL ELEVATIONS

S-203 SHEAR WALL ELEVATIONS

S-501 CONCRETE DETAILS

S-502 CONCRETE DETAILS

S-511 MASONRY DETAILS

S-512 MASONRY DETAILS

S-521 STEEL DETAILS

S-522 STEEL DETAILS

S-523 STEEL DETAILS

AD111 FIRST FLOOR DEMOLITION PLAN

A-111 B11 FIRST FLOOR PLAN

A-201 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-401 ENLARGED TOILET ROOMS

A-601 SCHEDULES AND DETAILS

AC111 REFLECTED CEILING PLAN AND SIGNAGE

FX000 B11 FIRE PROTECTION GENERAL NOTES AND LEGEND

FD111 B11 FIRE PROTECTION DEMOLITION - FIRST FLOOR PLAN

FX111 B11 FIRE PROTECTION - FIRST FLOOR PLAN

FX611 B11 FIRE PROTECTION DIAGRAMS

M-001 GENERAL NOTES LEGEND, ABBREVIATIONS, AND INDEX

MD-102 CRAWL SPACE PIPING DEMO PLAN

MD-111 FIRST FLOOR PIPING DEMO PLAN

MD-400 MECHANICAL ENLARGED DEMO PLANS

MD-401 MECHANICAL ENLARGED DEMO PLANS

M-102 CRAWL SPACE PIPING PLAN

M-111 FIRST FLOOR PLAN

M-112 FIRST FLOOR PIPING PLAN

M-211 ROOF PLAN

M-400 MECHANICAL ENLARGED PLANS

M-401 MECHANICAL ENLARGED PLANS

M-501 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-801 MECHANICAL CONTROLS

EG001 B11 GENERAL NOTES, ABBREV. AND SHEET INDEX

ED111 B11 ELECTRICAL DEMOLITION - FIRST FLOOR PLAN

EL111 B11 ELECTRICAL LIGHTING - FIRST FLOOR PLAN

EP111 B11 ELECTRICAL POWER - FIRST FLOOR PLAN

EL601 B11 ELECTRICAL LIGHTING SCHEDULE

EP621 B11 ELECTRICAL ONE-LINE DIAGRAM

Revisions: Date:

R

EF

FD FD

FD FD

FRONT

CHEM

PUMP

CHEM

PUMP

CHEM

PUMP

REMOTE

STATUS

MILDATAENERGY

MONITOR

X Y Y

X

X Y Y

X

FLATWORK RAIL

FLATWORK RAIL

DRYER RAIL

BLANKET RAIL

FLATWORK RAIL

EM

PTY SLIN

G

PU

LL-U

P

VAC

CAB

VAC

CAB

VAC

CAB

VA

LB

IA

VB

VA

LB

IA

V B

RIGIDLOK

4"

RIGIDLOK

2"

RIGIDLOK

2"

45O P E N

CLOSE

PUSHTO OPERATE

VALBIA - VB030

45OP

EN

CLOSE

PUSH

TO OPERATE

VALBIA - VB030

RIGIDLOK

2"

RIGIDLOK

2"

R

IG

ID

LO

K 2"

PU

M

P # 16 M

O

TO

R H p 3 R

PM

EN

C

L. TEFC

FR

AM

E 182JM

RIGIDLOK

2"

B A

LL VA

LVE

N

IB

C O 2"

RIGIDLOK

2"

RIGIDLOK

2"

RIGIDLOK

2"

R

IG

ID

LO

K 2" union_ 2_ inch

5/ 8" A

DJ

U

ST

IN

G

Y-STRAINER, STD, 1.5"

HO

FF

MA

N

TF

5X -8

UP

BUILDING TYPE = LAUNDRY

CODE: NFPA 13, 70, 72, 90A, 101 (INCL CH 43.10)

IEBC 2021

THE BUIILDING IS PROVIDED THROUGHOUT WITH AN APPROVED

AUTOMATIC FIRE SPRINKLER SYSTEM.

USE AND OCCUPANCY (SAME AS EXISTING- NO CHANGE IN OCCUPANCY)

MODERATE HAZARD FACTORY INDUSTRIAL OCCUPANCY

SPECIAL-PURPOSE INDUSTRIAL OCCUPANCY: 40.1.2.1.2 (2)

(OCC TYPE F-1 FROM IBC)

OCCUPANT LOAD FACTOR 7.3.1.2

MP: THE OCCUPANT LOAD IS THE MAXIMUM PROBABLE NUMBER OF

OCCUPANTS PRESENT AT ANY TIME.

SPACE OCC AREA S.F./ OCC NO. OF OCC.

FIRST FLOOR 10,156 MP 11

TOTAL BUILDING OCCUPANT LOAD 11 OCCUPANTS

INCIDENTAL USE AREAS WITHIN PROJECT SCOPE:

STORAGE ROOMS >100 S.F. - SMOKE SEPARATION PROVIDED

CONSTRUCTION TYPE

TYPE V-000 – NON-COMBUSTIBLE - FULLY SPRINKLERED

BUILDING AREA HEIGHT AND AREA IS NOT CHANGING - LIMITATIONS:

GENERAL BUILDING HEIGHTS AND AREAS

BASIC ALLOWABLE AREA (TABLE 503; F-1 SPRNKLD) 52,000 S.F.

BASIC ALLOWABLE HEIGHT 3 STORIES – 60’-0”

ACTUAL AREA AND HEIGHT

AREA ACTUAL 10,156 S.F.

HEIGHT ACTUAL 1 STORY - 32'-9 1/2" +/-

RATED ASSEMBLIES WITHIN THE PROJECT AREA REQUIRED:

NONE (NFPA 101, 7.1.3.1)

(NFPA 101, 7.1.3.1 - CORRIDORS ARE NOT REQUIRED TO BE RATED IN AN

EXISTING BUILDING WHERE THE OCCUPANCY CLASS IS NOT CHANGING.)

NFPA CH. 40 - INDUSTRIAL OCCUPANCIES

MEANS OF EGRESS NFPA 101, 40.2.2

MINIMUM DOOR LEAF: NFPA 101, 7.2.1.2.3.

32" - MINIMUM DOOR LEAF

28" - MIN DOOR LEAF IN EXISTING BUILDINGS

WIDTH PROVIDED = 36"

CAPACITY OF MEANS OF EGRESS: NFPA 101, 40.2.3

OCC LOAD IS DETERMINED AS THE MAXIMUM PROBABLE

POPULATION OF THE SPACE - SIZE OF EXITS COMPLY

MINIMUM NUMBER OF EXITS: NFPA 101, 40.2.4.1.1

NOT LESS THAN 2 EXITS FROM EVERY STORY:

NUMBER OF EXITS PROVIDED = FIRST FLOOR: 4

COMMON PATH OF TRAVEL DISTANCE NFPA 101, TABLE 40.2.5.1: 100' MAX

FIRST FLOOR: 99' MAX TRAVEL DIST TO ALL EXITS

MAXIMUM TRAVEL DISTANCE MEASURED: NFPA 101, 40.2.6

400' MAX ALLOWED IN INDUSTRIAL OCC W/ FIRE SPRINKLER

FIRST FLOOR: 99' MAX

PROTECTION OF VERTICAL OPENINGS NFPA 101, 40.3.1 - N/A

PORTABLE FIRE EXTINGUISHERS: NFPA 10, 6.2.1.2.2.

ARE PROVIDED IN EACH SPACE WITH LESS THAN 75' TRAVEL DISTANCE TO

EACH.

SMOKE PARTITION

REFERENCE NFPA 8.4

1-HR FIRE RESISTANT

RATED BARRIER

2-HR FIRE RESISTANT

RATED BARRIER

HORIZONTAL SMOKE

BARRIER CEILING

ASSEMBLY

HORIZONTAL 1-HR FIRE-

RESISTANT RATED

ASSEMBLY (ABOVE)

LIFE/SAFETY LEGEND

BUILDING EXIT

EXIT ROUTE

FEC (NEW)

F4 A-301

E2 A-301

E6 A-301

F2 A-301

B4 A-301

B

7 8

C

9 10 11 12 13 14 15

D

E

F

A

H

J

G

DRYING

110a

DRYING

SHIPPING

e113

CART MAKE UP

e112

HALL

e104

HALL

e104b

LCKR W

111A

TOILET

TOILET

LCKR M

109A

BREAK ROOM

e108

MAINTENANCE

e107STORAGE e106

COMP

e105

WASHING

TANK ROOM

e100

HALL

e104a

WASHING

DOCK

101a

SHWR M

109B

SHWR W

111B e104b e105a e100b e100a e101a e110a e113b e106a e107a e108a e104a e113a

109a 111a109 111

109b 111b

1"

- (E

0"

- (E

6"

- (E

6"

- (E

116' - 0" +/- (E)

WASH ROOM

CART WASH

e102

11' - 8" +/- (E)12' - 0" +/- (E) e101b e103c e103a e103b

5' - 0" +/- (E)10' - 6" +/- (E)5' - 0" +/- (E)10' - 9" +/- (E)5' - 0" +/- (E)5' - 0" +/- (E)5' - 0" +/- (E)12' - 0" +/- (E)5' - 0" +/- (E)

E3

E3

E3

E3

E1E1

E3

E1

7'

- 6

E)

4' - 8" +/- (E)

110b

101b

E3

12' - 0" +/- (E)

15' - 4" +/- (E) 14' - 3" +/- (E) 14' - 3" +/- (E)14' - 3" +/- (E)14' - 3" +/- (E)14' - 3" +/- (E)14' - 3" +/- (E) 15' - 4" +/- (E)

0"

- (E

2"

- (E

0"

- (E

7'

- 1

1"

- (E )4'

- 1

E)

99'

66'

72'

75' 88'

53' 48'

1/ 2' 0'

1' 4'

4' 8'

8' 8'

4' 2'

2'

1/ 8' 0'

1/ 0'

1/ 4' 0'

1' 2'

1' 1/

2' 2'

1/ 2'

1' 0'

3' 0'

1'

3/ 8' 0'

1'

2' 4'

1/

2' 0'

2'

1/ 2'

1' 3'

6' 0'

1/

4" 1/

2"

3/ 0'

8'

4' 4'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C :\U se rs

\la ur i\O ne

D riv e

- d es ig n2 la st .c om \d

2L -P ro je ct s\

-0

R os eb ur g

Bl dg s

-1 3-

\0

4- D

ES

IG

N \B

IM

M

O D

EL

A

N D

L

IN

KS

\R

O

SE

BU

R

G

AR

C H

.rv t

4/ 3/

:5

2:

P M

GI011

CODE PLAN

BLUE TRIDENT, LLC

900 Winslow Way E, Suite 130

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

SEISMIC RETROFIT AND

RENOVATE BUILDINGS 11,13 & 16

VA Roseburg Healthcare System

653-107 director

4/3/2026 MR LMS

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

1/8" = 1'-0"F4 B11 FLOOR PLAN CODE PLAN

L

PL/

FOOT\FEET

ADDED TO

AND

ANGLE

AT

CENTERLINE

SOG REINF OR WWF

STEP IN SLAB\ROOF

DOWEL

OPENING

PLATE

" INCH\INCHES

MTL DK (SECTION)

W SECTION

METAL DECK W/CONC

TOPPING (PLAN)

METAL DECK (PLAN)

PERPENDICULAR

PARALLEL

MOMENT CONNECTION

A101

Ref

1Re f 1 Re f

Ref

WALL ELEVATION

DIAMETER

GENERAL:

1. THE FOLLOWING STRUCTURAL NOTES APPLY UNLESS NOTED OTHERWISE ON THE

STRUCTURAL DRAWINGS.

2. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE

FINISHED STRUCTURE, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.

THE CONTRACTOR WILL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE

STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT

BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT,

ETC.

3. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT

INCLUDE INSPECTION OF THE ABOVE ITEMS NOR WILL THE STRUCTURAL ENGINEER

BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES,

PROCEDURES OR SEQUENCES OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS

AND THE PROGRAMS INCIDENT THERETO.

4. THE STRUCTURAL NOTES SHALL BE USED ALONG WITH THE PROJECT

SPECIFICATIONS AND DRAWINGS. THE CONTRACTOR SHALL REQUEST

CLARIFICATION IMMEDIATELY UPON DISCOVERY AND BEFORE PROCEEDING,

WHERE A DIFFERENCE BETWEEN STRUCTURAL DRAWINGS, NOTES OR

SPECIFICATIONS OCCUR.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS

AND CONDITIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF

CONSTRUCTION. NOTIFY THE CONTRACTING OFFICER’S REPRESENTATIVE OF ANY

DISCREPANCIES OR INCONSISTENCIES IMMEDIATELY UPON DISCOVERY.

6. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS SHOWN ON DRAWINGS.

7. THE CONTRACTOR SHALL ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR

ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, SECURITY AND OTHER

ITEMS WITH APPROPRIATE TRADES, DRAWINGS, AND SUBCONTRACTORS PRIOR TO

CONSTRUCTION. NO PENETRATIONS THRU STRUCTURAL MEMBERS ALLOWED

UNLESS SHOWN ON STRUCTURAL DRAWINGS OR APPROVED BY STRUCTURAL

ENGINEER IN WRITING.

8. PLAN NOTES AND LOCATION SPECIFIC DETAILS ON DRAWINGS SHALL TAKE

PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.

9. TYPICAL DETAILS ARE NOT CUT ON PLANS, BUT APPLY UNLESS NOTED OTHERWISE.

WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR

WORK ON PROJECT.

10. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH

STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM.

11. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW

SHALL BEAR THE SEAL AND SIGNATURE OF A REGISTERED STRUCTURAL ENGINEER.

DESIGN CRITERIA:

1. GOVERNING/REFERENCE CODES:

2022 ASCE 7-22

2024 INTERNATIONAL BUILDING CODE

2022 AISC 16TH EDITION

VA H-18-8 (JULY 2023, REV NOV 2024)

ASCE 41-23

2. EXISTING BUILDING SEISMIC FORCE RESISTING SYSTEM: UNREINFORCED MASONRY

SHEAR WALLS AND FLEXIBLE DIAPHRAGMS (BUILDING 11 IS A 1-STORY, 14,051 GROSS

SQUARE FEET STRUCTURE. IT WAS ORIGINALLY BUILT IN 1933.). THE ORIGINAL

BUILDING DOES NOT CONFORM TO CURRENT BUILDING CODES. WITH ADDITIONS IN

1967,1976,1988 & 1998 AND HAS NOT UNDERGONE A SIGNIFICANT SEISMIC RETROFIT.

SEISMIC UPGRADES TO THE EXISTING STRUCTURE INCLUDE NEW STRONGBACKING OF

EXISTING BRICK EXTERIOR WALLS, NEW INTERMEDIATE MOMENT FRAMES IN 1976

NORTH SIDE ADDITION TO REDUCE SPAN OF EXISTING STEEL DECK DIAPHRAGM,

POSITIVE OUT OF PLANE AND IN-PLANE ANCHORAGE AT ROOF DIAPHRAGMS AND

INDEPENDENT SECONDARY SUPPORT AT ORIGINAL ROOF TRUSS BEARING.

FACILITY CRITICALITY DESIGNATION: ESSENTIAL

SITE-SPECIFIC SEISMIC RESPONSE SPECTRUM PER THE GEOTECHNICAL GROUND-

MOTION STUDY

RISK CATEGORY = III

SITE CLASS: C

Ss=1.02; S1 = 0.46 [ASCE 7] BSE-2N: Sxs = 1.16 ; Sx1 = 0.65 [ASCE 41] BSE-1N: Sxs = 0.78 ; Sx1 = 0.43[ASCE 41]

ANALYSIS PROCEDURE USED = LINEAR STATIC PROCEDURE

ASCE STRUCTURAL PERFORMANCE OBJECTIVES: IMMEDIATE OCCUPANCY AT

THE BSE-1N; LIFE SAFETY AT THE BSE-2N

ASCE 41 NON-STRUCTURAL PERFORMANCE OBJECTIVE = OPERATIONAL @

BSE-1N; HAZARDS REDUCED @ BSE-2N

3. LIVE LOADS:

A. ROOF = 25 PSF (SNOW)

B. OFFICE = (1ST FLOOR) = 80 PSF

C. MECH/ELEC = 150 PSF

D. LIGHT STORAGE = 125 PSF

E. CORRIDORS/LOBBIES/STAIRS = 100 PSF

F. LAUNDRY = 200 PSF

NOTE: STORAGE SPACES TO BE POSTED IN CONSPICUOUS LOCATION PER

IBC REQUIREMENTS

4. MECHANICAL & NON-STRUCTURAL ANCHORAGE:

A. DESIGN PER ASCE 7-22 CHAPTER 13, SEE SPECIFICATIONS

SECTION 13 05 41.

BOLTED CONNECTIONS:

1. BOLTED CONNECTIONS SHALL CONFORM TO AISC STANDARD BOLTED CONNECTIONS

WITH MAXIMUM NUMBER OF 3/4" DIAMETER A-325N BOLTS UNLESS DETAILED ON

DRAWINGS (SEE FRAMED BEAM CONNECTIONS, TABLES 10-1, 10-2, 10-3, 10-4 OR 10-9

OF AISC MANUAL OF STEEL CONSTRUCTION). HIGH STRENGTH BOLTS INCLUDING

NUTS AND WASHERS SHALL BE IN ACCORDANCE WITH ASTM SPECIFICATIONS AND

SHALL MINIMALLY MEET "SNUG TIGHT" CRITERIA AS DEFINED IN AISC “SPECIFICATION

FOR STRUCTURAL JOINTS …” UNO.

2. NO SLOTTED HOLES PERMITTED AT STEEL CONNECTIONS UNLESS APPROVED BY THE

CONTRACTING OFFICER’S REPRESENTATIVE.

3. WHERE BOLT HOLES IN STEEL MEMBERS ARE ENLARGED TO MORE THAN 1 /16"

DIAMETER OVERSIZE AT CONNECTION BOLTS (3/16" DIAMETER AT ANCHOR BOLTS),

PROVIDE 5/16" x 2-1/2" x 2-1/2" PLATE WASHERS WITH PROPER DIAMETER HOLE. PLATE

WASHERS SHALL BE WELDED TO STEEL MEMBER WITH 3/16" FILLET WELD ALL

AROUND.

4. THREADED RODS SHALL BE ASTM F1554 GR 55 W/ WELD SUPPLEMENT S-1, HEADED

STUDS & THREADED STUDS SHALL BE ASTM A29, WELDED DEFORMED BARS (WDB)

SHALL BE ASTM A496.

POST INSTALLED CONCRETE ANCHORS:

1. DRILLED AND EPOXY GROUTED CONCRETE ANCHORS AND ADHESIVE BAR ANCHORS,

SHALL BE EPOXY GROUTED WITH SIMPSON SET 3G, DEWALT ALT PURE 110+, OR HILTI

HIT-RE 500 V3 EPOXY ADHESIVE OR APPROVED EQUIVALENT UNO. DRILL OVERSIZE

HOLES, CLEAN, AND APPLY EPOXY PER MFR PRINTED INSTRUCTIONS. EPOXY SHALL

BE MIXED, APPLIED AND CURED IN STRICT ACCORDANCE WITH MFR PRINTED

INSTRUCTIONS. APPLY EPOXY ONLY TO CLEAN AND DRY CONCRETE AND PROVIDE

PROTECTION SO DOWELS ARE NOT DISTURBED DURING THE CURING PERIOD.

2. EXPANSION ANCHORS SHALL BE HILTI "KWIK BOLT TZ2", SIMPSON STRONG BOLT 2, OR

DEWALT "POWER SUD+ SD2" OR APPROVED EQUIVALENT. INSTALLATION SHALL BE IN

STRICT ACCORDANCE WITH MANUFACTURERS PRINTED INSTRUCTIONS.

STRUCTURAL STEEL AND MISCELLANEOUS METALS:

1. DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS SHALL

BE IN ACCORDANCE WITH THE LATEST EDITION AISC SPECIFICATIONS, SECTION 5 AND

AWS D1 .1 SPECIFICATIONS AS MODIFIED BY THE CONTRACT SPECIFICATIONS.

2. ALL STRUCTURAL STEEL WIDE FLANGE BEAMS SHALL BE ASTM A-992.

GRADE 50 KSI.

3. MISCELLANEOUS STEEL SHALL BE ASTM A-36 (FY = 36 KSI).

4. ALL STEEL TUBE COLUMNS/BRACES SHALL BE ASTM A-500 GRADE B (FY = 46 KSI).

5. ALL STEEL PIPE COLUMNS/BRACES SHALL BE ASTM A-501 GRADE B. TYPE E

OR S (Fy = 35 KSI).

WELDED CONNECTIONS:

1. WHERE SIZE OF WELD IS NOT INDICATED, IT SHALL DEVELOP THE FULL STRENGTH OF

MEMBER AND CONNECTION.

2. NO SPLICES IN STEEL BEAMS OR COLUMNS MAY BE MADE OTHER THAN THOSE

DETAILED ON THE DRAWINGS UNLESS SHOWN ON SHOP DRAWINGS AND APPROVED

BY CONTRACTING OFFICERS REPRESENTATIVE.

3. ALL BEVEL GROOVE WELDS SHALL BE COMPLETE PENETRATION WELDS UNLESS

NOTED OTHERWISE.

4. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS - SEE SPECS.

CONCRETE:

1. CONCRETE FOR THE PROJECT SHALL ATTAIN A MINIMUM COMPRESSIVE

STRENGTH fc' AT 28 DAYS WITH A MINIMUM CEMENT QUANTITY PER

SPECIFICATION.

A. SLAB-ON-GRADE/FOUNDATIONS fc' = 4000 PSI B. CONCRETE OVERLAY SHEAR WALLS fc' = 4,000 PSI C. GROUT UNDER COLUMN BASE PLATES SHALL HAVE fc' = 6000 PSI

2. ALL REINFORCING STEEL FOR THE PROJECT SHALL BE DEFORMED BARS AND

SHALL CONFORM TO THE FOLLOWING ASTM STANDARD DESIGNATIONS.

A. #4 BARS AND LARGER IN CONCRETE AND MASONRY - A-615, GRADE 60 KSI

B. ANY REINFORCING TO BE WELDED - A-706, GRADE 60 KSI

C. VERTICAL REINFORCEMENT IN SHEAR WALLS AND COLUMNS/PILASTERS -

A706 GRADE 60 LOW ALLOY

3. REINFORCEMENT LAPS CONCRETE:

A. VERTICAL BARS - CLASS B

B. HORIZONTAL BARS - CLASS B (2'-0" MINIMUM)

4. THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR REINFORCEMENT

PLACED IN CONCRETE (UNLESS NOTED OTHERWISE):

A. CONCRETE WALLS EXPOSED TO EARTH OR WEATHER - 2"

B. CONCRETE NOT EXPOSED TO EARTH OR WEATHER - 1 1/2" [BEAMS/COLS]

C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER - 1" [SLABS/WALLS]

D. CONCRETE CAST AGAINST EARTH - 3"

5. GEOTECHNICAL:

SOIL BEARING SURFACES AND FILL SHALL BE PREPARED IN ACCORDANCE WITH

THE GEOTECHNICAL REPORT AND INSPECTED BY THE GEOTECHNICAL ENGINEER

[OR AN APPROVED TESTING AGENCY].

GEOTECHNICAL REPORT REFERENCE: TERRACON CONSULTANTS INC., REPORT

#82245137, DATED FEBRUARY 25, 2025

FOOTINGS SHALL BE FOUNDED AT LEAST 18” BELOW LOWEST ADJACENT

EXTERIOR FINISHED GRADE. OVEREXCAVATE FOOTINGS TO COMPETENT BEARING

PER THE GEOTECHNICAL ENGINEER AND PROVIDE COMPACTED BACKFILL PER

THE GEOTECHNICAL ENGINEER OR PROJECT SPECIFICATIONS. THE

GEOTECHNICAL ENGINEER SHALL APPROVE FOOTING EXCAVATION /

PREPARATION PRIOR TO PLACEMENT OF ALL FOOTINGS. FOOTING DEPTHS AND

ELEVATIONS SHOWN ON DRAWINGS ARE MINIMUM AND FOR GUIDANCE ONLY;

CONTRACTOR SHALL ESTABLISH ACTUAL ELEVATIONS IN FIELD. BACKFILL BEHIND

ALL WALLS AND PROVIDE FOR SUBSURFACE DRAINAGE AS RECOMMENDED IN THE

GEOTECHNICAL REPORT AND SPECIFICATIONS.

SOIL PROFILE TYPE SITE CLASS “C”

ALLOWABLE VERTICAL DESIGN PRESSURE: 6,000 PSF

LATERAL EARTH PRESSURE, LEVEL BACKFILL:

UNRESTRAINED (ACTIVE): 40 PCF

RESTRAINED (AT-REST) 55 PCF

ALLOWABLE PASSIVE PRESSURE 250 PCF, FS = 1.5

ALLOWABLE FRICTION COEFFICIENT: 0.27, FS = 1.5

SHOP DRAWINGS AND SUBMITTALS:

1. SHOP DRAWINGS SHALL BE PREPARED AND SUBMITTED FOR REVIEW BY THE

PARTY DENOTED IN THE SPECIFICATIONS. FOR EACH STRUCTURAL BUILDING

MATERIAL SPECIFIED.

STATEMENT OF SPECIAL INSPECTION:

1. SEE SPEC SECTIONS 014535 - SPECIAL INSPECTIONS AND 014529 - TESTING

LABORATORY SERVICES FOR MATERIALS, WORK, TYPE AND EXTENT OF EACH

SPECIAL INSPECTION OR TEST.

MASONRY ANCHORAGE:

1. POST-INSTALLED MASONRY ANCHORS INTO EXISTING BRICK MASONRY WALLS

SHALL BE THREADED ROD WITH HY-270 BY HILTI, AC100+ GOLD BY DEWALT,

ET-3G BY SIMPSON STRONG-TIE, OR APPROVED EQUAL. PROVIDE SCREEN TUBES

AT ALL EPOXY ANCHORS INTO BRICK MASONRY WALLS. EPOXY ANCHOR AND

SCREEN TUBE ASSEMBLIES SHALL BE PULL TESTED PER MANUFACTURERS

SPECIFICATIONS PRIOR TO INSTALLATION IN ORDER TO VERIFY CAPACITY AND

SPACING.

2. SCREWS INTO CONCRETE OR BRICK FROM LIGHT GAUGE STRONGBACK WALLS

SHALL BE AS NOTED IN THE DETAILS OR APPROVED EQUAL WITH MIN EMBED OF

1 1/2" (UNO).

EXISTING REBAR SCANNING:

THE GENERAL CONTRACTOR SHALL SELECT THE APPROPRIATE SCANNING METHODS

BASED ON THE CONSTRUCTION MEANS AND METHODS REQUIRED TO INSTALL POST-

INSTALLED ANCHORS IN ACCORDANCE WITH DETAILS. GROUND PENETRATING RADAR,

X-RAY, AND MAGNETIC-BASED METHODS ARE ALL ACCEPTABLE METHODS OF

SCANNING. HOWEVER, CERTAIN METHODS MAY HAVE LIMITATIONS AND THE

APPROPRIATE METHODS AND EQUIPMENT MUST BE DETERMINED BY THE

CONTRACTOR PRIOR TO CONSTRUCTION. DO NOT CUT, DAMAGE, OR REMOVE EXISTING

REBAR TO INSTALL ANCHORS.

SHOTCRETE:

SHOTCRETE PROCEDURE SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS, IBC

SECTION 1908 AND ACI 318. REINFORCING LAP SPLICES SHALL BE DETAILED ON SHOP

DRAWINGS. NON-CONTACT LAP SPLICES, IF USED, SHALL HAVE A MAXIMUM CLEAR

SPACE OF 4" BETWEEN BARS.

ES

I

TA

ROF

P

BR

S

LLOF WASH

ER

ES I ONAL NG I N

E

I

TE

28283

NGTON

ME

AN

. O

AL

S

TRUCTUR ENG I N

EE

R

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

BLUE TRIDENT, LLC

900 WINSLOW WAY E, SUITE 130

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

C :\U se rs

\P Au ra \D es kt op \R ev it

Lo ca l F ile s\ Bl dg

- S tru ct

_a ju lia n2

3E

EY

LW

.rv t 3/

/2

:0

8:

A M

S-001

GENERAL STRUCTURAL NOTES Seismic Retrofit and Renovate Building 11

VA Roseburg Healthcare System

653-107

B11

4/3/2026 BEM AJW

ISSUED FOR

CONSTRUCTION

A

AB ANCHOR BOLT

ABV ABOVE

AC ASPHALT CONCRETE

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

AISC AMERICAN IRON & STEEL INSTITUTE

ALT ALTERNATE/ING

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

ARCH ARCHITECTURAL

ASCE AMERICAN SOCIETY CIVIL

ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING

MATERIALS

AWS AMERICAN WELDING SOCIETY

B

B/ BOTTOM OF

B/DK BOTTOM OF DECK

B/FTG BOTTOM OF FOOTING

BEL BELOW

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOT/B BOTTOM

BRG BEARING

BTWN/BET BETWEEN

C

C CHANNEL

CB CONCRETE BEAM

CJ CONSTRUCTION JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR/CLEARANCE

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS/CONTINUATION

COORD COORDINATE

CP COMPLETE PENETRATION

CRSI CONCRETE REINFORCING STEEL

INSTITUTE

CTR CENTER

D

DBL DOUBLE

DET/DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DK DECK

DL DEAD LOAD

DP DEEP

DWG DRAWING

DWL DOWEL

E

E EARTHQUAKE

EA EACH

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATOR

ELEV/EL ELEVATION

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

F

FDN FOUNDATION

FF FINISH FLOOR

FIN FINISH(ED)

FJ FLOOR JOISTS

FLR FLOOR

FOC FACE OF CONCRETE

FOS FACE OF STUD

FT FOOT/FEET

FTG FOOTING

G

GA GAGE

GALV GALVANIZED

GL GRIDLINE

GSN GENERAL STRUCTURAL NOTES

H

HCT HOLLOW CLAY TILE

HDR HEADER

HK HOOK

HM HOLLOW METAL

HND/HD HAND

HOR/H/HORIZ HORIZONTAL

HSA HEADED STUD ANCHOR

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

HVAC HEATING, VENTILATION & AIR

CONDITIONING

I

IBC INTERNATIONAL BUILDING CODE

ICBO INTERNATIONAL CONFERENCE OF

BUILDING OFFICIALS

IJ ISOLATION JOINT

IMF INTERMEDIATE MOMENT FRAME

IN INCH/INCHES

INCL INCLUDE

INFO INFORMATION

INT INTERIOR

J

JST JOIST

JT JOINT

L

L LENGTH

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

LONGIT LONGITUDINAL

LSH LONG SIDE HORIZONTAL

LSV LONG SIDE VERTICAL

M

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEZZ MEZZANINE

MFR/MANUF MANUFACTURER

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MP&E MECHANICAL, PLUMBING AND

ELECTRICAL

MPH MILES PER HOUR

MTL METAL

N

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

O

O/C / OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OPG/OPNG OPENING

OPP OPPOSITE

P

PERP PERPENDICULAR

PL/P PLATE

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PR PAIR

PROJ PROJECT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

PVMT PAVEMENT

Q

QTY QUANTITY

R

RAD RADIUS

REINF REINFORCING

REQD REQUIRED

REV REVISION, REVERSE

RJ ROOF JOIST

RO ROUGH OPENING

S

SCHED SCHEDULE

SECT SECTION

SF SQUARE FEET (FOOT)

SHT SHEET

SHTG SHEATHING

SIM SIMILAR

SJ SHRINKAGE JOINT

SJI STEEL JOIST INSTITUTE

SL SLAB

SOG SLAB ON GRADE

SPC SPACE/SPACING

SPECS SPECIFICATIONS

SQ SQUARE

SSMA STEEL STUD MANUFACTURER

ASSOCIATION

STD STANDARD

STIFF STIFFENER

STL STEEL

STRUCT STRUCTURAL

SW SHEAR WALL

SY SQUARE YARD

T

T TOP

T&B TOP AND BOTTOM

T/ TOP OF

T/FTG TOP OF FOOTING

T/STL TOP OF STEEL

THK/t THICK/THICKNESS

THRU THROUGH

TOS TOP OF STEEL

TOT TOTAL

TS TUBE STEEL

TYP TYPICAL

U

UBC UNIFORM BUILDING CODE

UNBAL UNBALANCED

UNO UNLESS NOTED OTHERWISE

URM UNREINFORCED MASONRY

V

VERT/V VERTICAL

VIF VERIFY IN FIELD

W

W/ WITH

W/O WITHOUT

WD WOOD

WDB WELDED DEFORMED BARS

WP WORK POINT

WWF WELDED WIRE FABRIC

ABBREVIATIONS

SYMBOLS

1. SEE SHEET S001 FOR GENERAL STRUCTURAL NOTES.

2. ALL REFERENCE [REF] DIMENSIONS, ELEVATIONS, AND LOCATIONS OF

EXISTING STRUCTURAL COMPONENTS ARE BASED ON INFORMATION

GATHERED FROM ORIGINAL DRAWINGS OR CURSORY FIELD

MEASUREMENTS AND ARE SHOWN FOR GENERAL INFORMATION ONLY.

CONTRACTOR SHALL FIELD MEASURE AND VERIFY ALL CONDITIONS PRIOR

TO COMMENCING ANY WORK. NOTIFY THE VA CONTRACTING OFFICER'S

REPRESENTATIVE (COR) WHERE CONDITIONS VARY FROM THOSE SHOWN.

3. FOR ALL WALLS TO RECEIVE CONCRETE OVERLAY OR LIGHT GAUGE

STRONGBACK, REMOVE ALL ITEMS ATTACHED TO THE EXISTING URM WALL

(CONDUITS, EQUIPMENT, DUCTS, APPURTENANCES ETC) SO THAT THE WORK

CAN OCCUR. THEN RE-ATTACH TO THE FACE OF THE UPGRADE WHEN IT IS

COMPLETE.

- BB

7 8

CC

9 10 11 12 13 14 15

DD

EE

FF

AA

1 4

C.1 C.1

D.9D.9

2 3

HH

JJ

GG

270' - 5" [REF]

25' - 0" [REF] 25' - 0" [REF] 25' - 0" [REF] 12' - 7" [REF] 19' - 9 1/4" [REF] 16' - 0" [REF] 15' - 4" [REF] 14' - 3" [REF] 14' - 3" [REF] 14' - 3" [REF] 14' - 3" [REF] 14' - 3" [REF] 14' - 3" [REF] 15' - 4" [REF] 30' - 10 3/4" [REF]

R

EF

6'

R

EF

R

EF

R

EF

R

EF

R

EF

7'

R

EF

4'

1" [R

EF

6'

R

EF

R

EF

] 3'

R

EF

R

EF

3'

/4

R

EF

R

EF

] 2 3/

4" [R

EF

7'

R

EF

4'

1"

[R

EF

5 6

1998 PEMB

ADDITION

ADDITION

ADDITION

AD

D

IT

IO

N

O

R

IG

IN

AL

B

LD

G

O

R

IG

IN

AL

B

LD

G

ADDITION

ADDITION

ADDITION

ADDITION

ADDITION

ADDITION

S-201

C1

S-201

F1

S-202 F5S-202C5

S-200

C1

S-200S-203

F1

F1

F5 S-501

F1 S-501

F3 S-501

NOT IN

CONTRACT

NOT IN CONTRACT

BUILDING 11A

S-203

C3

S-203 C5

S-203

C1

D9 S-511

F7 S-501

F7 S-501

F9 S-501

F9 S-501

SAWCUT FOR

NEW STRIP FTG,

SEE DETAIL

SAWCUT FOR NEW STRIP

FTG, SEE DETAIL

F3 S-502

PEDESTAL & FTG FOR IMF

SEE DETAILS F3A/S-502 AND F3B/S-502

SAWCUT FOR

NEW STRIP FTG,

SEE DETAIL

(E) SIDEWALK EDGE

6" SOG W/#4 @

18" OC EA WAY

(E) SIDEWALK

EDGE

D9 S-511

SIM

TYP @ IMF

F3 S-501

@ GL-14TYP BTWN

GL-7 TO GL-13

F5A

F5 S-501

SIM

F5

S-501

D9 S-511

SIM

B1 S-502

TYP

F1 S-502

OPP

HD

EXISTING WALL

STRONGBACK WALL

CONCRETE SHEAR WALL

ORIGINAL 1932 BLDG

1967 ADDITION

1976 ADDITIONS

1988 ADDITIONS

1998 ADDITION

UNKNOWN (BTWN 1967-1981)

UNKNOWN (BTWN 1988-1998)

ES

I

TA

ROF

P

BR

S

LLOF WASH

ER

ES I ONAL NG I N

E

I

TE

28283

NGTON

ME

AN

. O

AL

S

TRUCTUR ENG I N

EE

R

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

BLUE TRIDENT, LLC

900 WINSLOW WAY E, SUITE 130

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

C :\U se rs

\P Au ra \D es kt op \R ev it

Lo ca l F ile s\ Bl dg

- S tru ct

_a ju lia n2

3E

EY

LW

.rv t 3/

/2

:0

8:

A M

S-100

FOUNDATION PLAN Seismic Retrofit and Renovate Building 11

VA Roseburg Healthcare System

653-107

B11

4/3/2026 BEM AJW

ISSUED FOR

CONSTRUCTION

12 1680 24

FOUNDATION NOTES

1/8" = 1'-0"F1 FOUNDATION PLAN

WALL LEGENDPRIOR HISTORY KEY

- BB

7 8

CC

9 10 11 12 13 14 15

DD

EE

FF

AA

1 4

C.1

C.1

D.9D.9

2 3

HH

JJ

GG

5 6

270' - 5" [REF]

25' - 0" [REF] 25' - 0" [REF] 25' - 0" [REF] 12' - 7" [REF] 19' - 9 1/4" [REF] 16' - 0" [REF] 15' - 4" [REF] 14' - 3" [REF] 14' - 3" [REF] 14' - 3" [REF] 14' - 3" [REF] 14' - 3" [REF] 14' - 3" [REF] 15' - 4" [REF] 30' - 10 3/4" [REF]

R

EF

6'

R

EF

R

EF

R

EF

R

EF

R

EF

7'

R

EF

4'

1" [R

EF

6'

R

EF

R

EF

] 3'

R

EF

R

EF

3'

/4

R

EF

R

EF

3/

4" [R

EF

7'

R

EF

4'

1"

[R

EF

1998 PEMB

ADDITION

ADDITION

ADDITION

AD

D

IT

IO

N

O

R

IG

IN

AL

B

LD

G

O

R

IG

IN

AL

B

LD

G

ADDITION

ADDITION

ADDITION

ADDITION

ADDITION

ADDITION

S-201

C1

S-201

F1

S-202 F5S-202C5

S-200

C1

S-200S-203

F1

F1

EXTERIOR

LIGHT-GAUGE

STRONGBACK

INTERIOR LIGHT-

GAUGE STRONGBACK

400S162-54 @ 16" OC INTERIOR LIGHT-GAUGE

STRONGBACK

F5 S-501

INTERIOR LIGHT-GAUGE

STRONGBACK

F1 S-501

F3 S-501

7" SHOTCRETE OR CIP

CONCRETE OVERLAY

7" SHOTCRETE OR CIP

CONCRETE OVERLAY

NOT IN

CONTRACT

116' - 2"

SHOTCRETE GL-C

SHOTCRETESTRONG BACK GL-F

S-203

C3

S-203 C5

S-203

C1

S-511 F1

S-511 F5

OH

TYP

D9 S-511

S-203 F5

F5 S-501

F7 S-501

F7 S-501

F9 S-501

F9 S-501

IM

F-

IM

F-

IM

F-

HSS5X

5X

1/4

S-521 B9F3

S-502

(E )H

SS12

X2X

3/1

(E )H

SS12

X2X

3/1

S-512 B7

S-512 D7

TYP @ IMF

D9 S-511

SIM

TYP

TYP

@ IMF

D9 S-511

SIM

F5A

SIMF5

S-501

_____________________ TYP @

GL-11 &

GL-12

TYP BTWN

GL-7 TO GL-13

B1 S-502

F3 S-501

SIM @

GL-14

S-512 B7

OH SIM

(E )C

8X

.5

(E )C

8X

.5

TYP

TYP @

IMF

F1 S-502

S-512 B7

D9 S-521

(E )H

SS12

X2X

3/1

(E )H

SS12

X2X

3/1

(E)HSS12X2X3/16

(E)HSS12X2X3/16(E

)H

SS12

X2X

3/1

(E )H

SS12

X2X

3/1

(E )H

SS12

X2X

3/1

(E )H

SS12

X2X

3/1

(E )H

SS12

X2X

3/1

(E )H

SS12

X2X

3/1

(E )H

SS12

X2X

3/1

(E )H

SS12

X2X

3/1

(E )H

SS12

X2X

3/1

(E )H

SS12

X2X

3/1

(E )H

SS12

X2X

3/1

(E )H

SS12

X2X

3/1

OPP

HD

1. SEE SHEET S001 FOR GENERAL STRUCTURAL NOTES.

2. IMF-"i" = INTERMEDIATE MOMENT FRAME @ GRIDLINE "i", SEE F5/S-203.

3. ALL REFERENCE [REF] DIMENSIONS, ELEVATIONS, AND LOCATIONS OF

EXISTING STRUCTURAL COMPONENTS ARE BASED ON INFORMATION

GATHERED FROM ORIGINAL DRAWINGS OR CURSORY FIELD

MEASUREMENTS AND ARE SHOWN FOR GENERAL INFORMATION ONLY.

CONTRACTOR SHALL FIELD MEASURE AND VERIFY ALL CONDITIONS PRIOR

TO COMMENCING ANY WORK. NOTIFY THE VA CONTRACTING OFFICER'S

REPRESENTATIVE (COR) WHERE CONDITIONS VARY FROM THOSE SHOWN.

4. FOR ALL WALLS TO RECEIVE CONCRETE OVERLAY OR LIGHT GAUGE

STRONGBACK, REMOVE ALL ITEMS ATTACHED TO THE EXISTING URM WALL

(CONDUITS, EQUIPMENT, DUCTS, APPURTENANCES ETC) SO THAT THE

WORK CAN OCCUR. THEN RE-ATTACH TO THE FACE OF THE UPGRADE WHEN

IT IS COMPLETE.

EXISTING WALL

STRONGBACK WALL

CONCRETE SHEAR WALL

1/8" = 1'-0"F1 FLOOR FRAMING PLAN

ES

I

TA

ROF

P

BR

S

LLOF WASH

ER

ES I ONAL NG I N

E

I

TE

28283

NGTON

ME

AN

. O

AL

S

TRUCTUR ENG I N

EE

R

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

BLUE TRIDENT, LLC

900 WINSLOW WAY E, SUITE 130

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

C :\U se rs

\P Au ra \D es kt op \R ev it

Lo ca l F ile s\ Bl dg

- S tru ct

_a ju lia n2

3E

EY

LW

.rv t 3/

/2

:0

8:

A M

S-101

FLOOR FRAMING PLAN Seismic Retrofit and Renovate Building 11

VA Roseburg Healthcare System

653-107

B11

4/3/2026 BEM AJW

ISSUED FOR

CONSTRUCTION

12 1680 24

FLOOR FRAMING NOTESWALL LEGEND

- BB

7 8

CC

9 10 11 12 13 14 15

DD

EE

FF

AA

1 4

C.1C.1

D.9D.9

2 3

HH

JJ

(E ) R

O O

F

TR

U

SS

(E ) R

O O

F

TR

U

SS

(E ) R

O O

F

TR

U

SS

(E ) R

O O

F

TR

U

SS

(E ) R

O O

F

TR

U

SS

(E ) R

O O

F

TR

U

SS

(E ) R

O O

F

TR

U

SS

GG

5 6

270' - 5" [REF]

25' - 0" [REF] 25' - 0" [REF] 25' - 0" [REF] 12' - 7" [REF] 19' - 9 1/4" [REF] 16' - 0" [REF] 15' - 4" [REF] 14' - 3" [REF] 14' - 3" [REF] 14' - 3" [REF] 14' - 3" [REF] 14' - 3" [REF] 14' - 3" [REF] 15' - 4" [REF] 30' - 10 3/4" [REF]

R

EF

6'

R

EF

R

EF

R

EF

R

EF

R

EF

7'

R

EF

4'

1" [R

EF

6'

R

EF

R

EF

] 3'

R

EF

R

EF

3'

/4

R

EF

R

EF

3/

4" [R

EF

7'

R

EF

4'

1"

[R

EF

1998 PEMB

ADDITION

ADDITION

ADDITION

AD

D

IT

IO

N

O

R

IG

IN

AL

B

LD

G

O

R

IG

IN

AL

B

LD

G

ADDITION

ADDITION

ADDITION

ADDITION

ADDITION

ADDITION

S-201

C1

S-201

F1

S-202 F5S-202C5

OUT OF PLANE

ANCHOR @ EA JOIST

OUT OF PLANE

ANCHOR @ EA JOIST

(E) 12J4 STEEL BAR

JOISTS @ 4'-0" OC

(E) X-BRIDGING

OUT OF PLANE

ANCHOR @ EA

X-BRIDGING

(E )W

X4

(E) LEDGER

L3 X 3 X 1/4

(E) LEDGER

L3 X 3 X 1/4

(E) X-BRIDGING

(E) 1 1/2" 22GA

STL DK

OUT OF PLANE

ANCHOR @ EA

JOIST

(E) 12J4 STEEL BAR

JOISTS @ 4'-0" OC

OUT OF PLANE

ANCHOR

5'

4" 5'

4"

4' - 0"4' - 0"

TYP

6' - 0" OUT OF PLANE

ANCHORS @ 6'-0" OC

B1 S-522

B3 S-521

B1 S-521

(E)C7X9.8

(E)C7X9.8

(E)C7X9.8

(E)C7X9.8

(E)C7X9.8

(E)C7X9.8

(E)C7X9.8

(E)C7X9.8

(E)C7X9.8

(E) 3/4"⌀

NOT IN

CONTRACT

NOT IN

CONTRACT

NOT IN CONTRACT

BUILDING 11A

F5 S-522

B9 S-511

W/1988 REROOF W/1988 REROOF

F3 S-521

TYP @

STRUT

F7 S-521

TYP @ RF

PURLINS

D9 S-522

6'

0"

OUT OF PLANE

ANCHOR

TYP

D1 S-511

TYP

D9

S-522

6'

0"

OUT OF PLANE

ANCHOR

F3 S-521

TYP @

STRUT

F7 S-521

TYP @ RF

PURLIN

OUT OF PLANE

ANCHORS @ TRUSS

BRG, TYP

D1 S-522

@ W16X

D1 S-511

GLS 13-15 ABV@ W16X

D5 S-521

D5 S-522

D1 S-521

GLS 12-15 BEL

F1 S-522

GLS 9.8-12 BEL

D5 S-511

GLS 7-13 ABV

F1 S-521

F1 S-523

F3 S-523

F1 S-523

SIM

1. SEE SHEET S001 FOR GENERAL STRUCTURAL NOTES.

2. ALL REFERENCE [REF] DIMENSIONS, ELEVATIONS, AND LOCATIONS OF

EXISTING STRUCTURAL COMPONENTS ARE BASED ON INFORMATION

GATHERED FROM ORIGINAL DRAWINGS OR CURSORY FIELD

MEASUREMENTS AND ARE SHOWN FOR GENERAL INFORMATION ONLY.

CONTRACTOR SHALL FIELD MEASURE AND VERIFY ALL CONDITIONS PRIOR

TO COMMENCING ANY WORK. NOTIFY THE VA CONTRACTING OFFICER'S

REPRESENTATIVE (COR) WHERE CONDITIONS VARY FROM THOSE SHOWN.

3. FOR ALL WALLS TO RECEIVE CONCRETE OVERLAY OR LIGHT GAUGE

STRONGBACK, REMOVE ALL ITEMS ATTACHED TO THE EXISTING URM WALL

(CONDUITS, EQUIPMENT, DUCTS, APPURTENANCES ETC) SO THAT THE

WORK CAN OCCUR. THEN RE-ATTACH TO THE FACE OF THE UPGRADE WHEN

IT IS COMPLETE.

1/8" = 1'-0"F1 ROOF FRAMING PLAN

ES

I

TA

ROF

P

BR

S

LLOF WASH

ER

ES I ONAL NG I N

E

I

TE

28283

NGTON

ME

AN

. O

AL

S

TRUCTUR ENG I N

EE

R

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

BLUE TRIDENT, LLC

900 WINSLOW WAY E, SUITE 130

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

C :\U se rs

\P Au ra \D es kt op \R ev it

Lo ca l F ile s\ Bl dg

- S tru ct

_a ju lia n2

3E

EY

LW

.rv t 3/

/2

:0

8:

A M

S-102

ROOF FRAMING PLAN Seismic Retrofit and Renovate Building 11

VA Roseburg Healthcare System

653-107

B11

4/3/2026 BEM AJW

ISSUED FOR

CONSTRUCTION

12 1680 24

ROOF FRAMING NOTES

FIN FLR

EL 0' - 0" [REF]

BOT OF (E) TRUSS

EL 13' - 0" [REF]

7 8 9 10 11 12 13 14 15

STRONGBACK WALL

400S162-54 STUDS @ 16" OC

B9 S-511

D9 S-511

F3 S-502

@ IMF

TYP

TYP

B9 S-521

TYP @ IMF

B/DK

EL 11'-4" [REF]

1. SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES.

2. SEE DETAIL C1/S-523 FOR TYP LIGHT GAUGE FRAMING DETAILS.

3. FOR TYP STRONGBACK CONN INFO SEE D3/S-512.

4. FOR TYP REINF CONCRETE OVERLAY CONN INFO SEE D1/S-512 & F1/S-512.

SEE C1/S-202 & F1/S-202 FOR TYP OVERLAY DWL PATTERNS.

5. @ CONC OVERLAY OPGS USE #5 DIAG X 4'-0" PLACED @ 45° ANGLE @ 3" CLR

FROM CORNER, TYP. TRIM STEEL @ HEADS & SILLS SHALL BE (2) #6 @ 3" OC

UNO.

6. FOR ALL WALLS TO RECEIVE CONCRETE OVERLAY OR LIGHT GAUGE

STRONGBACK, REMOVE ALL ITEMS ATTACHED TO THE EXISTING URM WALL

(CONDUITS, EQUIPMENT, DUCTS, APPURTENANCES ETC) SO THAT THE

WORK CAN OCCUR. THEN RE-ATTACH TO THE FACE OF THE UPGRADE WHEN

IT IS COMPLETE.

FIN FLR

EL 0' - 0" [REF]

FIN FLR

EL 0' - 0" [REF]

BOT OF (E) TRUSS

EL 13' - 0" [REF]

BOT OF (E) TRUSS

EL 13' - 0" [REF]

789101112

ADDITION

ADDITION

F1 S-522

STRONGBACK WALL

400S200-68 @ 16" OC

F7 S-501

B/DK

EL 11'-2 3/4" [REF]

B/DK

EL 11'- 2 3/4" [REF]

ES

I

TA

ROF

P

BR

S

LLOF WASH

ER

ES I ONAL NG I N

E

I

TE

28283

NGTON

ME

AN

. O

AL

S

TRUCTUR ENG I N

EE

R

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

BLUE TRIDENT, LLC

900 WINSLOW WAY E, SUITE 130

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

C :\U se rs

\P Au ra \D es kt op \R ev it

Lo ca l F ile s\ Bl dg

- S tru ct

_a ju lia n2

3E

EY

LW

.rv t 3/

/2

:0

8:

A M

S-200

SHEAR WALL ELEVATIONS Seismic Retrofit and Renovate Building 11

VA Roseburg Healthcare System

653-107

B11

4/3/2026 BEM AJW

ISSUED FOR

CONSTRUCTION

1/4" = 1'-0"C1 SHEAR WALL ELEVATION - GRIDLINE A

SHEAR WALL ELEVATION NOTES

1/4" = 1'-0"F1 SHEAR WALL ELEVATION - GRIDLINE H 6 840 12

BOT OF (E) TRUSS

EL 13' - 0" [REF]

7 8 9 10 11 12 13 14 15

F3 S-501 t CONCRETE OVERLAY = 6"

(3) #6 VERT

CTR @ 3" OC

(3) #6 VERT

CTR @ 3" OC

#5 H

O R

IZ

C

TR

" O C

A

LT

S

ID

ES

D1 S-511

T/FTG =

T/(E)FIN GRADE

8" 1' - 6" 9" @ 18" OC STAGG'D

6" 6" t CONCRETE

OVERLAY = 6"

HOLES FOR DOWELS

EPOXIED INTO EXIST

STEMWALL & FTG #4

H O

R

IZ

C

C A

LT

S

ID

ES

#5 VERT CTR @ 18" OC

2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"

F3 S-502

#3 STIRRUPS @ 12" OC

D7 S-512

B7

S-512

D7 S-512

OPP

HDTYP#3

@ 12" OC

HORIZ CTR

ALT SIDES

(2) #5 VERT

CTR @ 3" OC

F7 S-512

#3 STIRRUPS @ 12" OC

#4

@ 16" OC

HORIZ CTR

ALT SIDES

(2) #5 VERT

CTR @ 3" OC

F1 S-511

B7

S-512

B7 S-512

TYPSIM

T/ (E) OPG

EL 11'-4" [REF]

TYP FOR

REMAINDER

TYP

@ IMF COND

NORTH SIDE

GL-C @ GL'S

9,11 & 13

F3 S-501

SIM TYP

SEE F1/S-511 FOR

REINF @ PILASTERS

2' - 0"

TYP

#5 DWLS

@ 18" OC

#4 VERT CTR

@ 12" OC TYP

F1 S-502

2' - 0"2' - 0"2' - 0"2' - 0" 2' - 0"2' - 0"

TYP

TYP

FIN FLR

EL 0' - 0" [REF]

BOT OF (E) TRUSS

EL 13' - 0" [REF]

789101112131415

B1 S-522

F1 S-501

600S162-68 @ 16" OC STRONGBACK WALL

F3 S-501

SIM @

PILASTER

TYP

D1 S-521

D5 S-511

ABV

BEL GLS 12-15

F5 S-511

BEL GLS 9.8-12

TYP @

STRONGBACK

D5 S-511

ABV

GLS 7-13

S-511 F9

B1 S-521

#4 VERT CTR

@ 12" OC

TRUSS

BRG

B1 S-521

SIM

B7 S-512

SIM

F1 S-502

SIM

2' - 0" 2' - 0"

S-512 F3

6" CONC OVERLAY

S-512 F3

SIM

600S162-68 @ 16" OC

@ (E) W16X

1. SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES.

2. SEE DETAIL C1/S-523 FOR TYP LIGHT GAUGE FRAMING DETAILS.

3. FOR TYP STRONGBACK CONN INFO SEE D3/S-512.

4. FOR TYP REINF CONCRETE OVERLAY CONN INFO SEE D1/S-512 & F1/S-512.

SEE C1/S-202 & F1/S-202 FOR TYP OVERLAY DWL PATTERNS.

5. @ CONC OVERLAY OPGS USE #5 DIAG X 4'-0" PLACED @ 45° ANGLE @ 3" CLR

FROM CORNER, TYP. TRIM STEEL @ HEADS & SILLS SHALL BE (2) #6 @ 3" OC

UNO.

6. FOR ALL WALLS TO RECEIVE CONCRETE OVERLAY OR LIGHT GAUGE

STRONGBACK, REMOVE ALL ITEMS ATTACHED TO THE EXISTING URM WALL

(CONDUITS, EQUIPMENT, DUCTS, APPURTENANCES ETC) SO THAT THE

WORK CAN OCCUR. THEN RE-ATTACH TO THE FACE OF THE UPGRADE WHEN

IT IS COMPLETE.

ES

I

TA

ROF

P

BR

S

LLOF WASH

ER

ES I ONAL NG I N

E

I

TE

28283

NGTON

ME

AN

. O

AL

S

TRUCTUR ENG I N

EE

R

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

BLUE TRIDENT, LLC

900 WINSLOW WAY E, SUITE 130

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

C :\U se rs

\P Au ra \D es kt op \R ev it

Lo ca l F ile s\ Bl dg

- S tru ct

_a ju lia n2

3E

EY

LW

.rv t 3/

/2

:0

8:

A M

S-201

SHEAR WALL ELEVATIONS Seismic Retrofit and Renovate Building 11

VA Roseburg Healthcare System

653-107

B11

4/3/2026 BEM AJW

ISSUED FOR

CONSTRUCTION

1/4" = 1'-0"C1 SHEAR WALL ELEVATION - GRIDLINE C

1/4" = 1'-0"F1 SHEAR WALL ELEVATION - GRIDLINE F

SHEAR WALL ELEVATION NOTES

6 840 12

1. SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES.

2. SEE DETAIL C1/S-523 FOR TYP LIGHT GAUGE FRAMING DETAILS.

3. FOR TYP STRONGBACK CONN INFO SEE D3/S-512.

4. FOR TYP REINF CONCRETE OVERLAY CONN INFO SEE D1/S-512 & F1/S-512.

SEE C1/S-202 & F1/S-202 FOR TYP OVERLAY DWL PATTERNS.

5. @ CONC OVERLAY OPGS USE #5 DIAG X 4'-0" PLACED @ 45° ANGLE @ 3" CLR

FROM CORNER, TYP. TRIM STEEL @ HEADS & SILLS SHALL BE (2) #6 @ 3" OC

UNO.

6. FOR ALL WALLS TO RECEIVE CONCRETE OVERLAY OR LIGHT GAUGE

STRONGBACK, REMOVE ALL ITEMS ATTACHED TO THE EXISTING URM WALL

(CONDUITS, EQUIPMENT, DUCTS, APPURTENANCES ETC) SO THAT THE

WORK CAN OCCUR. THEN RE-ATTACH TO THE FACE OF THE UPGRADE WHEN

IT IS COMPLETE.

FIN FLR

EL 0' - 0" [REF]

FIN FLR

EL 0' - 0" [REF]

BOT OF (E) TRUSS

EL 13' - 0" [REF]

BOT OF (E) TRUSS

EL 13' - 0" [REF]

B C D E FA

ADDITION

ORIGINAL BLDG

(3) #6 VERT

CTR @ 3" OC

#5 VERT CTR

@ 18" OC

(2) #5 VERT CTR

@ 3" OC @ JAMB

#5 VERT CTR

@ 12" OC

(2) #6 VERT CTR

@ 3" OC @ JAMB

#5 VERT CTR

@ 12" OC

(3) #6 VERT

CTR @ 3" OC

#5 VERT CTR

@ 18" OC

(2) #5 VERT CTR

@ 3" OC @ JAMB

#5 VERT CTR

@ 12" OC

#5 VERT CTR

@ 12" OC

TYP

1 1/2" CLR

TYP

1 1/2" CLR

#5 H

O R

IZ

C

C

A

LT

S

ID

ES

t CONCRETE OVERLAY = 7"

#6 VERT CTR

@ 12" OC

F9 S-501

T/FTG =

T/(E) FIN GRADE

8" 1' - 6" 9" @ 18" OC STAGG'D TO GL-F

6"

6" t CONCRETE OVERLAY = 6"

HOLES FOR DOWELS

EPOXIED INTO EXIST

STEMWALL & FTG #4

H O

R

IZ

C

C A

LT

S

ID

ES

#5 VERT CTR @ 18" OC

STRONGBACK WALL

400S162-54 STUDS @ 16" OC

FOR HEAD, SILL & CORNER

REINF SEE SW ELEVATION

NOTE 5

t CONCRETE OVERLAY = 6"

TY

P

U N

O

B/DK

EL 11' - 4" [REF]

RIDGE T/CONC = 27'-10 1/2" +/-

EAVE T/CONC

= 13'-10 1/2" +/-

F7 S-521

#6 CTR @ SLOPE

TOP OF WALL

B/DK

EL 11'-4" [REF]

#5 DWLS

@ 18" OC

FIN FLR

EL 0' - 0" [REF]

BOT OF (E) TRUSS

EL 13' - 0" [REF]

BCDEF A

ADDITION

ORIGINAL BLDG

STRONGBAC…