RoseburgVAMC 653 16 100 Final Drawings.pdf

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Security Assessment survey Federal contract opportunity
Solicitation number
36C26024Q0296
Issued by
Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 20

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This solicitation requests quotes for security assessment survey services. The Roseburg VA Health Care System seeks to purchase a security assessment survey to be completed by Summer 2024. Quotes are requested from SDVOSB firms certified on SBA's VetBiz VetCert program and are due no later than January 16, 2024. Award will be made based on a comparative evaluation of price, technical acceptability, past performance within five years, and response terms most advantageous to the government. The place of performance is the Roseburg VA HealthCare System located in Roseburg, Oregon.

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File Type Posted
VA_ROSEBURG_SPACEBOOK_FINAL SET_2021.pdf PDF
CS 36C26024Q0296.pdf PDF
VA MEDICAL CENTER CAMPUS MAP WITH TOPO.pdf PDF
RFQ 36C26024Q0296.pdf PDF
CDDrawingsCombined.pdf PDF
PRSDM January 2024.pdf PDF
SOW 36C26024Q0296.pdf PDF

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South Umpqua River

NW

S tew ar t P kw y

NE Garden Valley Blvd

W Stewart Park Dr

St ew art P ark D r

Ce nte nn ial

D r

NW Garden Valley Blvd

Roseburg, Oregon

Exit 125

Exit 125

Picnic

Area

Rose Garden

BLM

Fire Station

Fred Meyer

Skate

Park

L

Stewart Park

Golf Course

A

R o o s e v e l t

L o o p

W a y L o o p

C e n t e n i a l

D r

L i n c o n

S

U m p q u

V e t e r a n s

W a y

G a r d e

V l l e y

B v d

G a r d e n

L a n e

L i n c o

Lincoln Dr.

P

P

P

P

F

D

C

M

K

N

J

E

B

Police

Vete ra ns

LEGEND

Emergency Entrance

Information

Visitor Parking

Food / Canteen

Building Number

P

K i i

Eagle

Landing

Housing

Roseburg

National

Cemetary

Mental

Health

Chapel

001 Main Hospital

River House

The

Lodge

Business

Office

Human

Resources

P i i

11/29/2017

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

P

P r o j e c t s U

S

D

V A

S

V

A

R o s e b u r g

C a m p u s

S e c u r i t y

D r a w i n g s

C u r r e n t R o s e b u r g V

A M

C G

I d w g

A

M

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

BM BBRevisions: Date:

906 Columbia Street SW, Suite 400 Olympia, Washington 98501 360.352.8883 Matthew Kaphan, Project Manager

653-16-100

Roseburg VA Medical Center, OR

UPGRADE CAMPUS

SECURITY

CONSTRUCTION

DOCUMENTS 100%KMB Project No. S1575

R E

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A

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F O

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O

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R E

G

I

S

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E D A

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C

H

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C

T

S

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A

O

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E

G

O

N

CRAIG A. McCLELLAND

OLYMPIA, WASHINGTON

ARCHITECTURAL

GI001 COVER SHEET

AE101 DEMOLITION PLAN / PARTIAL FLOOR PLAN

AE102 DEMOLITION RCP / PARTIAL RCP

AE201 INTERIOR ELEVATIONS

AE501 DETAILS AND WALL TYPES

AE601 DOORS AND WINDOWS

MECHANICAL

B01_M1.01 MECHANICAL LEGEND AND SCHEDULES

B01_M3.01 PLUMBING PLAN

B01_M5.01 HVAC PLAN

ELECTRICAL

B00_E0.01 ELECTRICAL LEGENDS

B00_E0.02 ELECTRICAL DETAILS - PHYSICAL CONTROL

B00_E0.03 ELECTRICAL DETAILS - CCTV CAMERA DETAIL

B00_E0.04 ELECTRICAL DETAILS - CCTV SYSTEM RISER DIAGRAM

B00_E0.05 ELECTRICAL DETAILS - TELECOMMUNICATIONS DETAIL

B00_E0.06 ELECTRICAL DETAILS - FIBER RISER DIAGRAM

E1.01 ELECTRICAL SITE PLAN - NORTH

E1.02 ELECTRICAL SITE PLAN - SOUTH

E1.03 PARTIAL ELECTRICAL SITE PLAN - BLDG 1,2 & 16

COVERED WALKWAY

BUILDING 1

B01_E2.10 B01 FIRST FLOOR SECURITY PARTIAL FLOOR PLAN

B01_E2.11 B01 FIRST FLOOR SECURITY PARTIAL FLOOR PLAN

B01_E2.12 B01 FIRST FLOOR SECURITY PARTIAL FLOOR PLAN

B01_E2.13 B01 FIRST FLOOR SECURITY PARTIAL FLOOR PLAN

B01_E2.14 B01 FIRST FLOOR SECURITY PARTIAL FLOOR PLAN

B01_E2.15 B01 FIRST FLOOR SECURITY PARTIAL FLOOR PLAN

B01_E2.20 B01 SECOND FLOOR SECURITY PARTIAL FLOOR PLAN

B01_E2.21 B01 SECOND FLOOR SECURITY PARTIAL FLOOR PLAN

B01_E2.22 B01 SECOND FLOOR SECURITY PARTIAL FLOOR PLAN

B01_E2.30 B01 THIRD FLOOR SECURITY FLOOR PLAN

B01_E2.40 B01 FOURTH FLOOR SECURITY FLOOR PLAN

B01_E2.50 B01 FIFTH FLOOR SECURITY FLOOR PLAN

B01_E3.10 SECURITY ROOM - ELECTRICAL DEMOLITION PLANS

B01_E3.11 ELECTRICAL PLANS

B01_E3.12 ONE-LINE DIAGRAM

BUILDING 2

B02_E2.10 BLDG 2 FIRST FLOOR SECURITY FLOOR PLAN

B02_E2.20 BLDG 2 SECOND FLOOR SECURITY FLOOR PLAN

B02_E2.30 BLDG 2 THRID FLOOR SECURITY FLOOR PLAN

BUILDING 3

B03_E2.00 BLDG 3 SECURITY FLOOR PLANS

BUILDING 4 & 5

B04-B05_E2.00 BLDG 4 & 5 SECURITY FLOOR PLANS

BUILDING 7

B07_E2.00 BLDG 7 SECURITY FLOOR PLANS

BUILDING 9 & 10

B09/B10_E2.00 BLDG 9 & 10 SECURITY FLOOR PLANS

BUILDING 11

B11_E2.00 BLDG 11 SECURITY FLOOR PLAN

BUILDING 13

B13_E2.00 BLDG 13 SECURITY FLOOR PLANS

BUILDING 16

B16_E2.10 BLDG 16 SECURITY FLOOR PLANS

BUILDING 17

B17_E2.00 BLDG 17 SECURITY FLOOR PLAN

BUILDING 57 & 58

B57/88_E2.00 BLDG 57 & 58 SECURITY FLOOR PLANS

BUILDING 60, 61, 62, & 64

B60_B64_E2.00 BLDG 60, 61, 62 & 64 SECURITY FLOOR PLANS

BUILDING 65

B65_E2.00 BLDG 65 SECURITY FLOOR PLAN

BUILDING 71

B71_E2.00 BLDG 71 BASEMENT SECURITY FLOOR PLAN

B71_E2.10 BLDG 71 FIRST FLOOR SECURITY FLOOR PLAN

BUILDING 72 & 76

B72/76_E2.00 BLDG 72 & 76 SECURITY FLOOR PLANS

BUILDING 81

B81_E2.00 BLDG 81 SECURITY FLOOR PLAN

BUILDING 82 & 84

B82/84_E2.00 BLDG 82 & 84 SECURITY FLOOR PLANS

BUILDING 85

B85_E2.00 BLDG 85 SECURITY FLOOR PLAN

BUILDING 87

B87_E2.00 BLDG 87 SECURITY FLOOR PLAN

ARCHITECT

KMB architects 906 Columbia St SW, Suite #400 Olympia, Washington 98501 360.352.8883 Craig McClelland, AIA, LEED AP craigmcclelland@kmb-architects.com Matthew Kaphan, PM matthewkaphan@kmb-architects.com

MECHANICAL

BCE Engineers 6021 12th Street, Suite 200 Fife, WA 98424 253.922.0446 Scott Zimbelman, PE scott.zimbelman@bceengineers.com

ELECTRICAL

BCE Engineers 6021 12th Street, Suite 200 Fife, WA 98424 253.922.0446 Chuck Heaton, PE chuck.heaton@bceengineers.com Henry Santos Henry.santos@bceengineers.com

ENVIRONMENTAL

CONSULTANT

PBS Engineering and Environmental 4412 SW Corbett Avenue Portland, OR 97239 503.248.1939 Derek May derek.may@pbsenv.com Rich Defresner rich.defresher@pbsenv.com

STRUCTURAL

AHBL

2215 N 30th Street, Suite 300 Tacoma, WA 98403 253.383.2442 Ken Leland, PE SE kleland@ahbl.com Andrea Sauter amsauter@ahbl.com

COST ESTIMATOR

ProDims 520 Kirkland Way, Suite 201 Kirkland, WA 98033 206.661.5630 Scott Battrick sbattrick@prodims.com

OWNER

Roseburg VA Medical Center 913 NW Garden Valley Blvd.

Roseburg, OR 97471 Kenneth Chapman, VA Contracting Officer Kenneth.Chapman3@va.gov 253.888.4901 VA Project Manager Kevin Prescott, Project Chief, Facility Maintenance Services Kevin.Prescott@va.gov Office: 541.440.1371 Cell: 541.315.5483

PROJECT INFORMATION

DESIGN TEAM

DRAWING INDEX DRAWING SYMBOLSCONSTRUCTION NOTES

UPGRADE CAMPUS SECURITY

ROSEBURG VA MEDICAL CENTER

913 NW GARDEN VALLEY BLVD., ROSEBURG, OR 97471

DRAWING ABBREVIATIONS

& AND

∠ ANGLE

@ AT

℄ CENTER LINE

Ø DIAMETER

' FOOT (FEET)

" INCH

d PENNY (NAILS)

# POUNDS

⅊ PLATE or PROPERTY LINE

AB ANCHOR BOLT

A/C AIR CONDITIONING

ACOUS ACOUSTIC(AL)

ACT ACOUSTICAL CEILING TILE

ACC ACCESSIBLE

ADD ADDITIONAL

ADJ ADJACENT / ADJUSTABLE

AFF ABOVE FINISH FLOOR

ALUM ALUMINUM

ALT ALTERNATE

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

BD BOARD

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BRG BEARING

BTM BOTTOM

BTWN BETWEEN

BUR BUILT-UP ROOF

CAB CABINET

CFCI CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

CJ CONSTRUCTION JOINT

CL OR ℄ CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CORR CORRIDOR

CTSK COUNTERSINK

CTR CENTER

DBL DOUBLE

DEPT DEPARTMENT

DF DOUGLAS FIR /

DRINKING FOUNTAIN

DIA OR Ø DIAMETER

DIAG DIAGONAL

DN DOWN

DO DITTO (REPEAT)

DR DOOR

DHM DETENTION HOLLOW METAL

DWG DRAWING

(E) EXISTING

EA EACH

EF EXHAUST FAN

EIFS EXTERIOR INSULATION

AND FINISHING SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATION

EN EDGE NAIL

ENG ENGINEER

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EXP EXPANSION

EXIST, EXG EXISTING

EXT EXTERIOR

FA FIRE ALARM

FAB FABRICATE(ION)

FIN FINISH

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FHWS FLAT HEAD WOOD SCREW

FLG FLASHING

FLR FLOOR

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

FP FIREPROOF

FR FIRE RESISTANT

FRMG FRAMING

FRT FIRE-RETARDANT-TREATED

FS FAR SIDE

FT FOOT(FEET)

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GLB GLUE LAMINATED BEAM

GWB GYPSUM WALLBOARD

HB HOSE BIBB

HC HOLLOW CORE / HANDICAP

HD HOLD DOWN

HDW HARDWARE

HDR HEADER

HGR HANGER

HIGB HIGH-IMPACT GYPSUM BOARD

HORIZ OR H HORIZONTAL

HM HOLLOW METAL

HR HOUR

HTG HEATING

HTR HEATER

HWH HOT WATER HEATER

HT HEIGHT

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCH

INSUL INSULATION

INT INTERIOR

INT INTERIOR

JAN JANITOR

JST JOIST

JT JOINT

KIT KITCHEN

LAT LATERAL

LB POUNDS

LF LINEAL FEET

L LENGTH / LONG

LOC LOCATION

LT LIGHT

M.C. METAL CHANNEL

MR MOISTURE RESISTANT

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MR MOISTURE RESISTANT

MTD MOUNTED

MTL METAL

(N) NEW

NIC NOT IN CONTRACT

NO NUMBER

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OFCI OWNER FURNISHED/

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED/ OWNER

INSTALLED

OH OVERHANG OR OVERHEAD

OPNG OPENING

OPP OPPOSITE

ORNT ORIENTATE(ION)

PAR PARALLEL

P/C PRECAST CONCRETE

PERP PERPENDICULAR

PLAM PLASTIC LAMINATE

PL PLATE OR PROPERTY LINE

PSF POUNDS PER SQUARE FOOT

PWD PLYWOOD

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

QTY QUANTITY

RAD OR R RADIUS

REF REFERENCE

REFL REFLECTED

REFR. REFRIGERATOR

REINF REINFORCED

REQ'D REQUIRED

RHWS ROUND HEAD WOOD SCREW

RM ROOM

RO ROUGH OPENING

SC SOLID CORE

SCH SCHEDULE

SF SQUARE FOOT (FEET)

SHT SHEET

SHTG SHEATHING

SIM SIMILAR

SP SPACE(ING)

SPS SPACES

SPEC SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

SSK SERVICE SINK

STD STANDARD

STGR STAGGER

STL STEEL

STR STRUCTURAL

SUSP SUSPENDED(TION)

SV SHEET VINYL

SYM SYMMETRICAL

T TOP

T & B TOP AND BOTTOM

T & G TONGUE AND GROOVE

TB TACK BOARD

THK THICK

TN TOE NAIL

TOC TOP OF CONCRETE

TOP TOP OF PAVING

TOM TOP OF MASONRY

TOJ TOP OF JOIST

TOS TOP OF SHEATHING

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TSCD TOILET SEAT COVER

DISPENSER

TS TUBE STEEL

TYP TYPICAL

UBC UNIFORM BUILDING CODE

UON UNLESS OTHERWISE NOTED

VCT VINYL COMPOSITION TILE

VERT OR V VERTICAL

VIF VERIFY IN FIELD

W WIDE (WIDTH)

W/ WITH

W/O WITHOUT

WB WHITE BOARD

WC WATER CLOSET

WD WOOD

WIN WINDOW

WP WATER PROOF / WORK POINT

WWF WELDED WIRE FABRIC

YD YARD

GI001

XXX

XXXX

xx xx xx xx

A7.1

SHEET NUMBER WHERE

ELEVATION APPEARS

CEILING DESIGNATION

CEILING HEIGHT

WINDOW TYPE

WINDOW NUMBER

DOOR NUMBER FOR DOOR SCHEDULE

ROOM NUMBER FOR FINISH SCHEDULE

DIRECTION IN ROOM

ELEVATION NUMBER DESIGNATION

SHEET NUMBER WHERE SECTION APPEARS

BUILDING SECTION DESIGNATION

SHEET NUMBER WHERE SECTION APPEARS

WALL SECTION DESIGNATION

SHEET NUMBER WHERE DETAIL APPEARS

DETAIL NUMBER

BUILDING CODE SUMMARY

AUTHORITY HAVING JURISDICTION: DEPARTMENT OF VETERANS AFFAIRS

PROJECT DESCRIPTION

UPGRADE OF SECURITY THROUGHOUT THE VA ROSEBURG CAMPUS. WORK

INCLUDES ALTERATIONS OF 408 GROSS SQUARE FEET FIRST FLOOR OF

BUILDING 1. OTHER WORK INCLUDES A REPLACEMENT OF DOORS AND

FRAMES, DOOR HARDWARE, AND EXPANSION OF THE EXISTING SECURITY

CAMERA SYSTEM AND ELECTRONIC DOOR CONTROL SYSTEM.

THE EXISTING FACILITY IS EQUIPPED THROUGHOUT WITH AN APPROVED

AUTOMATIC SPRINKLER SYSTEM AND FIRE ALARM AND DETECTION SYSTEM.

THESE SYSTEMS WILL BE ALTERED AS REQUIRED AND MAINTAINED.

APPLICABLE 'MODEL' BUILDING CODES:

2015 NFPA 1: FIRE CODE

2013 NFPA 13: STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

2013 NFPA 72: NATIONAL FIRE ALARM AND SIGNALING CODE

2015 NFPA 101: LIFE SAFETY CODE

2014 NFPA 70: NATIONAL ELECTRICAL CODE

2015 INTERNATIONAL BUILDING CODE

2009 ICC / ANSI A117.1

2015 INTERNATIONAL MECHANICAL CODE

2015 INTERNATIONAL FIRE CODE

2015 INTERNATIOANL PLUMBING CODE

REFERENCED STANDARDS

VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL

CAD STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE

TECHNICAL INFORMATION LIBRARY (TIL) HTTP://WWW.CFM.VA.GOV/TIL/).

OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

VA SEISMIC DESIGN REQUIREMENTS, H-18-8

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS)

INCLUDING VA SUPPLEMENT, BARRIER FREE DESIGN GUIDE (PG-18-13)

BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN

CONCRETE INSTITUTE AND COMMENTARY (ACI 318)

ENERGY POLICY ACT OF 2005 (EPACT)

DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW

FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH-RISE RESIDENTIAL

BUILDINGS AND NEW LOW-RISE RESIDENTIAL BUILDINGS, 10 CFR PARTS 433,

434 AND 435.

FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS:

MEMORANDUM OF UNDERSTANDING (MOU)

EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL ENVIRONMENTAL,

ENERGY, AND TRANSPORTATION MANAGEMENT.

THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. VA MASTER

CONSTRUCTION SPECIFICATION.

VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY - ASHRAE STANDARD

62.1- 2004.

SAFETY STANDARD FOR REFRIGERATION SYSTEMS - ASHRAE STANDARD 15 -

2007.

NOTES:

1. NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION

FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF

CONSIDERATIONS, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL

STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND

VENTILATION, AND ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE

REQUIREMENTS OF NFPA 101 AND DOCUMENTS REFERENCED BY NFPA 101

IN ORDER TO COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE

JOINT COMMISSION. THEREFORE, DESIGNS SHALL COMPLY WITH THE

REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 AND DOCUMENTS

REFERENCED THEREIN.

DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS

REFERENCED THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE

LATEST EDITION OF THE IBC OR AS OTHERWISE ADDRESSED ABOVE IN THIS

PROGRAM GUIDE. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH

THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101,

THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY

NFPA 101 SHALL BE USED EXCLUSIVELY (THIS APPLIES EVEN IF THE IBC

REQUIREMENTS ARE DIFFERENT).

2. CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND STANDARDS

AND VA REQUIREMENTS - SHOULD A CONFLICT EXIST BETWEEN VA

REQUIREMENTS AND VA ADOPTED NATIONALLY RECOGNIZED CODES AND

STANDARDS, THE CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF VA.

THE RESOLUTION OF THE CONFLICT SHALL BE MADE BY THE AUTHORITY

HAVING JURISDICTION FOR VA TO ENSURE A CONSISTENCY SYSTEM WIDE.

BUILDING CODE NOTES

Cover Sheet

NORTH

SCALE:

ROSEBURG VA MEDICAL CENTER CAMPUS SITE MAP

N T S

NORTH

SCALE:

VICINITY MAP

N T S

Roseburg VA Medical Center

GENERAL CONDITIONS:

1. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING THE SITE

CONDITIONS AND THE PLANS AND TO NOTIFY THE CONTRACTING

OFFICERS REPRESENTATIVE (COR) AND ARCHITECT OF ANY ERRORS

OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION.

2. DO NOT SCALE DRAWING. CONTACT ARCHITECT FOR CLARIFICATION IF

NECESSARY.

3. VA SHALL OBTAIN ALL PERMITS REQUIRED BY LOCAL, STATE AND

FEDERAL GOVERNING AUTHORITIES.

4. ALL WORK SHALL MEET THE STANDARDS AND SPECIFICATIONS OF THE

LOCAL, STATE AND FEDERAL GOVERNING AUTHORITIES. REFERENCE

CODES, STANDARDS AND AMENDMENTS SHALL BE THE EDITION MOST

RECENTLY ADOPTED OR IN USE IN THE JURISDICTION.

5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL

COORDINATE INSTALLATION OF ALL MATERIAL AND/OR EQUIPMENT

WHOSE DIMENSIONS ARE FIXED. IN THE EVENT THAT EXISTING

CONDITIONS ARE FOUND TO VARY FROM DRAWINGS, NOTIFY

ARCHITECT IMMEDIATELY FOR CLARIFICATION.

6. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES

REQUIRED TO PERFORM THE WORK. WHERE INSTALLATION AND/OR

CONNECTION OF EQUIPMENT IS NOT SPECIFIED AND WHERE SUCH

CONNECTION AND/OR INSTALLATION IS REQUIRED FOR A COMPLETE

AND OPERABLE FACILITY, THE CONTRACTOR SHALL BE HELD

RESPONSIBLE FOR SUCH INSTALLATION AND/OR CONNECTION.

7. ALL WORK REQUIRED BY THESE CONTRACT DOCUMENTS SHALL BE

FURNISHED AND INSTALLED COMPLETE AND IN OPERATING CONDITION.

CONTRACTOR SHALL FURNISH AND INSTALL ANY ITEMS THAT MAY NOT

BE COVERED IN THE PLANS, BUT ARE NECESSARY TO PROVIDE A

COMPLETE AND WORKABLE PROJECT.

8. REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS SHALL BE

COMPLETELY PROVIDED AS IF DRAWN IN FULL. IF CERTAIN FEATURES

ARE NOT FULLY SHOWN OR CALLED FOR ON THE DRAWINGS THEIR

CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR

CONDITIONS THAT ARE SHOWN OR CALLED FOR.

9. CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORING,

ENVIRONMENTAL PROTECTIONS AND COMPLETION OF THE WORK.

10. IF HAZARDOUS MATERIALS ARE FOUND TO EXIST ON THIS PROJECT,

THE CONTRACTOR SHALL CEASE ALL WORK AND IMMEDIATELY NOTIFY

THE CONTRACTING OFFICERS REPRESENTATIVE (COR) AND ARCHITECT

IN WRITING OF THE CIRCUMSTANCES.

11. DIMENSIONS ARE TO THE FACE OF STUD AT WALLS, FACE OF

CONCRETE AT FOUNDATION WALLS, TO THE CENTER OF COLUMNS AND

OPENINGS AND TO THE TOP OF SLAB OR PLYWOOD SUB-FLOOR

UNLESS OTHERWISE NOTED. DIMENSIONS FOR DOOR AND WINDOW

SIZES ARE APPROXIMATE, CONTRACTOR TO VERIFY ALL SUCH

DIMENSIONS AND ROUGH OPENINGS WITH MANUFACTURERS.

12. CONTRACTOR TO VERIFY ALL ELEVATIONS PRIOR TO STARTING WORK

AND VERIFY SIZE, LOCATION AND MATERIAL REQUIRED. NOTIFY

ARCHITECT OF ANY VARIATIONS FROM DRAWINGS.

13. CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT

OF UTILITIES OR OTHER PROPERTY DAMAGE BY OPERATIONS IN

CONJUNCTION WITH THE EXECUTION OF THIS WORK.

14. NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OR SAMPLE

SUBMISSION SHALL BE COMMENCED UNTIL THE SUBMISSION HAS BEEN

APPROVED BY THE OWNER'S REPRESENTATIVE. ALL SUCH PORTIONS

OF THE WORK SHALL BE IN ACCORDANCE WITH APPROVED SHOP

DRAWINGS AND SAMPLE.

15. PROJECT MODIFICATIONS: THE ARCHITECT IS NOT RESPONSIBLE FOR

ANY CONSEQUENCES ARISING DIRECTLY OR INDIRECTLY FROM THE

ACTIONS OF OTHERS IN CONNECTION WITH THE PROJECT, INCLUDING

BUT NOT LIMITED TO CHANGES MADE IN PLANS, DETAILS, MATERIALS

OR CONSTRUCTION TECHNIQUES MADE BY THE OWNER, THE

CONTRACTOR OR ANY OTHER PARTY NOT WORKING DIRECTLY FOR

THE ARCHITECT.

16. THE OWNER INTENDS TO OCCUPY THE ENTIRE CONSTRUCTION SITE

WITH THE EXCEPTION OF THE NEW SECURITY STATION C103 FOR THE

ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL CAREFULLY

PRE-PLAN THE WORK SEQUENCES IMPACTING THE OWNERS

OPERATIONS AND PROVIDE NECESSARY MEASURES TO MITIGATE THE

IMPACTS AND ASSIST THE OWNER IN MAINTAINING A SAFE AND SECURE

SITE. ALL CONTRACTOR SCHEDULES SHALL BE REVIEWED AND

APPROVED BY THE OWNER. CONTRACTOR TO SCHEDULE WORK TO

ACCOMMODATE OWNER'S OCCUPANCY.

17. SEE ELECTRICAL SHEETS FOR DOOR DESIGNATIONS AND LOCATIONS.

SECURITY CONTROL CENTER

CAST IRON C_LAVATORY HUDSONK-2861

FIBER ROOM

C104A

SECURITY

CONTROL

CENTER

C103

SCR

NEW

ACCESSIBLE

RESTROOM

C103B

STORAGE

C104

MAN TRAP

E107A

CORRIDOR

E107

TELECOM MDF SWITCH ROOM

C103C

C1

B

C103A

E107C

E1

-B

CR

CR

C R

C R

C R

C R

ENTRY

C103A

CR

3/4" x 4" WOOD CAP CENTERED ON

WALL

+4'-6" AFF

CAP

BASE

GWB METAL EDGE BEAD SET 1/8"

ABOVE WALL TRACK OF STUD WALL

EACH SIDE

2-1/2" 20 GA. METAL STUD WITH 16"

OC AND 5/8" GWB FINISH EACH SIDE

0.145 POWER ACTIVATED FASTENER

@ 16" OC (1" MIN EMBED)

BASE AS SCHEDULED

FINISH FLOOR

WALL FINISH

(2) 3/4" PLYWOOD W/ PLAM FINISH

ON THREE SIDES

1 1/4"x1 1/4"x1/16" BY 10" STEEL PAINTED ANGLE W/ (3) #8x1"

SCREWS EACH BEARING

1 1/2"

3"

MICROWAVE LOCATION

ON TOP OF COUNTERTOP

UNDERCOUNTER

REFRIGERATOR

LOCATION

AE201

A

D

C

B

A

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FIBER ROOM

C104A

TELECOM

MDF SWITCH

ROOM

C103C

TLT. ROOM

C103B

CORRIDOR

E107

STORAGE

C104

OFFICE

C103A

SWITCH

BOARD

COMM.

C103

A

A

LEGEND

GROUT ANY ABANDONED

FLOOR PENETRATIONS.

NORTH

BUILDING 001 - LEVEL 1 KEY PLAN

AREA OF WORK

SPLICE ALL BALLISTIC

PANELS PER DETAIL

TYPICAL

NORTH

SCALE:

PARTIAL FLOOR PLAN3 1/2" = 1'-0"

NORTH

SCALE:

DEMOLITION PLAN2 1/4" = 1'-0"

NOT TO SCALE

AE201

A

D

C

B

AE201

A

D

C

B

AE201

7'-1"

6'- 8"

1'-6" MIN

UPPER AND BASE

CASEWORK, SEE INTERIOR

ELEVATIONS

WHEELCHAIR ACCESSIBLE

SS KITCHEN SINK

SEE PLUMBING DRAWINGS

PROVIDE BLOCKING IN WALL AS

REQUIRED FOR WALL MOUNTED

MONITOR

LEVEL III BULLET RESISTANT

FRAME AND GLAZING, TYPICAL

@ 4 LOCATIONS. SEE

NEW 20" WIDE WHEELCHAIR

ACCESSIBLE LAVATORY

SEE PLUMBING DRAWINGS

15" MIN

CL

BASE CABINET UNDER

COUNTERTOP

2'-4"

CTR TOP

PLASTIC LAMINATE

COUNTERTOP

7'- 0"

11/29/2017

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

P

P r o j e c t s U

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R o s e b u r g

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Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

BM BBRevisions: Date:

906 Columbia Street SW, Suite 400 Olympia, Washington 98501 360.352.8883 Matthew Kaphan, Project Manager

653-16-100

Roseburg VA Medical Center, OR

UPGRADE CAMPUS

SECURITY

CONSTRUCTION

DOCUMENTS 100%KMB Project No. S1575

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OLYMPIA, WASHINGTON

6574 AE101

PARTIAL FLOOR PLAN

AE501

NEW BALLISTIC WALL PANELS INSTALLED

TO 9'-0" OVER EXISTING WALL FRAMING

PER WALL TYPE DETAIL

11'-8"

INFILL DOOR OPENING

PER SIM

PROVIDE NEW FULL

DEPTH AND HEIGHT

TALL CABINET. SEE

INTERIOR ELEVATIONS

1B

PROVIDE BLOCKING IN WALL AS

REQUIRED FOR WALL MOUNTED

MONITOR

VIDEO SERVER EQUIPMENT

INSTALLED IN WALL-MOUNTED

RACK UNDER COUNTER

VIDEO SERVER EQUIPMENT

INSTALLED IN WALL-MOUNTED

RACK UNDER COUNTER

2" Ø DESK GROMMETS

(3) PER WORKSTATION

1'- 6"

M

IN

2'- 0"

VE

RI

FY

AE201

2 1

EXISTING EXTERIOR WINDOWS,

TO REMAIN, TYP.

6'-6"

1B 1

AE501

SIM

AE501

18'-9"

2'-7" ±

AE501

1B

2'- 0"

OVERHEAD WALL

MOUNTED CABINET

3'-0" TYP

PARTITION

AE201

PLAM COUNTERTOP

1B

NORTH

SCALE:

EXISTING FLOOR PLAN1 1/4" = 1'-0"

FIBER ROOM

C104A

TELECOM

MDF SWITCH

ROOM

C103C

TLT. ROOM

C103B

CORRIDOR

E107

STORAGE

C104

SWITCH

BOARD

COMM.

C103

2" Ø DESK GROMMETS

(3) PER WORKSTATION

4'-6" HIGH PARTITION

'-4

CAMERA

SCC BULLET RESISTANCE ENCLOSURE PERIMETER

SCC BULLET RESISTANCE ENCLOSURE PERIMETER

NEW METAL STUD WALL

NEW INFILL STUD WALL

CALL BUTTON

DOOR POSITION SENSOR

CARD READER

2'-6 " T

YP

BASE CABINET UNDER

COUNTERTOP

PLASTIC LAMINATE

COUNTERTOP

OVERHEAD WALL

MOUNTED CABINET

SCALE:

4'-6'' HIGH PARTITION5 3" = 1'-0"

AE101

AE101

12" PLAM PANEL

SUPPORT 3" OFF WALL

3" C

LR

3" CLR

PROVIDE NEW TOILET ROOM ACCESSORIES

IN RESTROOM AS SHOWN ON INTERIOR

ELEVATIONS AND AS SPECIFIED

NEW ADA WATER CLOSET SEE PLUMBING

DRAWINGS

FIRE EXTINGUISHER

CABINET & RELOCATED

FIRE EXTININGUISHER

SCALE:

COUNTERTOP PANEL SUPPORT4 3" = 1'-0"

AE101

EXISTING BUILDING WALL

GENERAL NOTES:

1. FOR WALL TYPES, SEE DETAIL 1/AE501

2. FOR CABINET DETAIL, SEE INTERIOR ELEVATIONS ON SHEET AE201

3. ALL DOOR ARE SET "3" FROM FACE OF STUD OF ADJACENT WALL UON

4. ALL NEW OR DISTURBED PAINT SURFACES ARE TO BE PAINTED

5. DIMENSIONS ARE TYPICALLY TO FACE OF STUD WALLS UNLESS OTHERWISE

NOTED

DEMO NOTES:

REMOVE ANY AND ALL EXISTING COMMUNICATION ELECTRICAL ETC. EQUIPMENT ON

THIS SIDE OF WALL. SEE ELECTRICAL AND / OR MECHANICAL DRAWINGS FOR

DISPOSITION.

REMOVE AND DISPOSE OF GWB FINISH TO A HEIGHT OF 9'-0" THIS WALL.

REMOVE AND DISPOSE OF PARTITION WALL AND ALL ASSOCIATED ELECTRICAL AND

MECHANICAL. SEE MECHANICAL / ELECTRICAL DRAWINGS.

REMOVE AND DISPOSE OF EXISTING DOOR, FRAME AND ASSOCIATED HARDWARE.

REMOVE AND DISPOSE OF EXISTING VANITY AND WATER CLOSET.

SEE MECHANICAL FOR UTILITY DISPOSITION.

DISMOUNT HOT WATER SUPPLY AND RETURN PIPES FROM WALL SURFACES TO

ALLOW REWORK OF NEW WALL FINISH.

REMOVE AND DISPOSE OF ALL TOILET ROOM ACCESSORIES.

REMOVE WALL MOUNTED EXTINGUISHER. STORE FOR REINSTALLATION

REMOVE AND DISPOSE OF EXISTING CASEWORK.

FLOORING TO BE REMOVED IN SHADED AREA.

TEMPORARY CONSTRUCTION BARRIER WITH GWB OR PLYWOOD ON ONE SIDE TO

8'-0" AND AN INTERCHANGEABLE SMALL FORMAT LOCKING CORE SUPPLIED BY VA

AE201

E

TEMPORARY CONSTRUCTION BARRIER WITH GWB

BOTH SIDES AND AN INTERCHANGEABLE SMALL

FORMAT LOCKING CORE

AE501

AE501

AE501

FIBER ROOM

C104A

NEW SECURITY

STATION

C103

SCR

NEW ACCESSIBLE

RESTROOM

C103B

STORAGE

C104

MAN TRAP

C103A

CORRIDOR

E107

TELECOM MDF SWITCH ROOM

C103C

(E) WALL 1'-6" 8"

+9-0"

+10'-0"

4"

+10'-3"

+9'-3"

20 GA 4" STUD BRACE

@ 6'-0" OC MAX

SUSPENDED CEILING

GWB FINISH, TYPICAL @ SOFFIT

20 GA TRACK W/ 0.145" DIA PDF

OR CONCRETE SCREWS @ 8" OC

W/ 1" MIN EMBED

CONCRETE FLOOR / CEILING.

#8 SCREW EACH SIDE

TRACK TO STUD, TYP

20 GA 4" STUDS @

16" OC TYP

20 GA TRACK W/ 0.145" DIA

PDF OR CONCRETE

SCREWS @ 16" OC

(2) #8 SCREWS FROM

TRACK TO EACH STUD

20 GA TRACK W/ #8 SCREW EACH

SIDE TRACK TO STUD, TYP

(2) #8 SCREWS

20 GA L2x2 W/0.145" DIA PDF OR

CONCRETE SCREWS TO SLAB ABOVE

AND (2) #8 SCREWS TO STUD BRACE

FIBER

ROOM

C104A

TELECOM

MDF SWITCH

ROOM

C103C

TLT. ROOM

C103B

CORRIDOR

E107

STORAGE

C104

OFFICE

C103A

SWITCH

BOARD

COMM.

C103

1B

9'-0"

9'-3"

ALL PIPING, FIRE RISERS, AND

HVAC IN THIS ROOM TO REMAIN

UON, SEE MECHANICAL DRAWINGS

FOR FURTHER DEMO NOTES

DEMOLISH SUSPENDED

CEILING AND CEILING

FIXTURES THIS ENTIRE AREA,

SEE MECHANICAL AND

ELECTRICAL DRAWINGS FOR

FURTHER DEMO NOTES

9'-0"

8'-0"

NORTH

BUILDING 001 - LEVEL 1 KEY PLAN

DEMOLISH TOILET ROOM

CEILING AND WALLS AS SHOWN

NORTH

SCALE:

PARTIAL REFLECTED CEILING PLAN1 1/2" = 1'-0"

DEMOLISH WALLBOARD

TO +9'-0" THIS SIDE OF

WALL ONLY, EXISTING

WALL FRAMING TO REMAIN

DEMOLISH SUSPENDED

CEILING AND CEILING

FIXTURES AS NECESSARY FOR

NEW MAN TRAP

1'- 6"

8"

1'-6"

4'-10" VERIFY 4'-10" VERIFY

8" 8"8" 8"

8"

8" 8"

7'- 0"

V

ER

IF

Y

8'- 6"

V

ER

IF

Y

NORTH

SCALE:

REFLECTED CEILING DEMOLITION PLAN2 1/4" = 1'-0"

11/29/2017

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

P

P r o j e c t s U

S

D

V A

S

V

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R o s e b u r g

C a m p u s

S e c u r i t y

D r a w i n g s

C u r r e n t R o s e b u r g V

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Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

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E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

BM BBRevisions: Date:

906 Columbia Street SW, Suite 400 Olympia, Washington 98501 360.352.8883 Matthew Kaphan, Project Manager

653-16-100

Roseburg VA Medical Center, OR

UPGRADE CAMPUS

SECURITY

CONSTRUCTION

DOCUMENTS 100%KMB Project No. S1575

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OLYMPIA, WASHINGTON

6574 AE102

PARTIAL REFLECTED CEILING PLAN

AREA OF WORK

NOT TO SCALE

1B

AE501

10'-3"

10'-3"

10'-3" 02

10'-3"

LEGEND

SCC BULLET RESISTANCE ENCLOSURE PERIMETER

SCC BULLET RESISTANCE PANELS

NEW METAL STUD WALL

NEW INFILL STUD WALL

XX

X'-X"

CEILING TYPES:

01 - NEW SUSPENDED ACOUSTICAL CEILING SYSTEM, 2'-0" x 2'-0" PANELS. SEE &

02 - GYPSUM WALL BOARD ON LIGHT GAUGE METAL CEILING FRAMING.

03- EXISTING SUSPENDED ACOUSTICAL CEILING SYSTEM, 2'-0" x 2'-0" PANELS.

TYPE

HEIGHT

NEW LIGHT FIXTURE

SEE ELECTRICAL DRAWINGS

NEW HVAC RETURN GRILLE

SEE MECHANICAL DRAWINGS

AE501

AE501

PATCH EXISTING CEILING

ONTO NEW WALL

BELOW

+9'-0"

EXISTING PIPING AT CEILING AND

HIGH ON WALL. NOT TO BE

DISTURBED UON

AE501

AE501&

EXISTING

WINDOW

EXISTING

WINDOW

EX

IS

TI

NG

W

IN

DO

W

EX

IS

TI

NG

W

IN

DO

W

FULL

HEIGHT

TALL CABINET

TRIMED TO CEILING

START CEILING TILE ON

THESE LINES

BELOW

+9'-0"

9'-0"

STEEL FRAMED GWB

SOFFIT, TYPICAL

DEMO NOTES:

1. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL AND

QUALIFYING NOTES.

FULL

HEIGHT

SCALE:

SOFFIT FRAMING @ WINDOW3 3/4" = 1'-0"

AE102

AE102

NEW HVAC SUPPLY GRILLE

SEE MECHANICAL DRAWINGS

EXISTING BUILDING WALL

AE102

2'-8"

11'-4" ±

NEW TOILET ROOM WALL

2'-8"

10'-3" ±

7'-7"

5'- 0"

3'- 4"

3'- 0"

3'-0"

3" CLR

4'-0"

NEW TOILET ROOM WALL

1'-0"

3" CLR

NEW LEVEL III BULLET RESISTANT WINDOWS,

VERIFY DIMENSIONS IN FIELD

EXISTING DOUBLE-HUNG HISTORICAL

WINDOWS TO REMAIN OUTSIDE OF NEW

BULLET RESISTANT WINDOWS

PLAM COUNTERTOPS W/ 12" SUPPORT PLAM

PANELS AS SHOWN @ BACK OF KNEE SPACE

24" DEEP DRAWER BASE

STORAGE CABINETS

14" DEEP WALL HUNG DOOR STORAGE

UNIT W/ ADJUSTABLE SHELF

HOLLOW METAL DOOR & FRAME

SEE DOOR SCHEDULE

PAPER TOWEL DISPENSER, OFCI

PROVIDE BACKING

SOAP DISPENSER, OFCI

PROVIDE BACKING

2'- 6"

NEW LEVEL III BULLET RESISTANT HOLLOW

METAL FRAME AND DOOR IN NEW WALL W/

LEVEL III BULLET RESISTANT PANELS

NEW LEVEL III BULLET RESISTANT OPERABLE

WINDOWS - SEE WINDOW ELEVATION

4'-6" HIGH PARTITION

AE101

VIDEO SERVER EQUIPMENT

INSTALLED IN WALL MOUNTED

RACK UNDER COUNTER.

MOUNT ABOVE 4" BASE

14" DEEP WALL HUNG DOOR STORAGE

UNIT W/ ADJUSTABLE SHELF

RELOCATED GAS ALARM PANEL

PLAM COUNTERTOPS W/

12" SUPPORT PLAM

PANELS AS SHOWN @

BACK OF KNEE SPACE

24" DEEP DRAWER BASE STORAGE

CABINETS

2'- 6"

3'- 0"

4'- 6"5'-

0"

NEW BALLISTIC WINDOW

ASSEMBLY @ EACH EXISTING WINDOW

2'- 6"4'-

0"

1'-2"

NEW FIRE EXTINGUISHER CABINET

AE501

TSCD

TP

D

SD

PTD8'-

0"

NEW TOILET ROOM WALL

1'-3"

FULL HEIGHT TALL STORAGE UNIT

FIELD VERIFY DIMENSIONS

NEW BASE PER FINISH SCHEDULE

CLC

14" DEEP WALL HUNG DOOR STORAGE

UNIT W/ ADJUSTABLE SHELF

NEW GRAB BAR PER

NEW WATER CLOSET - SEE MECHANICAL

DRAWINGS

PROVIDE NEW TOILET PAPER DISPENSER,

MOUNT IN COMPLIANCE WITH ANSI A117.1 &

TYPICAL FOR ALL RESTROOM ACCESSORIES

(OFCI)

AE201

AE201

FULL HEIGHT TALL STORAGE UNIT

FIELD VERIFY DIMENSIONS

NEW BASE PER FINISH SCHEDULE

24" x 30" MIRROR

NEW LIGHT FIXTURE - SEE ELECTRICAL

DRAWINGS

NEW WALL MOUNTED LAVATORY

SEE MECHANICAL DRAWINGS

NEW HM DOOR AND FRAME, SEE DOOR

SCHEDULE

PROVIDE NEW PAPAER TOWEL DISPENSER (PTD)

AND TOILET SEAT COVER DISPENSER (TSCD);

MOUNT IN COMPLIANCE WITH ANSI A117.1 &

TYPICAL FOR ALL RESTROOM ACCESSORIES

(OFCI)

NEW GRAB BARS AND ACCESSORIES

MOUNT PER

NEW WALL MOUNTED LAVATORY

SEE MECHANICAL DRAWINGS

AE201

AE201

NOTE: ALL TOILET ROOM AND ENTRY ACCESSORIES

ARE TO BE NEW AND MOUNTED PER 7

AE201

1'-6"

18"

MIN

3'- 4"

NEW TOILET ROOM WALL

2'-6"

+ 9'-0" - HEIGHT OF NEW

BALLISTIC WALL PANELS @

NEW BALLISTIC WALL PANELS OVER

EXISTING WALL FRAMING UP TO 9'-0"

SHOWN SHADED - SEE WALL TYPE 1B

NEW LEVEL III BULLET RESISTANT

HOLLOW METAL FRAME AND DOOR W/

HARDWARE PER HARDWARE SCHEDULE

EXISTING DOUBLE-HUNG HISTORICAL

WINDOWS TO REMAIN; NO BALLISTIC

WINDOW ASSEMBLY AT THIS WINDOW

NEW HM DOOR AND FRAME, SEE DOOR

SCHEDULE

NEW FULL HEIGHT WALL AT MAN TRAP

FINISH BOTH SIDES

PROVIDE NEW 4" RESILIENT WALL BASE

ENTIRE PERIMETER OF THIS ROOM

PROVIDE NEW 4" RESILIENT WALL BASE

ENTIRE PERIMETER OF THIS ROOM

1B

EXISTING WALL FINISH EXISTING WALL FINISH

+ 9'-0" - HEIGHT OF NEW

BALLISTIC WALL PANELS

SEE FOR PLAN FOR LIMITS

DISMOUNT EXISTING HOT WATER PIPE

MOUNTINGS TO ALLOW THE UPGRADE TO

EXISTING WALL

RELOCATE OR DEMO EXISTING EQUIPMENT

ON WALL - SEE MECHANICAL & ELECTRICAL

DRAWINGS

PROVIDE NEW 4" RESILIENT WALL BASE TO

MATCH EXISTING ADJACENT WALLS

NEW BALLISTIC WALL PANELS OVER

EXISTING WALL FRAMING UP TO 9'-0"

SHOWN SHADED - SEE WALL TYPE 1

EXISTING PIPES, HVAC EQUIPMENT AND

DUCTS ABOVE 9'-0" TO REMAIN UON

SEE MECHANICAL DRAWINGS FOR

FURTHER NOTES

NEW BALLISTIC WALL PANELS OVER

EXISTING WALL FRAMING UP TO 9'-0"

SHOWN SHADED - SEE WALL TYPE 1B

EXPANDED METAL MESH

CUT TIGHT AROUND BEAM

& WALL PENETRATIONS

+ 9'-0" - HEIGHT OF NEW

BALLISTIC WALL PANELS

SEE FOR PLAN FOR LIMITS

DISMOUNT EXISTING HOT WATER PIPE

MOUNTINGS TO ALLOW THE UPGRADE TO

EXISTING WALL

FULL HEIGHT OF NEW

BALLISTIC WALL PANELS

SEE FLOOR PLAN FOR LIMITS

INFILL DOOR OPENING

RELOCATE OR DEMO EXISTING EQUIPMENT

ON WALL - SEE MECHANICAL & ELECTRICAL

DRAWINGS

PROVIDE NEW 4" RESILIENT WALL BASE TO

MATCH EXISTING ADJACENT WALLS

NEW BALLISTIC WALL PANELS OVER

EXISTING WALL FRAMING UP TO 9'-0"

SHOWN SHADED - SEE WALL TYPE 1

EXISTING PIPES, HVAC EQUIPMENT AND

DUCTS ABOVE 9'-0" TO REMAIN UON

SEE MECHANICAL DRAWINGS FOR

FURTHER NOTES

NEW BALLISTIC WALL PANELS OVER

EXISTING WALL FRAMING UP TO 9'-0"

SHOWN SHADED - SEE WALL TYPE 1B

EXPANDED METAL MESH

CUT TIGHT AROUND BEAM

& WALL PENETRATIONS

2'-6"

CLR

1'-6" 2'-0" *

CLR

1'-6" MIN **

6'-0"

3'- 0"

* REFRIGERATOR SPACE, VARIFY

DIMENSIONS

** THIS DIMENSION MUST BE

MAINTAINED

14" DEEP WALL HUNG DOOR STORAGE

UNIT W/ ADJUSTABLE SHELF

PLAM COUNTERTOPS, TYP

4" & 6" PLAM BACKSPLASH

NEW LEVEL III BULLET RESISTANT HOLLOW

METAL FRAME AND DOOR W/ HARDWARE

PER HARDWARE SCHEDULE

UNDER COUNTER REFRIGERATOR

SPACE (VERIFY DIMENSION) W/ 24"

DEEP DRAWER STORAGE BASE

UNIT ADJACENT

AE501

MICROWAVE LOCATION

2'-

2'-

2" 3'-

0"

WATER HEATER IN CABINET

SEE MECHANICAL DRAWINGS

TOP OF COUNTERTOPTOP OF COUNTERTOP

1) SEE FLOOR PLANS FOR EXACT TOILET LAYOUTS.

DIMENSIONS SHOWN HERE ARE FOR REFERENCE ONLY.

2) DOOR HARDWARE SHALL BE LEVER STYLE OR

OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE

TIGHT GRASPING, PINCHING, OR TWISTING OF THE

WRIST. THE FORCE REQUIRED TO ACTIVATE

CONTROLLS SHALL BE NO GREATER THAN 5lb/ft.

3) GRAB BARS SHALL BE 1-1/2" DIAMETER AND 33" TO 36"

AFF. AND NOT ROTATE WITHIN THEIR FITTING, SHALL

SUPPORT A MIN. 300 LB. AT EACH MOUNTING DEVICE.

52" MIN

12" MAX

PLAN VIEW

SIDE VIEW FRONT VIEW

" M

IN

6"

M

AX

MI

N.

12"

MAX

42"

7-9"

"-1

9"

36"

"-3

6"

"-1

9"

18"

MAX

TOILET / GRAB BARS

39"-41"

"-4

1"

18" MIN

LENGTH

TPD

1-1/2"

MIN.

1) NO OBSTRUCTION IN FRONT OF SIGN.

2) LETTERS AND SYMBOLS SHALL HAVE

HIGH CONTRAST WITH BACKGROUND.

INTERIOR SIGNS SHALL BE EGGSHELL,

MATTE OR OTHER NON-GLARE FINISH.

3) ALL SIGNS DEPICTING THE

INTERNATIONAL SYMBOL OF ACCESS

SHALL BE WHITE ON BLUE BACKGROUND.

4) LETTERS AND NUMBERS ON SIGNS

SHALL HAVE A WIDTH -TO-HEIGHT RATIO

OF 3:5 AND A STROKE-WIDTH-TO-HEIGHT

RATIO BETWEEN 1:5 AND 1:10.

5) LETTERS AND NUMBERS ON SIGN

SHALL BE SIZED ACCORDING TO THE

VIEWING DISTANCE.

6) LETTERS AND NUMBERS SHALL BE

RAISED NOT LESS THAN 1/32", UPPER

CASE, SIMPLE TYPEFACE AND

ACCOMPANIED WITH GRADE 2 BRAILLE.

RAISED CHARACTERS SHALL NOT BE

LESS THAN 5/8" NOR MORE THAN 2" IN

HEIGHT.

7) CONSULT VA SIGN SHOP FOR EXACT

SPECIFICATION AND REQUIREMENTS.

SIGNAGE AT TOILET

6"

5'- 0"

FRONT VIEW

FF

1) LAV. HARDWARE SHALL BE LEVER STYLE OR OPERABLE WITH ONE

HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR

TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE

CONTROLS SHALL BE NO GREATER THAN 5 lb/ft

2) DISPENSERS SHALL BE NO HIGHER THAN 40" TO THE OPERATING

CONTROLS WITH A FRONT REACH, AND 54" WITH SIDE REACH.

3) EXPOSED HOT WATER SUPPLY AND WASTE LINE SHALL BE

INSULATED AT ACCESSIBLE LAV.

LAVATORY

" M

IN

SIDE VIEW

" M

AX

M

IR

RO

R

" M

IN

" M

AX

MIRROR

FF

PLAN VIEW

6" MAX

1"

L-METAL

+9'-0" xxxx

X X

X X

EXPANDED

METAL MESH

WALL MOUNTED MONITOR

PLAM COUNTERTOPS W/

12" SUPPORT PLAM

PANELS AS SHOWN @

BACK OF KNEE SPACE

2'-

6"VIDEO SERVER

EQUIPMENT INSTALLED

IN WALL MOUNTED RACK

UNDER COUNTER.

MOUNT ABOVE 4" BASE

43" CCTV

MONITOR

32" CCTV

MONITOR

32" CCTV

MONITOR

SCALE:

SECURITY STATION1 1/4" = 1'-0"

SCALE:

ACCESSIBLE RESTROOM3 1/4" = 1'-0"

SCALE:

MAN TRAP6 1/4" = 1'-0"

11/29/2017

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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P r o j e c t s U

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R o s e b u r g

C a m p u s

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321 4 5 6 7 8 9 10

Project Director

BM BBRevisions: Date:

906 Columbia Street SW, Suite 400 Olympia, Washington 98501 360.352.8883 Matthew Kaphan, Project Manager

653-16-100

Roseburg VA Medical Center, OR

UPGRADE CAMPUS

SECURITY

CONSTRUCTION

DOCUMENTS 100%KMB Project No. S1575

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CRAIG A. McCLELLAND

OLYMPIA, WASHINGTON

6574 AE201

INTERIOR ELEVATIONS

SCALE:

STORAGE5 1/4" = 1'-0"

A B C D

A B C D

DCBA

SCALE:

TELECOM MDF SWITCH ROOM4 1/4" = 1'-0"

SCALE:

ENTRY2 1/4" = 1'-0"

SCALE:

ADA MOUNTING HEIGHTS7 1/4" = 1'-0"

SCALE:

GWB @ BALLISTIC PANEL

4A 3" = 1'-0"

4A

AE201

E

4A

AE201

1 2EXISTING STUD WALL -

NON BEARING WALL - UPGRADE TO LEVEL

3 BULLET RESISTANCE SEE

FOR NEW AND EXISTING

TRACK ANCHORAGE

EXISTING GWB FINISH TO

REMAIN NEW 5/8" GWB

FINISH @ NEW INFILL)

NEW 5/8" GWB FINISH THIS

SIDE OF WALL

UL 752 LEVEL 3 BULLET

RESISTANCE PANEL TO

FULL HEIGHT WITH #8

SELF TAPPING BUGLE

HEAD SCREWS @ 12" O.C.

EACH STUD

EXISTING STUDS (MATCH

@ INFILL)

NEW FULL DEPTH

BATT INSULATION

NEW STUD WALL - FULL HEIGHT

NON BEARING SEE FOR

CONSTRUCTION

NEW 5/8" GWB FINISH

EACH SIDE OF WALL

FULL DEPTH

BATT INSULATION

400 162 - 54

METAL STUDS @

16" O.C., FULL

HEIGHT

1B EXISTING STUD WALL -

NON BEARING WALL - UPGRADE TO LEVEL

3 BULLET RESISTANCE TO 9'-0" AND

INSTALL EXPANDED METAL SCREEN

TO STRUCTURE

3 1/2" ±

EXISTING

VERIFY WALL ANCHORS @ TOP & BOTTOM

TRACKS TO STRUCTURE IS MIN. .145

POWDER ACTIVATED FASTENERS @ 12" OC

PROVIDE ADDITIONAL FASTENERS AS

NEEDED

EXISTING BRICK

EXISTING CONCRETE WALL

WOOD TRIM TO

MATCH EXISTING

GROUT SOLID

16 GAUGE HOLLOW

METAL FRAME

16 GAUGE HOLLOW

METAL DOOR

1/2"x 1/2" HOLLOW METAL

STOP AROUND PERIMETER

SECURED WITH FLAT

COUNTERSUNK MACHINE

SCREWS

SEALANT AT FRAME

PERIMETER BOTH SIDES

NEW GLAZING UNIT

EXTERIOR INTERIOR

1/4 " S

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M

2"

TR

AN

SO

M

GL

AZ

IN

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DO

OR

O

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8 3/4"

+7'-0"

WIRE MESH SCREEN

STOPPED IN HOLLOW

METAL FRAME @ DOORS

B101, B101B, AND B102

ONLY

3"

45°

EA WAY

45°

EA WAY

12 GA. (MIN) VERT. HANGER

WIRE @ 4'-0" O.C. BOTH

WAYS

COMPRESSION STRUT 12'-0"

O.C. POSITIVELY ATTACHED

TO GRID AND STRUCTURE

LATERAL FORCE BRACING - 4 EA.,

12 GA. WIRE SECURED TO MAIN

RUNNER WITHIN 2" OF CROSS TEE

INTERSECTION & SPLAYED 90°

FROM EA. OTHER @12'-0" O.C. IN

BOTH DIRECTIONS W/ FIRST POINT

WITHIN 4'-0" FROM EA. WALL.

MAIN RUNNER

CROSS TEE

NOTES:

1. INSTALL SYSTEM IN ACCORDANCE W/ THE LATEST

EDITION OF THE INTERNATIONAL BUILDING CODE.

2. SUPPLY COMPRESSION STRUTS AT GRID

INTERSECTION ADJACENT TO LATERAL BRACING

POINTS.

3. SUPPLY ADDITIONAL 12 GA WIRES FOR LIGHT

FIXTURES AND MECHANICAL SERVICES INDEPENDENT

OF GRID SUSPENSION SYSTEM.

4. ACOUSTICAL MATERIALS SHALL COMPLY W/ INTERIOR

FINISH REQUIREMENTS OF THE LATEST EDITION OF

THE INTERNATIONAL BUILDING CODE.

ATTACHED GRID

3 1/2"

1 1 /2"

MA

X

MIN. 12 GA VERT PERIMETER

HANGING WIRE, TYP.

MIN. 3 TURNS, TYP.

MAIN RUNNER OR CROSS TEE

SUSPENDED ACOUSTIC PANEL

ATTACH GRID MEMBERS TO PERIMETER WALL

EDGE AT ANGLE AND TWO ADJ WALLS ONLY

2"x 1" WALL ANGLE

GLAZING PER SPEC

1/4" WEDGE GASKET

1/2" ALL THREAD

3 5/8"x 5/16" STEEL PLATE

ALUMINUM EXTRUSION

BGD155

BACKER ROD AND SEALANT

EXISTING SILL AND

TRIM TO REMAIN

5" #14 W/ PLASTIC SHIELD 12" O.C.

1 1/2"x 1 1/2"x 1/8" STEEL ANGLE

2" #12 CONCRETE SCREWS @ 12" O.C.

GLAZING

1/4" WEDGE GASKET

ALUMINUM

EXTRUSION BGD17

WEATHERSTRIPPING

ALUMINUM EXTRUSION BGD152

5/16"x 1/8" STEEL BAR

EXTERIOR INTERIOR

1/8 " S

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M

SP

AC

E

1"

EXTERIOR

INTERIOR

16 GAUGE HOLLOW METAL DOOR FRAME

ANCHORED WITH MANUFACTURERS

CTSK. FLAT HEAD EXPANSION BOLT AND

PIPE SPACER MIN 36" OC - MIN. 2" EMBED

WOOD TRIM TO MATCH EXISTING

GROUT FRAME SOLID

CUT AND BREAK NOTCH INTO EXISTING

CONCRETE AT JAMBS

EXISTING BRICK

EXISTING OVERHEAD

COILING DOOR, AS EXISTS

EXISTING CONCRETE WALL

SEALANT BOTH SIDES

16 GAUGE HOLLOW

METAL DOOR

WIRE MESH SCREEN

ATTACHED TO FACE OF

DOOR WITH #6 OVAL HEAD

MACHINE SCREWS @ 8"

O.C. PROVIDE AT DOORS

B101, B101B, AND B102

ONLY

1/4" SHIM

2" DOOR OPENING

8 3 /4"

V

ER

IF

Y

NOTE: FRAME ANCHOR AS

APPROPRIATE TO EXISTING SUBSTRATE

4" MIN. WIDE BATTEN

BALLISTIC WALL

PANEL SPLICE

WALL FRAMING AND

INSULATION PER WALL

TYPES

#8 SELF TAPPING

BUGLE HEAD

SCREW @ 12" OC,

TYPICAL

BALLISTIC WALL

PANEL PER WALL

TYPES

NOTE: ALL PANEL JOINT MUST BE SPLICED WITH 2" SPLICE

MATERIAL BEARING ON EACH PANEL.

2" MIN.

EACH BEARING

@ SPLICE 2"

EXISTING GWB FINISH

NEW GWB FINISH

2" MIN. BEARING EACH

SIDE SPLICE

EXISTING WINDOW TO REMAIN

ALUMINUM

EXTRUSION BGD152

ANGLE BEYOND, AIR GAP

5/16"x 1 1/8" STEEL BAR

WEATHERSTRIPPING

ALUMINUM

EXTRUSION BGD17

1/4" WEDGE GASKET

GLAZING

3 5/8"x 5/16" STEEL PLATE

1/2" ALL THREAD

1/4" WEDGE GASKET

ALUMINUM EXTRUSION BGD155

2" CLR

VIF

EXTERIOR INTERIOR

(N) WINDOW(E) WINDOW

GLAZING

WEATHER STRIPPING

ALUMINUM EXTRUSION BGD152

STEEL BAR FOR LEVEL III BULLET RESISTANCE

1/8"X 1 1/2"X 1 1/2" STEEL ANGLE WITH

1 1/4" #12 CONCRETE SCREWS @ 12" O.C.

5" #14 W/ PLASTIC SHIELD 12" O.C.

GLAZING GASKET, BOTH SIDES, TYPICAL

STEEL PLATE FOR LEVEL III BULLET RESISTANCE

CONTINUOUS GEARED HINGE

BACKER ROD AND SEALANT

VERIFY THICKNESS OF EXIST. PLASTER AND

ANY FURRING. AT STEEL ANGLE FASTENER

LOCATIONS, PROVIDE PIPE OR CONDUIT

COMPRESSION SLEEVE AT EACH POINT

VERIFY THICKNESS OF EXIST. PLASTER

AND ANY FURRING. AT WINDOW FASTENER

LOCATIONS, PROVIDE PIPE OR CONDUIT

COMPRESSION SLEEVE AT FASTENERS

EXTERIOR

INTERIOR

1/8" SHIM

SPACE

STEEL STUD AND

INSULATION PER

WALL TYPE

0.145"Ø PREDRILLED

FASTENER AT 16" OC

20 GA BOTTOM TRACK

#8 SELF TAPPING

SCREW EA SIDE OF EA

STUD

EXISTING SLAB ON

GRADE

(E)

CONCRETE

CEILING

0.145"Ø PREDRILLED OR

POWDER ACTIVATED

FASTENER AT 12" OC

1" GAP

WALL SHEATHING

PER WALL TYPE

AND SCHEDULE

#8 SELF TAPPING SCREW

EA SIDE EA STUD,

TYPICAL

WALL BASE PER

SCHEDULE

TOP 20 GA SLOTTED SLIP

TRACK OR DEFLECTION

TRACK

EXISTING

CONCRETE

FLOOR SLAB

3'-6"± EXISTING R.O.

'-0

" F

IE

LD

V

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IF

Y

6'- 8"

EX

IS

TI

NG

R

.O

3'- 4"

EX

IS

TI

NG

S

ILL

3'-6"± EXISTING R.O.

4'- 8"

2'- 0"

+0" F.F.

+27"

+34" COUNTERTOP

+40" F.F.

+9" F.F.

6"

PLAM SKIRT

PAIR DOORS

PLAM FACE

3/4" PLYWOOD SHELF

PLAM CLOSURE & BASE

3"8"

2'-0"

PLAM SPLASH BEYOND

AE501

7"

NOSING FROM 1x2 OAK

1-1/4" PLYWOOD

COUNTERTOP, TYP.

PLAM COUNTERTOP

PLAM SKIRT

1/2

45°

SE

E

IN

TE

RI

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E

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VA

TI

ON

S

F.F.

EQ

4" TY

P.

TOEKICK ASSEMBLY- LEVELED

AND SECURED TO FLOOR

BASE PER FINISH

SCHEDULE

CABINET (BOX)

CONSTRUCTED FROM 3/4"

SUBSTRATE, MELAMINE

FACED @ INTERIOR -TYP.

DRAWER ASSEMBLY W/

FULL EXTENSION GUIDES

1-1/4" PLYWOOD PLAM

COUNTERTOP

4" P-LAM BACKSPASH

WHERE OCCURS, SEE

INTERIOR ELEVATIONS

EQ

FI

LE

D

RA

W

ER

AE501 SIM.

+8'-0" AFF

3'- 0"

BASE PER FINISH

SCHEDULE

DOOR PULL, PER SPECS

(3) 3/4" ADJ. SHELF

3/4" FIXED PLAM SHELF

4'-

6"

2'-0" BOX ±

CEILING SCRIBE

F.F.

(1) ADJ. SHELVES

HINGES PER SPECIFICATIONS

PLAM TALL DOOR

STORAGE CABINET

BOTH DIRECTIONS W/ FIRST POINT

1 2

NEW FINISHES EXISTING

FINISHGWB FINISH ON BALLISTIC PANEL

LAP PANELS AS SHOWN

2" 1"

BACKING AS REQUIRED

GWB FINISH - PROVIDE WALL STUDS

AS REQUIRED

NEW GWB FINISH ON NEW BALLISTIC

PANEL

4A

AE201

1 1/4" PLAM COUNTERTOP

2'-4"

3"1'-0"

AE101

AE501

2'- 6"

1 1/4"x1 1/4"x1/16" BY 10" STEEL PAINTED ANGLE W/ (3) #8x1"

SCREWS EACH BEARING

COUNTERTOP SUPPORT PANEL

(2) ADJUSTABLE SS FEET

EACH PANEL

SEAL COUNTERTOP TO

FINISH WALL CONTINUOUS

CONTINUOUS WALL LEDGER

PLAM COUNTERTOP

11/29/2017

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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P r o j e c t s U

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V A

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R o s e b u r g

C a m p u s

S e c u r i t y

D r a w i n g s

C u r r e n t R o s e b u r g V

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M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

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E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

BM BBRevisions: Date:

906 Columbia Street SW, Suite 400 Olympia, Washington 98501 360.352.8883 Matthew Kaphan, Project Manager

653-16-100

Roseburg VA Medical Center, OR

UPGRADE CAMPUS

SECURITY

CONSTRUCTION

DOCUMENTS 100%KMB Project No. S1575

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OLYMPIA, WASHINGTON

SCALE:

WALL TYPES1 3" = 1'-0"SCALE: LOCATED @ BUILDING 13

DOOR TRANSOM11 3" = 1'-0"

SCALE:

TYPICAL SUSPENDED GRID BRACING4 3" = 1'-0"

SCALE:

SUSPENDED GRID AT WALL PERIMETER3 3" = 1'-0"

SCALE:

BALLISTIC ASSEMBLY AT SILL10 3" = 1'-0"

SCALE: LOCATED @ BUILDING 13

DOOR JAMB12 3" = 1'-0"

SCALE:

TYPICAL BALLISTIC WALL PANEL SPLICE DETAIL3 3" = 1'-0"

SCALE:

BALLISTIC ASSEMBLY UNIT CONNECTION8 3" = 1'-0"

SCALE: SIMILAR AT HEAD AND JAMB STRIKE

BALLISTIC ASSEMBLY AT JAMB HINGE6 3" = 1'-0"

SCALE:

TYPICAL WALL FRAMING ANCHORAGE2 3" = 1'-0"SCALE:

BALLISTIC WINDOW ASSEMBLY ELEVATION5 1/2" = 1'-0"

FF

EXISTING WINDOW 10

AE501

AE501

AE501

AE501

Details

AE501

AE501

SCALE:

ADA SINK CABINET15 1 1/2" = 1'-0"

SCALE:

TYPICAL COUNTERTOP NOSING13 6" = 1'-0"

SCALE:

DRAWER STORAGE CABINET17 1" = 1'-0"

NOTE: VERIFY EXISTING

WINDOW DIMENSIONS

PRIOR TO ORDERING NEW

WINDOWS

NEW BALLISTIC WINDOW

ASSEMBLY INSTALLED

INSIDE OF EXISTING

WINDOW

EXISTING

ROUGH

WINDOW

HEAD

SCALE:

SECTION @ TALL CABINET16 1" = 1'-0"

SCALE:

BALLISTIC PANEL TRANSITION @ WALL14 3" = 1'-0"

SCALE:

COUNTER @ DESK

7 1 1/2" = 1'-0"

4A

AE201

B101B102

B1

B101-BB101B102 B101-B

A100-AA100A101A103A104A106A107

A1

A106 A103 A101

GWB FINISH EACH SIDE

VARIES

NEW OR EXISTING METAL FRAME

SEALANT AT PERIMETER EACH SIDE

SEAL BOTTOM OF FRAME TO

FINISH FLOOR

HM FRAME ANCHORED PER

SPECIFICATION

HM FRAME ANCHORED PER

SPECIFICATION

HM DOOR - SEE DOOR SCHEDULE

2"

5/8

DO

OR

O

PE

NI

NG

GROUP

THERAPY

A106A

A100

E114

E112

B116-A

B116-B

B121-A

E112-A

STSTST

ST

CR

CR

CR

ST ST ST

ST

CR

CR

CR

ST

CR

CR CR

CR

CR

CR

ST

ST ST

CR

B116-A

NORTH

SCALE:

BUILDING 013 - LEVEL 0G KEY PLAN2 3/32" = 1'-0"

NORTH

SCALE:

BUILDING 013 - LEVEL 1 KEY PLAN3 3/32" = 1'-0"

SCALE:

DOOR AND FRAME TYPES4 1/2" = 1'-0"

11/29/2017

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

P

P r o j e c t s U

S

D

V A

S

V

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R o s e b u r g

C a m p u s

S e c u r i t y

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Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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E

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A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

BM BBRevisions: Date:

906 Columbia Street SW, Suite 400 Olympia, Washington 98501 360.352.8883 Matthew Kaphan, Project Manager

653-16-100

Roseburg VA Medical Center, OR

UPGRADE CAMPUS

SECURITY

CONSTRUCTION

DOCUMENTS 100%KMB Project No. S1575

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OLYMPIA, WASHINGTON

6574 AE601

Doors And Windows

8'-

0" V

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AE501

A101 A103

GLASS LITE

AE501

SIM

5'-8" VERIFY

8 EQUAL LITES AT TRANSOM

EQUAL DOOR EQUAL DOOR

2" FR

8" 2 EQ 8" 8" 2 EQ 8" 2" FR

6" WIDE DOOR PANEL, TYP.

1'- 0"

7'-

0"

2" 8"

3'- 0"

3 E Q.

S

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8" 1'-

8" 1'-

0"

9'- 4"

V

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2'- 4"

7'-

0"

2" F

R 8"

2 E Q.

8" 3'-

0" 3 E

QU

AL

S

PA

CE

S

8" 1'-

8" 1'-

0"

7'-8" VERIFY

EQUAL DOOR EQUAL DOOR

2" FR

8" 3 EQ. 8" 8" 3 EQ. 8" 2" FR

GLASS LITE

AE501

SIM.

AE501

GLASS LITE

HOLLOW METAL DOOR

HOLLOW METAL FRAME

12" WIDE DOOR PANEL

TYPICAL

B101

TYPE B

HOLLOW METAL PANEL DOOR WITH

INSULATED GLASS LITES IN EXISTING

ROUGH OPENING SECURITY SCREEN

BEHIND WINDOWS SEE DETAIL.

9'- 4"

VE

RI

FY

7'- 0"

2'- 4"

1'- 0"

1'- 8"

8" 3'-

0" 3 E

QU

AL

S

PA

CE

S

8" 2"

F R

2 E Q.

2" F

R

7'-8" (VERIFY) @ DOOR 102

8'-0" (VERIFY) @ DOOR 101B

8 EQUAL LITES AT TRANSOM

EQUAL DOOR EQUAL DOOR

2" FR

8" 3 EQ. SPACES 8" 8" 3 EQ. SPACES 8"

2" FR

B101-B B102

AE501

AE501

DOOR NOTES:

1. REMOVE EXISTING DOORS AND HARDWARE BACK TO ROUGH

OPENING.

2. PROVIDE AND INSTALL NEW HOLLOW METAL DOORS AND

FRAMES IN EXISTING ROUGH OPENINGS AS SHOWN ON

3. PROVIDE AND INSTALL NEW DOOR HARDWARE AS DETAILED IN

HARDWARE SCHEDULE PER SPEC. SECTION 08 71 00.

AE601

TYPE C

HOLLOW METAL PANEL DOOR WITH

INSULATED GLASS LITES IN EXISTING

ROUGH OPENING SECURITY SCREEN

BEHIND WINDOWS SEE DETAIL.

TYPE A

HOLLOW METAL PANEL DOOR WITH

INSULATED GLASS LITES IN EXISTING

ROUGH OPENING SECURITY SCREEN

BEHIND WINDOWS SEE DETAIL.

GLASS LITE

FINISH FLOOR

GLASS LITE

12" WIDE DOOR PANEL, TYP.

GLASS LITE

HOLLOW METAL DOOR

HOLLOW METAL FRAME

FINISH FLOOR

HOLLOW METAL DOOR

HOLLOW METAL FRAME

DOOR KEY:

BUILDING 2

REMOVE LOCKSET AND PROVIDE BLANK FACING EACH SIDE.

ATTACH DOOR TO FRAME WITH 1" WELD 12" OC. ON INSIDE

B116A

7'- 0"

F R

3'-0"

A106

DOOR TYPE D

PARTIAL LITE

SCALE:

TYPICAL INTERIOR DOOR5 3" = 1'-0"

7'- 0"

F R

2" 3'-0" 2"

2"

C103A C103B E107E

6" 6"

6" 3'-

4"

C103A

7'- 0"

F R

3'-0"

C103B E107E

AE601

AE601

SIM.

NORTH

SCALE:

BUILDING #21 1/16" = 1'-0"

DOOR TYPE E

FLUSH

FRAME TYPE D

HOLLOW METAL

AutoCAD SHX Text

UP

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

UP

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