653-21-102_Roseburg Renovate Bldg 3 IFC Drawings Part1.pdf

1) REMOVE EXISTING INTERIOR CLAY TILE PARTITION WALLS AND REPLACE WITH METAL STUD AND GYPSUM

BOARD WALLS IN A NEW CONFIGURATION;

2) REMOVE EXISTING SUSPENDED ACOUSTICAL PANEL CEILING TILES AND GRID

3) REMOVE EXISTING DOORS AND FRAMES IN EXISTING DEMO'D WALLS AND REPLACE AS REQUIRED.

4) REMOVE AND REPLACE TOILET ROOMS WITH CODE COMPLIANT TOILET ROOMS INCLUDING APPROPRIATE

FIXTURE COUNT FOR THE FACILITY TYPE AND OCCUPANT LOAD;

5) ADD AN ELEVATOR AND EXIT STAIRS AS REQUIRED FOR CODE COMPLIANT EXITING, RETAINING THE HISTORIC

NATURE OF THE BUILDING FROM THE EXTERIOR.

6) UPGRADE THE INTERIOR SPACES AND EXTERIOR APPROACH AS NECESSARY TO BRING THE BUILDING INTO

FULL ACCESSIBILITY COMPLIANCE;

7) REMOVE AND REPLACE ALL LIGHT FIXTURES WITH LED FIXTURES

9) REMOVE AND SALVAGE IN-CEILING HVAC UNITS, RECONFIGURE DUCT WORK AND REINSTALL IN NEW

CONFIGURATION AS REQUIRED

10) REMOVE AND SALVAGE ALL FIRE ALARM DEVICES AND REINSTALL IN NEW CONFIGURATION

11) REMOVE AND SALVAGE ALL SPRINKLER HEADS, RECONFIGURE PIPING AND REINSTALL HEADS IN NEW

CONFIGURATION AS REQUIRED.

VA HEALTHCARE SYSTEM

ROSEBURG, OR

PROJECT

LOCATION

ROSEBURG, OR

CONTRACTOR SHALL FURNISH THE RESIDENT ENGINEER 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 INSURE ACCOMPLISHMENT OF THIS WORK IN SUCCESSIVE

PHASES MUTUALLY AGREEABLE TO MEDICAL CENTER DIRECTOR USING THE FOLLOWING PHASING

OUTLINE:

Phase 1 – Preparations: Early work to facilitate later phases.

1. The VA will relocate the building occupants prior to construction.

Phase 2 – Demolition and New Construction:

1.

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 PROJECT MANAGER: 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, PE, SE -----------------------------(206) 351-2217 MECHANICAL ENGINEER: Notkin P2S, inc Peter Eberle, PE----------------------------------------------(206) 267-6940 ELECTRICAL ENGINEER: SAZAN Group Guy Fox, PE---------------------------------------------------(503) 416-2078 FIRE PROTECTION ENGINEER: SAZAN Group Philip Roach, PE----------------------------------------------( ) CIVIL ENGINEER S&B Christ Consulting, LLC Peter Moser, PE----------------------------------------------(773) 744-4600 LANDSCAPE ARCHITECT Osborn Pacific Group Inc Linda Osborn--------------------------------------------------(206) 356-7000 HAZARDOUS MATERIALS MedTox NW. Chris Iott--------------------------------------------------------( ) COST ESTIMATOR: OCMI Conor Clark ---------------------------------------------------(714) 651-6696

VIEW FROM THE SOUTHWEST SHOWING NEW

STAIR TOWER AND SECOND FLOOR EXIT

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:

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GI001

COVER

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

SEISMICALLY MITIGATE BLDG. 3

VA Roseburg Healthcare System

653-21-102 director

11-7-2023 kh LMS

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

SEISMIC RETROFIT AND RENOVATE BUILDING 3

DRAWING INDEX

SCOPE OF WORK

ABBREVIATIONS

RENDERING VICINITY MAP

PHASING SYMBOLS

VA Roseburg Healthcare System Project Number 653-21-102

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

GI001 COVER 1

GI002 CODE PLANS 2

H-101 HAZMAT - BASEMENT FLOOR S.. MATERIAL 4

H-102 HAZMAT - FIRST FLOOR. MATERIAL 5

H-103 HAZMAT - SECOND FLOOR MATERIAL 6

C-001 CIVIL LEGEND AND ABBREVIATIONS 7

CR101 SITE DEMOLITION PLAN 8

CS101 SITE PLAN 9

CG101 GRADING PLAN 1 10

CG102 GRADING PLAN 2 11

CD501 CIVIL DETAILS 12

LD101 LANDSCAPE DEMOLITION 13

LP101 LANDSCAPE PLAN 14

S-001 GENERAL STRUCTURAL NOTES 15

S-100 FOUNDATION PLAN 16

S-101 FIRST FLOOR FRAMING PLAN 17

S-102 SECOND FLOOR FRAMING PLAN 18

S-103 ATTIC FRAMING PLAN 19

S-104 ROOF FRAMING PLAN 20

S-201 BRACED FRAME ELEVATIONS 21

S-202 BRACED FRAME ELEVATIONS 22

S-203 WALL ELEVATIONS 23

S-204 WALL ELEVATIONS 24

S-205 WALL ELEVATIONS 25

S-206 WALL ELEVATIONS 26

S-401 ENLARGED FOUNDATION AND FRAMING PLANS 27

S-402 ENLARGED PLANS 28

S-500 CONCRETE DETAILS 29

S-501 FOIUNDATION DETAILS 30

S-502 FOUNDATION DETAILS 31

S-503 FLOOR FRAMING DETAILS 32

S-505 ROOF DETAILS 33

S-506 CONCRETE DETAILS 34

S-507 CONCRETE DETAILS 35

S-508 CONCRETE DETAILS 36

S-509 CONCRETE DETAILS 37

S-510 CONCRETE DETAILS 38

S-521 STEEL DETAILS 39

S-522 STEEL DETAILS 40

S-523 STEEL DETAILS 41

S-524 STEEL DETAILS 42

S-525 STEEL DETAILS 43

S-526 TYPICAL METAL DETAILS 44

S-530 TYPICAL WOOD DETAILS 45

AD101 BASEMENT DEMOLITION PLAN 46

AD111 FIRST FLOOR DEMOLITION PLAN 47

AD121 SECOND FLOOR DEMOLITION PLAN 48

AD500 DEMOLITION DETAILS 49

A-101 BASEMENT FLOOR PLAN 50

A-111 FIRST FLOOR PLAN 52

A-121 SECOND FLOOR PLAN 54

A-131 ATTIC PLAN 56

A-141 ROOF PLAN 57

A-201 EXTERIOR ELEVATIONS 58

A-202 EXTERIOR ELEVATIONS 59

A-301 N-S BUILDING SECTIONS 60

A-302 E-W BUILDING SECTIONS 61

A-303 STAIR SECTIONS 62

A-304 STAIR SECTIONS 63

A-310 WALL SECTIONS 64

A-320 SECTION DETAILS 65

A-401 ENLARGED BASEMENT PLANS 66

A-411 ENLARGED FIRST FLOOR PLANS 67

A-421 ENLARGED SECOND FLOOR PLANS 68

A-500 PLAN DETAILS 69

A-501 PLAN DETAILS 70

A-502 ROOF DETAILS 71

A-503 MISC DETAILS 72

A-504 MISC DETAILS 73

A-601 WINDOW TYPES AND DETAILS, WALL TYPES 74

A-602 DOOR SCHEDULE 75

A-603 CURTAIN WALL DETAILS 76

A-604 ROOM FINISH & EQUIPMENT SCHEDULES 77

A-801 INTERIOR ELEVATIONS 78

A-802 INTERIOR ELEVATIONS 79

A-803 INTERIOR ELEVATIONS 80

A-804 INTERIOR ELEVATIONS 81

A-805 INTERIOR ELEVATIONS 82

A-806 INTERIOR ELEVATIONS 83

A-807 INTERIOR ELEVATIONS 84

A-808 INTERIOR ELEVATIONS 85

A-809 INTERIOR ELEVATIONS 86

AC101 BASEMENT RCP 87

AC111 FIRST FLOOR RCP 88

AC121 SECOND FLOOR RCP 89

AW600 SIGNAGE 90

AI101 BASEMENT FINISH & FURNITURE PLAN 91

AI102 FIRST FLOOR FINISH & FURNITURE PLAN 92

AI103 SECOND FLOOR FINISH & FURNITURE PLAN 93

AI104 COLOR PALLETTE 94

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

AREA COMPARISON

RM

NUM ROOM NAME

NET

AREA

Required

Area % AREA

BASEMENT

BA109 VEST M 44 SF 40 SF 111%

BA111 LOCKER M 86 SF 120 SF 71%

BA110 TOILET M 125 SF 120 SF 104%

BA110a SHOWER M1 32 SF 140 SF 23%

BA103 VEST W 48 SF 40 SF 121%

BA104 LOCKER W 118 SF 180 SF 65%

BA105 TOILET W 139 SF 120 SF 116%

BA106 SHOWER W 77 SF 140 SF 55%

BA107 UNIFORMS 157 SF 100 SF 157%

BA113 EMS CHIEF 104 SF 100 SF 104%

BA101 EMS AO 106 SF 56 SF 189%

BA115 BREAK ROOM 241 SF 300 SF 80%

BA119 EMS INT DESIGNER 79 SF 56 SF 140%

BA117 LG EQPT STORAGE 907 SF 900 SF 101%

BA108 EMS STORAGE 320 SF 300 SF 107%

BA122 ELECT 320 SF

BA112 UTIL 44 SF

BA114 EMS ASST CHIEF 105 SF 100 SF 105%

BA118 EMS SUPER 119 SF 150 SF 80%

BA120 EMS TRAINING SUPER 101 SF 150 SF 67%

BA121 MACH ROOM 39 SF

E100 ELEV. 91 SF

E102 STAIR 1 122 SF

E100 ELEV LOBBY 135 SF

E101 CORR 409 SF

BA102 EMS SUPPORT 91 SF

BA110b SHWR M2 17 SF

BA116 HAC 25 SF

FIRST FLOOR

1A201 TOILET W 110 SF 120 SF 92%

1A202 TOILET M 97 SF 120 SF 81%

1A204 FLEET 103 SF 100 SF 103%

1A203 UNION 87 SF 300 SF 29%

1A206 BILLING 250 SF 300 SF 83%

1A207 FS SUPPORT 124 SF 112 SF 111%

1A207B FISCAL SERV. AUDITOR 103 SF 100 SF 103%

1A212 IT 94 SF 100 SF 94%

1A207A FISCAL SERV AUDITOR 100 SF 100 SF 100%

1A210 FS CHIEF 100 SF 100 SF 100%

1A211 FS ASST CHIEF 100 SF 100 SF 100%

1A209B HBPC DIRECTOR 105 SF 100 SF 105%

1A209A HBPC CHIEF 105 SF 100 SF 105%

E200 ELEV LOBBY 138 SF

E201 CORR 552 SF

1A207C FS STOR 21 SF 80 SF 26%

1A209 HBPC SUPPORT 392 SF 212 SF 185%

1A203A UN OFFC 101 SF

1A203B UN OFFC 94 SF

1A205 VISN 1 309 SF

1A206A REVENUE MGR 102 SF

1A203C STOR 9 SF

1A209C HBPC CLEAN STOR 61 SF

1A208 HAC 26 SF

E202 STAIR 226 SF

SECOND FLOOR

2A302 TOILET M 97 SF 120 SF 81%

2A301 TOILET W 110 SF 120 SF 92%

2A309 CALL CENTER 226 SF 200 SF 113%

2A308 HR SUPPORT 381 SF 480 SF 79%

2A303 SHARED CONF/TRAIN 335 SF 300 SF 112%

2A304B LOG CHIEF 103 SF 100 SF 103%

2A304A LOG ASST CHIEF 102 SF 100 SF 102%

2A304 LOGISTICS SUPPORT 257 SF 168 SF 153%

2A308C HR DIRECTOR 105 SF 100 SF 105%

2A308E HR CHIEF 105 SF 100 SF 105%

2A307 FLEX SPACE 109 SF

2A306 LOG SUPERVISOR 112 SF

E300 ELEV LOBBY 138 SF

E301 CORR 414 SF

2A308B HR SUPERVISOR 108 SF 80 SF 135%

2A308G HR COPY/ SUPPLY 56 SF 80 SF 70%

2A308D HR WORK STATIONS 188 SF 160 SF 117%

2A308F HR RECORDS 65 SF 100 SF 65%

2A304C LOG SUPPLY 48 SF 120 SF 40%

2A305 LOG SUPERVISOR 109 SF

2A308A P.I.V. 155 SF

E302 STAIR 226 SF

11261 SF

FA001 FIRE ALARM GENERAL NOTES AND ABBREVIATIONS 95

FD101 PROTECTION DEMOLITION - GROUND FLOOR PLAN 96

FD102 FIRE PROTECTION DEMOLITION - FIRST FLOOR PLAN 97

FD103 FIRE PROTECTION DEMOLITION - SECOND FLOOR

PLAN

FD104 FIRE PROTECTION DEMOLITION - ATTIC PLAN 99

FXD101 FIRE SPRINKLER - BASEMENT FLOOR DEMO PLAN 100

FA101 FIRE ALARM - GROUND FLOOR PLAN 101

FA102 FIRE ALARM - FIRST FLOOR PLAN 102

FA103 FIRE ALARM - SECOND FLOOR PLAN 103

FA104 FIRE ALARM - ATTIC FLOOR PLAN 104

FA601 FIRE ALARM DIAGRAM 105

FX101 FIRE SPRINKLER - GROUND FLOOR PLAN 106

FX102 FIRE SPRINKLER - FIRST FLOOR PLAN 107

FX103 FIRE SPRINKLER - SECOND FLOOR PLAN 108

FX104 FIRE SPRINKLER - ATTIC FLOOR PLAN 109

P-001 PLUMBING LEGEND AND DRAWING INDEX 110

PD101 GROUND FLOOR DEMOLITION PLAN 111

PD111 FIRST FLOOR DEMOLITION PLAN 112

PD121 SECOND FLOOR DEMOLITION PLAN 113

PD131 ATTIC DEMOLITION PLAN 114

P-100 UNDERFLOOR PLUMBING PLAN 115

P-101 GROUND FLOOR PLUMBING PLAN 116

P-111 FIRST FLOOR PLUMBING PLAN 117

P-121 SECOND FLOOR PLUMBING PLAN 118

P-401 ENLARGED PLUMBING PLANS 119

P-402 ENLARGED PLUMBING PLANS 120

P-501 PLUMBING DETAILS 121

P-601 PLUMBING SCHEDULES 122

P-901 PLUMBING RISER DIAGRAMS 123

M-001 MECHANICAL LEGEND AND GENERAL NOTES 124

MD101 GROUND FLOOR DEMOLITION PLAN 125

MD111 FIRST FLOOR DEMOLITION PLAN 126

MD121 SECOND FLOOR DEMOLITION PLAN 127

MD131 ATTIC DEMOLITION PLAN 128

M-101 GROUND FLOOR PLAN 129

M-111 FIRST FLOOR PLAN 130

M-121 SECOND FLOOR PLAN 131

M-131 ATTIC PLAN 132

MP101 GROUND FLOOR PIPING PLAN 133

MP111 FIRST FLOOR PIPING PLAN 134

MP121 SECOND FLOOR PIPING PLAN 135

M-501 MECHANICAL DETAILS 136

M-502 MECHANICAL DETAILS 137

M-601 MECHANICAL SCHEDULES 138

M-701 GROUND FLOOR ZONING PLAN 139

M-711 FIRST FLOOR ZONING PLAN 140

M-721 SECOND FLOOR ZONING PLAN 141

M-801 CONTROLS 142

M-802 CONTROLS 143

EG001 ELECTRICAL LEGEND AND GENERAL NOTES 144

ED101 GROUND FLOOR DEMOLITION PLAN 145

ED102 FIRST FLOOR DEMOLITION PLAN 146

ED103 SECOND FLOOR DEMOLITION PLAN 147

ED104 ATTIC DEMOLITION PLAN 148

ES101 ELECTRICAL LIGHTING - SITE PLAN 149

EL101 ELECTRICAL LIGHTING - GROUND FLOOR PLAN 150

EL102 ELECTRICAL LIGHTING - FIRST FLOOR PLAN 151

EL103 ELECTRICAL LIGHTING - SECOND FLOOR PLAN 152

EL601 ELECTRICAL LIGHTING - SCHEDULES 153

EL602 ELECTRICAL LIGHTING - SCHEDULES 154

EP101 ELECTRICAL POWER - GROUND FLOOR PLAN 155

EP102 ELECTRICAL POWER - FIRST FLOOR PLAN 156

EP103 ELECTRICAL POWER - SECOND FLOOR PLAN 157

EP104 ELECTRICAL POWER - ATTIC PLAN 158

EP501 ELECTRICAL DETAILS 159

EP502 ELECTRICAL DETAILS 160

EP601 ELECTRICAL ONE-LINE DIAGRAM 161

EP602 ELECTRICAL EQUIPMENT SCHEDULE 162

EP603 ELECTRICAL PANEL SCHEDULES 163

EP604 ELECTRICAL PANEL SCHEDULES 164

TN001 TELECOMMUNICATIONS GENERAL NOTES AND

LEGEND

TD101 SYSTEM DEMOLITION - GROUND FLOOR PLAN 166

TD102 SYSTEM DEMOLITION - FIRST FLOOR PLAN 167

TD103 SYSTEM DEMOLITION - SECOND FLOOR PLAN 168

TN101 SYSTEM COMMUNICATION - GROUND FLOOR PLAN 169

TN102 SYSTEM COMMUNICATION - FIRST FLOOR PLAN 170

TN103 SYSTEM COMMUNICATION - SECOND FLOOR PLAN 171

TN501 SYSTEMS DETAILS 172

Revisions: Date:

WH

FD

FD

FD

FD

FD

FD

FD

FD FD

157 SF

UNIFORMS

BA107

91 SF

EMS SUPPORT

BA102

106 SF

EMS AO

BA101

104 SF

EMS CHIEF

BA113

105 SF

EMS ASST

CHIEF

BA114

241 SF

BREAK ROOM

BA115

101 SF

EMS TRAINING

SUPER

BA120

79 SF

EMS INT

DESIGNER

BA119 119 SF

EMS SUPER

BA118

907 SF

LG EQPT

STORAGE

BA117320 SF

EMS STORAGE

BA108 320 SF

ELECT

BA122

9 13

6160 MIN DOOR

FEC

30' - 1" 21' - 11"

FE FE

5 1 /4"

5'

- 4

3/ 4"

1-HR CEILING UNDER

DUCT 90 - SEAL FLOOR

PENETRATIONS WITH

1-HR CONSTRUCT.

SEAL FLOOR/ CEILING

PENETRATIONS WITH

1-HR CONSTRUCT. AT

MECH CHASE THRU

FLOOR ABOVE

1-HR ENCLOSURE UNDER

STAIR FOR ELEVATOR EQUIP.

60 MIN

DOOR

60 MIN

DOOR

103 SF

FLEET

1A204 94 SF

UN OFFC

1A203B

87 SF

UNION

1A203

101 SF

UN OFFC

1A203A

309 SF

VISN 1

1A205

250 SF

BILLING

1A206

102 SF

REVENUE MGR

1A206A

100 SF

FISCAL SERV

AUDITOR

1A207A 124 SF

FS SUPPORT

1A207

103 SF

FISCAL SERV.

AUDITOR

1A207B

105 SF

HBPC CHIEF

1A209A

392 SF

HBPC

SUPPORT

1A209

105 SF

HBPC

DIRECTOR

1A209B

61 SF

HBPC CLEAN

STOR

1A209C100 SF

FS ASST CHIEF

1A211

94 SF

IT

1A212

15 5 5

100 SF

FS CHIEF

1A210

60 MIN DOOR ON

MAG HOLD OPEN

FEC

FECEXISTING HISTORIC DOOR

ALLOWED TO SWING IN

PER NFPA 101, 43.10.4.4

SEAL FLOOR/ CEILING

PENETRATIONS WITH

1-HR CONSTRUCT.

1-HR RATED MECH

CHASE ENCLOSURE

36' - 8"

FEC

335 SF

SHARED

CONF/TRAIN

2A303

257 SF

LOGISTICS

SUPPORT

2A304

103 SF

LOG CHIEF

2A304B

102 SF

LOG ASST

CHIEF

2A304A

109 SF

LOG

SUPERVISOR

2A305

48 SF

LOG SUPPLY

2A304C

112 SF

LOG

SUPERVISOR

2A306

109 SF

FLEX SPACE

2A307

155 SF

P.I.V.

2A308A

108 SF

HR

SUPERVISOR

2A308B

226 SF

CALL CENTER

2A309 65 SF

HR RECORDS

2A308F

56 SF

HR COPY/

SUPPLY

2A308G

105 SF

HR CHIEF

2A308E

188 SF

HR WORK

STATIONS

2A308D

105 SF

HR DIRECTOR

2A308C

12 13 11 381 SF

HR SUPPORT

2A308

60 MIN DOOR

ON MAG

HOLD-OPEN

FEC

FEC16

SEAL FLOOR/ CEILING

PENETRATIONS WITH

1-HR CONSTRUCT.

1-HR RATED

MECHANICAL CHASE

ENCLOSURE

SEAL FLOOR/ CEILING

PENETRATIONS WITH

1-HR CONSTRUCT.

14' - 11 1/4"

FEC

BUILDING TYPE = MEDICAL CLINIC 'B'

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)

BUSINESS OCCUPANCY GROUP B

INCIDENTAL USE AREAS WITHIN PROJECT SCOPE:

ELECTRICAL ROOM (EXG SMOKE SEPARATION PROVIDED)

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) 27,000 S.F.

BASIC ALLOWABLE HEIGHT 3 STORIES – 60’-0”

ACTUAL AREA AND HEIGHT

AREA ACTUAL 13,305 S.F.

GROUND FLOOR 4841 S.F.

1ST FLOOR 4227 S.F.

2ND FLOOR 4237 S.F.

HEIGHT ACTUAL 3 STORY - 44'-10"

RATED ASSEMBLIES WITHIN THE PROJECT AREA REQUIRED:

STORAGE > 100 S.F. = 1 HOUR

MECHANICAL SHAFTS = 1-HOUR

EGRESS STAIRWAYS = 1-HOUR

CORRIDORS W/SPRINKLERS: 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.)

OCCUPANT LOAD

STORAGE AND MECHANICAL AREAS DO NOT CONTRIBUTE PER NFPA

OCCUPANT LOAD OF THE BUILDING:

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

BASEMENT OFFICES 2744 150 19

STORAGE 1311 300 5

FIRST FLOOR 3768 150 26

SECOND FLOOR 3768 150 26

TOTAL BUILDING OCCUPANT LOAD 76 OCCUPANTS

MINIMUM NUMBER OF EXITS: NFPA 101, 7.4.1

BASEMENT:

ONE EXIT PER NFPA 39.2.4.4. (LESS THAN 30 OCCUPANTS PER FLOOR, EXIT

DISCHARGE DIRECTLY TO OUTSIDE, EXIT IS ENCLOSED)

FIRST FLOOR:

MINIMUM NUMBER OF EXITS = 2 - NUMBER OF EXIT PROVIDED = 3

SECOND FLOOR:

MINIMUM NUMBER OF EXITS = 2 - NUMBER OF EXIT PROVIDED = 3

EXIT SEPARATION: NFPA 101 7.1.3.2.1

MINIMUM 1 HOUR SERVING THREE STORIES - PROVIDED 1-HOUR SEP.

ONLY ALLOWED PENETRATIONS (LIMITED PER NFPA 101, 7.1.3.2.1.(9)) ARE

PROVIDED.

MINIMUM DOOR LEAF: NFPA 7.2.1.2.3.

32" - MINIMUM DOOR LEAF WIDTH PROVIDED = 36"

COMMON PATH OF TRAVEL DISTANCE MEASURED:

BASEMENT: 65' MAX (TO EXIT DISCHARGE)

FIRST FLOOR: 48' MAX

SECOND FLOOR: 16' MAX

MAXIMUM TRAVEL DISTANCE MEASURED: NFPA 101, 39.2.6.3

300' MAX ALLOWED IN BUSINESS OCC W/ FIRE SPRINKLER

BASEMENT: 65' MAX (TO EXIT DISCHARGE)

FIRST FLOOR: 85' MAX

SECOND FLOOR: 140' MAX

CAPACITY OF MEANS OF EGRESS: NFPA 101, 39.2.3

ALL CORRIDORS WITHIN THE PROJECT AREA ARE 44" MIN.

STAIRS: NFPA 101 7.2.22.22.1.2 (A) - MINIMUM WIDTH = 36"

DIMENSION LIMITS PROVIDED:

RISERS = 7" MAX, 4" MIN

TREAD DEPTH = 11" MIN

HEADROOM = 6'8" MIN

LANDING WIDTH = SAME AS STAIR MIN.

HEIGHT BETWEEN LANDINGS = 12' MAX

OUTSIDE STAIRS: NFPA 101, 7.2.2.6

VISUAL PROTECTION REQURIED FOR LANDINGS MKORE THAN 36'

ABOVE GRADE - DISTANCE TO SECOND FLOOR IS 21' ABOVE GRADE

FIRE RATING IS NOT REQUIRED PER NFPA 120, 7.2.2.6.3.1.(2) AND (5)

PORTABLE FIRE EXTINGUISHERS: NFPA 10, 6.2.1.2.2.

ARE PROVIDED ON EACH FLOOR 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)

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

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GI002

CODE PLANS

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

SEISMICALLY MITIGATE BLDG. 3

VA Roseburg Healthcare System

653-21-102 director

11-7-2023 kh LMS

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

1/8" = 1'-0"F6 BASEMENT CODE PLAN

1/8" = 1'-0"F1 FIRST FLOOR CODE PLAN

1/8" = 1'-0"C1 SECOND FLOOR CODE PLAN

Revisions: Date:

LEGEND:

ACM VFT AND ACM MASTIC

GENERAL NOTES

1. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND STRUCTURAL DRAWINGS FOR

REQUIRED PROJECT DETAILS AND COORDINATION.

2. ASBESTOS MATERIALS HAVE BEEN IDENTIFIED IN THE PROJECT AREA. ANY ASBESTOS-CONTAINING

MATERIALS THAT WILL BE IMPACTED BY THE PLANNED RENOVATION MUST BE REMOVED AND

DISPOSED OF PRIOR TO BEING DISTURBED.

3. FRIABLE AND NON-FRIABLE ASBESTOS THAT WILL BE IMPACTED BY RENOVATION ACTIVITIES MUST BE

REMOVED AND DISPOSED OF PROPERLY. ALL ASBESTOS WASTE WILL BE DISPOSED OF IN

ACCORDANCE WITH SPECIFICATION SECTION 02 82 13 19 AND APPLICABLE REGULATIONS.

4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND OBSTRUCTIONS. REFER TO BUILDING AS-BUILTS INCLUDING RENOVATION AS BUILTS FOR DETAILS.

5. ALL PAINTED SURFACES ARE ASSUMED TO CONTAIN AT LEAST TRACE LEVELS OF LEAD AND OTHER METALS; INCLUDING INTERIOR AND EXTERIOR PAINTS. ALL CONTRACTOR PERSONNEL WORKING ON THIS PROJECT SHALL HAVE LEAD AWARENESS TRAINING IN ACCORDANCE WITH 29 CFR 1926.62; THIS

INCLUDES ALL TRADES IMPACTING PAINTED SURFACES.

6. CONTRACTOR MUST SUBMIT ASBESTOS, LEAD, OTHER METALS. AND PCB ABATEMENT PLANS TO THE

VETERANS ADMINISTRATION (VA) FOR REVIEW AND APPROVAL PRIOR TO START OF WORK

ACTIVITIES.

ASBESTOS NOTES

1. ALL ASBESTOS WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SPECIFICATION SECTION 02 82 13 19.

2. THE ASBESTOS-CONTAINING MATERIALS IDENTIFIED ON THE DRAWING ARE SHOWN FOR REFERENCE.

THERE ARE PLANNED IMPACTS TO THE 9-INCH TAN STREAKED VINYL FLOOR TILE (VFT) WITH BLACK MASTIC SHOWN ON THE 1ST FLOOR AND THE 12-INCH ORANGE VFT WITH MASTIC SHOWN ON THE 2ND

AND 3RD FLOORS.

3. THE GENERAL CONTRACTOR AND ABATEMENT CONTRACTOR SHALL FIELD VERIFY ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND STRUCTURAL DETAILS AND DIMENSIONS THAT MAY IMPACT THE

WORK. THE CONTRACTOR SHALL VERIFY THE CONDITION, LOCATION, AND QUANTITIES OF

HAZARDOUS MATERIALS IN THE WORK AREA PRIOR TO SUBMITTING A BID.

4. REFER TO 02 82 13 19 AND CONTRACTOR'S APPROVED WORK PLAN FOR ASBESTOS REMOVAL AND

DISPOSAL PROCEDURES AND REQUIREMENTS.

5. THE CONTRACTOR IS REQUIRED TO READ THE INDIVIDUAL HAZARDOUS MATERIALS SURVEY REPORT FOR BUILDING 3 SUBMITTED BY MED-TOX NORTHWEST DATED DECEMBER 2022. THE CONTRACTOR IS TO FIELD VERIFY THE LIMITATIONS SECTIONS IDENTIFIED IN THE REPORT FOR THE DETERMINATION

OF HIDDEN MATERIALS.

LEAD-BASED PAINT NOTES

1. REFER TO SPECIFICATION SECTION 02 83 33 13 FOR LEAD REQUIREMENTS INCLUDING DISPOSAL AND

TESTING REQUIREMENTS.

2. THE CONTRACTOR SHALL ASSUME THAT LEAD IS PRESENT IN PAINTED OR PRIMERED SURFACES THROUGHOUT THE PROJECT. ALL WORK THAT MAY DISTURB PAINT OR PRIMER-CONTAINING LEAD OR OTHER LEAD BUILDING MATERIAL (SUCH AS CERAMIC TILE) SHALL BE IN ACCORDANCE WITH 29 CFR 1926.62 AND SPECIFICATION SECTION 02 83 33 13 INCLUDING DUST CONTROL, EMPLOYEE

EXPOSURE ASSESSMENTS, AND WASTE CHARACTERIZATION.

PCB BALLASTS AND FLOURESCENT LIGHT TUBE NOTES

1. ALL FLUORESCENT LIGHTS TO BE DEMOLISHED SHALL BE INSPECTED. ALL BALLASTS NOT

SPECIFICALLY LABELED AS “NO-PCBS” OR “PCB FREE” WILL BE ASSUMED TO BE PCB-CONTAINING AND BE REMOVED AND DISPOSED OF AS PCB WASTE IN ACCORDANCE WITH THE REGULATIONS. PARTIAL DISASSEMBLY OF FLUORESCENT FIXTURES AND SELECTIVE DEMOLITION FOR ACCESS ARE INCLUDED

IN THE SCOPE OF WORK. REFER TO CONTRACT SPECIFICATIONS, ELECTRICAL DEMOLITION

DRAWINGS, REGULATIONS, AND CONTRACTOR'S APPROVED WORK PLAN FOR PCB-BALLAST REMOVAL

AND DISPOSAL PROCEDURES. HID LIGHTS ARE ASSUMED TO CONTAIN PCB-BALLASTS AND

MERCURY-CONTAINING BULBS.

2. NON-PCB LIGHT BALLASTS ARE TO BE RECYCLED OR DISPOSED IN ACCORDANCE WITH 02 84 16.

3. ALL FLUORESCENT LIGHT TUBES AND HID LIGHT BULBS ARE ASSUMED MERCURY-CONTAINING.

MERCURY-CONTAINING LIGHT TUBES/BULBS SHALL BE RECYCLED IN ACCORDANCE WITH THE

CONTRACT AND WITHOUT BREAKAGE ON SITE. REFER TO CONTRACT SPECIFICATIONS/DRAWINGS, REGULATIONS, AND CONTRACTORS APPROVED WORK PLAN FOR LIGHT TUBE RECYCLING

PROCEDURES.

4. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL ISOLATION OF ALL IMPACTED

LIGHT FIXTURES.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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:

H-101

MATERIAL

LOCATION

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

SEISMIC RETROFIT AND

RENOVATION BLDG. 3

VA Roseburg Healthcare System

653-21-102 director

11/07/2023 AF CBS

FULLY SPRINKLERED

Revisions: Date:

http://www.medtoxnw@msn.com

ED-TOX

SAFE ENVIROMENT OF AMERICA, INC dba

NORTHWEST

OCCUPATIONAL ENVIROMENTAL HEALTH SERVICES

(253) 351-0677 (253) 351-0688 (FAX)

129 A STREET N.W.

AUBURN, WASHINGTON 98001

ACM FLOOR TITLE MASTIC TO BE REMOVED 60 SQ FT

ISSUED FOR

CONSTRUCTION

AutoCAD SHX Text E102

AutoCAD SHX Text

MECHANICAL ROOM

AutoCAD SHX Text E104

AutoCAD SHX Text

AutoCAD SHX Text E200

AutoCAD SHX Text

AutoCAD SHX Text E100

AutoCAD SHX Text E201

AutoCAD SHX Text

MODELNUMBER

AutoCAD SHX Text

TRADENAME

AutoCAD SHX Text

PRODUCT

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

PRODUCT

AutoCAD SHX Text

TRADENAME

AutoCAD SHX Text

MODELNUMBER

AutoCAD SHX Text 101A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

MATCHLINE

AutoCAD SHX Text

MATCHLINE

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

FIRST FLOOR (SOUTH) MATERIAL LOCATIONS SAMPLE LOCATIONS SCALE: NTS

ACM FLOOR TILE MASTIC

GENERAL NOTES

1. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND STRUCTURAL DRAWINGS FOR

REQUIRED PROJECT DETAILS AND COORDINATION.

2. ASBESTOS MATERIALS HAVE BEEN IDENTIFIED IN THE PROJECT AREA. ANY ASBESTOS-CONTAINING

MATERIALS THAT WILL BE IMPACTED BY THE PLANNED RENOVATION MUST BE REMOVED AND

DISPOSED OF PRIOR TO BEING DISTURBED.

3. FRIABLE AND NON-FRIABLE ASBESTOS THAT WILL BE IMPACTED BY RENOVATION ACTIVITIES MUST BE

REMOVED AND DISPOSED OF PROPERLY. ALL ASBESTOS WASTE WILL BE DISPOSED OF IN

ACCORDANCE WITH SPECIFICATION SECTION 02 82 13 19 AND APPLICABLE REGULATIONS.

4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND OBSTRUCTIONS. REFER TO BUILDING AS-BUILTS INCLUDING RENOVATION AS BUILTS FOR DETAILS.

5. ALL PAINTED SURFACES ARE ASSUMED TO CONTAIN AT LEAST TRACE LEVELS OF LEAD AND OTHER METALS; INCLUDING INTERIOR AND EXTERIOR PAINTS. ALL CONTRACTOR PERSONNEL WORKING ON THIS PROJECT SHALL HAVE LEAD AWARENESS TRAINING IN ACCORDANCE WITH 29 CFR 1926.62; THIS

INCLUDES ALL TRADES IMPACTING PAINTED SURFACES.

6. CONTRACTOR MUST SUBMIT ASBESTOS, LEAD, OTHER METALS. AND PCB ABATEMENT PLANS TO THE

VETERANS ADMINISTRATION (VA) FOR REVIEW AND APPROVAL PRIOR TO START OF WORK

ACTIVITIES.

ASBESTOS NOTES

1. ALL ASBESTOS WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SPECIFICATION SECTION 02 82 13 19.

2. THE ASBESTOS-CONTAINING MATERIALS IDENTIFIED ON THE DRAWING ARE SHOWN FOR REFERENCE.

THERE ARE PLANNED IMPACTS TO THE 9-INCH TAN STREAKED VINYL FLOOR TILE (VFT) WITH BLACK MASTIC SHOWN ON THE 1ST FLOOR AND THE 12-INCH ORANGE VFT WITH MASTIC SHOWN ON THE 2ND

AND 3RD FLOORS.

3. THE GENERAL CONTRACTOR AND ABATEMENT CONTRACTOR SHALL FIELD VERIFY ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND STRUCTURAL DETAILS AND DIMENSIONS THAT MAY IMPACT THE

WORK. THE CONTRACTOR SHALL VERIFY THE CONDITION, LOCATION, AND QUANTITIES OF

HAZARDOUS MATERIALS IN THE WORK AREA PRIOR TO SUBMITTING A BID.

4. REFER TO 02 82 13 19 AND CONTRACTOR'S APPROVED WORK PLAN FOR ASBESTOS REMOVAL AND

DISPOSAL PROCEDURES AND REQUIREMENTS.

5. THE CONTRACTOR IS REQUIRED TO READ THE INDIVIDUAL HAZARDOUS MATERIALS SURVEY REPORT FOR BUILDING 3 SUBMITTED BY MED-TOX NORTHWEST DATED DECEMBER 2022. THE CONTRACTOR IS TO FIELD VERIFY THE LIMITATIONS SECTIONS IDENTIFIED IN THE REPORT FOR THE DETERMINATION

OF HIDDEN MATERIALS.

LEAD-BASED PAINT NOTES

1. REFER TO SPECIFICATION SECTION 02 83 33 13 FOR LEAD REQUIREMENTS INCLUDING DISPOSAL AND

TESTING REQUIREMENTS.

2. THE CONTRACTOR SHALL ASSUME THAT LEAD IS PRESENT IN PAINTED OR PRIMERED SURFACES THROUGHOUT THE PROJECT. ALL WORK THAT MAY DISTURB PAINT OR PRIMER-CONTAINING LEAD OR OTHER LEAD BUILDING MATERIAL (SUCH AS CERAMIC TILE) SHALL BE IN ACCORDANCE WITH 29 CFR 1926.62 AND SPECIFICATION SECTION 02 83 33 13 INCLUDING DUST CONTROL, EMPLOYEE

EXPOSURE ASSESSMENTS, AND WASTE CHARACTERIZATION.

PCB BALLASTS AND FLOURESCENT LIGHT TUBE NOTES

1. ALL FLUORESCENT LIGHTS TO BE DEMOLISHED SHALL BE INSPECTED. ALL BALLASTS NOT

SPECIFICALLY LABELED AS “NO-PCBS” OR “PCB FREE” WILL BE ASSUMED TO BE PCB-CONTAINING AND BE REMOVED AND DISPOSED OF AS PCB WASTE IN ACCORDANCE WITH THE REGULATIONS. PARTIAL DISASSEMBLY OF FLUORESCENT FIXTURES AND SELECTIVE DEMOLITION FOR ACCESS ARE INCLUDED

IN THE SCOPE OF WORK. REFER TO CONTRACT SPECIFICATIONS, ELECTRICAL DEMOLITION

DRAWINGS, REGULATIONS, AND CONTRACTOR'S APPROVED WORK PLAN FOR PCB-BALLAST REMOVAL

AND DISPOSAL PROCEDURES. HID LIGHTS ARE ASSUMED TO CONTAIN PCB-BALLASTS AND

MERCURY-CONTAINING BULBS.

2. NON-PCB LIGHT BALLASTS ARE TO BE RECYCLED OR DISPOSED IN ACCORDANCE WITH 02 84 16.

3. ALL FLUORESCENT LIGHT TUBES AND HID LIGHT BULBS ARE ASSUMED MERCURY-CONTAINING.

MERCURY-CONTAINING LIGHT TUBES/BULBS SHALL BE RECYCLED IN ACCORDANCE WITH THE

CONTRACT AND WITHOUT BREAKAGE ON SITE. REFER TO CONTRACT SPECIFICATIONS/DRAWINGS, REGULATIONS, AND CONTRACTORS APPROVED WORK PLAN FOR LIGHT TUBE RECYCLING

PROCEDURES.

4. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL ISOLATION OF ALL IMPACTED

LIGHT FIXTURES.

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:

H-102

MATERIAL

LOCATION

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

SEISMIC RETROFIT AND

RENOVATION BLDG. 3

VA Roseburg Healthcare System

653-21-102 director

11/07/2023 AF CBS

FULLY SPRINKLERED

Revisions: Date:

http://www.medtoxnw@msn.com

ED-TOX

SAFE ENVIROMENT OF AMERICA, INC dba

NORTHWEST

OCCUPATIONAL ENVIROMENTAL HEALTH SERVICES

(253) 351-0677 (253) 351-0688 (FAX)

129 A STREET N.W.

AUBURN, WASHINGTON 98001

ACM FLOOR TITLE MASTIC TO BE REMOVED 1750 SQ FT

ISSUED FOR

CONSTRUCTION

AutoCAD SHX Text E102

AutoCAD SHX Text

PORCH

AutoCAD SHX Text A209

AutoCAD SHX Text A211

AutoCAD SHX Text A208

AutoCAD SHX Text A210

AutoCAD SHX Text A206

AutoCAD SHX Text A207

AutoCAD SHX Text A203

AutoCAD SHX Text A204

AutoCAD SHX Text A201

AutoCAD SHX Text E203

AutoCAD SHX Text B201

AutoCAD SHX Text

TELECOM CLOSET

AutoCAD SHX Text B202

AutoCAD SHX Text B203

AutoCAD SHX Text B202A

AutoCAD SHX Text B203C

AutoCAD SHX Text B203A

AutoCAD SHX Text B203B

AutoCAD SHX Text E202

AutoCAD SHX Text E201

AutoCAD SHX Text E204

AutoCAD SHX Text

MODELNUMBER

AutoCAD SHX Text

TRADENAME

AutoCAD SHX Text

PRODUCT

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text K-2005

AutoCAD SHX Text

KINGSTON

AutoCAD SHX Text

C_LAVATORY

AutoCAD SHX Text

VITREOUS CHINA

AutoCAD SHX Text

MODELNUMBER

AutoCAD SHX Text

TRADENAME

AutoCAD SHX Text

PRODUCT

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

MODELNUMBER

AutoCAD SHX Text

TRADENAME

AutoCAD SHX Text

PRODUCT

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text K-2005

AutoCAD SHX Text

KINGSTON

AutoCAD SHX Text

C_LAVATORY

AutoCAD SHX Text

VITREOUS CHINA

AutoCAD SHX Text

VITREOUS CHINA

AutoCAD SHX Text

C_URINALS

AutoCAD SHX Text

DEXTER

AutoCAD SHX Text

K-5016-ET

AutoCAD SHX Text A205

SECOND FLOOR MATERIAL LOCATIONS SAMPLE LOCATIONS SCALE: NTS

ACM FLOOR TILE MASTIC

GENERAL NOTES

1. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND STRUCTURAL DRAWINGS FOR

REQUIRED PROJECT DETAILS AND COORDINATION.

2. ASBESTOS MATERIALS HAVE BEEN IDENTIFIED IN THE PROJECT AREA. ANY ASBESTOS-CONTAINING

MATERIALS THAT WILL BE IMPACTED BY THE PLANNED RENOVATION MUST BE REMOVED AND

DISPOSED OF PRIOR TO BEING DISTURBED.

3. FRIABLE AND NON-FRIABLE ASBESTOS THAT WILL BE IMPACTED BY RENOVATION ACTIVITIES MUST BE

REMOVED AND DISPOSED OF PROPERLY. ALL ASBESTOS WASTE WILL BE DISPOSED OF IN

ACCORDANCE WITH SPECIFICATION SECTION 02 82 13 19 AND APPLICABLE REGULATIONS.

4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND OBSTRUCTIONS. REFER TO BUILDING AS-BUILTS INCLUDING RENOVATION AS BUILTS FOR DETAILS.

5. ALL PAINTED SURFACES ARE ASSUMED TO CONTAIN AT LEAST TRACE LEVELS OF LEAD AND OTHER METALS; INCLUDING INTERIOR AND EXTERIOR PAINTS. ALL CONTRACTOR PERSONNEL WORKING ON THIS PROJECT SHALL HAVE LEAD AWARENESS TRAINING IN ACCORDANCE WITH 29 CFR 1926.62; THIS

INCLUDES ALL TRADES IMPACTING PAINTED SURFACES.

6. CONTRACTOR MUST SUBMIT ASBESTOS, LEAD, OTHER METALS. AND PCB ABATEMENT PLANS TO THE

VETERANS ADMINISTRATION (VA) FOR REVIEW AND APPROVAL PRIOR TO START OF WORK

ACTIVITIES.

ASBESTOS NOTES

1. ALL ASBESTOS WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SPECIFICATION SECTION 02 82 13 19.

2. THE ASBESTOS-CONTAINING MATERIALS IDENTIFIED ON THE DRAWING ARE SHOWN FOR REFERENCE.

THERE ARE PLANNED IMPACTS TO THE 9-INCH TAN STREAKED VINYL FLOOR TILE (VFT) WITH BLACK MASTIC SHOWN ON THE 1ST FLOOR AND THE 12-INCH ORANGE VFT WITH MASTIC SHOWN ON THE 2ND

AND 3RD FLOORS.

3. THE GENERAL CONTRACTOR AND ABATEMENT CONTRACTOR SHALL FIELD VERIFY ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND STRUCTURAL DETAILS AND DIMENSIONS THAT MAY IMPACT THE

WORK. THE CONTRACTOR SHALL VERIFY THE CONDITION, LOCATION, AND QUANTITIES OF

HAZARDOUS MATERIALS IN THE WORK AREA PRIOR TO SUBMITTING A BID.

4. REFER TO 02 82 13 19 AND CONTRACTOR'S APPROVED WORK PLAN FOR ASBESTOS REMOVAL AND

DISPOSAL PROCEDURES AND REQUIREMENTS.

5. THE CONTRACTOR IS REQUIRED TO READ THE INDIVIDUAL HAZARDOUS MATERIALS SURVEY REPORT FOR BUILDING 3 SUBMITTED BY MED-TOX NORTHWEST DATED DECEMBER 2022. THE CONTRACTOR IS TO FIELD VERIFY THE LIMITATIONS SECTIONS IDENTIFIED IN THE REPORT FOR THE DETERMINATION

OF HIDDEN MATERIALS.

LEAD-BASED PAINT NOTES

1. REFER TO SPECIFICATION SECTION 02 83 33 13 FOR LEAD REQUIREMENTS INCLUDING DISPOSAL AND

TESTING REQUIREMENTS.

2. THE CONTRACTOR SHALL ASSUME THAT LEAD IS PRESENT IN PAINTED OR PRIMERED SURFACES THROUGHOUT THE PROJECT. ALL WORK THAT MAY DISTURB PAINT OR PRIMER-CONTAINING LEAD OR OTHER LEAD BUILDING MATERIAL (SUCH AS CERAMIC TILE) SHALL BE IN ACCORDANCE WITH 29 CFR 1926.62 AND SPECIFICATION SECTION 02 83 33 13 INCLUDING DUST CONTROL, EMPLOYEE

EXPOSURE ASSESSMENTS, AND WASTE CHARACTERIZATION.

PCB BALLASTS AND FLOURESCENT LIGHT TUBE NOTES

1. ALL FLUORESCENT LIGHTS TO BE DEMOLISHED SHALL BE INSPECTED. ALL BALLASTS NOT

SPECIFICALLY LABELED AS “NO-PCBS” OR “PCB FREE” WILL BE ASSUMED TO BE PCB-CONTAINING AND BE REMOVED AND DISPOSED OF AS PCB WASTE IN ACCORDANCE WITH THE REGULATIONS. PARTIAL DISASSEMBLY OF FLUORESCENT FIXTURES AND SELECTIVE DEMOLITION FOR ACCESS ARE INCLUDED

IN THE SCOPE OF WORK. REFER TO CONTRACT SPECIFICATIONS, ELECTRICAL DEMOLITION

DRAWINGS, REGULATIONS, AND CONTRACTOR'S APPROVED WORK PLAN FOR PCB-BALLAST REMOVAL

AND DISPOSAL PROCEDURES. HID LIGHTS ARE ASSUMED TO CONTAIN PCB-BALLASTS AND

MERCURY-CONTAINING BULBS.

2. NON-PCB LIGHT BALLASTS ARE TO BE RECYCLED OR DISPOSED IN ACCORDANCE WITH 02 84 16.

3. ALL FLUORESCENT LIGHT TUBES AND HID LIGHT BULBS ARE ASSUMED MERCURY-CONTAINING.

MERCURY-CONTAINING LIGHT TUBES/BULBS SHALL BE RECYCLED IN ACCORDANCE WITH THE

CONTRACT AND WITHOUT BREAKAGE ON SITE. REFER TO CONTRACT SPECIFICATIONS/DRAWINGS, REGULATIONS, AND CONTRACTORS APPROVED WORK PLAN FOR LIGHT TUBE RECYCLING

PROCEDURES.

4. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL ISOLATION OF ALL IMPACTED

LIGHT FIXTURES.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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:

H-103

MATERIAL

LOCATION

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

SEISMIC RETROFIT AND

RENOVATION BLDG. 3

VA Roseburg Healthcare System

653-21-102 director

11/07/2023 AF CBS

FULLY SPRINKLERED

Revisions: Date:

http://www.medtoxnw@msn.com

ED-TOX

SAFE ENVIROMENT OF AMERICA, INC dba

NORTHWEST

OCCUPATIONAL ENVIROMENTAL HEALTH SERVICES

(253) 351-0677 (253) 351-0688 (FAX)

129 A STREET N.W.

AUBURN, WASHINGTON 98001

ACM FLOOR TITLE MASTIC TO BE REMOVED 250 SQ FT

ISSUED FOR

CONSTRUCTION

AutoCAD SHX Text B303C

AutoCAD SHX Text B301A

AutoCAD SHX Text B303B

AutoCAD SHX Text B303

AutoCAD SHX Text B302

AutoCAD SHX Text E301

AutoCAD SHX Text A301

AutoCAD SHX Text A303

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MODELNUMBER

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TRADENAME

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PRODUCT

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MATERIAL

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KINGSTON

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C_LAVATORY

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VITREOUS CHINA

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VITREOUS CHINA

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C_URINALS

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DEXTER

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K-5016-ET

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PRODUCT

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KINGSTON

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C_LAVATORY

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VITREOUS CHINA

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MODELNUMBER

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PRODUCT

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AutoCAD SHX Text A304

AutoCAD SHX Text A305

AutoCAD SHX Text A302

AutoCAD SHX Text A305A

AutoCAD SHX Text A301

AutoCAD SHX Text E300

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THIRD FLOOR MATERIAL LOCATIONS SAMPLE LOCATIONS SCALE: NTS

(SS)

(SD)

(UGP)

(COMM)

(GAS)

(WTR)

(FW)

X

WV

SD

S

ABANDONED IN PLACE AIP

ABBREVIATION ABBR

ADMINISTRATION ADMIN

AGGREGATE AGGR

AIR CONDITIONING A/C

ALTERNATE ALT

ALUMINUM AL

AMERICAN NATIONAL STANDARDS INSTITUTE ANSI

AMERICAN SOCIETY FOR TESTING AND MATERIALS ASTM

AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE

AMPERES A, AMPS

ANCHOR BOLT AB

APPROVED APVD

APPROXIMATE APPROX

ARCHITECT/ENGINEER A/E

ASBESTOR CEMENT PIPE ACP

ASPHALT ASPH

ASPHALT CONCRETE A.C.

AMERICAN WIRE GAUGE AWG

AUTOMATIC AUTO

AUXILIARY AUX

AVERAGE AVG

BELOW FINISH GRADE BFG

BITUMINOUS BITUM

BLOCKING BLKG

BRACING BRCG

BRACKET BRKT

BUILDING BLDG

CAST IRON CI

CATALOG CAT

CEILING CLG

CEMENT CEM

CENTER CTR

CENTER LINE CL

CHILLED / COLD WATER CW

CHILLED WATER RETURN CHWR

CHILLED WATER SUPPLY CHWS

CIRCULAR CIRC

CIRCUIT BREAKER CKT BRK

CLARK COUNTY AREA UNIFORM STANDARD

SPECIFICATIONS CCAUSS

CLEAR, CLEARANCE CLR

COMMUNICATIONS COMM, C

CONCRETE CONC

CONCRETE MASONRY UNITS CMU

CONDUIT (S) C, CONDS

CONDUIT ONLY CO

CONNECTION CONN

CONSTRUCTION CONSTR

CONTRACTING OFFICER'S REPRESENTATIVE COR

CONTROL JOINT CLJ

COPPER CU

CORPORATION CORP

CORRUGATED METAL PIPE CMP

CUBIC YARD CY

CULVERT CLVT

DATED DTD

DEEP DP

DETAIL DTL

DEGREE DEG

DEPARTMENT OF THE AIR FORCE DAF

DIAGONAL DIAG

DIAMETER DIA, Ø

DIMENSION DIM

DISTANCE DIST

DOUBLE DBL

DRAWING DWG

DROP INLET D.I.

EACH EA

EAST E

EDGE OF PAVEMENT EOP

ELECTRIC, ELECTRICAL ELEC

ELEVATION ELEV

EMERGENCY EMER

ENCLOSURE ENCL

ENGINEER ENGR

ENTRANCE ENTR

EQUAL EQL

EQUIPMENT EQUIP

EXISTING EX

EXISTING GRADE EG

EXPANSION JOINT EXP JT

EXPOSED EXP

EXTERIOR EXT

FACILITY FACIL

FEET FT

FIBER OPTICS FO

FINISH FLOOR FF

FINISH GRADE FG

FIRE F

FIRE HYDRANT FH

FIRE PROTECTION FP

FITTING FTG

FLANGED FLG

FLOOR FLR

FLOW LINE FL

FOOT FT

FOOTING FTG

FUTURE FUT

GAGE OR GAUGE GA

GALLONS/HOUR GPH

GALLONS/MINUTE GPM

GALVANIZED GALV

GATE VALVE GV

GENERAL GENL

GOVERNMENT GOVT

GRADE GR

GROUND GND

GROUND FAULT INTERRUPTING GFI

GYPSUM GYP

HAZARDOUS WASTE HAZ W

HEIGHT HT

HIGH POINT HPT

HORIZONTAL HORIZ

HOT WATER HW

HOT WATER RETURN HWR

HOT WATER SUPPLY HWS

HOUR HR

INCH IN

INSIDE DIAMETER ID

INSULATION INSUL

INVERT INV

JOINT JT

LEFT LT

LENGTH, LONG LG

LIGHTING LTG

LOW POINT LP

MACHINE MACH

MAGNETIC MAG

MAINTENANCE MAINT

MANHOLE MH

MANUFACTURER MFR

MATERIAL MATL

MAXIMUM MAX

MECHANICAL MECH

METAL MET

MILLIONS GALLONS PER DAY MGD

MINIMUM MIN

MISCELLANEOUS MISC

NEVADA NV

NON-INSULATED METAL NIM

NOMINAL NOM

NORMAL NORM

NORTH N

NOT IN CONTRACT NIC

NOT TO SCALE NTS

NUMBER #

OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION OSHA

ON CENTER O.C.

OPPOSITE OPP

OUTSIDE DIAMETER OD

OVER HEAD OVHD

OVER O/

PAVEMENT PVMT

PLACES PLCS

PLATE PL

POINT PT

POLE, POWER P

POLYVINYL CHLORIDE PVC

POST INDICATOR VALVE PIV

POUNDS LBS

PROJECT ENGINEER PE

RADIUS RAD, R

REFERENCE REF

REINFORCING REINF

REQUIRED REQ'D

REVERSE REVR

REVISIONS REV

RIGHT RT

RIGID STEEL RS

ROAD RD

ROOM RM

ROUND RND

SANITARY SEWER SS

SANITARY SEWER MANHOLE SMH

SCHEDULE SCH, SCHED

SECTION SECT

SEWER S

SEWER CLEANOUT SCO

SHEET SHT

SHEET METAL SH MET

SHOULDER SHLDR

SIDEWALK SW

SIMILAR SIM

SLOPE / SOUTH S

SPECIFICATION SPEC

SQUARE SQ

STANDARD STD

STATEMENT OF WORK SOW

STATION STA

STEAM ST

STEEL STL

TELEPHONE TEL

THICK THK

THRUST BLOCK TB

TOP OF CURB TC

TRANSFORMER XFMR

TYPICAL TYP

UNDERGROUND UGND

UNFINISHED UNFIN

UNIFORM BUILDING CODE UBC

UNITED STATES US

UNIFORM STANDARDS SPECIFICATIONS USSCCA

CLARK COUNTY AREA

VOLTAGE V

WASTE, WATER, WEST, WIDTH W

WEIGHT WT

YARD YD

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

S&B CHRIST CONSULTING, LLC.

9555 HILLWOOD DRIVE, #160

LAS VEGAS, NV 89134

(702) 202-6004

POC: PETER MOSER

B& S&B CHRIST CONSULTING, LLCS

CC

B& S&B CHRIST CONSULTING, LLCS

CC

A/E, ENVIRONMENTAL, ASSET MANAGEMENT & CM SERVICES

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

SEISMICALLY MITIGATE BLDG. 3

VA Roseburg Healthcare System

653-21-102 director

NOVEMBER 7, 2023

ISSUED FOR CONSTRUCTION

FULLY SPRINKLERED

Revisions: Date:

P.Moser C.Que

A/E:

Consultant:

C-001

LEGEND &

ABBREVIATIONS

P:

\P ro je ct s\

Bl ue

T rid en t -

T O

VA

R os eb ur g Bl dg

S ei sm ic

R et ro fit

\E ng in ee rin g\

D ra w in gs \P ro du ct io n D ra w in gs

\0

3- G

-0

G

EN

ER

AL

.d w g

11/7/2023

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(GAS)

(GAS)

(GAS)

(G

AS)

(G

AS)

(G

AS

(G

AS

(G

AS

(GAS)

(WTR)

(WTR)

(WTR)

(WTR)

(WTR)

(WTR)

(S D

(S

D

(S D

(S

D

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(S D

(S

D

(S D

(S

D

(WTR)

(W

TR)

(W

TR

(W

TR)

(W

TR)

(W

TR)

(W

TR

(W

TR

(W

TR

(W

TR)

(WTR)

(WTR)

(WTR)

(WTR)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(WTR)

(U

GP)

(U

GP)

(U

GP)

(U

GP)

(U

GP)

(U

GP)

(U

GP)

(UGP)

(UGP)

(UGP)

EX GAS

METER

EX BUILDING 3

CENTENNIAL DRIVE

(PAVED) (PRIVATE)

EX ELEC

EQUIPMENT

EX BACKFLOW DEVICES

EX BUILDING 14

EX SS MH

18" INV IN N

12" INV IN W

18" INV OUT S

EX STORMDRAIN

MANHOLE

EX SHADE

STRUCTURE

EX 4" S

D

EX 4" SD

EX 4" SD

EX 6" SD

EX

6"

S D

EX

" S D

EX

" S D

EX

" S S

EX 2 1 2" W

TR

EX 5" SS CI

FOR 5'

EX PIV

EX

G

AS

EX G

AS

EX

P

OW

ER

EX

P

OW

ER

UNKNOWN WATER

CONNECTIONS

EX

CHILLERS

EX

TRANSFORMER

EX ELEC

SWITCHES

AREA OF DISTURBANCE

AREA OF

DISTURBANCE

AREA OF

DISTURBANCE

EX STEAM CONNECTION

EX COMMUNICATIONS CONNECTION

EX FDC

EX DOMESTIC

WATER CONNECTION

EX FIRE WATER

CONNECTION

CONSTRUCTION NOTES

DEMO EXISTING CONCRETE SIDEWALK.

DEMO EXISTING STORM DRAIN DROP INLET.

PROTECT IN PLACE EXISTING TREE.

DEMO EXISTING PORCH DECK AND FOOTINGS. PRESERVE AND REPAIR EXISTING STAIRWAY

BENEATH PER ARCHITECTURAL DRAWINGS.

DEMO EXISTING STORM DRAIN PIPE AND CAP CONNECTION TO EXISTING STORM DRAIN

MANHOLE.

EXPOSE AND INSPECT EXISTING DOWNSPOUTS AND LATERALS TO MAIN LINE. REMOVE

DETERIORATED MATERIAL AT FIVE (5) LOCATIONS AS SHOWN.

DEMO EXISTING RAMP AND HANDRAILS.

DEMO EXISTING RETAINING WALL.

BASIS OF BEARINGS

The Basis of Bearing is North 78° 40' 34" East, 749.70 feet from SBCC control point #10 to SBCC control point 51. These positions were derived from GPS observations with corrections applied from an OPUS solution, depicted in U.S. Survey Feet, NAD83(2011)Epoch 2010.0000, based on the Oregon State Plane Coordinate System, South Zone, as measured at grid. Grid to Ground Combined Factor= 1.000123565 at SBCC control point #10.

BENCHMARK

The Project Benchmark is SBCC control point 50, a set PK nail in asphalt, approximately 4-feet southwest of the southwesterly curb face for the median island in the center of the northwest approach from NW Veterans Way to Building 3, depicted in U.S. Survey Feet, NAVD 88 Datum, with corrections applied from an OPUS solution.

Elevation= 460.21 U.S. Survey Feet, 140.272 meters (NAVD 88 Datum) Conversion to NAVD29= -3.48-feet as per NOAA Online Vertical Datum Transformation at LAT/LONG Point 50.

Pt# Northing Easting Elev. Description LAT/LONG (dec.deg.)

10 579992.2070' 4157084.7590' 466.84' GPS BASE PK

N043.22221329 W123.36766795

50 580256.3220' 4157355.3720' 460.21' CP 50 PK N043.22296297

W123.36668713

51 580139.4140' 4157819.8600' 462.96' CP 51 PK N043.22268598

W123.36493039

52 579912.2870' 4157339.3290' 454.69' CP 52 PK N043.22201804

W123.36670311

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

S&B CHRIST CONSULTING, LLC.

9555 HILLWOOD DRIVE, #160

LAS VEGAS, NV 89134

(702) 202-6004

POC: PETER MOSER

B& S&B CHRIST CONSULTING, LLCS

CC

B& S&B CHRIST CONSULTING, LLCS

CC

A/E, ENVIRONMENTAL, ASSET MANAGEMENT & CM SERVICES

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

SEISMICALLY MITIGATE BLDG. 3

VA Roseburg Healthcare System

653-21-102 director

NOVEMBER 7, 2023

ISSUED FOR CONSTRUCTION

FULLY SPRINKLERED

Revisions: Date:

P.Moser C.Que

A/E:

Consultant:

CR101

DEMOLITION

PLAN

P:

\P ro je ct s\

Bl ue

T rid en t -

T O

VA

R os eb ur g Bl dg

S ei sm ic

R et ro fit

\E ng in ee rin g\

D ra w in gs \P ro du ct io n D ra w in gs

\0

3- C

R

1- D

EM

O

P

LA

N .d w g

GENERAL NOTES:

1. ENGINEER ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS AND ELEVATIONS.

EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATIONS AND ELEVATIONS OF ALL

UTILITIES, INCLUDING BUT NOT LIMITED TO, THE WATER, FIRE, SANITARY SEWER, STORM

SEWER, COMMUNICATIONS, POWER, GAS, AND IRRIGATION PRIOR TO THE COMMENCEMENT OF

CONSTRUCTION. IF CONFLICTS ARE ENCOUNTERED IN THE FIELD, THE CONTRACTOR IS TO

NOTIFY THE COR, AND THE PROJECT ENGINEER IMMEDIATELY.

2. UNLESS OTHERWISE INDICATED, ALL SURFACE FEATURES AND UTILITY INFRASTRUCTURE TO

BE PROTECTED IN PLACE.

3. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FEATURES,

STRUCTURES, OR UTILITIES TO REMAIN. CONTRACTOR SHALL MATCH OR EXCEED CURRENT

CONDITION OF THOSE FEATURES OR UTILITIES TO REMAIN.

4. CONTRACTOR SHALL MAINTAIN THE SITE FREE OF TRASH AND DEBRIS. THE CONTRACTOR IS

RESPONSIBLE FOR THE REMOVAL OF TRASH AND DEBRIS DAILY. NO TRASH OR DEBRIS SHALL

BE DISPOSED OF ONSITE.

5. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF

SHRUBS, PLANTS, AND TREES TO REMAIN.

6. PRIOR TO ANY UTILITY OUTAGES, CONTRACTOR SHALL COORDINATE WITH CONTRACTING

OFFICER'S REPRESENTATIVE. CLEARANCE IS REQUIRED PRIOR TO START OF DEMOLITION.

CONTRACTOR SHALL SUBMIT WRITTEN NOTIFICATION NOT LESS THAN 28 CALENDAR DAYS IN

ADVANCE OF EACH INTERRUPTION. NO SINGLE UTILITY OUTAGE SHALL EXCEED FOUR (4)

HOURS AT A TIME OR MORE THAN ONCE IN A 2-WEEK PERIOD UNLESS APPROVED IN WRITING

BY THE CONTRACTING OFFICER.

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(SS)

(SS)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(S S)

(GAS)

(GAS)

(GAS)

(G

AS)

(G

AS)

(G

AS)

(G

AS

(G

AS

(G

AS

(GAS)

(WTR)

(WTR)

(WTR)

(WTR)

(WTR)

(WTR)

(S D

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD

(SD

(SD

(SD

(SD

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(WTR)

(W

TR

(W

TR)

(W

TR)

(W

TR)

(W

TR

(WTR)

(WTR)

(WTR)

(WTR)

(SD)

(SD)

(SD)

(SD)

(SD)

(SD)

(WTR)

(U

GP)

(U

GP)

(U

GP)

(U

GP)

(U

GP)

(U

GP)

(U

GP)

(UGP)

EX FDC

EX GAS

METER

CENTENNIAL DRIVE

(PAVED) (PRIVATE)

EX DOMESTIC

WATER CONNECTION

EX BUILDING 14

EX SS MH

RIM: 458/43

18" INV IN N

12" INV IN W

18" INV OUT S

EX 4" S

D

EX 4" SD

EX 4" SD

EX 6" SD

EX

6"

S D

EX

" S S

EX 2 1 2" W

TR

EX 5" SS CI

FOR 5'

EX PIV

UNKNOWN WATER

CONNECTIONS

SD

SD

SD

SD

S

EX BUILDING 3

FFE: (453.6)

NEW BUILDING

ADDITION

FFE: 453.6

EX SHADE

STRUCTURE

EX CHILLERS

(PROTECT IN PLACE)

EX TRANSFORMER

(PROTECT IN PLACE)

EX ELEC SWITCHES

(PROTECT IN PLACE)

8" PVC SD

12.5 LF @ 1.0%

8" PVC SD

16.0 LF @ 1.0%

8" PVC SD

26.3 LF @ 1.0%

6.

0'

5.0

AREA OF DISTURBANCE

AREA OF

DISTURBANCE

AREA OF

DISTURBANCE

4.5

6.0'

10.0'

.0'

EX STEAM

CONNECTION

EX COM

CONNECTION

8" PVC SD

7.4 LF @ 1.0%

8" PVC SD

18.3 LF @

1.0%

.5'

13.0'

5.5

8" PVC SD

10.2 LF @ 1.0%

R10.0'

R32.0'

R38 .0'

4.5'

7.0'

28.5'

21.5'

5.0'

6.5'

27.5'

.5

EX FIRE WATER

CONNECTION

CONSTRUCTION NOTES

CONSTRUCT NEW CONCRETE SIDEWALK AND TIE INTO EXISTING, PER DETAIL 2, SHEET CD501.

INSTALL NEW STORM DRAIN DROP INLET, PER DETAIL 5, SHEET CD501.

CONNECT DRAIN LINE FROM SUMP PUMP IN THE NEW ELEVATOR SHAFT AND DRAIN TO

PROPOSED ADJACENT DROP INLET. REFER TO MECHANICAL SHEETS FOR SUMP PUMP DETAILS.

CONSTRUCT 5' X 6' ADA RAMP SIDEWALK LANDING AT 2% MAX SLOPE.

TIE PROPOSED STORM DRAIN PIPES INTO EXISTING MANHOLE, PER DETAIL 7, SHEET CD501.

PROTECT IN PLACE EXISTING ELECTRICAL PAD AND EQUIPMENT.

INSTALL NEW ADA RAMP AND DETECTABLE TACTILE STRIPS AND TIE INTO EXISTING ROADWAY, PER DETAILS 3 & 4, SHEET CD501.

CONSTRUCT 2' WIDE V-CHANNEL DRAINAGE SWALE, PER GRADING PLAN.

TIE IN NEW SIDEWALK AT EXISTING STAIRS. SEE ARCHITECTURAL PLANS.

PROTECT IN PLACE EXISTING SANITARY SEWER MANHOLE.

PROTECT IN PLACE EXISTING TREE.

CONNECT NEW DOWNSPOUTS AT TWO (2) LOCATIONS TO 4" SDR 35 DRAIN PIPE LATERAL.

DISCHARGE LATERAL AS SHOWN TO NEW STORM DRAIN DROP INLET.

REMOVE AND REPLACE EXISTING 90° ELBOW FROM DOWNSPOUT AND THE 4" LATERAL

CONNECTION FROM THE DOWNSPOUT TO THE MAIN STORM DRAIN LINE AT FIVE (5) LOCATIONS

AS SHOWN. DRAIN PIPE SHALL BE 4" SDR 35 PVC. TRENCH AND BACKFILL PER DETAIL 1, SHEET

CD501.

INSTALL NEW 4" PVC SIDEWALK UNDER DRAIN.

INSTALL NEW 1' RETAINING WALL ALONG NEW SIDEWALK, PER DETAIL 6, SHEET CD501.

CONSTRUCT NEW ABA ACCESSIBLE SITTING AREA, CONCRETE PAD, PER DETAIL 2, SHEET CD501.

INSTALL NEW MANHOLE AND TIE IN TO EXISTING SANITARY SEWER PIPE, PER DETAIL 8 ON SHEET

CD501.

BASIS OF BEARINGS

The Basis of Bearing is North 78° 40' 34" East, 749.70 feet from SBCC control point #10 to SBCC control point 51. These positions were derived from GPS observations with corrections applied from an OPUS solution, depicted in U.S.