20-102195-SITE PLANCCS Federal Way Service Center Interior Improvements
ABBREVIATIONS
<
ANGLE
F.D.C.
FIRE DEPARTMENT CONNECTION
N.T.S.
NOT TO SCALE
@
AT
EXT.
EXTERIOR
OA.
OVERALL
A.B.
ANCHOR BOLT
F.B.
FLUSH BEAM
OBS.
OBSCURE
A.C.T.
ACOUSTICAL CEILING TILE
F.D.
FLOOR DRAIN
O.C.
ON CENTER
ADJ.
ADJUSTABLE
FDN.
FOUNDATION
O.D.
OUTSIDE DIAMETER
ADD.
ADDITIONAL
F.E.C.
FIRE EXTINGUISHER CABINET
OPP.
OPPOSITE
A.F.F.
ABOVE FINISH FLOOR
FIN.
FINISH
O.S.B.
ORIENTED STRAND BOARD
ALT.
ALTERNATE
FL.
FLOOR
P.L.,
PROPERTY LINE
ALUM.
ALUMINUM
F.O.I.C.
FURNISHED BY OWNER
PL.
PLATE
APPROX.
APPROXIMATE
INSTALLED BY CONTRACTOR
P.LAM.
PLASTIC LAMINATE
ARCH.
ARCHITECTURAL
F.O.S.
FACE OF STUD
PLYWD.
PLYWOOD
AUTO.
AUTOMATIC
F.R.P.
FIBERGLASS REINFORCED PANEL
PR.
PAIR
BM.
BEAM
FT or FTG.
FEET, FOOT OR FOOTING
P.R.V.
PRESSURE REDUCER VALVE
BLDG.
BUILDING
GA.
GAUGE
P.S.F.
POUNDS PER SQUARE FOOT
BLKG.
BLOCKING
GALV.
GALVANIZED
P.S.I.
POUNDS PER SQUARE INCH
BSMT.
BASEMENT
GL.
GLASS OR GLAZING
P.S.L.
PARALLEL STRAND LUMBER
BOT.
BOTTOM
G.L.B.
GLUELAM BEAM
P.T.
PRESSURE TREATED
B.O.F.
BOTTOM OF FOOTING
G.M.M.U.
GLASS MESH MORTAR UNIT
R.
RISER
CAB.
CABINET
G.W.B.
GYPSUM WALL BOARD
RAID.
RADIUS
C.B.
CATCH BASIN
H.B.
HOSE BIBB
R.D.
ROOF DRAIN & OVERFLOW
CFM.
CUBIC FEET PER MINUTE
H.C.
HOLLOW CORE
REINF.
REINFORCED, REINFORCING
CL
CENTER LINE
HDR.
HEADER
REQ'D.
REQUIRED
CLG.
CEILING
HD.WD.
HARD WOOD
REV.
REVISION
CLOS.
CLOSET
HDW.
HARDWARE
R.O.
ROUGH OPENING
CLR.
CLEAR
H, HGT
HEIGHT
S.A.M.
SELF ADHERING MEMBRANE
C.M.U.
CONCRETE MASONRY UNIT
H.M.
HOLLOW METAL
S.C.
SOLID CORE
C.O.
CLEANOUT
HORIZ.
HORIZONTAL
S.D.
SMOKE DETECTOR
COL.
COLUMN
HTR.
HEATER
S.F.
SQUARE FOOT OR FEET
CONC.
CONCRETE
H.V.A.C.
HEATING, VENTILATION
S.GL.
SAFETY GLASS
CONT.
CONTINUOUS
AND AIR CONDITIONING
SHT.
SHEET
CTR
CENTER
H.W.
HOT WATER TANK
SIM.
SIMILAR
C.T.
CERAMIC TILE
IBC
INTERNATIONAL BUILDING CODE
S&P
SHELF AND POLE
CU
CUBIC
I.D.
INSIDE DIAMETER
SPEC.
SPECIFICATION
d
PENNY (NAILS)
IN or
INCH, INCHES
SQ.
SQUARE
D.
DRYER OR DEPTH
INSUL.
INSULATION
STD.
STANDARD
DBL.
DOUBLE
INT.
INTERIOR
STOR.
STORAGE
DET.
DETAIL
LAV.
LAVATORY
T.
TREAD OR THICKNESS
D.F.
DOUGLAS FIR
LB.
POUND
TEL.
TELEPHONE
DIA.
DIAMETER
L.F.
LINEAR FEET
T&G
TONGUE AND GROOVE
DIM.
DIMENSION
L.S.
LIGHTSWITCH
T.K.
TIGHT KNOT
DN.
DOWN
L.S.L.
LAMINATED STRAND LUMBER
T.O.C.
TOP OF CONCRETE
DR.
DOOR
L.V.L.
LAMINATED VENEER LUMBER
T.O.W.
TOP OF WALL
D.S.
DOWNSPOUT
MATL.
MATERIAL
TYP.
TYPICAL
DW.
DISHWASHER
MAX.
MAXIMUM
U.N.O.
UNLESS NOTED OTHERWISE
DWG.
DRAWING
MECH.
MECHANICAL
V.C.T.
VINYL COMPOSITION TILE
DWR.
DRAWER
MET.
METAL
VERT.
VERTICAL
(E), EXIST.
EXISTING
MFR.
MANUFACTURER
V.G.
VERTICAL GRAIN
EA.
EACH
MIN.
MINIMUM
V.I.F.
VERIFY IN FIELD
E.J.
EXPANSION JOINT
MISC.
MISCELLANEOUS
W.
WASHER OR WIDTH
EL., ELEV.
ELEVATION
M.O.
MASONRY OPENING
W/
WITH
ELEC.
ELECTRICAL
N.
NORTH
WD
WOOD
E.O.
ELECTRICAL OUTLET
(N)
NEW
W/0
WITHOUT
EQ.
EQUAL
N.I.C.
NOT IN CONTRACT
W.R.
WATER RESISTANT
EQUIP.
EQUIPMENT
NO., #
NUMBER
W.R.B.
WEATHER RESISTANT BARRIER
E.W.
EACH WAY
N.F.A
NET FREE AREA
W.S.E.C.
WASHINGTON STATE
ENERGY CODE
W.W.F.
WELDED WIRE FABRIC
TRAVEL DISTANCE
TO EXIT #3 = 68'-6" —/
EXIT #3
REQUIRED WIDTH = 7 x 0.2" = 5.6"
PROPOSED WIDTH = 36"
28
534
GENERAL NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A WEATHERTIGHT BUILDING, DETAILS AND OMISSIONS
NOTWITHSTANDING. ALL DRAWING CONFLICTS OR CONDITIONS ARE TO BE BROUGHT TO THE IMMEDIATE
ATTENTION OF THE ARCHITECT FOR RESOLUTION. IF CONFLICTS AMONG DRAWINGS SHOULD OCCUR, THE LARGER
SCALE DRAWING SHALL GOVERN.
2. ALL DIMENSIONS ARE MEASURED TO FACE OF STUD, CENTERLINE OF COLUMN OR FACE OF CONCRETE, UNLESS
NOTED OTHERWISE (U.N.O.).
3. CONTRACTOR SHALL VERIFY ALL LEVELS, DIMENSIONS AND EXISTING CONDITIONS ON THE JOB BEFORE
PROCEEDING AND SHALL REPORT ANY DISCREPANCIES TO THE PROJECT REPRESENTATIVE FOR RESOLUTION
PRIOR TO PROCEEDING. DIMENSIONS NOTED AS PLUS OR MINUS INDICATE UNVERIFIED DISTANCE BETWEEN
EXISTING REFERENCE AND ARE APPROXIMATE.
4. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS.
DEFERRED SUBMITTALS
THE CONTRACOR SHALL SUBMIT THE FOLLOWING PERMIT APPLICATIONS AS DEFERRED SUBMITTTALS TO THE
AUTHORITY HAVING JURISDICTION:
1. PLUMBING PERMIT
2. ELECTRICAL PERMIT
PROJECT INFORMATION
NAME OF PROJECT:
CCS FEDERAL WAY - SERVICE CENTER INTERIOR IMPROVEMENTS
BUILDING ADDRESS:
33505 13TH PLACE S
FEDERAL WAY, WA 98003
APPLICABLE CODES:
2015 INTERNATIONAL BUILDING CODE (IBC) WITH WA STATE AMENDMENTS
WASHINGTON STATE FIRE CODE
ICC/ANSI A117.1-2015 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES
2015 INTERNATIONAL MECHANICAL CODE (IMC)
2015 INTERNATIONAL FUEL GAS CODE (IFGC)
2015 INTERNATIONAL FIRE CODE (IFC)
2015 UNIFORM PLUMBING CODE (UPC)
2017 NATIONAL ELECTRICAL CODE (NEC)
2015 WASHINGTON STATE ENERGY CODE (WSEC) - COMMERCIAL PROVISIONS
TAX I.D./PARCEL NUMBER:
9265030053
LEGAL DESCRIPTION:
WEST CAMPUS OFFICE PARK DIV 4 E 135 FT OF LOT 1 KCSP NO 879108 REC NO 7912030873 SD SP DAF LOT 5 SD
SUBD -- AKA LOT B OF KC LLA #1182021 REC #8212070347
PROJECT DESCRIPTION:
TENANT IMPROVEMENT OF EXISTING SPACES TO CREATE NEW OFFICE SPACES AND ASSOCIATED FINISH UPGRADES
OF NEW OFFICES AND EXISTING DAY CENTER.
LOT SIZE: 19,980 SF
ZONING: OP - OFFICE PARK
CONSTRUCTION TYPE (EXISTING AND PROPOSED): V-B
PROPOSED OCCUPANCY (EXISTING AND PROPOSED): A-3, B
SPRINKLER SYSTEM: NONE
OVERALL DIAGONAL DISTANCE OF AREA = 92'-6"
REQUIRED MIN EXIT SEPARATION = 92'-6" / 2 = 46'-3"
PROPOSED EXIT SEPARATION = 46'-6"
(E) DAY CENTER I = 36 E( -) OFFICE
Im ♦ 100
0
95 EXIT #3
ELLSHW — 1 100 COPY/MAIL 1 REQUIRED WIDTH = 22 x 0.2" = 10.8"
STORAGE RECEPTION O PROPOSED WIDTH = 36"
(E) STORAGE (E) LAUNDRY E SHWR,'" 1 = 1 1 WAITING
TRAVEL (E) RR (Ej RR 16 OFFICE 1 130 7105 1 412 = 4
DISTANCE TO 1 100 100 1 100
EXIT #2 = 38' 11" E RR BREAK RM 0 � � � �, 1 - 2 -2
(E) CONF. RM-----__U 116 OPEN OFFICE 1 I
4 = 2 �
91
= 1 `� 100 915 = 10 1 1 OFFICE
100 �- 100 1
1 RR 1 ��.,�� 1 1 T 1 i
_ 88 =1
r 1 1 1 1 100
(E) CONF. RM
123 =2 1 Lw� ����w
100 C •
EXIT #2
REQUIRED WIDTH = 10 x 0.2" = 2" 10
PROPOSED WIDTH = 36"
E OFFICE
1 196
- 2
1 100
(E) KITCHEN
221
15 =16
CONF' RM �!�-..1 — OVERALL DIAGONAL DISTANCE OF AREA = 93'-9"
OFFICE OFFICE
1 OF CE r REQUIRED MIN EXIT SEPARATION = 93'-9" / 2 - 46'-3"
PROPOSED EXIT SEPARATION = 75'-1"
• ,
92 =1 80 =1 124 = 2
100 100 100
VA
CODE ANALYSIS
TENANT IMPROVEMENT PROJECT AREA:
+/- 4484 S.F. (TO INSIDE FACE OF EXTERIOR WALLS)
CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION
OCCUPANCY GROUP - EXISTING & PROPOSED:
ASSEMBLY GROUP A-3 (EXISTING & PROPOSED)
BUSINESS GROUP B (EXISTING & PROPOSED)
CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS
503 BUILDING HEIGHT: NO CHANGES PROPOSED
NO. OF STORIES: 1 STORY (NO CHANGES PROPOSED)
506 NO CHANGES PROPOSED TO BUILDING AREA
508.4 NO SEPARATION REQUIRED BETWEEN NONSEPARATED OCCUPANCIES (B AND B)
CHAPTER 6 - TYPES OF CONSTRUCTION
NO CHANGES PROPOSED TO EXISTING CONSTRUCTION TYPE
NO CHANGES PROPOSED TO EXISTING STRUCTURAL BUILDING ELEMENTS
�r:� 3�x:��s��l:��:��y��r:�►�.��:�:�rl►�H�•�:� i��u��l►�Ha�a►��la►r�
NONBEARING, INTERIOR REQ'D PROPOSED
0-H R 0-H R
CHAPTER 8- INTERIOR FINISHES
TABLE 803.11 INTERIOR WALL & CEILING FINISH REQ. BY OCCUPANCY GROUP IN NON-SPRINKLERED BUILDINGS
GROUP EXIT ENCLOSURES CORRIDORS ROOMS
B A B C
CHAPTER 9- FIRE PROTECTION SYSTEMS
CHAPTER 10 - MEANS OF EGRESS
1004.1.2 FLOOR AREA ALLOWANCES PER OCCUPANT
FUNCTION OCCUPANT LOAD FACTOR
ASSEMBLY AREA (A-3) 15 GROSS SF
BUSINESS AREAS 100 GROSS SF
1006.2.1 TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED WHERE THE
DESIGN OCCUPANT LOAD OR THE COMMON PATH OF EGRESS TRAVEL DISTANCE EXCEEDS THE
VALUES LISTED IN TABLE 1006.2.1
1007.1.1 WHERE TWO EXITS, EXIT ACCESS DOORWAYS, EXIT ACCESS STAIRWAYS OR RAMPS, OR ANY
COMBINATION THEREOF ARE REQUIRED FROM ANY PORTION OF THE EXIT ACCESS THEY SHALL BE
PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-HALF OF THE LENGTH OF THE MAXIMUM
OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED MEASURED IN A STRAIGHT
LINE BETWEEN THEM
1017.2 EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED THE VALUES GIVEN IN TABLE 1017.2
OCCUPANCY: A, B
WITHOUT SPRINKLER SYSTEM: 200 FEET
CHAPTER 11- ACCESSIBILITY
IBC 1103.1 SITES BUILDINGS STRUCTURES, FACILITIES, ELEMENTS AND SPACES SHALL BE ACCESSIBLE TO
INDIVIDUALS WITH DISABLITIES.
CHAPTER 29 - PLUMBING SYSTEMS
TABLE 2902.1 MINIMUM REQUIRED NUMBER OF REQUIRED PLUMBING FIXTURES
OCCUPANCY
B TOILETS: 1 PER 25 FOR THE FIRST 50, 1 PER 50 FOR THE REMAINDER EXCEEDING 50
LAVATORIES: 1 PER 40 FOR THE FIRST 80, AND 1 PER 80 FOR THE REMAINDER EXCEEDING 80
FIXTURE COUNTS:
GENDER TOILETS REQ'D TOILETS PROVIDED LAV'S REQ'D LAV'S PROVIDED
MALE 1 2 1 2
FEMALE 1 2 1 2
148' - 0"
DRAWING INDEX
T1.1 COVER SHEET & CODE ANALYSIS
T1.2 EXISTING STRUCTURAL FIELD REPORT
A2.1 DEMO PLAN
A2.2 DEMOLITION CEILING PLAN
A2.3 FLOOR PLAN
A2.4 REFLECTED CEILING PLAN
A6.1 INTERIOR ELEVATIONS
A6.2 INTERIOR DETAILS & FINISH SCHEDULE
A8.1 DOOR SCHEDULE & TYPES
PROJECT TEAM
OWNER:
CATHOLIC COMMUNITY SERVICES OF WESTERN WA
100- 23RD AVENUE SOUTH
SEATTLE, WA 98144
CONTACT: LISA CHRISTEN
(206)771-3131
lisach@ccsww.org
ARCHITECT:
ENVIRONMENTAL WORKS
402 15TH AVE. EAST
SEATTLE, WA 98112
CONTACT: CHRISSIE SEILIE
(206) 787-1389
cseilie@eworks.org
LEGENDS AND SYMBOLS
BUILDING SECTION
SECTION NUMBER
SHEET NUMBER
WALL SECTION
SECTION NUMBER
SHEET NUMBER
CALLOUT
SECTION NUMBER
- SHEET NUMBER
DETAIL REFERENCE
SECTION NUMBER
_ SHEET NUMBER
■
d \.
336th
City of Federal Way
Building Division
APPROVED AS CORRECTED
Date: 02/09/2021
Approved By: GKirk
O
EXTERIOR ELEVATION
DETAIL NUMBER
SHEET NUMBER
INTERIOR ELEVATION
DETAIL NUMBER
SHEET NUMBER
WALL TYPE
DOOR NUMBER
WINDOW TYPE
N
PROJECT SITE
■
■
environmental
WORKS
Communoty Desogn Center
402 15th Avenue East
Seattle, Washington 98112
phone: 206.329.8300
fax: 206.329.5494
CCS Federal Way
Service Center Interior
Improvements
3350513th Place S
Federal Way, WA 98003
580"REGISTERED
iam.nger
STATE OF WASHINGTON
COVER SHEET &
CODE ANALYSIS
Date
01 /27/2021
Permit Revision
Revisions
Drawn By:
CC, CS
Checked By (P.M.):
CS
Checked By (Q.C.):
BS
Project No.
19063A
RESUBMITTED
1/27/2021
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
13TH PLACE S
M
Code Diagram Site Plan Location Ma
3/32" = V-0" 1/16" = V-0" 1" = 20'-0"
T1. 1 ..