10-105210 (2)GENERAL NOTES
ABBREVIATIONS
PROJECT DATA I DRAWING INDEX
I. ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENT REGULATORY CODES FOR THE STATE
OF WASHINGTON AND THE LOCAL JURISDICTIONS. SEE PROJECT DATA SECTION FOR CURRENT
APPLICABLE CODES.
2. CONTRACTOR 15 TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC., AND
NOTIFY THE DESIGNER OF ANY AND ALL D150REPANCIE5 PRIOR TO PROCEEDING WITH THE
WORK.
3. CONTRACTOR SHALL VERIFY ALL "BUILDING STANDARDS" WITH BUILDING LANDLORD PRIOR
TO BEGINNING ANY WORK. HOWEVER, THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM
THE CONTRACT DOCUMENTS WITHOUT THE DESIGNER'S WRITTEN APPROVAL THEREOF. THE
CONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGNER HARMLESS FROM
ANY CLAIMS ARISING AS A RESULT OF UNAPPROVED CHANGES.
4. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES AND ALL AREAS SHALL BE LEFT IN
A GLEAN (BROOM) CONDITION AT ALL TIMES.
5. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY ANY
WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS WELL AS
ALL REVISIONS, ADDENDA AND CHANGE ORDERS. THE CONTRACTOR SHALL ALSO
MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS,
ADDENDA AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES WHICH ARE TO BE UNDER
THE CARE OF THE JOB SUPERINTENDENT.
6. ALL OPERATIONS CONDUCTED ON THE PREMISES SHALL NOT BE OBJECTIONABLE BEYOND
THE PROPERTY BOUNDARY LINES BY REASON OF NOISE, STEAM, ODOR, FUMES, GASES,
SMOKE, VIBRATION, HAZARD OF OTHER CAUSES. IN ADDITION, THE CONTRACTOR SHALL
MINIMIZE DISRUPTIONS OF ADJACENT TENANTS DUE TO NOISE, ODOR, CORRIDOR FUMES OR
VIBRATION. ALL COMMON LOBBY AND CORRIDOR SPACE SHALL BE KEPT CLEAR OF DUST,
DEBRIS AND CONSTRUCTION MATERIALS AT ALL TIMES.
7. ALL WORK SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST
RECOMMENDATIONS OR WRITTEN DIRECTIONS.
5. ALL DIMENSIONS ARE TO FACE OF GYPSUM WALL BOARD UNLESS OTHERWISE NOTED.
a. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK,
THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK IN THE SAME BUILDING.
10. WHERE DEVICES OR ITEMS OR PARTS THEREOF ARE REFERRED TO IN SINGULAR, IT 15
INTENDED THAT SUCH SHALL APPLY TO AS MANY SUCH DEVICES, ITEMS OR PARTS AS ARE
REQUIRED TO PROPERLY COMPLETE THE WORK.
II. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES
WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR
SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER
PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF HIS
WORK.
12. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY
COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS.
15. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF
THE OCCUPANTS AND WORKERS AT ALL TIMES.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE BUILDING
AND 51TE WHILE JOB 15 IN PROGRESS AND UNTIL THE JOB 15 COMPLETED.
15. ALL WORK SHALL BE &UARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION,
UNLESS OTHERW 15E SPECIFIED AND SHALL BE 50 STATED IN CONTRACTOR'S WRITTEN
PR0P05AL AND AGREEMENT. ALL REPAIRS, CORRECTIONS AND DISCREPANCIES ETC.,
MUST BE MADE WITHOUT ANY ADDITIONAL COST TO THE OWNER, AND WITHIN FIVE (5) DAYS
AFTER NOTICE 15 GIVEN,
16. LATHING, PLASTER AND GYPSUM WALL BOARD SYSTEMS SHALL CONFORM TO THE CHAPTER
25 OF THE 200a I.B.G.
17. ALL EXPOSED GYPSUM BOARD TO HAVE METAL EDGES AT ALL CORNERS AND WALL
INTERSECTIONS.
15. ALL GLASS AND GLAZING SHALL COMPLY WITH THE 200a I.B.G.. AND THE
U.S. PRODUCT SAFETY COMMISSIONS: SAFETY STANDARD FOR ARCHITECTURAL GLAZING
MATERIALS.
A. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING
THE SPECIFIC RATING.
20. EXIT 51GN5 AND ILLUMINATION SHALL CONFORM TO THE 200a I.B.G. CHAPTER 10 AND LOCAL
FIRE MARSHAL REQUIREMENTS.
21. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY
SPECIAL KNOWLEDGE OR EFFORT.
22. FIRE EXTINGUISHERS: VERIFY REQUIREMENTS AND LOCATIONS WITH THE FIRE MARSHAL.
CONTRACTOR TO SUPPLY FIRE EXTINGUISHERS AND CABINETS AS REQUIRED.
25. ELECTRICAL ROUGH -IN AND REFLECTED CEILING PLAN ARE FOR THE GENERAL INFORMATION
OF THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED.
24. FLAMMABLE LIQUIDS SHALL NOT BE PLACED, STORED OR DISPENSED IN THIS OCCUPANCY
EXCEPT AS PROVIDED IN N.F.P.A. STANDARD 30 AND THE CURRENT UNIFORM FIRE CODE.
PERMIT MAY BE REQU I RED.
25. ALL DRAPES, HANGINGS, CURTAINS, DROPS AND ALL OTHER DECORATIVE MATERIAL,
I NGLUD I NG CHRI STMAS TREES THAT WOULD TEND TO INCREASE THE FIRE AND PANIC HAZARD
SHALL BE MADE FROM NONFLAMMABLE MATERIAL, OR SHALL BE TREATED AND MAINTAINED
IN A FIRE RETARDANT SOLUTION OR PROCESS APPROVED BY THE COUNTY FIRE MARSHAL.
PROVIDE A CERTIFICATION TO TH15 EFFECT.
A. EXIT DOORS, EXIT LIGHTS AND FIRE EXTINGUISHER LOCATIONS SHALL NOT BE
CONGEALED OR OBSTRUCTED BY ANY DECORATIVE MATERIAL.
B. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL BE PER
THE 200a I.B.G.
26. ALL LAY -IN ACOUSTICAL CEILING GRIDS SHALL BE INSTALLED AND SECURED PER THE
200a I.B.G. STANDARDS FOR EARTHQUAKE ZONE D, ASME 0635, 0636.
27. PROVIDE OR MODIFY AS NEEDED SPRINKLER, ALARM AND SMOKE DETECTION SYSTEM PER
APPLICABLE CODES, I NGLUD I NG IF NECESSARY FIRE HORNS, STROBE LIGHTS, CONTROL
PANEL CONNECTIONS, SMOKE DETECTORS, AUDIO VISUAL ALARMS. SUBMIT SHOP DRAWINGS
TO THE FIRE MARSHAL FOR APPROVAL.
25. TENANT TO PROVIDE AND INSTALL THE TELEPHONE AND DATA COMMUNICATION CABLING.
CONTRACTOR TO COORDINATE SCHEDULING AND OTHER REQUIREMENTS WITH TENANT.
2a. MECHANICAL SYSTEM: CONTRACTOR SHALL VERIFY AND PROVIDE A COMPLETE HVAG
SYSTEM WHICH CONFORMS TO THE OWNER'S HVAG SPECIFICATIONS. CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL ROOF PENETRATIONS AND PATCHING, ANY SCREENING OF
ROOF -MOUNTED MECHANICAL UNIT REQUIRED BY GOVERNING JURISDICTION.
50. PROVIDE OR MODIFY AS NEEDED EMERGENCY LIGHTING.
31. ALL ITEMS MARKED *N.I.C.* ARE NOT PART OF THIS CONTRACT.
52. ABBREVIATIONS THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE.
THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR
REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT. THE
DESIGNER WILL DEFINE THE INTENT OF ANY IN QUESTION.
55. DO NOT SCALE DRAWINGS. IF A DIMENSION D150REPENCY 15 NOTED, CONTACT DESIGNER.
54. IF BUILDING STANDARDS ARE I NC0N515TENT FOR DOORS, REL I TES, HARDWARE, DOOR AND
RELITE FRAMES OR OTHER STANDARD DETAILS, THEN CONTRACTOR MUST VERIFY WITH
DESIGNER AND OWNERPRIOR TO CONSTRUCTION.
55. ALL ACCESSIBILITY S I GNAGE SHALL COMPLY WITH REQUIREMENTS FOR IGG/ANSI A 117.1-2003
SECTION 705 - SIGNS FOR VISUAL CHARACTERS, TACTILE CHARACTERS, BRAILE,
PICT0GRAM5, AND SYMBOLS. THESE SHALL BE PROVIDED FOR ROOM IDENTIFICATIONS,
WAY -FINDING AND EXITING.
ACGOUS.
ACOUSTIC/ACOUSTICAL
LAM.
LAMINATED/LAMINATE
ACT.
ACOUSTICAL TILE
LAY.
LAVATORY
ADJ.
ADJUST/ADJUSTABLE
L.
LENGTH
A.F.F.
ABOVE FINISHED FLOOR
LTG.
LIGHTING
APPROX.
APPROXIMATELY
LT.
LIGHT
ARCH.
ARCHITECTURAL
LG./L.
LONG
BLK.
BLOCK/BLOCKING
MAT.
MATERIAL
BD.
BLDG./BLD.
BOARD
BUILDING
MAX.
MAXIMUM
5/5
BUILDING STANDARD
MFG.
MANUFACTURER
MECH.
MECHANICAL
GAB.
CABINET
MED.
MIN.
MEDIUM
MINIMUM
CLG./GLDG.
CEILING
GL OR G
CENTER LINE
MISC.
MISCELLANEOUS
CLKG.
CAULKING
MTD.
MOUNTED
COL.
COLUMN
MTL.
METAL
CONT.
CONTINUOUS
MW.
MICROWAVE
GONG.
CONCRETE
CONST.
CONSTRUCTION
CONTR.
CONTRACTOR
N.
NORTH
CPT.
CARPET
N.I.G.
NOT IN CONTRACT
G.W.
GOLD WATER
N.T.S.
NOT TO SCALE
NO.
NUMBER
D.
DEEP
DEPT.
DEPARTMENT
OFF.
OFFICE
PET.
DETAIL
O.G.
ON CENTER
DIAL.
DIAGONAL
OF.
OWNER FURNISHED
PIA.
DIAMETER
O.F.C.I.
CONTRACTOR INSTALLED
DIM.
DIMENSION
O.F.O.I.
OWNER FURNISHED
DBL.
DOUBLE
OWNER INSTALLED
DWG.
DRAWING
D.F.
DRINKING FOUNTAIN
PNL.
PANEL (IN )
RIFF.
DIFUSSER
PT.
PAINT (ED)
D.N.
DOWN
PART.
PARTITION
P.P.L.
POLISHED PLATE GLASS
E.
EAST
FL.
PLATE
EA.
EACH
P. LAM.
PLASTIC LAMINATE
ELEV.
ELEVATION (BL.DG.)/
PLY.
PLYWOOD
ELEVATOR
ELEC.
ELECTRICAL
Q.T.
QUARRY TILE
EMER.
EMERGENCY
QTY.
QUANTITY
EXT.
EXTERIOR
EQ.
EQUAL
R.B.
RUBBER BASE
EQPT.
EQUIPMENT
R.
R15ER RANGE
EXIST.
EXISTING
RAP.
RADIUS
REF.
REFERENCE
F.I.O
FURNISHED 4
READ.
REQU I RED
INSTALLED BY OTHER
REV.
REVISED/REVISION
F.A.
FIRE ALARM
R.O.
ROUGH OPENING
F.E.
FIRE EXTINGUISHER
RM.
ROOM
F.E.G.
FIRE EXTINGUISHER CABINET
FIN.
FINISH
5.
STAIR
FIXT.
FIXTURE
SECT.
SECTION
F.D.
FLOOR DRAIN
SHT.
SHEET
FLR.
FLOOR
SIM.
SIMILAR
F.O.I.C.
FURNISHED BY OTHER
SPEC.
SPECIFICATIONS/
INSTALLED BY
SPECIFIED
CONTRACTOR
S.
SOUTH
FT.
FOOT OR FEET
STL.
STEEL
55T.
STAINLESS STEEL
GA.
GAUGE
STD.
STANDARD
GALV.
GALVANIZED
ST0
STORAGE
GL.
GLASS/GLAZING/GLAZED
SU
STRUCTURAL
G.W.B.
GYPSUM WALL BOARD
SUSP.
5F.
SUSPEND/SUSPENDED
GYP.
GYPSUM
H.
HIGH
TEL.
TELEPHONE
HCP.
HANDICAP
TEMP.
TEMPERED
HD.WD.
HARD WOOD
TYP.
TYPICAL
HD.
HEAVY DUTY
HM.
HOLLOW METAL
U.L.
UNDERWRITER'S
HORZ.
HORIZONTAL
LABORATORY
HT.
HEIGHT
U.P.G.
UNIVERSAL PLUMBING
HR.
HOUR
CODE
HVAG.
HEATING, VENTALATING
AIR CONDITIONING
VFY.
VERIFY
H.W.
HOT WATER
VOL.
VOLUME
VAR.
VARIABLE/VARIES
I.B.G.
INTERNATIONAL BUILDING
Y.G.T.
VINYL COMPOSITION TILE
CODE
VERT.
VERTICAL/VERTICALLY
INCD.
INCANDESCENT
V.P.
VENEER PLASTIC
INCL.
INCLUDE
INFO.
INFORMATION
N.B.
WOOD BASE
INSUL.
INSULATE (PAN&)
N.C.
WALL COVERING
INTR.
INTERIOR
WD.
WOOD
WT.
WEIGHT
JAN.
JANITOR
W.
WIDE
J.B.
JUNCTION BOX
W/
W.H.
WITH
WATER HEATER
JT.
JOINT
WT.
WEIGHT
VICINITY MAP
nth P I
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Lj
3uth Sk
533 S 336th St,
LIP Federal Wayr WA 98003
Federal Wo011 S 336kh St
Ulf un
05i'f Itt;s C ur I I
Panther �
Lame Park
Ave 5 S -344th st IGI
PROJECT ADDRE55: 535 SOUTH 336TH STREET O COVER SHEET
FEDERAL WAY, WA 0
A LO 51 TE LOCATION AND DETA I L5 SHEET
GOVERNING CODE: 200cl I.B.G. EI.O GENERATOR/ELECTRICAL SPEC SHEET (BY OLSEN ECT.)
(STATE OF WASHINGTON AMENDMENTS)
ENERATOR r�RAW I NGS, ENO I NEER'S GALGULATI0N5 AND
U5E ZONE: OF PEG I F I GATI 0N5 ARE ATTACHED
OCCUPANCY: B - OFF I GE
CONSTRUCTION TYPE: V- B (NON-SPRINKLEREI2
ENERGY GODS: 2006 WASHINCGT0N STATE ENERGY
GORE
A00E55 GORE: IGG/ANSI A117.1-2003 SCOPE OF WORK
PLUMBING GORE: 200Q U.P.G.
CONTRACTOR: TO BE DETERMINED PRIOR THE PROJECT CONSISTS OF A SITE IMPROVEMENT TO PROVIDE A NEW
TO PERMIT ISSUANCE GENERATOR FOP, EMERGENCY POWER USE $ AN ENCLOSURE FOR
VALLEY RADIOLOGY
MECHANICAL: BIDDER DESIGN NO CHANGE IN 51ZE OF BUILDING, OR INCREASE IN OCCUPANT LOAD 15
(UNDER SEPARATE PERMIT) ANTICIPATED.
ELEGTRIGAL: ERIC 0L50N
0L50N ELECTRIC THE GENERATOR WILL BE LOCATED TO THE NORTH OF THE BUILDING IN
715 GRIFFIN AVE. #2I5 THE LANDSCAPE BERM KI-T4* THE EXISTIN& f*OPERTY-LINE. THE SLAB
ENUMGLAW, WA 15022 - 253-561-cl146 FOR THE GENERATOR, ELECTRICAL HOOKUPS, A SCREEN FENCE AND
LANDSCAPE PLANTINGS WILL BE PROVIDED AS PART OF THIS PERMIT.
ENCLOSURE AREA: 144 5F
TOTAL BUILDING AREA: 5640 5F
LEGAL DESCRIPTION
TAX PARCEL NUMBER: 41264500260
LEGAL DESCRIPTION:
24-25-26-27 WEST CAMPUS BU51NE55 PARK LOT 4 OF KING COUNTY SHORT PLAT NO. 452045, RECORDED UNDER RECORDING NO. 520611-Q007
SITUATE IN THE COUNTY OF KIN(5, STATE OF WASHINGTON SUBJECT TO AND TOGETHER WITH EASEMENTS, RESTRICTIONS, RESERVATIONS, RIGHTS
AND AGREEMENTS OF RECORD, IF ANY.
SITE LOCATION
SITE PLAN
0^111r I 44CTL1 0TQCCT
^f%UTQ A ^1r 'rU10 A QEA
O)
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1
C. O N E L L
planning interiors architecture
DES IG
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425-670-6706 F: 425-774-8219
REGISTRATION
8694
PEUSTERED
ARCFFTECT
DAMA 2�1
STATE OF WASHNQTON
EXP. 03-M 13
PROJECT NAME
VALLEY RADIOLOGY, INC.
GENERATOR ENCLOSURE
TENANT IMPROVEMENT
WEST CAMPUS PROF. ARTS
SUITE C
533 SOUTH 336TH STREET
FEDERAL WAY, WASHINGTON
DESIGN TEAM
PROJECT NO.:
10.207
PRINCIPAL:
DRAWN BY:
VSS
CHECKED BY:
ISSUED/REVISIONS
11-4-10 ISSUED FOR PRELIM. INFO.
12-8-10 ISSUED FOR PERMIT
3-15-11 ISSUED PER CITY COMMENTS
PROJECT CONSULTANTS
SHEET TITLE
R SHEET
1 �105 2 10
SHEET NO.
MAR 1 2011
CITY OF FE RAL WAY
CDS
SITE PLAN ENLARGEMENT- GENERATOR SITE
SCALE: I/4"=1'-O"
SITE PLAN
SCALE: I/20"= I'-0"
WEST VIEW OF SITE SOUTH VIEW OF SITE AERIAL VIEW OF SITE (SOUTH)
SCALE: NTS SCALE:NT5 SCALE: NTS
GENERATOR ON SITE LOCATION
5CALE: NT5
EXISTING BUILDING WALL
POURED IN
PLACE CONCRETE WALL -
BAGK FILL AREA ADJ.
TO NEW WALL IN/ GRAVEL -
EXIST. CURB AT
(VERIFY HT) -
WILL VARY DUE
TO EXIST. DRIVEWAY
PROVIDE
LATCH I LOCK
PAINT CONCRETE ENCL09AE
TO MATCH BUILDING COLOR
81-� II
1 1200
I
I`21 G11 I1
�3'-2Y21 I I �V
I I I
I I I
GENERATOR
l� L — — — J
L_J CONCRETE PAD-__��_J
(SEE SHEET 5-1)
GENERWFOR ENCLOSURE -
1 /4'1= I 1-011
5' 611
VERIFY GAP FOR
FORMS REMOVAL
DO NOT ATTACH WALL
TO BUILDING WALL -
PROVIDE FLEXIBLE
GASKET SHIELD FOR GAP
LEGEND
® POURED IN PLACE CONCRETE WALL -SEE ELEVATIONS FOR HEIGHT AND WALL WIDTH., SEE SECTION
BELOW AND ENGINEER5 PACKAGE FOR STAMP AND CALCULATIONS.
KEYNOTES
I. PROVIDE CONCRETE PAD FOR GENERATOR, SEE PAD DETAILS. VERIFY ANY EXISTING DRAINS IN THI5
LOCATION PRIOR TO POURING. PROVIDE ENCLOSURE WALL A5 5HOWN IN DETAILS BELOW..
2. PROVIDE CHAIN LINK SECURITY GATE A5 REOV. MATCH THE SLAT SCREENING MATERIAL TO THE
COLOR OF THE EXISTING BUILDING.
3. REMOVE ANY EXISTING PLANT MATERIAL PRIOR TO INSTALLATION OF PAD. PROVIDE MATCHING
GROUND COVER IN AREA ADJACENT TO WALL AND CURB.
4 ELECTRICAL CONNECTIONS ARE INCLUDED WITH THIS SUBMITTAL.
5. GORING INTO BUILDING TO BE WATER TIGHT, (ELECTRICAL LINES UNDER SEPARATE PERMIT TO BE
COMPLETED BY OLSON ELECTRIC)
6.. OUTLINE OF GENERATOR FOOTPRINT.
SITE NOTES FOR WEST CAMPUS PARKING
I. PARKING ALLOWANCE5: PARKING ON 51TE FOR VALLEY RADIOLOGY - EXISTING AND UNCHANGED
GENERATOR WILL NOT FIT IN EXISTING ALLOCATED PARKING LOT.
SEE SPECIFICATION PACKAGE IWA.;UDED HERE FOR
SIZE OF GENERATOR, ETC.
SEE ENGINEERS' PACKAGE FOR DETAILS AND
CALCULATIONS. ARCHITECTURAL STAMP FOR
LOCATION ONLY.
#5 ® 10" O.G.
VERTICAL
31
#4 ®12" D.G. -V
HORIZONTAL min.
MAX.
#5 DOWELS ® 10" O.G.
6" THICK SLAB ON GRADE
W/ #4 BARS ® I S' O.G.
EACH WAY ® SLAB CENTERLINE
21-
SPLICE
TOP Nil
GENERATOR SLAB 12"
4" LAYER
6" MIN. 3'". =$" COMPACTED GRAVEL
COMPACTED STRUCTURAL
. FILL OR UN015TURBM
NATIVE SOIL.
NOTE: VERTICALS MAY BE OMITTED IF DOWELS ARE THE
FULL HEIGHT OF WALL.
SLAB SECTION DETAIL FOR GENERATOR
/4'= I'—O"
PROVIDE CHAIN LINK
GATE W/ SLATS
COLOR MATCHED TO
BUILDING COLOR.
PROVIDE LATCH AND
LOCK FOR GATE
VERIFY GAP FOR
FORMS REMOVAL
DO NOT ATTACH HALL
TO BUILDING WALL -
PROVIDE FLEXIBLE
GASKET SHIELD FOR GAP
51-2"
/1200
1
ml
21
mI �V I
OI I
I I
I
--J
CONCRETE _ _ _ _
NPAD
(5EE SHEET 5-1)
EXIST. BUILDING WALL
POURED IN
PLACE CONCRETE WALL
BACK FILL AREA ADJ.
TO NEW WALL W/ GRAVEL
EXIST. CURB AT DRIVE
(VERIFY HT) -
WILL VARY DUE
TO EXIST. DRIVEWAY
PAINT CONCRETE ENCL05URE
TO MATCH BUILDING COLOR
GENERATOR ENCLOSURE ELEVATION -WEST
1 /411=11-011
EXISTING
BUILDING
WALL
POURED
CONCRETE
WALL
6-6" (VERIFY HT) -
WILL VARY DUE
TO EXIST. CONDITIONS
PAINT CONCRETE ENCLOSURE
TO MATCH BUILDING COLOR
31 / II
1200 -V
r 15'-4" MIN
I SHEET
- - - - - - - - - - - -
I I �I -V
APPROX. SLOPE OF
DRIVEWAY (VERIFY)
16ENERATOR I I
----- ---------------------
CONCRETE PAD (SEE SHEET 5-1)
GENERATOR ENCLOSURE ELEVATION -SOUTH
1/4" = I'-O"
IRESUBM
MAR 17 20
CITY OF FEDERAL
CDS
C 0 N E L L
planning interiors architecture
DES IG
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425-670-6706 F: 425-774-8219
REGISTRATION
I
�D
T
DAMNA DUEfI
STATE OF WASI-NGTON
E (P. 03--03-13
PROJECT NAME
VALLEY RADIOLOGY, INC.
GENERATOR ENCLOSURE
TENANTIMPROVEMENT
WEST CAMPUS PROF. ARTS
SUITE C
533 SOUTH 336TH STREET
FEDERAL WAY, WASHINGTON
DESIGN TEAM
PROJECT NO.:
10.207
PRINCIPAL:
VSS
DRAWN BY:
VSS
CHECKED BY:
ISSUED/REVISIONS
11-4-10 ISSUED FOR PRELIM. INFO.
12-9-10 ISSUED FOR PERMIT
3-15-11 ISSUED PER CITY COMMENTS
PROJECT CONSULTANTS
SHEET TITLE
SITE LOCATION AND
DETAILS SHEET
SHEET NO.
AlmO
Existing
112.5 KVA
120/208v
Utility
Transformer
4 Runs
2" EMT w/
4/o AWG AL
Existing
Electrical
Service
800Amp
O �
n
�J
120/208v
O 200A
� 0
3 Phase
208v Single Phase
Oo
O�
Panel: 3
Fed From: IVLDP
AIC Rating: 10,000
Panel Type: Single phase
Panel Volts: 120/208v
Panel Amps: 200A
CKT
N0.
LOAD DESCRIPTION
Brkr
Amp
Volt
Amps
Phase VA Load
Volt
Amps
Brkr
Amp
LOAD DESCRIPTION
CKT
NO.
A B
1
Space
360
360
20
Receptacles Open Office
2
3
720
720
20
Receptacles Office 111, 112
4
5
Space
540
540
20
Receptacles Office 113, 115
-
6
7
540
540
20
Receptacles Office 115, 117
8
9
Receptacles Dedicated Server Room
20
1,500
2,580
1,080
20
Receptacles Office 123, 124,125
10
11
Receptacles Dedicated Server Doom
20
11500
1,860
1,680
180
20
Utility (Vacuum) Receptacle
12
13
Receptacles Dedicated Server Room
20
11500
360
20
Receptacles Office 118
14
15
Receptacles Dedicated Server Room
20
1,500
2,400
900
20
Receptacles Office 102, 103,104
16
17
Receptacles Dedicated Server Room
20
1,500
1,860
360
2 0
Receptacles Rooms 104, 105
18
19
Receptacles Dedicated Server Room
20
1,500
2,220
720
20
Receptacles Rooms 105, 106,107
20
21
540
540
20
Receptacles Rooms 107, 108,109
22
23
360
360
20
Receptacles Rooms 108, 109
24
25
1,500
1,500
20
Receptacle Dedicated Server
26
27
800
1,600
20
Sanyo Split AC System Roof Server
28
29
800
30
31
32
33
34
35
36
37
38
39
40
41
42
Connected VA Per Phase 1040 8,720
Connected Amps Per Phase 83.6 72.6
Connected KVA Per Phase 10.04 8.72 Connected Amps: 78.16 Demand Amps: 79.83
Connected KVA: 18.76 Demand KVA: 19.16
1 Run 1 Run
0" [=nnT ,A,/ 7_1 /0" F:nAT IA,/
� N
�— N
N O
co
N CD
Q
co E
C} v
��
N
rQ (0 O
LM N
CLO
M
C
.rC M
Cl- U_
Revsions:
RESUBMITT D Da_te: 3/16/11
Drawn By: AI.
MAR17 2011 �ihee tan r:.
CITY OF FEDERAL W Y E 1.0
CDS