19-104514-UPCITY OF
.. Federal Way
October 2, 2019
Connor Suprock
Scout Services
490 Quail Ridge Drive
Westmont, IL 60559
csuprock@scoutservices.com
RE: File #19-104514-00-UP; USE PROCESS I `DIRECTOR'S APPROVAL'
Navy Federal Credit Union ATM, 1800 South 320" Street, Federal Way
Dear Suprock:
FILFMr.a_
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www.cityoffederalway.com
Jim Ferrell, Mayor
The City's Planning Division has completed an administrative land use review of the proposed
replacement of an existing drive -through ATM with a new ATM for Navy Federal Credit Union. The
drive -through ATM is located on parcel 4092104-9208 next to the Ulta building, located in the Sea-Tac
Village retail center. The Process I application and change of use are hereby approved per the findings
and conclusions noted below.
FINDINGS
1. As shown in the Process I submittal packet, the previous ATM has been removed and will be replaced
with a new ATM kiosk and overhang canopy. A 10-foot tall height limit bar will also be installed. The
new look conforms to the surrounding area and allows for a drive -through lane that will provide safe
banking for clients. The existing landscaping and staking lane curbing will remain.
2. The comprehensive plan and zoning designation for the subject property is City Center Core (CC-C).
The subject property's banking service use is permitted pursuant to Federal Way Revised Code
(FWRC) 19.225.020.
3. The proposed improvements do not reduce required parking, landscaping, buffering, open space, or
public areas; do not change the location of utilities or easements; and creates no impacts to
environmentally critical areas or tree retention standards. No changes to the existing foot print of the
island are proposed.
4. A building and electrical permit are required from the City's Building Division. Construction of the
proposed improvements may not begin until the required permits are submitted and approved. Please
contact the Permit Center at 253-835-2607 or perrnitcenter@}a cityoffederalway.com for information
regarding building or electrical permits.
5. The proposed signage shown on the submitted elevation drawings are not included with the Process I
approval and require a separate sign permit. Due to the nature of the signage, there may be opportunity
for an over-the-counter sign permit approval. Please contact the Permit Center at 253-835-2607 or
permitcenter@cityoffederalway.com for information regarding sign permit requirements.
ter- .tn
ti
Mr. Suprock
October 2, 2019
Page 2
CONCLUSIONS OF LAW
1. The proposed improvements are not exempt from use process review as they do not meet criteria
set forth in FWRC 19.15.020, "Exceptions." There are minor improvements to the site with the
new ATM kiosk and height bar.
2. Process I "Director's Decision" is the appropriate Master Land Use application as the
improvements are to a developed site and do not exceed thresholds set forth in FWRC
19.15.030(1).
3. The proposed improvements are exempt from Mate Environmental Policy Act review as the scope
of work meets categorical exemption WAC 197-11-800(1) and FWRC 14.15.030(c).
4. The proposed improvements meet Community Design Guidelines in the City Center Core zone
set forth in FWRC Chapter 19.115.
APPEALS
The effective date of this decision is October 5, or three days from the date of this letter. Pursuant to
FWRC 19.55.050, any person who received notice of this administrative decision may appeal the decision
to the Federal Way Hearing Examiner by October 21, 2019. Any appeal must be in the form of a letter
delivered to the Community Development Department with the established fee. The appeal letter must
contain a clear reference to the matter being appealed and a statement of the alleged errors in the
Director's decision, including the identification of specific findings and conclusions made by the Director
disputed by the person filing. You may waive your right to appeal, if desired, by writing the City a letter
to this effect.
CLOSING
This land use decision does not waive compliance with future City of Federal Way codes, policies, and
standards relating to this development. This Process I approval does not constitute approval of a building,
electrical, or sign permit. This Process I approval is valid for one year from the effective date of this
decision. If no further action is taken within one year, this decision will expire. Per FWRC 19.15.110 a
one-year extension of time may be granted only if a written request is submitted to the City's Department
of Community Development at least 30 days prior to the expiration of the decision.
If you have any questions regarding this decision, please contact Senior Planner Becky Chapin at 253-
835-2641, or Becky.chapin@cityoffederalway.com.
Sincerely,
Brian Davis
Community Development Director
enc: Approved Site Plan and Elevations
c: Becky Chapin, Senior Planner
Permit Center
Doc. [ D. 79668
19-104514-00-UP
FH72
RECEIVED
SEP 19 2019
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
Department of Community Development
CITY OF FEDERAL WAY
33325 81h Avenue South
Federal Way, WA 98003
Hawkins + Hawkins Architects, Inc.
September 12, 2019
Re: NFCU Remote ATM — SeaTac Village Shopping Center
Project Description
726 9'h Avenue, Suite 1
San Diego, California
92101
619.232.7700
Fax 619.232.7770
800.915.8150
www.H2asandiego.com
The project consists of placing a drive -through ATM kiosk for Navy Federal in a location where
previously there stood a Chase Bank drive -through ATM kiosk. There will be a 10' tail height limit
bar installed in this location as well since the ATM kiosk has an overhang. The ATM kiosk will be
protected by bollards.
There will be no modifications to existing traffic flow patterns or existing curb locations for the
ATM island or the buffer between the adjacent "Ulta" building parking lot. Existing planting will
remain in place.
The design intent for the Kiosk is to follow NFCU guidelines for branded, standard look. Color
elevations have been included on sheet A100b that show the shade of silver which will comprise
most of the kiosk with Blue Accents at the canopy and logo of Navy Federal. There is a white half
globe graphic breaking up the silver body of the kiosk.
There are no garbage or mechanical facilities associated with the kiosk. The existing transformer
located at the site (painted green) is to remain unchanged and the existing electrical services will
be re -used. These items have been reviewed previously and approved as part of Land Use
Process 10-100422 for Chase Bank ATM kiosk in 2017.
Design__Guidel_ine Compliance.
Per 19.115.050 Site Design from the Community Guidelines, the project will not impede natural
views and will comply with Federal Guidelines for lighting to reduce propensity for crime around
the ATM. The existing shopping plaza is laid out with buildings along the perimeter of the site to
present a better front to the ROWs and minimize visual impact of large parking lot.
Lighting levels in the parking lot around the ATM kiosk will comply with state regulations requiring
10fc @ 5' radius from the ATM and 2fc @ 50' radius (RCW 19.174.050). The ATM kiosk is not in
2
the proximity of any of the site property lines so there will be no light spill over. The lighting for
this site is handled under a separate permit, which has been reviewed already.
ATM kiosk is not visible from ROW and is screened by buildings. There's a physical buffer of curb
and landscaping between normal flow of traffic through the parking lot and the stacking lane. The
lane is long enough to allow stacking of 4 vehicles comfortably.
REC-AVED
CONCEPT UNLIMITED, INC. SUBJECT: ENGR: KEVIN M. FtNN, P.E., INC-
COLUMBIA, SC TIEDOWN SYSTEM SEP 19 2019 815 WATERBUPY PARK DRIVE
ELKHART, IN 46517
CITY OF FEDERAL WAy WA P.E. LIC. NO.33000
���uM�u
THIS CALCULATION IS FOR A TIEDOWN SYSTEM OF A COMMERCIAL MODyii[ W. DEVELOPMENT FIRM # 3222
BUILDING CODE - 2015 INTERNATIONAL BUILDING CODE
B2491
AVE. WALL HEIGHT PROJECTION = 9.300 FT
WIND SPEED - 110 MPH Vult, EXP. C
NOMINAL WIND LOAD = qz = 10.064 PSF
UNIT WIDTH = 5.00 FT
TOTAL DESIGN HORIZONTAL WIND LOAD = 10.06 PSF
TOTAL UNIT DEAD LOAD - 85 PSF (THAT'S APPLICABLE)
WIND UPLIFT =-75.9422 PSF
APPLIED HORIZONTAL FORCE -LOAD FROM WALL TO FLOOR RIM JOIST = 93.6 PLF
TRIBUTARY WIDTH APPLIED TO ANCHOR = 2.5 FT
TOTAL HORIZONTAL LOAD -- 233.99 LBS - OK FOR 1/2" EXPANSION ANCHOR
WIND UPLIFT REACTION = N / A PLF - ALONG SIDEWALL - SINCE DEAD LOAD» WIND UPLIFT
ACTUAL TENSION LOAD @ ANCHOR = N / A LBS - OK FOR 1/2" EXPANSION ANCHOR
OR EPDXIED BOLT
OVERTURNING = -35.74 LBS / FT.
UPLIFT REACTION AT ANCHOR = -89.4 LBS - OK FOR TWO 1/2" ANCHOR BOLT
NOTE - PER SEISMIC VS. WIND; WIND CONTROLS OVER SEISMIC
CONCEPT UNLIMITED, INC. SUBJECT: RAFTER COLUMN ANALYSIS ENGR: KEVIN M. FINN, P.E.,INC.
COLUMBIA, SC INCLUDING MWFRS 815 WATERBURY PARK DRIVE
ELKHART, IN 46517
WA PE LIC. NO.33000
FIRM NO.3222
THIS CALCULATION CONSIDERS THE STEEL WALL STUD AS A PORTAL FRAME
AND ANALYZES THE DESIGN SUPPORTING THIS CONSIDERATION.
DWG. B2491
2015 INTERNATIONAL BUILDING CODE
SNOW IMPORTANCE FACTOR = 1 WIND PRESS. - 110 MPH, EXP. B
NOMINAL ROOF LIVE LOAD= 20 PSF = 14.90 PSF WIND IMPORTANCE FACTOR =
ROOF DEAD LOAD = 10 PSF
CANTILEVERED EFFECT = 42.5 PLF EACH RAFTER TRIB. WIDTH = 1.41667 FT - WORST CASE - NOMINAL 16"
UNIFORM WIND PRESS LOAD = 21.1096 PLF
ROOF LIVE AND DEAD LOAD = 42.5
fc = 1000 PSI
)I 33.75 IN 57.5 IN
EFFECTIVE LENGTH OF WALL STUD L = 8.6 F7 Mr = 487.9 FT-LBS
fbr = 8764.7 PSI - OF F
RAFTER = USE 2 X 2" x 0.1875" STL TUBE - ALSO ROOF FRAMING 0.06065047 IN VS. 2U120 =
to = 1.27 t = 0.1875 IN —P� 2.00 IN 4 = wa(4aA2L-LA3+3aA3)/24EI
Sx = 0.6680 d = 2 IN
Atw = 0.75 width = 2.000 IN
Fy = 36 ksi LDF = 1 12 IN
RESULTANT BENDING STRESS = fb = M/Sx = 0.00 psi _10 4
i
WIND CONDITIONS r>
ALLOWABLE Fb = 28080 psi - OKAY FOR 36 KSI GRADE STL IN WIND
APPLIED BENDING MOMENT TO FRAME W x LA2 / 2 = 4684 IN-LBS
DISTRIBUTED BETWEEN WINDWARD AND LEEWARD WALLS
COLUMN = USE 3 X 3" x 0.25" STL TUB - ALS FRAMIN
to = 3.16 t = 0.25 IN —► 3.00 IN
Sx = 2.1000 d = 3 IN
Atw = 1.50 width = 3.000 IN
Fy = 36 ksl LDF = 1 3
RESULTANT BENDING STRESS = fb = M/Sx = 2230.38
psi
WIND CONDITIONS
ALLOWABLE Fb = 28080 psi - OKAY FOR 36 KSI GRADE STL IN WIND
CHECK DEFLECTION 6 = 5W'LA4/384E1 = 0.0576 IN
SHEAR OK BY INSPECTION
VS. ALLOWABLE DEFELCTION = L/240 = 0.430 IN - OK
ROOF AREA TRIB. WIDTH
30 FTA2 TO COLUMN C
IN'i�� M• +'/
@ eta
COMBINED BENDING AND COMPRESSION - OK
SHEATHING CONNECTION BASED ON WIND - 28 PSF TOTAL TRIBUTARY AREA = 12 FTA2
REACTION / FASTENER = 336 LBS < 3/16" BOLT - WASHER - NUT 0.040" SHEET METAL SCR
IN WIND
fb =
WELD 1/4" FILLET
TO 3/4" WELD PLATE
4.5 IN \.I 1 Sxw= 1.688 INA3
1388 PSI - WELD INCLUDED FOR
EACH SIDE OF POST
11
CONCEPT UNLIMITED, INC. Subject: Seismic Vs. Wind
COLUMBIA. SC Date: 8/232019
LOCATION - PER CUSTOMER REQ. LOCATION - MD
92491
2015 INTERNATIONAL BUILDING CODE
THIS UNIT SWL NOT BE PLACED IN A LOCATION WITH GREATER SEISMIC
DESIGN PARAMETERS WITH ADDITIONAL CALCULATIONS SHOWING THAT IT IS ACCEPTABLE
PROJECT: 30 x 60" MODULAR BUILDING
NOTE -THE ROOF AND 12 WALL DEAD
WEIGHT - 20 PSF
ROOF - WALL AND EQUIPMENT DEAD LOAD
85 PSF - WORST CASE LOADING CONOTIC
Vrr = 10.6867 LBS -CONSIDERABLY
TW (wt)= I x w x (OW ps) = 1062.5 LBS
LESS FOR THE BUILDING VS.
WIND.
TOTAL LOAD = ROOF DL 812 WALL OL
Cs IS THE MINIMUM Cs VALUE CALCULATED TO
THE LEFT
Sds = 0.866 Cd = 5
THE Vr INCLUDES THE BASE LIVE 8 DEAD LOADS
S = 1.30
Vr = CsW = 153.4 LBS
Shc = 0.45 IE = 1
(BASE SHEAR)
R = 6
Cs =Sds / (RAE) = 0.1443
SITE CLASS - D SEISMIC DESIGN CATEGORY - D
Cs = SDt/((RAE)T) = 0.75 t need not exceed
(NOTE -ANALYSIS COMPLIES WITH SEISMIC
Cs = 0.044SdslE = 0.0381 (abs. Min)
DESIGN CATEGORY- D)
V = 153.35 Ibs
T-DAN= 0.100D
WALL HEIGHT = 10.25 FT
WALL LENGTH = 5 FT
SEISMIC VS. WIND
NAND N LNN _ WA C • S t0 MPH LT - B
q = 10.89 B to B = 1 W = q(GCp) = 10.89 PSF
TOTAL WIND FORCE ON LONGITUDINAL WALL = 279.0 LBS - BASED ON WIND
(WIND CONTROLS) UPPER 12 OF WALL
TOTAL FORCE ON END WALL = 139.5 LBS - BASED ON WIND - UPPER 12
VS. SEISMIC = 153.35 LBS - SEISMIC CONTROLS
ON THE ENDWALL
NO CHANGE IN ANCHOR DESIGN
CS = 0.1443
R = 6.00
SEISMIC USE GROUP - I
Shc = 0,45
Sds = 0.07
SEISMIC DESIGN CATEGORY - C
BASIC SEISMIC FORCE RESISTING RESISTING SYSTEM NO. B-2
- BUILDING FRAME SYSTEM - STEEL (AL) ECCENTRICALLY BRACED FRAMES
ANALYSIS PROCEDURE
EQUIVALENT LATERAL FORCE PROCEDURE
IE = 1
SITE CLASS - D
FRICTIONAL RESISTANCE - 5 PSF DEAD WT. x 33" / 12 x 0.2 COEFFICIENT OF FRICTION = 9.32 LBS
USE -12" DIA EXPANSION BOLT ANCHOR OR EPDXY
REACTION / BOLT = 33.7 LBS / BOLT
VS. ALLOWABLE = 1930 LBS
NOTE - PLACE I OD% ON BOLT CAPACITY
5 FT UNIT
UPLIFT < DEAD WT. OF BUILDING — WIDTH
OVERTURNING - 114.39 LBS / FT UPLIFT
DEAD LOAD RESISTANCE = 127.5 LBS / FT 2.830 FT UNIT LENGTH
UPLIFT REACTION / BOLT = 224.77 LBS / BOLT
VS. ALLOWABLE = 67.0313 LBS - USE BOLT TIEDOWN FOR REMAINDER
157.74 LBS -12" BOLT OK
NOTE -COMBINED SHEAR AND TENSION -COMPLIANCE OK BASED ON INSPECTION OF ABOVE
Engr. Kevin M. Fim, P.E., Inc.
815 Waterbury Park Drive
Elkhart, IN 46517
WA PE LIC. # 33DDO
FIRM NO.3222
CONCEPTS UNLIMITED, INC.
COLUMBIA, SC
SUBJECT: ANALYSIS ON CLEARANCE BAR
THIS CALCULATION IS TO REVIEW THE WIND AND SEISMIC LOAD APPLICATION TO A CLEARANCE BAR
FRAMING SUPPORT. DEAD LOAD = W = 500 LBS
B2351-NAVY
WIND SPEED- 110 MPH, EXP. B - - — —
� + 7 IN
SOIL BEARING CAPACITY = 2000 PSF �— _ a
4.5 FT
SCHEDULE 40
4" DIA. STEEL PI PE - PHYS & MATERIAL PROP 9.5 FT
to = 7.23 INA4
Sx = 3.21 INA3
A = 3.17 INA2
r = 1.51 IN
WIND PRESSURE BASED ON
WIND SPEED = 16.61 PSF
2 FT
ENGR: KEVIN M. FINN, P.E.
815 WATERBURY PARK DRIVE
ELKHART,IN 46517
WA P.E. LIC. NO.33000
FIRM NO.3222
OUTSIDE DIA. = 4.5 IN
INSIDE DIA. = 4.026 IN
WALL THICK = 0.237 IN
-ACTUAL 6" DIA. SHELL AROUND THE 4" UPPER
TUBE.
3 FT DEEP
APPLIED TORSION LOAD
16.6 PSF X 2.625 FTA2 X 3.5 FT MOMENT ARM
152.6 FT-LBS
RESULTANT BENDING STRESS = 7112.4 PSI - ok NOTE - AS COMBINED WITH DL STILL OK
SHEAR STRESS = 160.78 PSI - OK NOTE - COMBINED WITH DL STILL OK
SEISMIC - USE WORST CASE SDS = 0.866 Cs = SDS/(R/1) I = 1
Cs = 0.1732 R = 5
V = Cs (W) = 86.6 LBS
Moment (SEISMC) = 822.7 FT-LBS
fb (seis) = 3075.5 PSI (PIPE)
FOUNDATION REVIEW - 500 LBS+ 150 PCF X 2 FT x 3A2 x 3.1416/4 = 1913 LBS / 4' DIA. FOOTING
- 152.31 PSF - OK FOR SOIL BEARING
CAPACITY
LATERAL PRESSURE ON GROUND - WORST CASE APPLIED MOMENT = 822.7 FT-LBS / AREA SIDE OF FOOTING
43.64549 PSF -VERY LOW - OK
SCOUT
L K v l C E RECEIVED
SEP 19 2019
CITY COMMUN[ TY DEVELOPMFEDERAL ENT
9/13/19
�I o-F FeJ,e-v-c,'
Department of Community Development
33325 81 Avenue South
Federal Way, WA 98003
RE: NFCU ATM Drive Thru, 1800 S 320t' Sty "3a2D5 )
To Whom It May Concern:
Attached you will find our Master Land Use Application for installation of a stand alone ATM at the
above address.
Per your direction, I am also enclosing 4 sets of Construction Drawings, 2 sets of calculations, and 4
copies of the project narrative.
Please review the enclosed application(s) and let me know if you need anything else in order to process
the permit request.
Thank you in advance for your attention to our project.
Please feel free to call with any questions.
Connor Suprock
CSUprock@scoutsendges.com
Scout Services
608-416-1577
lU -/DUYa,2
Scout Services
(T) 866-SO4-3888 * (W) Scoutservices.com * (E) help@scoutservices.com * 490 quail Ridge Dr, Westmont, IL
60559
__ 1%
__�VL
CITY OF
Federal Way
RECiEIVEMASTER LAND USE APPLICATION
DEPARTMENT OF COMMUNITY DEVELOPMENT
SEP 19 2019 33325 8'h Avenue South
Federal Way, WA 98003-6325
Cr Y OF FEDEFiAL WAY ; 253-835-2607; Fax 253-835-2609
COMMUNITY DEVELOPMENT www.eit offederalwa .cam
APPLICATION NO(S) q5/ 4 ^ UP Date ( ~ / 9 — 16)
Project Name NFCU ATM Drive Thru
Property Address/Location 1800 S 320th St
Parcel Number(s) 092104-9208
Project Description Installation of a stand alone ATM at the location of a previous standalone ATM.
PLEASE PRINT
Type of Permit Required
Annexation
Binding Site Plan
Boundary Line Adjustment
Comp Plan/Rezone
Land Surface Modification
Lot Line Elimination
Preapplication Conference
Process I (Director's Approval)
Process II (Site Plan Review)
Process III (Project Approval)
Process IV (Hearing Examiner's Decision)
Process V (Quasi -Judicial Rezone)
Process VI
Development Agreement
SEPA w/Project
SEPA Only
_Shoreline: Variance/Conditional Use
Short Subdivision
Subdivision
Variance: Commercial/Residential
Required Information
CC - F Zoning Designation
Comprehensive Plan Designation
Value of Existing Improvements
Value of Proposed Improvements
International Building Code (IBC):
Occupancy Type
V - B Construction Type
Applicant
Name: Connor Suprock
Address: Scout Services, 490 Quail Ridge Dr.,
City/State: Westmont, IL
Zip:60559
Phone: 608-416-1577
Fax:
Email: csuprock@scoutservices.com
Signature:
Agent (ifdifferen t[ha Applicant)
Name:
Address:
City/State:
Zip:
Phone:
Fax:
Email:
Signature:
Owner
Name: r c i II• E. �: F �: �I i ('. (-7... L i t
Address: , r ..1.... t 5-I : f �a e C
City/State:
Zip:
Phone: L' ; • 1 ;>
Fax:
Email:
Signature:
Bulletin #003 — February 14, 2019 Page 1 of 1 k:\Handouts\Master Land Use Application
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'',-----
REVISION DATES:
E AT C DES GN 05-29-2019
45 o REV EW SET 06-13-2019
90% REVIEW SET 08-08-2019
BLDG DPT. SUBMITTAL 08-26-2019
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HAWK N$ + HAWKINS ARCHITECT5, INC
RESERVES THEIR COMMON-LAW COPYRIQHT AND OTHER PROPERTY
RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO
BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER
WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN
PERMISSION AND CONSENT OF
HAWKINS + HAWKINS ARCHITECTS, INC
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ADJ
ADJACENT
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ABOVE FINISHED FLOOR
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ALUMINUM
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ANODIZED
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ACCESS PANEL
APPROX
APPROXIMATELY)
ARCH
ARCHITECT(U L)
ACT
ACOUSTICAL CEILING TILE
B/
BOTTOM OF
BDRM
BEDROOM
BLDG
BUILDING
BLK
BLOCK (WOOD BLOCKING)
BM
BEAM
BRK
BRICK
BRZ
BRONZE
BSMT
BASEMENT
CJ
CONTROL JOINT
CL
CENTER LINE
CLG
CEILING
CLO
CLOSET
CLR OPNG CLEAR OPENING
CMU
CONCRETE MASONRY UNIT
COL
COLUMN
CONC
CONCRETE
ONSTR
CONSTRUCTION
CONT
CONTINOU S
CONTR
CONTRACTOR
CORR
CORRIDOR
CP
CEMENT PLASTER.
CPT
CARPET
O,.I,.
CERAMIC TILE
CxU FT
CUBIC FEET
CP IN
CUBIT INCH(ES)
CP YD
CUBIC YARD(S)
DD
DECK DRAIN
DET
DETAIL
DF
DRINKING FOUNTAIN
DIA
DIAMETER
DIM
DIMENSION
DN
DOWN
DS
DOWN SPOUT
DWG
DRAWING
DW
DRYWALL
EA
EACH
ECG
EXPOSED CONSTRUCTION
E
yj
N EXPA SION JOB INT
E L
ELEVATION
ELECT
ELECTRIC(AL)
L,"LEV
ELEVATOR
r_N
EDGE NAIL,
EQ
EQUAL
EIPT
EQUIPMENT
EWC
ELECTRIC WATER COOLER
EXP
EXPOSED
EXST
EXISTING
EXT
EXTERIOR
FAAP
FIRE ALARM ANNUCIATO7R PANEL
FBP
FABRIC PANEL
FD
FLOOR DRAIN
FDN
FOUNDATION
FDVC
FIRE DEPARTMENT VALVE CABINET
FE
FIRE EXTINGUISHER
FEC
FIRE EXTINGUISHER CABINET
FHC
FIDE HOSE CABINET
F P
EPA, K
FIN
FINISHED
FL
FLOOR
FT
FEET
FTG
FOOTING
UA
ROOM
0.00
GA
GAUGE
ALV
GALVANIZED
GL
GLASS
GL BLK
GLASS BLOCK
GND
GROUND
GP
GYPSUM PLASTER
GR
GRANITE
GWB
GYPSUM WALL BOARD
HB
HOSE BIB
HDW
HARDWARE
IlM
HOLLOW METAL.
HORIZ
HORIZONTAL
HP
HIGH POINT
HR
HOURS (FIRE RESISTANT RATING)
HT
HEIGHT
ID
INSIDE DIAMETER
INCL
INCLUDE(ING)
INFO)
INFORMATION
INSUL
INSULATION
INTR
INTERIOR
JC
JANITOR CLOSET
JMB
JANITOR MOP BASIN
JST
JOIST
JT
JOINT
KIT
KITCHEN
LAB
LABORATORY
LAM
LAMINATED
LAV
LAVATORY
LB(S)
POUND(S)
LP
LOW POIN,°I"
LVR
LOUVER
MACH
MACHINE
MATE
MATERIAL
MAX,
MAXIMUM
MECH
MECHANICAL
MED
MEDIUM
MEZZ
MEZZANINE
MFR
MANUFACTURER
MH
MANHOLE
MIN
MINIMUM
MO
MASONRY OPENING
MR
MARBLE
MTD
MOUNTED
MT L
T
METAL
NC
NOISE CRITERIA
NIC
NOT IN CONTRACT
NO
NUMBER
NOM
NOMINAL,.
OVA
OVERALL,
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OD
OUTSIDE DIAMETER
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OPP
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OPPOSITE HAND
PC
PRFCAST CO NC RE I )
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PERPENDICULAR
ULAR
PL
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PLAM
PLASTIC LAMINATE
PLBG
PLUMBING
PLSTC
PLASTIC
PLYD
PLYWOOD
PR
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PREFAB
PREFABRICATE(D)
PSF
POUNDS PER SQUARE FOOT
PSI
POUNDS PER SQUARE INCH
PTD
PAINTED
PTN
PARTITION
1
1 � Y
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QUARRY TILE
QTY
QUANTITY
R
RISER
RB
RESILIENT BASE
RCF
RAISED COMPUTER, FLOOR
RD
ROOF DRAIN
REF
REFERENCE
REINF
REINFORCE
RE!QD
REQUIRED
REV
REVISION
RE
RESILIENT FLOOR
RM
ROOM
RO
ROUGH OPENING
SENT
SECTION
SHT
SHEET
SIM
SIMILAR
Si
SEALANT JOINT
SPEC
SPECIFICATION
SP
SKIMCOAT PLASTER
SOS
SQUARE
SS
STAINLESS STEEL
ST
STONE
STC
SOUND TRANSMISSION
COEFFICIENT
STD
STANDARD
STL
STEEL
STOR
STORAGE
STRUCTSTRUCTURE(AL)
SU SP
SUSPENDED
T
TREAD
T/
TOP OF
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TELEPHONE
TER
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TG
TEMPERED GLASS
THK
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TRAY
TRAVERTINE:.
TT
TRAFFIC TOPPING
TYP
TYPICAL
TS
TAPED & SANDED
UBC
UNIFORM BUILDING CODE
UNO
UNLESS NOTED OTHERWISE
U/S
UNDERSIDE
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VERT
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VEST
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WATER CLOSET
WD
WOOD
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WOOD VENEER
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WALL HYDRANT
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WATER PROOFING
WT
WEIGHT
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WELDED WIRE FABRIC
PROPOSED
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irvlTH CURRENT SITE A CCESSIB
IL TY REQUIREMENTS ENTS TO T` EXTENT REQUIRED BY LAW
DAVID HAWKINS DESIGNER
IMAM (PRINT) SIGNATURE DATE E
CAI ER
I AM THE OWNER CAR DESIGNER IN RESPONSIBLE CHARGE OF THIS PROPOSED PROJECT I HA VE
REVIEWED THE PR JECT AND DETERMINED THAT PROPOSED ESTROOM(S) AND SERVING AREA(S) ARE
DULL Y A CCESS[BILE70 THE EXTENT REQUIRED E Y LA W
DAVID HAWKINS X DESIGNER
NAME (PRINT) SIGNATURE DATE
OWNER
OWNED:
CONTACT:
NAVY FEDERAL CREDIT UNION
FRANCIS KUBIER
820 FOLLIN LANE
(619) 417-8187
VIENNA, VA 22180
Francis_Kubier@navyFederal.org
VICTOR WRIGHT
(858) 253-3167
Victor Wright@navyfederal.org
ARCHITECT
CONTACT:
H2 - HAWKINS + HAWKINS ARCHITECTS, INC
DAVID HAWKINS
726 9TH AVENUE, SUITE 1
(619) 232-7700
SAN DIEGO, CA 92101
David@h2asandiego.com
ELECTRICAL ENGINEER
coNTacT:
HENDERSQN ENGINEERS
MICHAEL BRANSON
5555 REDWOOD, STE 201
(702) 635-3507
LAS VEGAS, NV 89118
MICHAEL.BRANSON@REND
ERSONENGINEERS.COM
STRUCTURAL ENGINEER
CONTACT:
CONCEPT UNLIMITED ENGINEER
JEREMY INMAN
10020 FAR�OW RD
(803) 978-9023
COLUMBIR, SC 29203
Jlnman@conceptunlimited.com
PROJECT INFORM ION
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El 01 ELECTRICAL SITE PLAN
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E300 ENERGY
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Hawkil'ns+ a i s Architects, Inc
619.232.7700
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REVISION DATES:
SCHEMATIC DESIGN 05- 9-2019
45% REVIEW SET" 05-13-2019
0% REVIEW SET 0 -0 -2019
L. G CPT. SUBMITTAL 0-26-2019
HAWKINS + HAWKINS ARCHITECTS, INC
RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY
RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO
BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER
WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN
PERMISSION AND CONSENT OF
HAWKINS + HAWKINS ARCHITECTS, INC
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L G DPT. SUBMITTAL 0 -2 -2 19
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HAWKINS + HAWKINS ARCHITECTS, INC
RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY
RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO
BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER
WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN
PERMISSION AND CONSENT OF
HAWKINS + HAWKINS ARCHITECTS, INC
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REMOTE
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FEDERAL WAY, WA 98003
a
GENERALN'OTES.
H
g''
ELEC_____1____R1CAL SYMBOLS
0111111111 1 1111! 1 q I
smawn 0!
.. ....... . . .. .. . ...
STNNOARD MOUNTUNG HEIGHTS
AUDIBLE APPLIANCES (CENTERLINE)
8411
ALARMS
48"
ANNUNCIATOR PANELS (DISPLAY)
6011
CONTROLS (TOP OF DEVICE)
48"
EXIT SIGNS (WALL MOUNTED)
80"
FIRE ALARM ANNUNCIATOR PANEL (DISPLAY)
60"
FIRE ALARM BELL (EXTERIOR) (CENTERLINE)
12011
FIRE ALARM CONTROL PANEUUNIT (DISPLAY)
6011
INTERCOM (AFEA ONLY)
36to
INTERCOMS (TOP OF DEVICE)
4811
PULL STATIONS (TOP OF DEVICE)
4811
PHOTOCELLS
14411
RECEPTACLES
1611
RECEPTACLES (EXTERIOR)
24VI
RECEPTACLES (GARAGES)
24"
RECEPTACLES(POOLS)
27"
RECEPTACLES (ABOVE COUNTER) +6"ABOVE
BACKSPLASH/COUNTER, 40" MAX
RECEPTACLES IN EQUIPMENT ROOMS
4411
REMOTE INDICATING LIGHT (EQUIPMENT ROOMS)
48"
REMOTE INDICATING LIGHT (FINISHED AREAS)
CEILING
SAFETY SWITCHES (TOP OF DEVICE)
4811
STARTERS (TOP OF DEVICE)
4811
SWITCHES (TOP OF DEVICE)
4411
TELEPHONE, DATA OUTLETS
SAME AS ADJACENT DEVICE, UNO
TELEPHONE TERMINAL BOARD (BOTTOM)
6"
TELEVISION OUTLETS
REFER TO ARCH DRAWINGS
VISIBLE APPLIANCES (CENTERLINE) MORMONISM
zusumummmmmmum
III m9mmum
84"
USE THE DEFAULT MOUNTING HEIGHTS SHOWN ABOVE UNO IN THE CONSTRUCTION
DOCUMENTS. MOUNTING HEIGHTS LISTED ARE ABOVE FINISHED FLOOR (AFF) OR ABOVE
FINISHED GRADE (AFG) TO BOTTOM OF OUTLET BOX.
ALL
DEVICES SHALL BE INSTALLED IN
COMPLIANCE WITH CURRENT ADA AND LOCAL REQUIREMENTS.
glIll
ABBREVIATIONS
AF AMPERE FRAME SIZE
MCB
MAIN CIRCUIT BREAKER
AFC ABOVE FINISHED CEILING
MCC
MOTOR CONTROL CENTER
AFF ABOVE FINISHED FLOOR
MFR
MANUFACTURER
AFG ABOVE FINISHED GRADE
MIN
MINIMUM
AHJ AUTHORITY HAVING
MLO
MAIN LUGS ONLY
JURISDICTION
MOCP
MAXIMUM OVERCURRENT
AHU AIR HANDLING UNIT
PROTECTION
AIC AMPERE INTERRUPTING
MTD
MOUNTED
CAPACITY
N/A
NOT APPLICABLE
AS AMPERE SWITCH
NF
NON -FUSED
AT AMPERE TRIP SETTING
NL
NIGHT LIGHT (24HR ON)
ATS AUTOMATIC TRANSFER SWITCH
NRTL
NATIONALLY RECOGNIZED
AV AUDIO VISUAL
TESTING LABORATORY
BAS BUILDING AUTOMATION
(CSA,ETL,NSF,UL)
SYSTEM
Os
OCCUPANCY SENSOR
BKR BREAKER
P
POLE
C CONDUIT
PART
PARTIAL CIRCUIT
CAT CATEGORY
PH/O
PHASE
CATV CABLE TELEVISION SYSTEM
PNL
PANEL
CCTV CLOSED CIRCUIT TELEVISION
PNLBD
PANELBOARD
CD CANDELA
PROVIDE FURNISH AND INSTALL
CKT CIRCUIT
PT
POTENTIAL TRANSFORMER
CODE APPLICABLE CODE ADOPTED BY
QTY
QUANTITY
JURISDICTION
RCPT
RECEPTACLE
CT CURRENTTRANSFORMER
RELO
RELOCATE
CTR CENTER
RLA
RUNNING LOAD AMPS
CVD CUMULATIVE VOLTAGE DROP
RTU
ROOFTOP UNIT
DEMO DEMOLITION
SCCR
SHORT-CIRCUIT CURRENT
DPDT DOUBLE -POLE,
RATING
DOUBLE -THROW
SD
SMOKE DUCT DETECTOR
DPST DOUBLE -POLE,
SF
SQUARE FEET
SINGLE -THROW
SPDT
SINGLE -POLE,
(E) EXISTING
DOUBLE -THROW
EC ELECTRICAL CONTRACTOR
SPST
SINGLE -POLE,
EF EXHAUSTFAN
SINGLE -THROW
EM EMERGENCY
ST
SHUNT TRIP
EMS ENERGY MANAGEMENT
SWBD
SWITCHBOARD
SYSTEM
SWGR
SWITCHGEAR
ETR EXISTING TO REMAIN
TBB
TELECOMMUNICATIONS
EWC ELECTRIC WATER COOLER
BONDING BACKBONE
FAAP FIRE ALARM ANNUNCIATOR
TBD
TO BE DETERMINED
PANEL
TGB
TELECOMMUNICATIONS
FACP FIRE ALARM CONTROL PANEL
GROUND BUS BAR
FCA FAULT CURRENT AMPS AVAILABLE
TL
TWISTLOCK
FCU FAN COIL UNIT
TMGB
TELECOMMUNICATIONS MAIN
FF FINISHED FLOOR
GROUND BUS BAR
FLA FULL LOAD AMPS
TX
TRANSFORMER
FLR FLOOR
TYP
TYPICAL
GC GENERAL CONTRACTOR
U/F
UNDERFLOOR
GEC GROUNDING ELECTRODE
U/G
UNDERGROUND
CONDUCTOR
U/S
UNDERSLAB
GES GROUNDING ELECTRODE SYSTEM
UH
UNIT HEATER
GFR GROUND FAULT RELAY
UNO
UNLESS NOTED OTHERWISE
G GROUND
UPS
UNINTERRUPTIBLE POWER
IG ISOLATED GROUND
SUPPLY
ISC SHORT CIRCUIT CURRENT
VD
VOLTAGE DROP
JB/J-BOX JUNCTION BOX
VFD
VARIABLE FREQUENCY DRIVE
LF LINEAR FEET
W
WIRE
LRA LOCKED ROTOR AMPS
W/
WITH
LTG/LTS LIGHTING/LIGHTS
WP
WEATHER PROOF
MAU MAKE-UP AIR UNIT
WR
WEATHER RESISTANT
MAX MAXIMUM
WT
WATERTIGHT
MCA MINIMUM CIRCUIT AMPACITY
XP
EX PLOS 10,NPRrC>0 F
0
0
z
. ... .. . .. .
NNU^TATlr%Kl
MECHANICAL OR FIRE PROTECTION PLAN NOTE CALLOUT
PLUMBING PLAN NOTE CALLOUT
ElELECTRICAL OR FIRE ALARM PLAN NOTE CALLOUT
TECHNOLOGY PLAN CALLOUT
PLUMBING EQUIPMENT DESIGNATION. (CONTRACTOR FURNISHED AND
INSTALLED). REFER TO PLUMBING FIXTURE OR EQUIPMENT
SCHEDULES
EQUIPMENT DESIGNATION (OWNER FURNISHED, CONTRACTOR
EE INSTALLED)
_CU MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR FURNISHED
AND INSTALLED UNLESS NOTED OTHERWISE)
CONNECTION POINT OF NEW WORK TO EXISTING
DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER
�j LOWER NUMBER INDICATES SHEET NUMBER
SECTION CUT DESIGNATION
Immil III jpp
1%
,IRCUITING &WIRING
7 5 HOMERUN TO PANELBOARD. INFORMATION AT ARROWS ARE CIRCUIT
NUMBERS AND PANELBOARD FOR TERMINATION. REFER TO
*00�0 R P1 PANELBOARD SCHEDULES FOR BRANCH CIRCUIT CONDUCTOR SIZES.
P1 -315*7
CIRCUIT CONTINUATION OR PARTIAL CIRCUIT
CONDUIT CONCEALED
CONDUIT IN/UNDER FLOOR/GROUND CONSTRUCTION
ow" ONO""** EXPOSED CONDUIT
FLEXIBLE CONDUIT
LOW VOLTAGE CABLE (NOT ROUTED IN CONDUIT)
00 CONDUIT TURNING DOWN
CONDUIT TURNING UP
CONNECTION POINT OR EQUIPMENT TERMINATION
EQUIPMENT TERMINATION
CONDUCTOR TICK MARK LEGEND
WHERE TICK MARKS ARE SHOWN, THLE FOLLOWING SHALL GOVERN:
SWITCHED HOT (PHASE) CONDUCTORS (SHOWN TRAILING
NEUTRAL)
NEUTRAL (GROUNDED) CONDUCTOR
UN SWITCH[,,7, D HOT (PHASE) CONDtICTORS (SHOWN LEADING
NEUTRAL)
NOTE: HASH MARKS INDICATE QUANTITY OF CONDUCTORS
EQUIPMENT (,�ROUNDING CONDUCTOR IN CONDUIT (GREEN
INSULATION OR BARE)
ISOLATED GiR(A)NDING) (*#0NDU(`#TOR IN CONDUIT (GREEN
INSULATION W111 I YE[,J_0W T1 ACER)
BRANCH_C1RCUj,j.,C0NDUCT0R TABLE
wl
WHERE TICK MARKS ARE NPa7 SHOWN, THE FOLLOWING SHALL GOOV
# OF POLES HOT, (PHASE)* NEUTRAL (GROUNDED)** GROUNDING***
IP (1) (1) LINO
2P (2) (1) UNO
3P (3) (1) UNO
PROVIDE ADDITIONAL CONDUCTORS THROUGH ENTIRE CIRCUIT (SWITCHED,
UNSWITCHED/EM, ETC.) AS INDICATED THROUGHOUT CONSTRUCTION DOCUMENTS
AND AS REQUIRED FOR A COMPLETE AND WORKING SYSTEM.
REFER TO SPECIFICATIONS FOR LIMITATIONS ON SHARING NEUTRAL (GROUNDED)
CONDUCTORS. DO NOT CIRCUIT AS A MULTI -WIRE BRANCH CIRCUIT, UNO.
PROVIDE ADDITIONAL ISOLATED GROUNDING CONDUCTORS WHERE INDICATED.
REFER TO SPECIFICATIONS, PLANS, NOTES, WIRING AND CONTROL DIAGRAMS FOR
ADDITIONAL CIRCUITING REQUIREMENTS.
LINETYPE LEGEND ..... . .. ...
THROUGHOUT THE DRAWINGS DIFFERENT LINETYPES ARE USED IN COMBINATION WITH
THE SYMBOLS TO INDICATE THE STATUS OF ITEMS AS EXISTING, TO BE DEMOLISHED, TO
BE INCLUDED AS PART OF NEW WORK AND/OR ITEMS WHICH ARE ANTICIPATED TO BE
PROVIDED IN THE FUTURE. THE STATUS OF ITEMS USING THESE LINETYPES ARE RELATIVE
TO THE VIEW IN WHICH THEY APPEAR. PHASING SHOWN IN DRAWINGS IS NOT INTENDED
TO FULLY DESCRIBE ALL NECESSARY CONSTRUCTION PHASING, WHICH IS DETERMINED BY
THE CONTRACTOR AS PART OF THEIR RESPONSIBILITIES. ANY SUCH PHASES DESCRIBED
IN THE CONSTRUCTION DOCU I MENTS ARE GENERAL AND ONLY INTENDED TO INDICATE A
BROAD ORDER FOR THE SAKE OF DESCRIBING THE PROJECT. THE FOLLOWING LINETYPES
MAY BE USED ON ANY DEVICE, EOUIPMENT, NOTE, LINE, SHAPE, ETC.
EXISTING NEW
DEMOLISH ------------ FUTURE
(REFER TO LIGHT FIXTURE SCHEDULE FOR MORE INFO)
L I H T I N I lippivilippillp, Jill
LIGHT FIXTURE
ja Lfj a = SWITCHED BY SWITCH "a"
A = LIGHT FIXTURE TYPE "All
�0 _L_ = WALL MOUNT
00) = ARROW INDICATES AIMING DIRECTION
jFmm=Wmrmm=mm
- - -------- -
LIGHT FIXTURE CIRCUITED AS A NIGHT LIGHT (NL)
EMERGENCY LIGHT FIXTURE WITH EMERGENCY LIGHTING BATTERY
PACK OR CONNECTED TO EMERGENCY SOURCE
NIGHT LIGHT/EMERGENCY LIGHT FIXTURE WITH EMERGENCY BATTER�
PACK OR CONNECTED TO EMERGENCY SOURCE
LIGHT FIXTURE WITH DUAL BALLASTS CIRCUITED SEPARATELY
(SHADING IMPLIES EMERGENCY LIGHT FIXTURE)
SZM LIGHTING TRACK WITH LIGHT FIXTURE TYPES AS INDICATED
MIRROR LIGHTS
(>0 DOC] EXTERIOR SITE PARKING LOT LIGHT FIXTURE
0 EXTERIOR PEDESTRIAN POST TOP LIGHT FIXTURE
0 EXTERIOR LIT BOLLARD LIGHT FIXTURE
EXIT SIGN - CEILING / WALL MOUNTED, ARROWS AS INDICATED, FACE
HATCHED
EMERGENCY LIGHTING UNIT EQUIPMENT WITH BATTERY PACK -
004 CEILING/WALL MOUNTED
SWITCHBOARD OR MOTOR CONTROL CENTER ON HOUSEKEEPING PAD
ELECTRICAL DISTRIBUTION PANELBOARD
TRANSFORMER
MOTOR
DISCONNECT SWITCH - "20013/15013R" DENOTES
200/3/15013R AMPERES/POLE/FUSE/NEMA ENCLOSURE RATING, NF= NON -FUSED,
CB= CIRCUIT BREAKER (200/3/CB), NO VALUE (200/3/150) FOR NEMA
ENCLOSURE MEANS STANDARD NEMA I RATING
2
IH
UR
US
El
E�D
f"'t A C t"IONAI,,, H01"MPOWER MANUAL GONJ'ROLLER
Imm=
RELAY OR CONTACTOR (IN SCHEMATICS)
CONTACTOR (SIZE, COIL VOLTAGE AND NUMBER OF POLES AS
INDICATED)
TIME SWITCH
I
A ISM
1111 U10 NNO
SINGLE POLE SWITCH (NO LETTER DESIGNATION)
SWITCH LETTER DESIGNATIONS AS FOLLOWS:
2 = TWO POLE
3 = THREE-WAY
4 = FOUR-WAY
D DIMMER
F FAN SPEED CONTROL
K KEYED
LV LOW VOLTAGE
OS OCCUPANCY SENSOR
P = SPST PILOT LIGHT
VS VACANCY SENSOR
WP WEATHER PROOF
BRANCH CIRCUIT TRANSFER SWITCH
![Jim
I! 1A, 16,
bil I �
il 11 1 � we",
17!k.
NF
TWIST -LOCK TYPE RECEPTACLE
Ll
*OR
GFCI TYPE RECEPTACLE*
ISOLATED GROUND TYPE RECEPTACLE*
OR
EMERGENCY RECEPTACLE*
RECEPTACLE INSTALLED ABOVE COUNTER OR BACKSPLASH*
0
RECEPTACLE INSTALLED IN CEILING*
RECEPTACLE INSTALLED IN FLOOR*
RECEPTACLE INSTALLED VIA DROP CORD*
RECEPTACLE LETTER DESIGNATIONS AS FOLLOWS:
C = AUTOMATICALLY CONTROLLED
CH = CLOCK HANGER TYPE
D = DEMOLISHED
WR/Wp
E/ETR/EX = EXISTING
EM = EMERGENCY POWER
GFCI = GROUND -FAULT CIRCUIT INTERRUPTER
H HORIZONTALLY MOUNTED
IG ISOLATED GROUND
R RELOCATED
S MANUALLY SWITCHED
TR = TAMPER RESISTANT
TV = TELEVISION
USB = USB/DUPLEX
WP = WEATHER PROOF COVER
WR = WEATHER RESISTANT
MULTI -OUTLET ASSEMBLY
V
TELEPHONE OUTLET
DATA OUTLET
MULTI -SERVICE OUTLET; TELEPHONE AND DATA
ABOVE COUNTER, TYP
WALL, TYP
FLOOR, TYP
A
MULTI -SERVICE POWER POLE WITH TELEPHONE, DATA AND POWER
0
OUTLETS A = TYPE, REFER TO PLANS, SCHEDULES AND
SPECIFICATIONS
A
MULTI -SERVICE FLOOR BOX WITH TELEPHONE, DATA AND POWER
OUTLETS A = TYPE, REFER TO PLANS, SCHEDULES AND
SPECIFICATIONS
V2.01
E L E C T rK` I CA LUNE-LIN'E & RISElfK"' DIAG"RAM
##A SWITCH (RATING AS INDICATED)
3P
##A
3P DRAWOUT CIRCUIT BREAKER (RATINGS AS INDICATED)
##AS
3P FUSED SWITCH (RATING, POLES AND FUSE TYPE AS INDICATED)
##AF
3P
##AF COMBINATION FUSED SWITCH/STARTER AND STARTER SIZE
FUSE TYPE
NEMA #
##A CIRCUIT BREAKER (RATINGS AS INDICATED)
3P
j##A
3P
NEMA # COMBINATION CIRCUIT BREAKER/STARTER AND STARTER SIZE
PANELBOARD, SINGLE OR MULTI -SECTION (REFER TO SCHEDULES)
ISOLATED POWER PANELBOARD W1 INTEGRAL TRANSFORMER
(REFER TO SCHEDULES)
TX#
TRANSFORMER (TYPE AND RATINGS AS INDICATED)
TX#
SHIELDED TRANSFORMER (TYPE AND RATINGS AS INDICATED)
co
AUTOMATIC TRANSFER SWITCH (RATINGS AS INDICATED)
##A
f (WIBYPASS)
AUTOMATIC TRANSFER SWITCH WITH BYPASS (RATINGS AS
I INDICATED)
J
KW .-GENESAMR . � __ �
MIG GENERATOR (RATINGS AS INDICATED)
NON -SEPARATELY DERIVED SOURCE
OR
SEPARATELY DERIVED SOURCE
MDPSWITCHBOARD ELEC ROOM
### AMPS 4BOY1277V 30 4W SWITCHGEAR, SWITCHBOARD AND/OR DISTRIBUTION
PANELBOARD (TYPE, RATING, DEVICES AND ACCESSORIES
AS INDICATED)
COMBINATION DIGITAL VOLT METER/AMMETER
CIRCUIT IDENTIFICATION (REFER TO CIRCUIT SCHEDULE)
L2FR GROUND FAULT RELAY
ED PHASE FAILURE RELAY
(ED KIRK -KEY INTERLOCK (# INDICATES KEY PAIR)
9=14"mm"
SHUNT TRIP
LMJ AMMETER (RANGE AS SPECIFIED OR REQUIRED)
DWXNM"
VM VOLTMETER (RANGE AS SPECIFIED OR R Q
UTILITY UTILITY METER (AS REQUIRED BY UTILITY)
METER
AMMETER SWITCH
VOLTMETER SWITCH
D wATT-HOUR METER, "D" DENOTES DEMAND REGISTER, f"I 5" DENOTES
UH 15 MINUTES OF DEMAND INTERVAL
CURRENT TRANSFORMER RATING AS SPECIFIED OR REQUIRED
POTENTIAL TRANSFORMER RATING AS SPECIFIED OR REQUIRED
� �PD SURGE -PROTECTIVE DEVICE
GROUND CONNECTION
GROUND CONNECTION WITH TEST WELL
GROUND ROD
I LIGHTNING ARRESTER
CAPACITOR
CONTACT (OPEN OR CLOSED)
-AVV%- HEATER
MOTOR
L#j# BLOCK LOAD KW OR KVA
X F# X FP# FAULT POINT REFERENCED IN SHORT CIRCUIT CURRENT AND
VOLTAGE DROP SPREADSHEET
W w
m A
A,
R A m
m W
04
EXTERIOR LIGHTING ZONE
ZONE 3 (2015 WSEC)
Hawkins + Hawkins ArchiteCtS, Inc
619.232.7700
fax 619.232.7770
www.H2Asandiego.com
726 9th Avenue, Suite 1
San Diego, California
92101
le �Kf " W, -
1800 S 320TH ST
FEDERAL WAY, WA 98003
REVISION DATES".
SCHEMATIC DESIGN 05-29-2019
45% REVIEW SET 06-13-2019
BLDG DEP. SUBMITTAL 08-16-2019
HAWKINS + HAWKINS ARCHITECTS, INC
RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO
BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER
WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN
PERMISSION AND CONSENT OF
HAWKINS + HAWKINS ARCHITECTS, INC
0
EXISTING PANEL P
EXISTING UTILITY METER
0
P-6
01
Im"LU,
FROM,
'Op.
0
("I'me's
EXISTING LIGHT P
. . . .
2 KEYPLAN tv
SCALE: NTS
[�] KEYNOTES1
ORDINATE EXACT LOCATIONSALL ATM DEVICES WITH CONCEPT
UNLIMITED DRAWINGS.
2. PROVIDE TORK DLC400BP TIME SWITCH WITH 120V CONTACTOR FOR CONTR
OF ATM CANOPY LIGHTING. MANUAL CONTROL INTEGRAL TO TIME SWITCH.
MOUNT TIME SWITCH AND x BELOW
PANELBOARD.PROVIDEPADLOCKS ON
3. ATM CANOPYLIGHTING IS EXEMPT FROM WASHINGTON ENERGY OD
REQUIREMENTS C405.2.7 AND C405.5 BECAUSE LIGHTING IS FOR LIFE SAFETY
REQUIREMENTS PER THE WASHINGTON STATE LAW RCW19.174.050
AUTOMATED TELLE- MACHINE LIGHTING REQUIREMENTS.O
ALLOWED TO BE LOWER THAN 10 FOOTCANDLES WITH 5'OF ATM.
4 ROUTE - THROUGH Ox a► - O
AUTOMATIC SHUTOFCONTROL.
5. EXISTING PANELBOARD. PROVIDE PADLOCK ON PANELBOARD.
6. PROVIDE CONCRETE ELECTRICAL BOX, JENSEN HN1017, FOR INCOMING PO
AND DATA SERVICE. FIELD VERIFY BOX IS CONCEALED UNDER ATM PRIOR TO
COMMUNICATION
7. EXISTING, INCOMING FROM CENTURY LINK. FIEL1,
EXACTVERIFY r x
Hawkins +H wk n Arch %L ,Inc
619.232.7700
fax 619.232.7770
www.H2Asandiego.co
726 9th Avenue, Suite
San Diego, California
ornia
191
FEDERAL WAY, WA 98003
REVISION DATES:
SCHEMATIC DESIGN 05-29-2619
45% REVIEW SET 06_ 13-2019
BLDG DEP. SUBMITTAL 66-16-2019
HAWKINS + HAWKINS ARCHITECTS, INC
RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY
RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO
BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER
WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN
PERMISSION AND CONSENT OF
HAWKINS + HAWKINS ARCHITECTS, INC
ELECTRICA
llN Jk2J,K:.::e.
ITL
P PLAN
SCALE: AS SHOW
WX
�ftz =Ih
UTILIW TIRANSFORIVIER
1208Y/12OV, 30s 4W SEC
1225KVA
(EXISTING)
F1
F2
CT
CABINET
NEMA3R
(EXISTING)
.......... -------- ..... . .................... . . . .......
0
Q-IZ
z X
W
mg""
�w
�g,�
N"
4
�0'
MN,
Arc Flash and Shock Risk Arc Flash, ond Shock Risk
Appropriate PPE Required Appropriate PPE Required ONE -LINE DIAGRAM
....... ... ... ... ... ...... . ....
SCALE: NTS
59 in Arc Flash Boundary 197 in Arc Flash Boundary
Cal/CnjA CallCMA
18.49 2 Incident Energy at 18 i`n 60.7 2 Inciden't Energy at 18 'in
Arc -rated shirt & pants + arc -rated Arc -rated shirt & pants + arc -rated I
PPE PPE
coverall + arc -rated arc flash suit coverall + arc -rated are flash suit
208 VAC Shock, Risk when cover is removed 208 IIAC Shock,''Risk when coveris removed
BUILDING ELECTRICAL, SERVICE LOAD SUMMARY
00 Glove Class 00 Glove �,Class
B SERVICE DESCRIPTION.,
BUILDING OCCUPANCY TYPE:
42 'in Urrifted Approach 42 in Limited Approach
15
BUILDING SQUARE FOOTAGE: 208Y/1 20V, 1 PH
12 in Restricted Approach 12 t"n Restricted Approach man"
LOAD DESCRIPTION Connected Demand Demand
_n� nn_ �,n,,,
R� . ....... �
FACTOR KVA
K�11
�ggzw`I'
4,0
TR
0.00
0,00
7,
-SUMMER
7 100%
HVAC
S
SKM Systems Analysis, Inc. KM Systems Analysis, Inc. WINTER 0.00 100% 0.00
HVAC
1 Pearl St.
1 Pearl St.
LIGHTING (PER NEC-220) OA 05 125% 0.07
R(-,*dondo Beach, CA 90277 . . . . . . . . . . . . . . . . . Redondo Beach, CA 90277
0.00 100%; 60% 0.00
Syste,.,tos*Analysis, 00 RECEPTACLES
loc.
(310) 698-4700 (310) 698-4700
MISCELLANEOUS EQUIPMENT 2.30 100% 2.30
Job#-* '232874'1 Prepared on.- 1 06110119 113 Engineer J ob# 232874 Prepared on: 06110/19 1113y:!] Engineer
Y*
1.86 125% 2.33
"T
EXTERIOR LIGHTING
N'g
77 ,77,7!`,77,�,
.7� 7777
01 NOW,
m
,nZ
'p"
IT,
j,
R
TOTAL LOAD 4.21 KVA 4,69
IN 0,5
M
""h
T ......... ....
20.25 AMPS 22.55
TOTAL AM PACITY
.........
"I'A" iii N,101"`,�'11'11"111',
A
4NA
w T
Iv
quflt, F-Z"',�,"11,1V V
SERVICE AMPACITY
60 AMPS 60.00
SPARE CAPACITY AMPS 37'
............
N
M mmum nm,,gggp mqm'�
INN,
21
Arc Flash and Shock Risk
Appropriate PPE Required
59 i n, Arc Flash Boundary
18.27 Cal/CMA2 Incident Energy at 18 i*n
Arc -rated shirt & pants + arc -rated
IPPE
co,,, erafll + arc -rated arcflash suit,
208 VAC Shock Risk when cover i's removed
00 Glove Class
�42'1'n Limited Approach
112 'M Restricted Approach
H`
gq
MRM�
SKM Systems Analysis, Inc.,
1 Pearl St.
. . . . . . . ....... Redondo Beach, CA 90277 f
Prot Trip
Bus Bus Prot
-4700 Protective
(310)698
Bo Ite d Arcing Bolted Arcing 7
...... .... Bus Name Bus kV
Device Name
Fault (kA) Fault (kA) Fault (kA) Fault (k,A)
Job#: 232874 Prepared on: 06/10/19 By: Engineer
"aR2"
UTIUTY TRANSFORMER 0.208 Max.TripTime 29.10 9.21 2910 9.21 2
IN
N ffln
C
1"
a
0 lot
W
Saw
a I
a a a OR A
too 10
an
'10 A 10
10 1 0
a
A
a A so
m dh a it
A *'a
a
&
a I
A
A 0
Q -4 ------------
a I
A
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f1le
a I
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60.70 Arc -rated shirt & pants + arc -rated
0, 4� % I ek rtth 11 .4. tk r^ - re-) +izi -� ri- fi:�,(-_ �t ?_- 114
CT CABINET 0.208 WxTripTirne 2.18 1,49 2.18 1.49 2.000 0,000 59 18 �3.49 Arc -rated snirt irx pants + arc-ratea
@2. Os coverall + are -rated arc flash suit
PANEL BOARD P 0.208 MaxTripTime 2.11 1.46 2.11 1.46 2.000 0.000 59 is 8.27 Arc -rated shirt & pants + are -rated
@2,Os coverall + aro-rated arc flash suit
Hawkins + Hawkins Architects, Inc
619.232.7700
fax 619.232.7770
www.H2Asandiego.com
726 9th Avenue, Suite 1
San Diego, California
92101
00I
'T
Fs
D E L WA T
REMOTE ATM
1800 S 320TH ST
FEDERAL WAY, WA 98003
- - - --------
REVISION DATES:
SCHEMATIC DESIGN 05-29-2019
45% REVIEW SET 06-13-2019
BLDG DEP. SUBMITTAL 08-16-2019
HAWKINS + HAWKINS ARCHITECTS, INC
RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY
RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO
BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER
WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN
PERMISSION AND CONSENT OF
HAWKINS + HAWKINS ARCHITECTS, INC
ONE=LINE
DIAGRAM AND
SCHEDULES
SCALE: AS SHOWN
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NFCU FEDERAL WAY REMOTE ATM
Date 7/9/2 019
�Extendi tightin 9
Zone 1 0 Zone 2 Zone 3 Zone 4 For Building Department Use
Exterior Lighting Zone selection t -equired to enable L TG-EXT form
Zones are defined in Table C405.5.2(l) and specified by the
New construotion Addition - stand alone 0 Addition
+ existing
---- ----- --
Alteration with < 50% Alteration with z 50% ext. Use
ext. wattage replaced wattage replaced Note.
----------------
k.;jrounds
Exemption Life satey requirement per n State Law
Efficacy;> 80 lumens/watt Washiagto
s to individual
rTain��)s > 100 Watts
Kim Controlled by motion sensor RCW19J74,050 for ATM Lighting Requirements
U
0 Uaxi*mum Allowed Lighting Wattage"OTE1 Base Site Allowance.
Area. kit), perimeter
Surface Description
(If) or# of items
L---
per f�t or per If
f NOTE 2
�or X T)
- - - -----
parking Lot Win 60� of ATM
----- - -----
---- -------- - --- -
Total Allowed Tradable + Site Allowance Watts:
l�� 11 IF I
- --------- --- --- - - . ... ..... ...
Number of 11,atts per JAlatts
N. OTE 6
N OTE 4, 6 )sed
i� Propc -otl
Fixture Description Fixtures Fixture
Existing LED Light Pole
4 tmdable mtts may not exceed the sum of total al/ovied tradable Total Proposed Tradable Watts. 1309
hase site allomrice. Any, base site, allomnoe not needed to
lO mits comply can be applied to individual non -tradable
able Maximum Allowed Lighting Wattage Site Allowance Remaining:
%rea. 06, perimeter Allowed Natts
Surface Description (If) or# of items �1 perfe',iforttOrn
-------- - - -- -------------------
xft2 (or x NOTE 2
------------------
Number of
ati��
Watts
Fixture Description NOTE4,5
Fixtures
FixAure
Proposed
FTRIM _2MMITI-
",A-4'LED STRIP FIXTURE
Non-tradablo, ptoposexi %,ofts may not exceed allovied vwtts for any Individual IV t-r--
surface unle$s fh("? total excess vtotts for all non-tr s
the remainingsito allom, ace. adable sur4ioes are les tha Remaining Site Allowance: 346
Extenior 11 j, ightin,g COMPLIES WITH MAX. ALLOWA
Note 1 - List,,,ill exterior surfaces per Table C405.5,2(2) that occur in the project scope. Select exterior surface categories hom drop d . w7 menu
Note. 2 - 001 Message - Enter lighting fixture information for this surface in Proposed Lighting Wattage table to generate Lfghft Pomr.Aflom
Note 3 - ki I guill proposed /�ghtlng fixtures it)cluding existing -to -remain fixtums.
Note 4 - For 1,�)toposvd Fixture, Description, indicate fixture type, lamp type, num ber of lamps in the'rixture, and ballast type (if applicable).
Note 5 - fixtures shall be includedin the Tradable and Non -Tradable Proposed Lighting Watkage tables in the same manner
as 1)(,,,,tw fixtujv� o
,� ldt�ntjfk as existing in rixture description.
Note 6 - For l'Itoposed WaltslFixture enter the luminaire vwttage for installed lamp and ballast using manufacturer or other approved source. Fot
lurnin,,,fire s v4th scre)w-in lamps, enter the manufacturer's listed maximum input viattage of the fixture (notthe lamp vtattagq). Forlow
fl(,11,,�tinq, enter the mttaqe of the transfbrmer.
--------
11:86ildlhgs 'RI2:,. R3! �!144, Revi'' nd::Now, 7
for 31: '1546 ri e S "ra n So
as. ling stak-,�Sne �Code:'Cbm Ui nce'Forms, :.Oomrnerci 'Ove 1 171 1, 11 1 1 11 I lam
GAP
4 inctuding R2143 ... R4,over:3, 0 C-) D a Reviiod Nov �!'017
r C,,ornmerciAl Suildlnos st ri,,, nd It R1
till-, 0111111i 1 00 1 0 1
7/9/2019
77! 7 : 1. - . - .. 7-p!1.0010AW m mm
NF TEDERA.L. 'A 'REM Vfik
Pfoilll* T' W 'Y
1 1 1 I
12
`7 0:1,
NFCO FEDERAL WAY REMOTE ATM lbaklla.:
P NFC0 FEDERAL WAY
r0jei6t Title:
he forliowiriq inforniatiorl Is ohook
REMOTE ATM,
nc
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Hawkins + Hawkins Architects, Inc
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fax 619.232.7
WWW. San iego-c
726 9th Avenue, Suite 1
San Diego, California
2101
18100 S 320TH ST
FEDERML WAY, WA 98003
REVISION DATES*
SCHEMATIC DESIGN 05-29-2019
45% REVIEW SET 06-13-2 1
BLDG DEP. SUBMITTAL 08-16-2019
HAWKINS + HAWKINS ARCHITECTS, INC
FORMS
SCALE: AS SHOWN
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