BLD20190690of Eb4
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
STATUS: ISSUED 08/01/2019
Pen -nit #: BLD20190690
I
Expiration Date: 08/01/2020 Project Address: 111 4TH AVE N EDMONDS
Parcel No: 00434400600100
SAN KAI LLC
SHUBERT HO
CUSTOM WOODWORK
C/O SHUBERT HO
PO BOX 1952
C/O CONSTANTINE MAVROMATIS
229 3 RD AVE S STE 301
EDMONDS, WA 98020
1312 3RD ST
EDMONDS, WA 98020
KIRKLAND, WA 98033
(425) 643-8400
(206) 588-5148
(425) 828-2579
LICENSE #: CUSTOW* I 78RR EXP: 10/19/2020
T/I FOR NEW SUSHI RESTAURANT .'� �; 1 1, �
VALUATION: $50,000
PERMIT TYPE: Commercial
PERMIT GROUP: 71 - Tenant Improvement
GRADING N CYDS: 0
TYPE OF CONSTRUCTION VA
RETAINING WALL ROCKERY-
OCCUPANT GROUP: B
LOAD- 47
_OCCUPANT
FENCE: 0 X 0 FT-)
CODE: 2015
OTHER: ------- OTHER DESC:
I ZONE: BD I
INUMBER OF STORIES: 0
1 VESTED DATE
INUMBER OF DWELLING UNIT S: 0
ILOT #-
EMSTINC ARIA
BASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0
PROPOSED AREA
79ASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0
3RD FLOOR: 0 CA RAGE: 0 DECK: 0 OTHER: 0
E3 RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
BEDROOMS: 0 BATHROOMS: 0 1
BEDROOMS. 0 BATHROOMS: 0
FRONTSVI'BACK SIDESFIFBACK REARSETBACK
FEQUIRED: PROPOSED J=QUIRED: PROPOSED: IREQUIRED: PROPOSED.
HEIGHT ALLOWED:0 PROPOSED 0 IREQUIRED: PROPOSED:
SETBACK NOTES:
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO —
PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION
INSURANCE AND RCW 18:27.
IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL O� HIS/HER DEPLITY AND ALL FEES ARE PAID.
S P--u 6 Z\/ �'q K !(-� �A V, (_
Sigrfatqfe Print Name Date R61eased By Q� [late
ATTENTION
ITIS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF
OCCUPANCY HAS BEEN GRANTED. UBC109/IBCIIO/IRCI 10.
= Fw = APPLICANT = ASSESSOR aicrry
�1�
STATUS: ISSUED BLD20190690
CONDITIONS I
• Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of
the building or structure. Check thejob card for all required City inspections including final project approval and final
occupancy inspections.
• Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from
adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing
fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable.
• Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been
specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision
of city code or state law does not approve any items not to code specification.
• Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits
of ECC Cbapter 5.30 only during the hours of 7:00am to 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding
Sundays and Federal Holidays. At all other times the noise originating from construction sites /activities must comply with the
noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
• Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indernnify defend and hold
harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of
whatever nature, arising directly or indirectly from the issuance for this permit. Issuance of this permit shall not be deemed to
modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance
provision.
• Nothing in this pennit approval process shall be interpreted as allowing or perrnitting the maintenance of any currently existing
illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application,
regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or
condition may be the subject ofa separate enforcement action.
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY
CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT
TIME LIMIT: SEE ECDC 19.00.005(A)(6)
I TO SCHEDULE INSPECTIONS
BUILDING
ENGINEERING (425) 771-0220 EXT. 1326
1. Go to: www.edmondswa.gov
Building Department Inspections
2. Then: Services
are now scheduled online. If you
FIRE (426) 776-7720
3. Then: Perm its/Development
have difficulties, please call the
4. Then: Online Permit Info
Building Department front desk for
PUBLIC WORKS (425) 771-0235
5: If you don't have one already, create a
assistance during office hours.
login (upper right hand comer)
(425) 771-0220
RECYCLING (425) 275-4801
6: Schedule your inspection
I I
When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection
being requested, Contact Name and Phone Number, Date Preferred, and whether you prefer morning or afternoon.
• B-Preconstruction meeting
• B-Isolated Footings/Piers
• B-Framing
• B-Insulation/Energy
• B-Building Final
• B-Other
• F-Fire Final
�11c. 11;9v
BUILDING PERMIT
APPLICATION
Development Services
Building Division
121 Sth Ave N Edmonds, WA 98020
425.771.0220
For handouts, submittal requirements, permit status and inspection
scheduling information go to: http://www.edmondswa.gov
JOB SITE INFORMATION/LOCATION: (Where the work is taking place)
Job Site Address: -it I q "" A V9_ KJ - T30>0
Parcel:
Lot /Unit/Suite #: Subdivision:
PROPERTY OWNER:
Name: 1-6j A wA� 2na!!�5jw
Mailing Address: �3 L45-1 %. 15 +Q_ ;,do
City/State/Zip: kAA ot oo 4b
Phone#:
Email:
OWNER INSTALLATION: *If yes, read and sign*
Will work be performed by the property owner? 0 Yes )q No
I own, reside in, or will reside in the completed structure.
This installation is being made on property that I own which is
not intended for sale, lease, rent, or exchange according to
RCW 18.27.090.
Owner Signature:
APPLICANT / CONTACT INFORMATION:
Name of Applicant: S +�t
Mailing Address: Ru 13 ri Y. I
City/State/Zip: t-,AMA� 62-0
(e 'KI 418
Phone #: o
E-mail: S
V
GENERAL CONTRACTOR: (if different from applicant)
General Contractor: _CV%s6iTAk tA5t4LA�
Mailing Address: 20 FJ�?x
City/State/Zip: IV4_ M)"2-D
Phone#: ;0(1
I
E-mail: (; tW 6.a,�,k �A_b 0 1' COY'^ -
WA STATE CONTRACTOR L & I # (CCB) & EXPIRATION DATE:
C 1-4- S10 W"o 175 k�l 10/\Vv�
Office Usu Orly
Permit #: I L D,
I Of -
TYPE OF PERMIT (Provide
Details on Page 2)
D Accessory Structure/
0 Addition
Detached Garage
El Demolition
4WW"Vc_a_r—
• New Single Family / Duplex
NUFRIDeP-8
• Fire Sprinkler
El Remodel
El New Commercial/ Mixed Use
0 Re -Roof
El Tank
ATenant lmprovement�)
0 Other
Remodel Permit fees are based on:
The value of the work performed. Indicate the value (rounded to
the nearest dollar) of all equipment, materials, labor, overhead,
and the profit for the work indicated on this application.
V a I u a 0 o n:
PROPOSED NEW SQUARE FOOTAGE FOR THIS APPLICATION
Basement sq ft: Finished C3 Unfinished 0
Ist Floor, sq ft:
17
2nd Floor, sq ft:
Garage/Carport:, sq ft:
Deck/Covered Porch/Patio:
Other sq ft:
PROJECT DESCRIPTION
W,7ff
957" , "V7 WzWrqTMV%A
9 A 2,"
�Mf MIM
I certify that the information I have provided on this form/application is true,
correct and complete, and that I am the property owner or duly authorized
agent of the property owner to submit a permit application to the City of
Edmonds.
Print Name: OA""tk +f-th
CITY OF EDMONDS BUSINESS LICENSE #:
1 ja I
Signature!:-_-�4 A-? Date
GENERAL COMMERCIAL DATA
wp(s): J5- Occupant Load(s):
Type(s) of Construction:
Fire Sprinklers: Yes El No$
WA STATE ENERGY CODE: If your project affects the building envelope,
mechanical systems, and/or lighting, You must complete the
appropriate WSEC forms.
DEFERRED SUBMITTALS: All commercial building permits that will require
associated plumbing, mechanical, fire sprinkler, and/or fire alarm
permits are applied for separately.
TI / CHANGE OF USE / NEW BLDG: Include TRAFFIC IMPACT worksheet
MECHANICAL EQUIPMENT COUNTS (New and Relocated)
BTUs Gas Elec Other Qty
A/C Unit /Compressor
Air Handler /VAV
Boiler
Dryer Duct
Exhaust Fans
Fireplace
Furnace
Heat Pump Unit
Hydronic Heating
Roof Top Unit (Provide eleva-
tions if a Commercial Bldg)
H'D 0
Other:
PLUMBING FIXTURE COUNTS (New, Relocated or re -piped)
City Qty
Clothes Washer
Tub/ Showers
Dishwasher
Backflow DevicODCDA, AVB)
Drinking Fountain
Pressure Reduction/ Regulator Valve
Floor Drain/Sink
Refrigerator Water Supply
Hose Bibs
Water Heater - Tankless 0 r N
Hydronic Heat
Water Service Line
Sinks
Other:
Toilets
Other:
GAS/FUEL CONNECTION COUNTS (New, Relocated or re -piped)
BTUs Qty BTUs Qty
A/C Unit
Outdoor BBQJ Fire pit
Boiler
-Lmad;;
op"Irl
Stove/Range/Oven
.
Dryer
Water Heater-fc�-
Fireplace/ Insert
Other:
Furnace
It =Other
MEDICAL GAS, AIR VACUUM COUNTS
(New, Relocated or re -piped)
QtY QtY
Carbon Dioxide
Nitrous Oxide
Helium
Oxygen
Medical Air
Other:
Medical - Surgical Vacuum Other:
DEMOLITION
Type of structure to be demolished:
Square footage of structure to be demolished:
AHERA Survey done? Y / N
PSCAA Case tt:
Critical Areas Determination:
Study Required [I Conditional Waiver El Waiver 13
Fill in Place El Fill Material:
Removal 7
Size of Tank (Gallons)
Critical Areas Determination:
Study Required 0 Conditional Waiver Waiver
GRADE/FILL/EXCAVATE
Grading: Cut cubic yards
Fill cubic yards
Cut / Fill in Critical Area: Yes C3 No El
GENERAL PROVISIONS
APPLICATIONS: Applications are valid for a maximum of 1 year.
ESLHA Applications, 2 years.
LICENSING: All contractors and subcontractors are required to be licensed
with Washington State Department of Labor & Industries and have a
current City of Edmonds Business License.
4L�4
Sir-
09 --eD S4- 2-?- - 7 k,?c �-(z. -k)
�Iuziw� (((5- 7-u4-"
f7
pos
P654- a,
4-7
6
. 1W
'a
A, twGRCNATNat,miGasllOCW(S$CpR&,I 5 antPm RSD-60-MC 60' Counw�p Refd9aratod
N_ Glass Dw, Back Ba, R,fdgwatw ith LED
Dispe ... r -Sul,Im Steal, (2) 112 K*9 Capacity
A— SS�UC,60R.HC 60'
U,d,m ...
A,,,tm A49F41C SC �Iid D R—h-In Fmxe,
WILBUR CURTIS G4CBHT SPECS
Ga. Rim C—k., SPECS
S.,hI 04PI.Y Cas. PECS
NSF
Lighti.9 SPECS
SPECS
ROdg—tu SPECS
SPECS
NSF
181/8
NSF
171/8
601/4
NSF
603/4
NSF
483/4
NSF
601/4
NSF
Width
Height
Width
Width
Width
Width
Width
541nches
Inches
Inches
Inches
Inches
Inches
Inches
22 13/16
201/4
16 1/2
253/4
243/8
29 1/2
32 1/4
Depth
Diameter
Depth
Depth
Depth
Depth
Depth
Inches
Inches
Inches
Inches
Inches
Inches
Inches
3611/16
101/2
355/8
365/8
351/4
821/2
Height
Color
White
Height
Height
Height
Height
Height
Inches
Inches
Inches
Inches
Inches
Inches
23-34
Inter ior
42 7/8
Interior
48 1/4
Interior
361/4
Interior
55 5/8
Interior
493/8
Amps
Cook Time
30 Minutes
'
Amps
Width
Inches
Width
Inches
Width
Inches
Width
Inches
Width
Inches
Cooked
Interior
151/4
Interior
18 1/2
Interior
18 1/2
Interior
22 7/8
Interior
271/8
-Hertz ------- 60-Hert-z-
- —
140-C-u
- Ps--D-ep-th-
__
—Inches
-Depth
Ca l3a—c i ty
Inches
Depth
Inches
Depth
Inches
Depth
Inches
Gas Inlet
Interior
Nominal
Nominal
Interior
23 1/2
Interior
53 112
Phase
1
3/41nches
8 3/4 Inches
Narrow
Narrow
Size
Height
Depth
Depth
Height
Inches
Height
Inches
Interior
28 7/8
Faucet
101/4
Voltage
220
Lid Type
Removable
Phase
1
Amps
2.9 Amps
Amps
11.1 Amps
Height
Inches
Height
Inches
5,100-
Stainless
Interior
287/8
Wattage
Material
Voltage
115V
Amps
2.88 Amps
Hertz
60 Hertz
Hertz
60 Hertz
7,500 Watts
Steel
Height
Inches
Bulk
Tap Tower
Brewer Type
Power Type
Natural Gas
Capacity
2.73 cu. ft.
Hertz
60 Hertz
161nches
Phase
1
Phase
1
Dispenser
Heiqht
Made in
Compressor
Side
Tap Tower
Yes
Shape
Round
Voltage
115
31nches
Voltage
115
Voltage
115
America
Location
Mounted
Diameter
1.5 -3
Output
Gallons Per
Total BTU
14,000
Glass Style
Curved
Capacity
17.3 cu. ft.
Voltage
115
Access Type
Doors
Access Type Doors
Hour
PowerType
Electric
Type
Cookers
Horsepower
.1667 HP
Casters
No
Door Style
Swing
Capacity
14.2 cu. ft.
Capacity
41.3 cu. ft.
Uncooked
Number of
Compressor Side
Compressor Rear
Compressor Bottom
Style Double 55 Cups
1
DoorType
Solid
Capacity
Doors
Location
Mounted
Location
Mounted
Location
Mounted
Coffee and
Compressor
Front
Exterior
Stainless
Compressor
Side / Rear
Constructio
Stainless
Type
Power Type
Electric
Steel and
Tea Brewers
Style
Breathing
Finish
Steel
Style
Breathing
n
Aluminum
Water Direct
Refrigerant
LED
R-290
Door Style
Swing
Features
Door Style
Swing
Door Style
Swing
Source Connection
Type
Lighting
Temperatur
33 - 40
Number of
DoorType
Glass
2
DoorType
Solid
DoorType
Solid
e
Degrees F
Doors
Temperatur
Exterior
Hinge
Digital
Black
2
Left/Right
Half Doors
No
e Control
Finish
Location
Number of
Hinge
Food Rated
Kegs
Horsepower
1/5 HP
Left/Right
Location
Features
--- - --Number-of-
--
2 Kegs
2
Horsepower
1 HP
Doors
LED
Number of
Number of
Installation
Freestandin
4
2
Liqhtinq
Shelves
Shelves
Type
q
Number of
Refrigerant
Number of
Horsepower
1/5 HP
2 Taps
R-290
2
Taps
Type
Doors
Number of
Refrigerant
Counter
Number of
2
R-290
Style
6
Doors
Type
Heiqht
Shelves
Number of
Temperatur
33-40
Refrigerant
2
Style
1/2 Barrel
R-290
Keqs
e Ranqe
Deqrees F
Type
Kegerators
Number of
4
Type
Beer
Sections
2
Shelves
Disoensers
Refrigerant
Temperatur
-5-2
R-290
Type
e Ranqe
Deqrees F
Temperatur
33-40
e Ranqe
Deqrees F
Counter
Top Type
Heiqht
8 10 11 12 11 14
RECEIVED
dab
JUN 102019
1JEVELOPMENT SERVICES CT&
C17Y OF EDMONDS
A-- FFS18 NMIG� 70-1001b. Sui,l Stael Coaldn Pad— G—p S36-N Ntund Gas 6 :Cammu" Wok UbtayAth 4' Sacimplath and Caaapa —t Cona—dA Val, �th I Dni,bd - R,9,,g I ftA Uadp&a, Hand Sink !�th S,,i,,I' R,9,,q 17' , I S' Wall M—d Hand Sink wth
T.b. Fl-, Fy. SPECS Bu3G'ft,qithStand,,d0 , -'210.000 BTU 'HOSKIZAKI KM-1600M SPECS Undarhelf SPECS 23' . 23'. 12' �M SPECS IF.— - 14 1/2' 18 3/4' SPECS G--k F—at nd Sid. Spl.,h SPECS
NSF :NSF q 'NSF IN F NSF F. NSF
233/4 49 112 141/2
Width 21 Inches 'Width .36, Inches Width Length �6 Inches Length :Length. Length 17 Inches
Inches Inches In'ches
341/4 325/8 28112 183/4
Depth Depth Depth 281nches :Width '30 Inches Width :Width Width 15 Inches
Inches Inches Inches inches
471/8 603/8 433/4 13 1/2
Height ;Height --�Height 391nches Height 381nches Height �Height,' 331nches Height
Inches Inches Inches Inches
,Oven
Fry Pot 267/8 I.Backsolash !Drainboard
18 Inches Interior. Amps 7.1 Amps 4 Inches 241nches .!Bowl Depth 5 jnches' Bowl Depth 5 1/2 Inches
Width Inches .:Height ;Length
Width:
'0
ven Work
splash Bowl Front
257/
S _13
Fry Pot 8 iBack
18-Inches-Anterior Hertz ur4aee---' 34 -Inches owl- Depth— +2-Inc-hes----4 m1 0 -Inches
Depth Inches jHeiili to Back
;,Depth , . :
Heiaht
Pve
n.
137/8 Basket Drain Bowl Left to
Burner Style Tube n enor
Phase 1 Backsplash: Yes 3 1/2 Inches :,Backsplasb Yes 14 Inches
Inches Size
Right
eiaht
Stainless Bowl Front Bowl Front Faucet
Cabinet . �.Bumer'ATU__30,000 - Voltage 115 16 Gauge 231nches 14 Inches 4 Inches
Gauge
!to Back Ito Back Centers
Steel
iLeg
Stainless Bowl Left to 1136wl Left to .:Faucet
24 Hour Ice j
Capacity 70- 100 lb. iBurner Style Grates 162 Pounds lConstructio , 231nches f 10 Inches Yes
�Yield Steel 'Right ,Right., Included
in j
Gas Inlet !Control ADA iFaucet Faucet. Side
3/4 Inches I. : , Manual. Yes NSF Listed, Yes 8 Inches 1 4 Inches Features
Size type . Compliant Centers �Centers Splashes
Number of
.Gos Inlet Condenser �'Number of' !F�ucet
2 ..3/4 Inches Air Cooled 4 iGauge 16 Gauge
. . Yes Flow Rate 2 GPM
Fry Baskets �Size :Type 'Legs [Included,
�,Leg
Number of 1nstallation Freestandin:! Crescent Galvanized
1 Ice Type �Size 30" x 36" Constructio -FlQw.'Rate 2-GPM "Gauge 20 Gauge
Cubes
Fry Pots Steel
;Type, 9 .1.1 . I .. 't f , :,. , .
i n
aximum
550 Installation Undercount ;Stainless Stainless Wall
Power Type Natural Gas �Temperat.ur Type 304. 1� Material iGaugq:.' 18 Gauge Installation
Degrees Fm .,Type er 1,Steel Type:.,, Steel Type Mounted
I "Y
TY Cur
Number of
Leg
Number of
Galvanized
Stainless
Split Pot
No
6
NSF Listed
Yes Table Style
Undershelf
Compartme
1
Constructio
Material
Burners
Steel
Steel
nts
n
Temperatur
200-400
:Number of
Power
8.27 kWh Tabletop
Stainless
Number of
1
Material
Stainless
NSF Listed
Yes
e Range
Degrees F
�Ovens
Usage
per 100 lbs. Material
Steel
Drainboards
Steel
Number of
Number of
Ice Top
Stainless
Total BTU
150,000
2-
Type
570 lb.
Type 304
:NSF Listed
Yes
iCompartme
1
;Racks
Machines Capacity
Steel Type
nts
Gas Floor
Water
22.7 Gallons
1
�Number,of
Stainless
Type
Fryers
'Oven B U
30-000
Usage
'Undershelf
per 100 1 bs.
Yes
'Style
Drainboard �Bowls
1 Bowl
Steel Type
Type 304
Number of
Undershelf
Power Type
Natural Gas
350 lb.
!Compartme
1 .
; Type
Hand Sinks
'Capacity
;nts
-
�Undershelf
,Range
Standard
Stainless.
Number of
-Base
,Style
Oven
'Constructio
Steel
Drainboards
None
n
.. .........
Standard-------- ........
Stainless
�Total BTU
210,000
'Usage
Duty
'Steel Type
Type 304
Type
Hand Sinks
is 16 17
Regency 88' 16-Gauge SUinlew Stoat Thm A .. SS-UC-60R-HC 60' U,d,,,,nt,,
Ca.pgrtcnant r—welal Sink with 2 Dnai,lma,ds - R,Iig,mt., SPECS Moffat Oven
NSF NSF
Length 881nches Width 601/4 Brand: Mo
Inches ffat
Width 25 1/2 Depth 29 1/2 Model: G320S
Inches Inches
Height .443/4 Height 351/4 Model: G32D5-L
Inches Inches
Drainboard 181nches Interi * or 55 5/8 Model: G32D5-N
Length Width Inches
Interior 227/8
Bowl Depth 121nches Power information
Depth Inches
Work
361/2 Interior 23 1/2 Powered by: 110/120
Surface Inches Height Inches volts
Heiaht
Basket
Drain Size 3 112 Inches Amps 2.9 Amps Phases: 1
Bowl Front 201nches Hertz 60 Hertz Gas information
to Back
Bowl Left to 161nches Phase 1 Uses Gas? Yes
Riqht
Drain Outlet
Size 1 1/2 Inches Voltage 115 BTU's: 33.ODO
Faucet 81nches Access Type Doors Shipping
Centers Dimensions
Gauge 16 Gauge Capacity 14.2 cu. ft. Weight: 289 lbs.
18 19
Regency 18' x 24' UnderbariceSin with 7 Circuit Pact.
M!, Cald Plate and Battle Held— - 77 lb. SPECS Autochlor Dish Washer
NSF
NSF
Length
see
241nches
attached
181/2
Width
Inches
Height
331nches
Ice Bin
.221nches
Length
Ice Bin
151/4
Width
Inches
Ice Bin
81nches
Depth
Backsplash
Yes
Capacity 77 lb
Bottle
Features
Storacle
Installation
Freestandin
Type
9
Leg
Galvanized
Constructio
Steel
n
Stainless
Material
Steel
c
Leg
Galvanized
Compressor Rear
'Constructio
Width: 29 in.
Steel
Location Mounted
'n
Stainless
Compressor Side Rear
,Material
Depth: 32 in.
Steel,
Style Breathing
.NSF Listed
Yes,
Door Style Swing Height: 36 in
,Number of
;Compartme
3
Door Type
Solid
,nts
of.
Hinge
,Number
2
Left/Right
iDrainboards
Location
�Stainless
Type.304
Horsepower
1/5 HP
'Steel.Type
----2
'Number -of
Style
Drainboards', Doors
2
Straight
'Number of
Type
2
Line Sinks
Shelves
Refrigerant
R-290
Type
Counter
Style
Heiqht
Temperatur
33-40
e Ranqe
Deqrees F
Shipping
Infomation
NSF Listed Yes
Numberof
Cold Plate 7
Circuits
Ice Bins
Type With Cold
Plate
SYSTEM
L
TM
A5WaterSaver
Single Rack - Corner - Low Energy Dishmachine,;
Wat&Saver TM
Lowest Water Usage
1.09 gallcycle
Low Energy
Durable� C*ons'truction
Simple Maintenance
t
Routine* Service
37 Rocks Pej- Hour
Cap4dity
Total Service.'
+
Total Satisfaction.,
For more information, visit us
at www.auto-chlor.com
+ � +
14 A i-
Q// V116?
I A *1' r r.- r/m&l @
SYSTEM
2 1/4'
3
1/2" N PT HOT WATER
G
15 1/4" 1
1 12 3/4"
ELECTRICAL CONNECTION -
9 3/4"
1 1/2"
A5ftterSaver TIVI
Single Rack - Corner - Low Energy Dishmachine
[ 3" (5" non Close Clearance) TYP
D=15 Y2" Optional Scrap Accumulator Drain Height
Installation Specifications
A: Electrical
a Requirements -115 VAC, 60Hz,
1 Ph, 20 A
B: Water Supply
I,, e 45 Gallons per Hour @ 7 GPM
• Recommended Water Temperature -
140OF
• Hot Water Inlet - 1/2" NPT Female
C: Machine Drain
• Drain Connection Height - 20-1/8"
• Drain Connection Size - 2" NPT Male
D: Optional Scrap Accumulator
• Drain Height - 15-1/2"
• Drain Connection Size - 2" NPT Male
E: Door Openiing - 17"
F: Rack Clearance
• Between Tracks - 20 1/8"
• Door Opening - 20 3/8"
G: Table Height at Machine Entrance - 34"
NOTE: This Unit does Not Produce Steam
or Heat.
12 1/2" NSF U0 L
Total Service.
F152 @2009 Auto-Chlor System Total Satisfaction.
For more information, visit us at www.auto-chlor.com
civil & structural
ENGINEERIM5 engineering &planning HIMUM
250 41h Ave S Ste 200
Edmonds, WA 98020
Phone: (425) 778-8500
Fax: (425) 778-5536
JUL 0 9 2019
6050h Mc 0.4
CITY COPY
STRUCTURAL CALCULATIONS
San Kai Restaurant
Bearing Wall Removal
1114 1h Ave N
Edmonds, WA 98020
G U
WA
L
CG Project No.: 19238.10
Proiect Location
111 4th Ave N
Edmonds, WA 99020
Prolect Description
This project involves tenant improvements for a new restaurant. The existing structure is a 1-story
CMU building with a wood -framed roof. The improvements include removing an existing interior CMU
bearing wall. A new beam, posts and footings sawcut into the slab on grade will be required to
support the existing roof framing.
Scope of Work
Provide structural calculations in accordance with current building code.
Basis of Design
RoofLoads Dead 15 psf
Snow 25 psf
Description By NAE Date 7/3/2019
0 Project Summary Checked Date
ENGINEERING Scale Sheet No.
250 4th Ave South Project Job No. NTS
Suite 200
Edmonds, WA 98020 San Kai Restaurant 19238.10
GravitV Design Loads
Roof DIL
Roofing Material 2.5
psf
Suspended Ceiling 1.0
psf
5/8 Sheathing 1.8
psf
Insulation 1.0
psf
5/8 Gypsum 2.8
psf
(2x) 2A @ 24" OC 1.4
psf
M/E 1.2
psf
Misc 1.3
psf
13.0
psf
USE 15.0
psf
Wood Interior Wall
Insulation 1.0
psf
(2x) 5/8 Gypsum 5,6
psf
2x6 @ 16" OC 1.7
psf
Misc 1.0
psf
9.3
psf
USE 10.0
psf
Roof LL (Snow) 25.0
psf
Floor ILL 40.0
Description Gravity Design Loads
By NAE
Date 07/03/19
Checked
Date
ENGINEERING
Scale
Sheet No.
250 4th Ave. South
Suite 200
Project
San Kai Restaurant
Job No.
Edmonds, WA 98020
19238.10
+1 4'-C)"
�A
0
ENGINEERING
250 4th Ave. South
Suite 200
Edmonds, WA 98020
425.778.8500
www.cgengincering.com
Description S- Ff- U) C T [) lz
Project
)500 F-'T-
C) 1-�l F76
Date
r-,
C > " -") .1
lChecked I Date
Scale T Sheet No.
Job No.
com"AN" PROJECT
WoodWorks July3,201914:55 BMI
SOFnVARE FOR WOOD DESIGN
Design Check Calculation Sheet
WoodWorks Sizer 11.1
Loads:
IL*,d
Type
jDi.txIbti..jI?
t
L.,:ticm 11 11
I�Itgnt�cleEndjl).
':t-1
..
St d
ar,
ea"
UDL
2415,U
I
ILO
Lo d2
S 0"
ILD)n.ad
IfulL
Full UDL
I
I
3 1.0
I
1pi
PI I
5 . I f-eight
Vull UDL
6.5
'1H
Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) :
ill-10'
UnfactoKed :
Dead
S ...
F,,t,r,d :
11
�!6
2 _e
1486
20 8
1
To tal
Bearing:
3504'
-
-
3504
cap-ity
a.
Sea
7109
Support
18804
IS 104
Desratio
Be,.
0.49
.4
support
0.19
,,,ad 'mb
112
'..' t
3.1121
50
3.50
Min q'd
1.73
1.73
Cb
1-00
1 00
Clb adn
I.e.
1:00
Cle support
1.00
1.00
I PC s P
1300
1 300
BMI
Glulam-Unbal., West Species, 24F-1.BE WS, 3-1/8"xg"
6 laminations, 3-1/8' maximum width.
Supports: All - Lumber Post Column, Hem,Fir No.2
Total length: ll'-10.0'; Clear span: ll-3'; volume= 2.3w.R.
Lateral support: tolp� full, bottom= at supports;
Analysis vs. Allowable Stress and Deflection using NEIS 2015:
'i t2xi..
Analysis Value
Design valu
I Unit
Analysis/Desiqn
sK o�r
4
IV '5
"V U 5
p i
fv/F': 0:51
B ad ng(+)
11, 113
23
Fb 7
p: 1
i
fb /Fb 0 99
Livei D
0.38 L/361
0.57 L/62040
i n
0.66
T,:otal D
0.66 1./207
0.76 L/100
in
0 87
Additional Data:
FACTORS; F/E(psi)CD C Ct CL CV Cl
cz� Cfxt Note, Ca'Cvr
LC#
Fv ' 265 1-15 1 .00 1.00 - - -
- 1:11 1�11 1 .0 0
2
Fb'+ 2 0 1. 00. 1. 0.. i..0
'00 '25 ':0000 ':000
I... I Oc I ()o
2
P,
F� 6SO - I 1
1.
r �8 million .00 1 .00
I 1
.Do
00
2
Errd.y . 0.85 million 1.00 1.00
1.00
2
CRITI.�Al_ LOAD COMBINATIONS:
She : LC #2 D+S, V max = 3375, V design
2006 lb,
Banding(l): LC #2 D.S, M - 9614 lb.-ft
Def lection: LC #2 D S
!vt.,I)l
:1
LC #2 D+S t
D=d.ad L=Iiv. S=..- Ind T=ip.et L-roof live Lc=conc,ntr,t,d E=earthquake
All 's
LC are listed in the Analysis output
Load mbinations: ASCE 7- 1 0 / IBC 2015
CALCULZIONS:
!Lef,l:�ti on:,.EI lb-i-2
D.342:cO(ii
I dell ti n fl t . from all non -dead load ,
I've
Total Deflection 1.00(Dead Load D,fl,,ti,,) + Live .ad
Design Notes:
WoodWorks analysis and design are in accordance with the [CC International Building Code (IBC 2015). the National Design Specification (NOS 2015). and Nos Design Supplement.
2 Please verity that the default deflection limits are appropriate for your application.
3. Glularra design values are for materials Conforming to ANSI 117-2015 and manufactured in accordance %vilh ANSI A190.1-2012
4 GLULAM: bxd = actual breadth x actual depth.
5 Glulam Beams shall be laterally supported according to the provisions of Nos Clause 3.3.3.
6. GLULAM: bearing length based on Smaller of Fcpflension). Fcp(comp�n)_
COMPANY PROJECT
WoodWorkS
SOFnVARE FOR WOOD DESIGN
July 3, 2019 14:54 1 COL1
Design Check Calculation Sheet
WoodWorks Sizer 11. 1
Loads:
Load
Type
Distribution
Location [ft]
Magnitude
Unit
Start End
Start End
Loadl
Dead
Axial
(Ecc. = 0.00")
1827
lbs
Load2
Snow
Axial
(Ecc. = 0.00")
2492
lbs
Self -weight
Dead
Axial
20
lbs
Lateral Reactions (lbs):
M r*
0
01
8'
COLI
Lumber Post, Hem -Fir, No.2, 4x4 (3-1/2"x3-112")
Support: Non -wood
Total length: 8% Clear span: 8'; volume = 0.7 cu.ft.
Pinned base; Load face = width(b); Ke x Lb: 1.0 x 8.0 = 8.0 [ft]; Ke x Ld: 1.0 x 8.0 = 8.0 [ft];
Analysis vs. Allowable Stress and Deflection using NDS 2015:
Criterion
Analysis Value
Design Value
�Jnit
Analysis/Design
Axial
Axial Bearing
fc = 354
fc = 354
Fc' = 477
Fc* = 1719
psi
psi
fc/Fc' = 0.74
fc/Fc* = 0.21
Additional Data:
FACTORS: F/E(psi)CD CM Ct CL/CP CF Cfu Cr Cfrt Ci LC#
Fc' 1300 1.15 1.00 1.00 0.277 1.150 - - 1.00 1.00 2
Fc* 1300 1.15 1.00 1.00 - 1.150 - - 1.00 1.00 2
CRITICAL LOAD COMBINATIONS:
Axial : LC #2 = D+S, P � 4339 lbs
D=dead L�live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake
All LC's are listed in the Analysis output
Load combinations: ASCE 7-10 / IBC 2015
Design Notes:
1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2015), the
National Design Specification (NDS 2015), and NDS Design Supplement.
2. Please verify that the default deflection limits are appropriate for your application.
ON
RECEIVED
RESTROOM AGREEMENT JUN 112019
June 7 1h 2019 DEVELOPMENT SERVICES
COUNTER
To: City of Edmonds & Snohomish Health Dept.
I Shubert Ho Owner of Salt & Iron LLC grant full and complete access to our Restaurant WC facilities
24hrs/day, seven days a week to Shubert Ho Owner of San Kai LLC for the sole purpose of complying
with IBC 2902.1 for the life of the business.
Signed & Dated:
OWNER & GRAND MARSHAL of Salt & Iron LLC
425.361.1112
PO BOX 1952 Edmonds, WA 98020
SOUTH COUNTY FIRE
12425 Meridian Ave S., Everett WA 98208
tel (425) 551-1200 - fox (425) 551-1249
www.southsnofire.org
Cities of Brier, Edmonds and Mountlake Terrace
Department of Fire Prevention
Plan Review
DATE: 06/17/2019
PERMIT#: BLD20190690 and BLD20190703
JOB NAME/ADDRESS: 111 4 th Ave N Edmonds WA
CONTACTS: Shubert Ho (206) 588-5148 SHUBERTHO@GMAIL.COM
San Kai LLC (425) 643-8400 BSUGDEN(@AZOSE.COM
FIRE PLAN REVIEW NOTES:
1 . Building tenant space is a change of use. Building total square feet is over
5,000 which would require a fire sprinkler system be installed. ECMC
19.25.035-A4
2. Because of building being existing, the difficulty in complying and expense
of installing a fire sprinkler system, Fire requires a building Fire Alarm be
installed in accordance with NFPA 72. and EDMC 19.25.035-C3 Fire
reserves the ability to require a fire sprinkler system in the future if change
of use or type of use requires it.
3. Location of Fire Alarm control panel will be in a location available to Fire
Department. This can be accomplished by Knox key box entry into tenant
space and/or a NEMA 4 enclosed unit.
4. All tenant spaces in building will receive initiating devices and notification.
All commercial hoods, CO2 detectors and gas shunts will be integrated into
the Fire Alarm.
5. Separate permits for Fire alarm
6. Fire Alarm will be an addressable and monitored system.
Thank you,
Karl Fifterer CFI, FIDE
Assistant Fire Marshal
Fire Prevention Services
121 5 1h Ave N Edmonds, WA 98020
0: (425)771-0213 VM: (425)551-1980
kfitterer(cD-southsnofire.org
SERVING SOUTH SNOHOMISH COUNTY - BRIER - EDMONDS - LYNNWOOD - MOUNTLAKE TERRACE
Page 1 of 1
# 2015 Washinqton State Enerqv Code Compliance Forms for Commercial Buildinas includina R2. R3. R4 over 3 stories and all R1 Revised Nov 2017
Project Info
Project Title: San Kai Sushi
Date 6/7/2019
Compliance
AppficantInformation. Provide contact information for individual who can
For Building Department Use
forms do not
respond to inquiries about compliance form information provided.
require a
password to
M
U—d
Company Name: San Kai LLC
Company Address: III 4th Ave N Edmonds, WA 98020
use.
Instructional and
calculating cells
JUL 12 2019
Applicant Name: Shubert Ho
are write -
protected.
BW%Mmr
Applicant Phone: 2065885148
Applicant Email:
shubertho@gmall.com
Project Description
El New Building El Addition 121 Alteration 0 No Lighting S: �e
I
Include PROJ-SUM form (included in envelope forms workbook) with lighting compliance forms.
Interior Lighting System
New lighting system will be in place including pendants, recessed cans and regular lamps
Description
alllow wattage LED.
El Interior Lighting Plans Included
C CnPY
I Y U
Interior Lighting Power
0 Building Area Method 11 Space -by -space Method
Allowance Method
Select method used in project.
Interior Lighting Controls
0 All C405.2.1 - C405.2.8 Lighting Controls 0 C405.2 Exception 5 Luminaire Level
Lighting Controls (LLLC)
E] Additional Efficiency Package Option
C406.4 Enhanced Digital Lighting Controls
To comply with C406.4, no less than 90% of the total installed interior lighting power shall comply with the
requi . red controls per C406.4.
Dwelling Unit Interior
Permanently installed interior lighting fixtures in dwelling units comply with: No Dwelling
Lighting
0 C405.2 thru C405.5 Commercial Lighting Controls and LPA Units
• C406.3 High Efficacy Lighting
• R404.1 Residential High Efficacy Lighting. Dwelling unit lighting complies with WSEC Residential
provisions in lieu of WSEC Commercial provisions.
Exterior Lighting System
Description
El Exterior Lighting Plans Included
Building Additions
Compliance Method Interior lighting Exterior lighting
Lighting systems in addition area comply with all applicable El
Refer to Section C502.2.6 for additional
provisions as a stand alone new construction project
requirements.
Lighting systems in addition are combined with existing
building lighting systems to demonstrate corr
Addition is combined with existing:
For interior lighting projects, include new + exisfing-to-remain interior lighting fixture wattage in
Proposed Lighting Wattage table in LTG-INT-BLD or LTG-INT-SPACE form.
For exterior lighting projects, include new + exisfing-to-remain exterior lighting fixture wattage in
Proposed Tradable and Proposed Non- Tradable Lighting Wattage tables in L TG-EXT form.
2015 Washinaton State Enerav Code ComDliance Forms for Commercial Buildinas includina R2. R3. R4 over 3 stories and all R1 Revised Nov 2017
Project Title: San Kai Sushi
IlDate 6/7/2019
Change of Space Use
Existing interior lighting systems in areas under -going a change in space use are upgraded to
comply with LPAs for the new space types per Tables C405.4.2(l) or C405.4.2(2).
Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table
in L TG-INT-BLD or L TG-INT-SPA CE form.
Interior and Exterior
Lighting Power Interior lighting Parking garage Exterior lighting
Lighting Alterations
50% or more of existing are replaced M El El
Select all Lighting Power and Lighting
Control elements that apply to the scope
Less than 50% of existing are replaced El El
of the retrofit project. If project includes a
combination of spaces where less than
Lamp and/or ballast replacement only
50% of the existing fixtures are replaced
— existing total wattage not increased El
in some spaces, and 50% or more of the
50% or more replaced - Total lighting power of new + existing -to -remain fixtures shall comply with total
fixtures are replaced in others, then
provide separate lighting power
LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures in Proposed
compliance forms for the two retrofit
Lighting Wattage table in LTG-INT-BLD, LTG-INT-SPACE or LTG-EXT form.
conditions. Spaces undergoing the same
Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed the
type of retrofit maybe combined into one
total lighting power prior to alteration. Include new+ existing -to -remain fixtures in the Proposed
lighting power compliance form.
Lighting Wattage table in L TG-INT-BLD, LTG-INT-SPACE or LTG-EXT form.
50% threshold applies to number of luminaires for interior spaces and parking garages, and total
Refer to Section C503.6 for additional
installed wattage for exterior luminaires.
requirements.
Lighting Controls Parking garage l� Exterior lighting
Interior lighting
All alteration lighting controls shall be
New wiring installed to serve added
commissioned per C408.3.
fixtures and/or fixtures relocated to new
circuit(s)
New or moved lighting panel Cl
Interior space is reconfigured -
luminaires unchanged or relocated
New wiring or circuit - For interior lighting, provide required manual controls per C405.2.3, occupancy
sensor controls per C405.2. 1, daylight responsive controls per C405.2.4 and application specific lighting
0 No changes are being made to"
controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7.
the interior or exterior lighting
New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic
systems and existing space
time switch controls per C405.2.2.
uses and configuration are not
Reconfigured interior space - Provide all required lighting controls that apply to a new interior space.
changed.
Application specific lighting control provisions per C405.2.5 do not apply to reconfigured spaces.
. 2015 Washington State Enerqy Code Compliance Forms for Commercial Buildinas includina R2. R3. R4 over 3 stories and all R1 Revised Nov 2017
Project Title:
San Kai Sushi
Date
6/7/2019
Calculation
Area NOTE 9
0 New Construction 0 Addition - 0 Addition
stand alone + existing
0 Spaces where < 50% of 0 Spaces where �: 50% of 0 Spaces where the Use
luminaires are replaced luminaires are replaced is changing (C505)
For BuildingYepartment
Use
LPA
Calculation
Type
(9) Standard 0 Additional Efficiency Package Option
C406.3 Reduced Interior Lighting Power
To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA.
Refer to C406.3 for additional requirements.
User Notel
Maximum Allowed Lighting Wattage NOTE I
Location (plan #,
room #)
Space Type
Ceiling
Height NOTE 2
Gross Interior
Area in ft2
Allowed
Watts per ft2
Wafts Allowed
(waftS/ft2 x area)
Restroorn
Restroom: all other
10
55
0.780
43
Hallway
Corridor: all other
10
54
0.530
29
Kitchen
Food preparation
10
300
0.790
237
Main Dining
Dining area: Family dining area
10
716
0.710
508
Storage
Laundry/washing area
10
15
0.480
7
Lobby Art/Exhibit Display Allowance from LTG-INT-DISPLAY NOTE 8
Total Area,
Retail Display
Allowance from LTG-INT-DISPLAY
Allowed Wafts
825
Proposed Lighting Wattage NOTE I
Location (plan #,
room #)
Fixture Description NOTE4,5,6
Number of
Fixtures
Wafts/
Fixture NOTE 7
Wafts
Proposed
Restroorn
LED Can Lighting
3
9
27
Hallway
LED Can Lightiung
4
9
36
Kitchen
LED Can Lighting
16
9
144
Main Dining
LED Can Lighting
14
9
126
Main Dining
LED Pendent Lights
10
3
32
Storage
LED Can Lighting
2
9
18
Main Dining
LED Wall Lamp
3
9
27
Proposed Retail Display Lighting from LTG-INT-DISPLAY
Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Waftsl
410
Interior Lighting Power Allowance COMPLIES
Note I - List all unique space types per Table C405,4.2(2) that occur in the project scope. Select space type category from drop down menu.
Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f
Note 3 - List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures.
Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For
track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information.
Note 5 - For lighting equipment eligible for exemption per C405.4. 1, note exception number and leave WattslFixture blank.
Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as existing
in fixture description.
Note 7 - For proposed WattslFixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For
luminaires with screw -in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage
lighting, enter the wattage of the transformer For line voltage track1busway systems, enter the larger of the attached luminaire wattage or 50
watts4ineal foot, or enter the wattage limit of permanent current limiting device.
Note 8 - Lobby ArtlExhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage. Enter all proposed lobby artlexhibit display
fixtures in LTG-INT-DISPLA Y form only.
Note 9 - Calculation Area Details:
a. Liqhtinq fixtures in a buildina addition maV COn7DIv as a stand alone Proiect or thev mav be combined with the overall existina buildino
lighting systems to demonstrate compliance. Refer to C502. 1.
b. For alterations and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting Wattage table. If a
building addition will comply as combined with the overall existing building lighting systems, include all applicable existing Space Types
and gross interior areas.
c. If less than 50% of existing lighting fixtures will be replaced, provide total existing lighting wattage (prior to alteration) in the space provided
in the Maximum Allowed Lighting Wattage table.
d. If lighting alteration project includes some building areas or spaces where < 50% of luminaires are replaced, and other areas or spaces
where 2:50% of luminaires are replaced, then these areas or spaces may be documented separately. If multiple forms will be completed
to demonstrate compliance for the total scope of the alteration project, describe scope covered in form in User Note section.
titeirlior Lighting LTG-EXT
2015 Washinqton State Enerqv Code Compliance Forms7forCommercial Buildinas includinci R2. R3. R4 over 3 stories and all R1 Revised Nov 2017
Project Title: San Kai Sushi
Date 6/7/2019
Exterior Lighting
Zone
0 Zone 1 * Zone 2 0 Zone 3 0 Zone 4
Exterior Lighting Zone selection required to enable L TG-EXT form.
Zones are defined in Table C405.5.2(l) and specified by the
For Building Department Use
Calculation Area
J Uri zi—ftall.
0 New construction 0 Addition - stand alone 0 Addition
+ existing
0 Alteration with < 50% Alteration with 2: 50% ext.
ext. wattage replaced wattage replaced
User Note
Building Grounds
Applies to individual
luminaires > 100 Watts
El Efficacy > 80 lumens/watt El Exemption
Controlled by motion sensor
Tradable Maximum Allowed Lighting Wattage NOTE 1 Base Site Allowance:
600
Tradable Surfaces
Surface Description
Area (ft), perimeter (10
or # of items
Allowed Wafts
per ft2 or per If
Allowed Wafts
X ft2 (or x lf) NOTE 2
Sales Canopies
Signeage on building face
22
0.6 W/ft2
13
Total Allowed Tradable + Site Allowance Watts:
614
Tradable Proposed Lighting Wattage "OTE 3
Tradable Surface
Fixture Description NOTE 415
Number of
Fixtures
Wafts per
Fixture NOTE 6
Wafts
Proposed
Sales Canopies
LED Uplighting Phillips Hue Bulb
2
9
17
L
Total proposed tradable watts may not exceed the sum of total allowed tradable Total Proposed Tradable Watts:
watts DIUS the base site allowance. Anv base site allowance not needed to make
17
I
tradable watts comply can be applied to individual non -tradable categories.
Non -Tradable Maximum Allowed Lighting Wattage NOTE I Site Allowance Remaining:
597
Non -Tradable Surfaces
Surface Description
Area (ft), perimeter (if)
or # of items
Allowed Wafts
per ft2' If or item
Allowed Wafts
X ft2 (or x lf) NOTE 2
Non -Tradable Proposed Lighting Wattage "U'L �s' I
Non -Tradable Surface
Fixture Description NOTE 415
Number of
Fixtures
Wafts per
Fixture NOTE 6
Wafts
Proposed
Non -tradable proposed watts may not exceed allowed watts for any individual Non -Tradable Wafts Exceeding LPA: 0
surface unless the total excess watts for a// non -tradable surfaces are less than the
remaining site allowance. Remaining Site Allowance: 597
Exterior Lighting COMPLIES WITH MAX. ALLO
Note I - List al/ exterior surfaces per Table C405.5.2(2) that occur in the project scope. Select exterior surface categories from drop down menu.
Note 2 - Unlit Message - Enter lighting fixture information for this surface in Proposed Lighting Wattage table to generate Lighting Power AllowanCE
Note 3 - List all proposed lighting Fixtures including existing -to -remain fixtures.
Note 4 - For proposed Fixture Description, indicate fixture type, lamp type, number of lamps in the fixture, and ballast type (if applicable).
Note 5 - Existing -to -remain fixtures shall be included in the Tradable and Non -Tradable Proposed Lighting Wattage tables in the same manner
as new fixtures. Identify as existing in fixture description.
Note 6 - For proposed WattslFixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For
luminaires with screw -in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low
voltage lighting, enter the wattage of the transformer.
Note 7 - Automated Teller and Night Depositories - For each location, enter the number of A TM machines or depositories within that location. If
there are multiple locations in the project, enter each location individually in the Non -Tradable Maximum Allowed Lighting Wattage table
and identify the location in the Surface Description section.
A.
r
2 3 5 6
4�
IL
Al:- GRCNAT NIL—' ri10C,p(SSC,pRA.)
SAI..�RS�0-MCW-Cl�.d.PR,fkjw,t�
N—, GI- D, B�k 8,,
R,f,ig,mtw —1, LED
Di",_ -SUW� S-1. (2) V2 Kq UIndly
A� SS-UC-60R-KC 60' Ud.,,—.I.r
WILBUR CURTIS G4CBHT SPECS
G� Rk. C—k., SPECS
S.� WPLy C PECS
Ligh—I, SPECS
SPECS
RSF
R,fdq SPECS
NSF
181/8
NSF
171/8
NSE
601/4
NSF
603/4
483/4
NSF
601/4
Width
Height
Width
Width
Width
Width
Inches
Inches
Inches
Inches
Inches
Inches
22 13/16
201/4
161/2
253/4
243/8
29 112
Depth
Diameter
Depth
Depth
Depth
Depth
Inches
Inches
Inches
Inches
Inches
Inches
3611/16
101/2
35 5/8
365/8
35 1/4
Height
Color
White
Height
Height
Height
Height
Inches
Inches
Inches
Inches
Inches
Amps
Hertz
Phase
Voltage
23-34
Interior
42 7/8
Interior
481/4
Interior
361/4
Interior
55 5/8
Cook Time
30 Minutes
Amps
Width
Inches
Width
Inches
Width
Inches
Width
Inches
Cooked
Interior
15 1/4
Interior
181/2
Interior
181/2
Interior
227/8
60 Hertz
110 Cups
Capacity
Depth
Inches
Depth
Inches
Depth
Inches
Depth
Inches
G as Inlet
Interior
Nominal
Nominal
Interior
23 112
1
3/41nches
8 3/4 Inches
Narrow
Narrow
.
Size
Height
Depth
Depth
Height
Inches
Interior
287/8
Faucet
101/4
RECEIVED
JUN 10 2019
j)EVELui;ImENT SERVICES CTR.
CITY OF EDMONDS
A— A49F-HC 54'S.W D—, R.-h-h, F,...,
SPECS
NSF
Width 54 Inches
Depth 32 114
Inches
Height 82 1/2
Inches
Interior 493/8
Width Inches
Interior 27 1/8
Depth Inches
Interior 53 112
Height Inches
220 Lid Type Removable Phase 1 Height inches Height Inches Amps 2.9 Amps Amps 11.1 Amps
5,100-
Stainless
Interior
287/8
Wattage
Material
Voltage
115V
Amps
2.88 Amps
Hertz 60 Hertz
Hertz
60 Hertz
7,500 Watts
Steel
Height
Inches
Bulk
Tap Tower
Brewer Type
Power Type
Natural Gas
Capacity
2.73 cu. ft.
Hertz
60 Hertz
16 Inches
Phase 1
Phase
1
Dispenser
Heiqht
Made in
Compressor
Side
Tap Tower
Yes
Shape
Round
Voltage
115
3 Inches
Voltage 115
Voltage
115
America
Location
Mounted
Diameter
1.5-3
Output
Gallons Per
Total BTU
14,000
Glass Style
Curved
Capacity
17.3 cu. ft.
Voltage
115
Access Type Doors
Access Type
Doors
Hour
Power Type
Electric
Type
Cookers
Horsepower
.1667 HP
Casters
No
Door Style
Swing
Capacity 14.2 cu. ft.
Capacity
41.3 cu. ft.
3LD2_0iCj-0L9C1() CITY COPY
J.
Uncooked
Number of
Compressor
Side
Compressor
Rear
Compressor
Bottom
Style
Double 55 Cups
1
DoorType
Solid
Capacity
Doors
Location
Mounted
Location
Mounted
Location
Mounted
Stainless
Coffeeand
Compressor
Front
Exterior
Stainless
Compressor
Side / Rear
Constructio
Type
Power Type
Electric
Steel and
Tea Brewers
Style
Breathing
Finish
Steel
Style
Breathing
n
Aluminum
Water
Direct
Refrigerant
LED
R-290
Door Style
Swing
Features
Door Style
Swing
Door Style
Swing
Source
Connection
Type
Lighting
Temperatur
33 - 40
Number of
DoorType
Glass
2
DoorType
Solid
DoorType
Solid
e
Degrees F
Doors
Temperatur
Exterior
Hinge
Digital
Black
2
Left/Right
Half Doors
No
e Control
Finish
Location
Number of
Hinge
Food Rated
Kegs
Horsepower
1/5 HP
Left/Right
Location
Features
Number of
2 Kegs
2
Horsepower
1 HP
Doors
LED
Number of
Number of
Installation
Freestandin
4
2
Liqhtinq
Shelves
Shelves
Type
cl
Number of
Refrigerant
Number of
Horsepower
1/5 HP
2 Taps
R-290
2
Taps
Type
Doors
Number of
Refrigerant
Counter
Number of
2
R-290
Style
6
Doors
Type
Heiqht
Shelves
Number of
Temperatur
33-40
Refrigerant
2
Style
112 Barrel
R-290
Keqs
e Ranqe
Deqrees F
Type
Kegerators
Number of
4
Type
Beer
Sections
2
Shelves
Dispensers
Refrigerant
Temperatur
-5 -2
R-290
Type
e Rancie
Deqrees F
Temperatur
33-40
e Ranqe
Deqrees F
Counter
Top Type
Heiqht
9 10 11 12 13 14
MI.- -L
A— c. FFS 18 N,—,1G,,
70�1001b. S-1 Cd�bq Na— G�p S36-N N—W G., 6
C,...,,Ci.1 W,� T.bi, �h 4' 61CkVb,h �M
C...� .— C� CiA
S1.k with I M,b,i—,d
RpmT 1 B—A Ud.&., Ha,d Si,* with Swi�l
14.9-cy 17' . I S" W.11 M—,,Id H-d Si,,k hh
T.� Fl— Ry., SPECS
HOSHIMKI KM.IWMJ SPECS
NSF
U�h.ff SPECS
NSF
23' . 23' . 12' �M SPECS
NSF
F-0 - 14 1/2' , 16 3/4'
NSF
SPECS
G—� F .... t —d Sid, Spl,,h SPECS
NSF
NSF
Nsf
233/4
491/2
141/2
Width
21 Inches
Width
361nches
Width
Length
361nches
Length
Length
Length
17 Inches
Inches
Inches
Inches
34 1/4
32 5/8
281/2
183/4
Depth
Depth
Depth
281nches
Width
301nches
Width
Width
Width
151nches
Inches
Inches
Inches
Inches
471/8
603/8
433/4
13 112
Height
Height
Height
391nches
Height
381nches
Height
Height
331nches
Height
Inches
Inches
Inches
Inches
Oven
Fry Pot
267/8
Backsplash
Drainboard
181nches
Interior
Amps
7.1 Amps
41nches
241nches
Bowl Depth
51nches
Bowl Depth
5 112 Inches
Width
Inches
Height
Length
Width
Oven
Work
Fry Pot
257/8
Backsplash
Bowl Front
18inches
Interior
Hertz
60 Hertz
Surface
341nches
Bowl Depth
121nches
31nches
101nches
Depth
Inches
Height
to Back
Depth
Heiaht
Oven
13 7/8
Basket Drain
Bowl Left to
Burner Style
Tube
Interior
Phase
1
Backsplash
Yes
3 1/2 Inches
Backsplash
Yes
141nches
Inches
Size
Right
Heiaht
Stainless
Bowl Front
Bowl Front
Faucet
Cabinet
Burner BTU
30,000
Voltage
115
Gauge
16 Gauge
231nches
141nches
41nches
Steel
to Back
to Back
Centers
Leg
24 Hour Ice
Stainless
Bowl Left to
Bowl Left to
Faucet
Capacity
70 - 100 lb.
Burner Style
Grates
162 Pounds
Constructio
231nches
101nches
Yes
Yield
Steel
Right
Right
Included
n
Gas Inlet
Control
ADA
Faucet
Faucet
Side
3/41nches
Manual
Yes
NSF Listed
Yes
81nches
41nches
Features
Size
Type
Compliant
Centers
Centers
Splashes
Number of
Gas Inlet
Condenser
Number of
Faucet
2
3/4 Inches
Air Cooled
4
Gauge
16 Gauge
Yes
Flow Rate
2 GPM
Fry Baskets
Size
Type
Legs
Included
Leg
Number of
Installation
Freestandin
Crescent
Galvanized
1
Ice Type
Size
30" x 36"
Constructio
Flow Rate
2 GPM
Gauge
20 Gauge
Fry Pots
Type
9
Cubes
Steel
n
Maximum
550
Installation
Undercount
Stainless
Stainless
Installation
Wall
Power Type
Natural Gas
Temperatur
Type 304
Material
Gauge
18 Gauge
Degrees F
Type
er
Steel Type
Steel
Type
Mounted
e
Number of
Split Pot
No
6
Burners
Temperatur
200-400
Numberof
1
e Range
Degrees F
Ovens
Number of
Total BTU
150,000
2
Racks
Number of Leg Galvanized Stainless
NSF Listed Yes Table Style Undershelf Compartme I Constructio Material
Power
Usage
Type
Gas Floor Water
Type Fryers Oven BTU 30,000 Usage
Power Type Natural Gas
Range Base Standard
Style Oven
Total BTU 210,000
Steel
Steel
nts
n
8.27 kWh
Tabletop
Stainless
Number of
Stainless
I
Material
NSF Listed
Yes
per 100 lbs.
Material
Steel
Drainboards
Steel
Number of
Ice
Top
Stainless
570 lb.
Type 304
NSF Listed
Yes
Compartme
1
Machines
Capacity
Steel Type
nts
22.7 Gallons
1
Number of
Stainless
Undershelf
Yes
Style
1 Bowl
Type 304
per 100 lbs.
Drainboard
Bowls
Steel Type
Number of
Undershelf
350 lb.
Compartme
1
Type
Hand Sinks
Capacity
nts
Undershelf
Stainless
Number of
Constructio
None
Steel
Drainboards
n
Standard
Stainless
Usage
Type 304
Duty
Steel Type
Type
Hand Sinks
16
R.9—y as, i 6-�.g. s.w.. s—i n— A1111tco SS.UC.WR-MC 60' U,d—o--
W69 ... - SPECS
NSF
NSF
601/4
Length
881nches
Width
Inches
2S 112
29 112
Width
Depth
Inches
Inches
443/4
35 1/4
Height
Height
Inches
Inches
Drainboard
Interior
55 5/8
181nches
Length
Width
Inches
Interior
227/8
Bowl Depth
121nches
Depth
Inches
Work
361/2
Interior
23 112
Surface
Inches
Height
Inches
Heiaht
Basket
17 18 19
R�..q 18' 24' U�.�, k. Bi,, .41, 7 cii' P.".
Moffat Oven Mi. C,ld Pl— -d 8MW ftld— - 77 lb. SPECS Autochlor Dish Washer
NSF NSF NSF
Brand: Mo see
ffat Length 241nches attached
Modol G32D5 Width 18 112
Inches
Mod.1 G32D5-L Height 331nches
Ice Bin
Model: G32D5-N 221nches
Length
Ice Bin 15 1/4
Power Information
Width Inches
Powo,ed by: 110/120 Ice Bin
�olts Depth 81nches
3 1/2 Inches Amps
2.9 Amps
Phases: 1
Drain Size
Bowl Front
201nches Hertz
60 Hertz
Gas Inf—ali—
to Back
Bowl Left to
16 Inches Phase
1
Use. Go.?: Yes
Riqht
Drain Outlet
1 1/2 Inches Voltage
115
BTU',: 33.000
Size
Faucet
8 Inches Access Type
Doors
Shipping
ffi,--i
Centers
...
Gauge 16 Gauge Capacity 14.2 cu. ft. W.igllt: 289 IbS.
Backsplash Yes
Capacity 77 lb
Bottle
Features
Storaqe
Installation
Freestandin
Type
9
Leg
Galvanized
Constructio
Steel
n
Stainless
Material
Steel
Leg Galvanized Compressor Rear
Constructio Steel Location Mounted Width: 29 in.
n
Material Stainless Compressor Side / Rear Depth: 32 in.
Steel Style Breathing
NSF Listed Yes Door Style Swing Height: 36 in.
Number of
Compartme 3 DoorType Solid
nts
Number of 2 Hinge Left/Right
Drainboards Location
Stainless
Type 304
Horsepower 1/5 HP
Steel Type
2
Number of
Style
2
Drainboards
Doors
Straight /
Number of
Type
2
Line Sinks
Shelves
Refrigerant
R-290
Type
Counter
Style
Heiqht
Temperatur
33-40
e Rancie
Deqrees F
Shipping
'n'.nornation
NSF Listed Yes
Number of
Cold Plate 7
Circuits
Ice Bins
Type With Cold
Plate
STRUCTURAL NOTES
(THEGE NOTES ARE TYPICAL UNU NOTED OR DETAILED -SE ON GMNR
AU.SMATERIALS, RAIMANSHIP, DESIGN, AND CONSTRUCTION SMALL ODINFORM TO THE DRAWINGS,
SPEC FRATIONE, AND THE INTERNATIONAL 8 Ul LDING CODE OBCI W25 DONOR. $PDORCATIONS AND
WHERE REFERENCED ON THE DRAWA FES ARE TO BE TH E ULFEST EGNON.
DESIGN LOADS
DEAD LOADE
ROOF Lsm
FORTIF(SHOWILORD) 25 PSF
STATEMENT OF SPECIAL iNSPECTIONS1
SPECIAL INS —IONS ARE REQUIRED AS I NDICATED IN THE FOLLOWING TABLE. THE CONTRACTOR SHALL "MIT A
WFITT N STATEMENT OF ROMNSIGHLITY TO THE BUILDING OFFIKIAL AND OWNER PRIOR TO COMMENCEMENT OF
WORK IN ACCORDANCE WIN CHAPTER 2700 OF THE SEC.
STRUKTURAI. OBSERYATION OF THE STRUCTURAL SYSTEM BY N E ENGI NIGER � NOT REQUIRED.
SPICIALINSPEELON
OPERATION CONT I PERIODIC I REMARKS
Sol.
FOUNCATONBCARINGCAPAC—
WL7LTEMSMAFGEDW[NAM"X` HALL BE INSPECTED IN ACCDAGMNCE WIT. Hill CHAPTER ST. SPEO L
INSPE �S�LBEK�RMEDBYA�FIED�NG�EN�D.,GN�D SYNECIRNMER. HE
ARCMIGECT,SNUCTUNA&E GINDER, AND BUILDING OFFICIAIGNALLBE FURNISHED WINCOPESOYALL
RESULTS.ARYINSPECTI N FAILING TO MEET THE PROJECT SPECIFICATIONS SH—CIMMECIATELY BROUGHT
MTHEATTENTRON OF THE DESIGN TEAM.
MANZINIGUNN. SPREA. M-N.
S.I. REMST. NILABLE AT TIME OF DESIGN
AULOWRBLE SOIL PRPSRRT: 2DRD PSF (ASSUMED, TO BE Fl— — RED DURING CONSTRUCTION
FODTINGSSH �B�ONRRMUNDIS�RBED�THOR�"OFCOM�D�UM�LFt��REQUI�ID-D
AT LEAST Ir BELOW NT EKT RICK GRAVE. ANY FOCGNG EUEYATOR6 SHOWN IN THE D""'.
REPRESENT MINIM UM DEPTHS AND ARE FOR THIDING ON LY. ACTUAL FOOTFIG ELEVATONS ARE SUIDECT TO SITE
CONDITIONS AND MUST THEREFOR E BE ESTABUSHED BY THE CONTRACTOR. FOOTINGS SHALL BE CENTERED BEILOW
COUUMNSi OR WAUS ABOVE, UNLESS NOTED ONERNASIS
CONCREETE
ALL ETE SHALL BE MIXED, PROMPTION ED, CODAfEYED, AND PLACED IN ACCORDANCE WITH SUTION
CNA�TR�
50FAC132SAND TH E AM. CAN CONCRETE INSTfTUTE'S SPEOFICATIONS FOR STRUCTURAL CONCRETE
FORBLIKER—tACIS01).
ALLCON
PERCUEMCMOT.
CONCRETE STUNGTHS AT Z8 DAYS (fl) AND MILK CARERA SIALL BE AS FOLLOWS:
WA"_�-_'-M_NR I CC=TEp_"_.. I 'RG
AGGREGATE, WATCR, AND ADWROURES AB WELL AS THE EMENT RATIO, RUMP, CONCRETE YIELD,
SU-NG STRENGTH DATA IN ACCORDANCE WIN CHAPTER — ACI —
ALLOOKII EKPCGED TO WEATHER OR TO FREEZING TEMPERATURES BE AIR-ENNAINED IN ACCO
WIN AD 3 LK TABLE 4.2.1 FOR MODERATE EXPOSURE CONDITION.
FAINFORCURIMEL
111=G-11 III 111111D 1RUNSTES-11"FIRMINGIASTRI 111,A"l INALLIZEIRAG
.G , UNLESS NOTED ONE MASS. GRAIDE ED UNFORCING BARS INDKATED ON CALWANGS TO BE
SHALLCONFOAM" M REINFORCING COM FLYING WNH ASlM JUNLS MAY BE WELVED I F MATEFRI
PROPERTY REPORTS INGUATING CONFORRIANCE WIN W I ME PROCEDURES SPECI RED IN AM DIA ARE
SUUW_
BEIRMACINGET ELS—BE DETARED INCLUOING HOOKS AND BENDS INACCORDANCEWNSP-66-14.
3L8RLMEDIN0NG. N���BMSENMD,�N��NGSPLI�UN�S�DMVE�ME�Li
SHAULBEPERRHEDUUE.
REIClNGSHA L BE PLACEID AND ADEQUAPBLY SUPPORTED PRIOR TO PlAONG CONCRETE. WET-SETTIN
EMBEEDGEDINIMS NOT AULOWED WITHOUT PRIOR ENGINEER APPRORAL BASIS PARTIALLY EMBEDDED IN
HARDENEDCON �S�LN�BEHE�BENrUN�SS�D�ILEDORAPPR�D�THE STFUCTURAL.
ENGINEER. REFER TO CHAPTER 7 OF ACI 31B FOR EITHER BERIMACING STEEL REQUIREMENTS.
MININIUMUMPSANDEMBEDIWENT
UN�ME�ISEN�D,REIN�Kl�SPU��N�SMD��PME�ENG�S�BE�TIIU�EI
BELOW:
lc=3-.
ELDPMENTUENGTH LAPSNUCE
SIZE -EA
TOPISARS _" ALLISMAS TOP BARK EARS ALL BASS
FS Z� 17 B 28 12
22 3-7
.B 47
#6 1 56 �4' . �2.
ITT I 'D 81 B 2,
R. S, E22 7Z
NOTE:
MAU. LENGTHS ARE IN INCHES.
AUL LAP SPLICES ARE OASS G.
3 'TIPBARS
C.NCAffS.STNN_E.GGN.E_NE GAI
CONCRETE COVER ON REINFORCING
CONCREETECASTAGAMINSTANDPESNIINEW EXPOSE)TOEARTH; 3.
CONCIREI'EEXPOSEDPIDEARTHANDWICATHER:
.... —,A
� EARS AND SMUER
VDNCRETENOTEXPOSED EARTHOEWMTHER:
GS'_AN I.ISTS W
COLUMINTIBORSPIRALSANDBERNIVREUPS
LMmm
A GRADES SPECTFIEDARE MINIKKUM GRADESREQUIRED. AULLUMBERSHAU. BE IN ACCORDANCE WIN WWPA
GRAGUNG RULES, KILN -DRIED TO MC LS AND OF THE FOLLORNING MINIMUM STANDARDS'
SIN CUMUNKATION SPECIES GRAIDE Fb PU) Fc(PSQ
LIGHT FRAMING (STUGS� �UM-Fftt STUD 675 Sm
ZKJOISTSANDPLANKS HEM-wFIR #2
PLATES AND BLOCKING Em-.A .2 A.
&AND LARGER G_ AND
IN.E. DCN)G-FIR
ft AND SMALLER REAMS AND HE-11
STRIM.E.
ALL POSTSi AN D TIMBEIRS D.U.-FlN .1 12W 1-
REFER TO PLAN NOTES, SCHEDU LES, AND DZDRAS FOR MORE SPECIFIC LUM I E A SIZE AND G PAGE REQUIREMENTS.
UN LESS NOTED WHERNISE IN THE PLANS, AILL WOOD AN D WOO—SED MEN BERS EKFOSED TO WENTIER OR IN
CONTACTWI �NC�F�M��,OR�INB"OFWILSHALLBE�E���BY
U.-PRESSURE WIFECHATION IN ACCORDANCE MAN AWPA STANDARD Ul.
N ULBOLM—NDMEMTALCIGNIN FOR WOOD
ALL HARLS SMALL CONFORM TO THE STANDARDS SET TO HIPITHERAFON—BIGN DAADG(NDRFOR
WOOD CONSTRUCTION, UUTST EDTION. FIRMUN6 NOT S' CUIP-1U. BE PER SEC TABLE 23-0. 1 NASUNG
SCHEDULE. AUL NAUS CAULED OUT .. FLA. S— ". MOR NAALS U OLESS NOTED OTHEIGNISE AND SNALL
MUCTOR EXCLED THE MNG MINIMUM
S"AMl 0
INGTH
"NO,
iTT
—
E" ENAIL
ONNSCH
vs..
Q.14110
3 19' SHANK
0.1620
1 G—K
l0d NILS MAY BE SUBSTITUTED FGAIN COMMON NNIS WITH NO CHIANG A"'. F" G
MEMBERSN BE NAILED WIN IGSSRUGERS(GUIP0.3 1W).RUTONGd=
NARS SNAULMENUSED
WFAR'16-113A EINDI�EDIN��D�NGS�.E�INEERMAYA�R�E�ERNAIB�,�L�BEELS
ARE SU'M==F O-M-_=-DE WASIERS UNDER THE HEADS AND NUTS
AULBOLTS
01ALLIORTSANDUKGSOMEMUSICARINGINWOOD. LEADFORLAGBOLTSALAULBEBOREDFORTHE
=SHANKA DTNUEDP0ATBDNSPERN
—". CAILED CUT BY LETTERS AMID ILINUIERS SHAUL BE E' BY S.N COMIA.1 CATALOG
=7 LATER � FNGROCER APPRORRO FQUAI_ COINRCTORG SHAUL BE INSTALLED IN ACCONDANCE
HE NUFACTURE A'S RECOMMEN Nl ANI lITI TH E RUN NOR AID 1IN N AS SPEONED -
BYTHI URACTUIB. WHERE CONNECTOR STRAPS CONNECT TWO MEM BERS, PLACE ON- OF THE NAIM
SCAEVVS� OR SO— IN EACH M EMBER_
�=UDEMNGSATAUUGARIN MINTS.ALLSHINUSHAUL BE SENSONED, DRIBOAND THE SAME GRADE
)AS EMELA N_
UNUESSNOT D IGNISE, STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GAINRZED
DRIGMTHEMULOW—ABLE:
GAILVAIR—ON u=o SIR AMC CINVA TH A AC,A OTHEIPT
ADI E WOOD
C. x
.1. x
x
x #X:::A
GBO M Of ZINC PER SQUARE FOOT OF ARSER
GlIRS I.B CZ. OF D K PER SQUARE MOT OF AFOR
NOT IP GA IND
S_G=TYPESlGI$T..LESG_
SHERSDIM.
IN NFORN1111CSTANDARD23GS.1.4.
GLU�MIN�DTIM�
GLUF-U,MINATEDTl BERSHALLBECOURASHRFABILCATEDINCONFORMA CEWffHANwAITCSTAND
A19D.L, LATEST EDITION. EACH MENIBER SHALL BEAR AN — IDENTIFICATION MARK AND SNALL BE ACCOMPANIED
CONTRACTOR SNALLVERIN AU- GIMENGIONB, —BER SIZES AND CONDIT11
DEPICTED IN THE CAKYNINGS, AND NOTHYTHESTRUCTURAL ENGINEER OFA
REDESIGN.
GENERAL
STSUCTUAL DRAW NGS SHALL BE USED IN CONDURICTION WITH ARCHITECTURAL DRAWRINGS FOR 81 DDING AND
CONSTRUCTION. NTRACTGASHAULVFUffALLDIMENSIOMSANDC0NDI IONS FOR COMPATIBILITY BEFORE
PRO SEEING. ANY DISCREPANCIESSHAUBE BROUGHTTOTHEATTENTION OFTHEARCHSTECTEEFORE
PROCEED.S.
CONTRACTOR TO SEE ARCHITECTILRAL DRAWNGS FOR SIZE AND WCATION OF PIPE, VENT, AND OTHER
OPENING% AND DETAILS NOTSHOWN ON THESE GARW
CONTRACTIMASHALLSERES HDIBLE MR E-ON STABILITY AND TEMPORARY SHORING AS NECESSARY UNN
PEAMRFRNTSUPMRTANDSN`FENINGAREINGTALUED.
CONTRACMR-1 Ri�DC�GESS�BESUBM17EDINWRI�NVN ARCHITECTANDSTRUCTURRAL
ENGIREE MRAP�VALMORTOMBR�NORMN�UalON,�ANGB��N�SH�D�NEZZ
ONLY WILMOtSATISF(THISRECIVISOMENT.
DRAMINESINDICATEG ERALAND TYPICIL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT
SPECIFIC�Yihl �ED�AREOFASIMI�RCHA��RTODUAI�SHMN,SIMI�D�l�OF
CON5MU-��SWL��CD,SUW�TOR&I��bM�AL��EAR��MD�ESn��t
ENGINEER
0
GNONEERING
250 4TH AYE. E., SUITE 200
EDMONDS, ftSHNGTON 980 0
FHONE (425) 778-850D
FAX () 778-5536
0710?119
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CITY COPY JUL 0 9 2019
sil
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MAIN FLOOR PLAN
ALL wRK sMECT
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INSPEG L L
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117
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-41 n e
In Ground
r,
35GPM
42" hallway to be per ADA FIG
maintained 41-2 1404.2.32
GROUP
LOAD_�
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MAR 0 111111 0111 10THS I I
STAINLESS STEEL BACKSPLASH
STEEL STUD WALL w/ 5))
8
TYP ) X'GYP
min 18 1) over build left
and right of, hood,
F
PROVIDE KNEE CLEARANCE
M CLEARANCE
A117.1306
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ACCESSIBLE DINING
a
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Exit' Sign
Placed next to
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point of egress
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ICC A117.1
703 . 3.11
SEPARATED SPACE
F_
(N) CHURCHKEY
PROP-__RTY
711
of
7�9 STE L STUD
71-7 11 WAL.L W/ 5))
8
F. -1, TYPYGYP
exist, ADA Restroorn no new
work here — Approved by City
of Edmonds In 2011
Verify all features in restroom
meet current accessibility
requirements.
Additional restroom agreement
executed with adjacent
business 0 321 Main St. to
comply with IBC 2902.1
OCCUPANCY CALCULATIONS:
—KITCHEN & SER\ACE = 2 OCC.
—DINING COUNTER = 17 OCC.
—MAIN DINING ROOM = 22 OCC.
—WAITING AREA = 4 OCC.
—POS = 2 OCC.
TOTAL OCCUPANCY = 47
Occupant
Suite # Area
Suite 111 1140 SQFT
Area Analysis performed in accordance with ANSI/BOMA Z65.5 — 2010
Fire Alarm interlock host
stand
with hood system (N) DINING ROOM
built in
(E) EqRESS (N)
(N) OCOR.
PR`OVIDE ADA
COMPLIANT
HARDWARE
(PER IBC
1010.1.9.1 ICC
Al 1 7.1-2009
SEC. 404.2.6)
& MAX J*
ich THRESHOLD.
DOOR TO
REMAIN
UNLOCKED
WHILST
CITY OF EDMqN[53 1.9.�3
6
A. BUILDING DEPARMEN
A
WORK
a 9 ADDRESS q-FH- ;7V F V-Q1
7— OWNER LA—�7i
nneum
JUL 12 2019
APPROVED DATE:
BLDG. OFFICIAL: �
PERME7 MUM-SER
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ELECTRICAL & LIGHTING PLAN
elec.
panel
elec. interlock panel
r-- non corribustable wall
Legend
light
by number 1,2,3_11 Adjacent Suite
—LED recessed can
0
separated switches
—LED pendent light
0
—LED wall lamp
F]
—outlet
J0
—ceiling outlet
All recessed can lighting will not penetrate
existing V—A one hour fire rated construction.
All electrical and light fixtures w0l be affixed to
—SONOS Speaker
the existing drop cefling.
ALL LIGHTING CONTROLS WILL MEET THE
—securitv camera
PROVISIONS OF WSEC C405.2
Occupant
Suite # Area —cat 5 outlet =c5__
Suite 111 1,380
Area Analysis performed in accordance with ANSI/BOMA Z65.5 2010
interlock
RESUB
JUL 12 2019
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Site Plan
San Kai
111 4th Ave N.
:Downtown Edmonds
SAN KAI SUSHI
TYPE 2 B
39 OCC
scope of work max occ
does not exceed 99 and
has a total sq footage
of 2,818 sqft. Sprinklers
and separated use not
required.
Per sec. 508.3
KEY PUB
TYPE A2
521DCC
existing firewall
F-1
IL-
0
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we an
moire in
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F�IPMU[2
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JUL 12 2019
A
NoagMl ORN�
Occupant
Suite # Area
Suite 111 1140
Suite 109 1438
Area Analysis performed in accordance with ANSI/BOMA Z65.5 2010
Parking
EX ST NG FLOOR PLAN
Adjacent Suite
Occupant
Suite # Area
Suite 111 1,380
Area Analysis performed in accordance with ANSI/BOMA Z65.5 — 2010
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RECEIVED
JUN 10 2019
DEVELOPMEN] SERVICES CTR.
C111Y OF EDMONDS
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