23401 HIGHWAY 99 (3).PDFPOE -
PRE -APPLICATION MEETING
NOTIFICATION & PLANS
Date:
June 16, 2005
To:
Building t9 EngineeringEl Fire 0 Planning F]
From:
JanaEl Linda U
Meeting Date:
Wednesday, July 6, 2005
Meeting Time:
1:30
Applicant
Whirleyball
Contact
Tom Choquette 425,218.2216 (Cell)
Attached are the plans for the meeting scheduled above.
cc: Mr. Bowman
D:MyDocumentsjSpe1hnan/Pfre-App Meetingsllre-App Notify to Staff
L:T=rdJana/PrL,App Mming Fonn,&App Notify to Staff
City of Edmonds
DEVELOPMENT SERVICES DEPARTMENT
r-
OICITY OF EDMONDS 0
DEVELOPMENT SERVICES
DATE:
Received of:
Adt1rp-,--,- e-
26564
Check No. Cash —�Otal Mceived
Water Meter Size:
Amount
Water Connection Fee
Sewer Permit/Repair
Sewer Connection/LID Fee
Street Disruption Fee (111 Fund)
Storm Drainage Fee
Engineering Inspection Fee (SFR)
Engineering 2.2% Inspection Fee (SP, Multi. Comm)
Engineering Review Fees (SP, Multi. Comm)
ROW/Street Use/Encroachment Permit
Street Cut / Restoration Fee (620 Fund)
Traffic Mitigation Fee/Sidewalk Contribution
Fire Inspection Fee
Fire Plan Che ck Fee
Building Permit Fee - Type 49 Z?
Plan Check Fee
Reimbursable Consulting Fees 71
Critical Areas
Landscape Inspection Fee (1%)
SEPA Review Fee
Shoreline Permit Fee
Sign Installation (620 Fund)
Zoning Application Fee - Type:
Maps / Books
Photocopies
Recording Fee
City Surcharge
State Surcharge (622 Fund)
/I A
Received by: Permit No.
City of Edmonds K
Pre -Application Meeting
Project: Whirlyball Addition Date: JuIV 6, 2005
Project Name/Address: Whirlyball @ 23401 Highway 99
Contact Person/Address/Fax: Tom Choquette 0-) 425-218-2216
Permit Coordinator: Marie Harrison 425.771.0220 x 1389 Department: Building
The following City of Edmonds departments have reviewed your pre-applipation submittal:
Building Department
Planning Department
[ ] Engineering Department
[ ] Fire Department
Attached are comments from the appropriate departments.
You have been given the following handouts illustrating requirements for permit submittal:
Building Application Commercial/Multifamily Requirements
X I
Grading and Excavation Storm Water Management
'0�
Height Calculations [ ] Energy & Ventilation Forms
"O'Demolition Permit Requirements
[ ] . Encroachment Permit Application
Sign Permit Requirements
Land Use Application
Critical Area Checklist
xlo�z
EPA Checklist
KAD13 Requirements
A-, Adjacent Property Owner List
Concurrent Agreement Form
Fire Sprinkler/Alarm/Connection
Protection Footprint
XArchitectural Design Board Policy
Garbage & Recycle Collection
Traffic Control Requirements
Performance Bond
Traffic Impact Analysis
No partial submittals will be accepted.
You have been quoted approximate review time from the planning department for
Architectural Design Review.
I Lx� J,
You have been quote"21 roximate initial review time from the building department for
building permit review. 04 �ftm
L/Temp/DST's/Forms/Pre-App 7/1/2005
Aj
Jul as 05 12:28P 0 20281-7471
P. I
EVS11NO PARKINQ
(26) FULL SIZE
NEW/REIASED PARKING:
(8) FULL SIZE
�22) COMPACT
16) COMPACT (PARKING GARAGE IN NEW ADO1710N)
(3) H.C. ACCESSIBLE (I CAIi + 2 VAN)
(75) TOTAL PARKING SPACES
SITE PLAN PRQPOaED BASEMENT #1
WXF-- 1 *=,30'-O'
NORTH
0 30 60 .90
GRAPHIC SCALE
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City of Edmonds
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PRE -APPLICATION COMMENTS
BUILDING DIVISION
DATE July 6, 2005
STAFF: Ann Bullis, Assistant Building Official
RE: Project: Whirlyball Addition/Remodel
23401 Highway 99
A preliminary review was done with the pre -application materials provided (proposed site plan
and sketch of the proposed main floor plan, no plan provided for the parking garage therefore no
review comments were provided for this floor) and we have the following continents.
General Comments:
1) Codes in effect at the time of this meeting:
a) 2003 International Building Code (including Accessibility) with State Amendments
lb) 2003 International Mechanical Code (including International Fuel Gas Code) with State
Amendments
c) 2003 International Fire Code with State Amendments
d) 2003 Uniform Plumbing Code with State Amendments
e) 2003 Washington State Energy Code (WAC 51-11)
f) 2003 Washington Slate Ventilation Indoor Air Quality Code (WAC 51-13)
g) Edmonds Community Development Code
2) Basic Design Loads specific to Edmonds
a) Snow load-25 psf — nonreducible
b) Seismic design category D
c) Wind speed 85 mph, 3 sec gust
d) Wind exposure B
3) A soils report prepared by a State Licensed Geotechnical Engineer is required.
4) Type of Construction: Provide allowable area calculations for the building to justify the
proposed V13 construction. Based on my rough calculations Type VB; construction will not
work. The original building plans show the existing building as Type V 1 -hour.
5) The site plan notes that there will be parking garage tinder the proposed addition. Clearly
demonstrate on the elevation views that the lowest floor meets the definition of a basement:
a) Is less than 6 feet above grade plane. Please reference the grade plane elevation (average
finished grade level) on the elevation views. See MC 502.1 for definition of grade plane
and how to apply to sloping lots.
b) Is less than 6 feet above finished grade for more than 50% of the total building perimeter.
Please provide percentage calculations and dimension the elevation views.
c) Is less than 12 feet above finished grade at any point. Please provide dimensions on the
elevation views.
Building Division Pre -application Conunents I
0 0
6) Occupancies:
a) Bar/lounge and eating areas outside the bar: A2 occupancy
b) Arcade, laser tag, whirlyball areas: A3 occupancy with the office as an accessory use.
c) Parking garage: S2 occupancy
d) More information is needed to determine the occupancy classification of the shop,
tech/storage, vesting, and briefing. Provide a description of the use and what materials are
used/stored. Additional occupancy separations or incidental use separations may be
required.
A 2-hour fire barrier is required between the A2 and A3 occupancies (can be reduced to 1 -hour
if building is fully sprinkled — see comments below regarding sprinkler system). You may
want to consider using the Non -separated Uses section of IBC 302.3.1 (for the A2 and A3),
which would require that the building essentially meet the most restrictive code requirements
of each.occupancy. This would also make it easier to mix the A2 eating areas with the A3
arcade areas.
A 1 -whour fire barrier is required between the S2 occupancy and the A2/A3 occupancies
7) An automatic sprinkler system is required throughout the building based on the occupancy,
occupant load, and/or the size of the fire area (IBC 903.2.1 also see WAC amendment,
903.2.9). The system must meet NFPA-13 standard. The Fire Marshal will be speaking further
on this.
8) Provide occupant load calculations. By my rough calculations, the occupant load will exceed
500 requiring 3 exits from the main floor (IBC Table 1004.1.2, Table 1018.1). 2 exits will be
required from the parking garage floor (IBC 10 18.1). 2 exits will be required from the laser tag
area. 2 exits will be required from the bar/lounge. All required exits must be accessible (see
IBC 1007).
9) Exterior wall and opening protection: Openings (doors, windows, ducts, etc.) are limited to a
percentage of the wall based on the proximity to the property line. See IBC 704.8 and clearly
show on the plans that the openings do not exceed the allowed percentage.
10) A parapet is required on the exterior walls where openings are not permitted or required to be
protected, unless an exception is used (see JBC 704.11 also see footnotes to Table 704.8).
11) Provide plumbing fixture calculations on the plans per WAC Chapter 29 (new amendments
effective 7/l/05).
12) The roof covering must be the minimum class required by IBC 1505 based on the building type
of construction (it will likely be a Class B).
13) Provide details and listed/tested assemblies for all fire resistive construction (walls, floor -
ceiling, shafts, etc.)
14) The building/site must be barrier free accessible including the main entrance, restrooms,
maneuvering distances throughout the building, parking, customer counter areas, pedestrian
access from the public street, etc. Provide details showing compliance.
15) Provide details of the laser tag structures. How will accessibility be addressed for these
structures/platforms?
16) Provide accessibility upgrades to the existing portion of the building, such as the entrance to
the whirlyball courts, restrboms, etc.
17) Provide door hardware information for accessibility and egress (locking devices).
Building Division Pre -application Comments 2
18) Provide illuminated exit signs and emergency lighting throughout the building.
19) Provide Non -Residential Energy Code compliance forms with your application. These forms
are available on the following website: http://www.neec.net/documents. At minimum the
Envelope Summary form and Lighting Summary form must be submitted with your
application. See WSEC 1132 for energy code requirements for alterations made to an
existing building.
20) Provide mechanical ventilation in accordance with the State Ventilation Indoor Air Quality
Code. Provide -outdoor air at the rates specified in VIAQ Table 3-4 (based on the occupant
load established in #9 above) to each room or area. The system must be balanced (supply and
retum/exhaust). Provide mechanical plans and calculations showing compliance. Provide
manufacturer's specs for the mechanical units to be installed. See City handout for minimum
submittal requirements.
2 1) Provide minimum 50 cfi-n exhaust fan in each restroom.
22) A Type I hood and hood suppression system will be required.
23) Demolition permits will be required for the structures to be removed and a demolition bond
- may be required prior to issuance of the demolition permit. Permits will also be required
from the Puget Sound Clean Air Authority for removal of asbestos.
24) Provide a Fire Protection Footprint (see example provided by the Permit Coordinator).
25) Since the building exceeds 4000 square feet, plans must be stamped and signed by a State
licensed Architect or Professional Engineer.
26) List all deferred submittals on the cover sheet of the plans. The City prefers that plumbing
plans be included with and'issued with the main building permit to help avoid any construction
delays. Common deferred items are mechanical, fire sprinkler, fire alarm, signs, side sewer,
water meter, shop drawings, type I hood, hood suppression, propane tank, State electrical, etc.
27) Contact Steve Fisher, Recycling Coordinator, at 425-771-0235 regarding dumpster enclosure
location and size. Also, see City handout.
28) Contact Linda McMurphy, Cross -connection Control Specialist, at 425-771-0235 regarding
premise isolation requirements to protect the public water system. Typically an RPBA is
required on the main water line in a vault behind the water meter, and double -detector check
valves are required on the fire line and irrigation line.
29) Contact Tim Yokers, Pretreatment Technician, at 425-672-5755 regarding grease interceptor
requirements.
30) Snohomish County Health Department approval will be required for the
kitchen/restaurant/lounge areas.
FREQUENTLY OVERLOOKED ITEMS
The following is a list of frequently overlooked items that apply to many projects. They are listed as a
tool to help minimize corrections required during plan review.
General
• Incomplete submittals, insufficient number of copies, plans not separated out
• General coordination of all plans not done prior to. permit submittal nor throughout
resubmittals (architectural, structural, landscape, civil, mechanical, plumbing, fire
sprinkler, etc.)
Building Division Pre -application Comments 3
• Overall coordination of plans with details clearly and accurately referenced throughout
the plans as to where they apply. For example, a fire rated wall must be clearly identified
and refer to a construction detail that accurately describes how the wall is to be
constructed so it meets the listed and tested assembly requirements, including insulation
for sound transmission control if applicable.
• Deferred submittals and separate permits not called out on plans
• Site plan, landscape plan and civil plan not to same scale —usually a vast difference
between landscape plan and civil for parking space width, planters, patios, driveway
width, location of electrical equipment,,parking spaces, etc.
• Shoring plan not submitted with initial application or submitted very late in the process;
plans show shoring extending onto adjacent private property or into City RW
• Energy calculations deferred to mechanical permit submittal, energy submitted late which
affects framing approval
• Allowable area calculations not provided with permit application, yards on site plans not
adequately shown
• Fire hydrant locations not specified at pre -application meeting
• Structures that require a permit are shown on landscape plans not on architecturals
• Stairs, landings, walkways, ramps not shown on site plans
• Garage headroom to obstructions such as sprinkler heads, pipes, ducts, beams, insulation
Fire Resistive Construction
• Fire ratings and locations of required occupancy separations, fire walls, horizontal
separation walls, exit passageways, corridors, exterior walls, etc not clearly specified on
floor plans and in section views
• Listed and tested fire -rated assemblies not specified on plans and do not match
construction details
• Listed and tested fire -rated assemblies and details showing structural frame protection
(such as for columns and beams) not provided on plans, including those within wall and
floor -ceiling assemblies
• Fire -stopping details and products not specified on plans
• Fire rated corridor detail not provided
• Column jacketing in parking garage to protect fire -resistive covering from damage
Mechanical/Plumbiniz
• Locations of all fire/smoke dampers not shown on mechanical plans
• Routing of exhaust ducts, dryer vents, gas appliance vents, HVAC ductwork not
coordinated prior to issuance of main permit
• Locations and construction details of all mechanical shafts not provided on plans
• Mechanical exhaust outlet locations, especially for parking garage exhaust not shown on
floor plans, roof plans,, sections and elevations (generator location not approved by ADB
and placed in setback areas)
• Appropriate cross -connection control devices provided at the property line on domestic
water line, fire sprinkler line, and irrigation line.
• Appropriate cross -connection control devices provided on fixtures within the building.
Building Division Pre -application Comments 4
0
0
Exiting
0 General exiting configuration not submitted at pre -application meeting, creates redesign
in many cases
• Exit enclosure must exit directly to the outside or to an exit passageway
• Elevators not permitted to open into exit passageways, lobbies not provided when
required
• Occupant load calculations not included with permit application
Accessibility
• Accessible signage location and details not provided on plans
• Accessible means of egress and areas of refuge not shown on plans
• Length and width of accessible parking space not shown on plans
0 Accessible cross walk not provided with in route of travel when crossing vehicular drive
aisles
• Accessible route of travel not complete nor adequately detailed on the plans. For
example, from the public way (sidewalk) to the main -building entrance, from the
accessible parking space(s) to the building entrance, to mailboxes, dumpsters, and
accessory buildings, and throughout building. Detail ramps, slopes, handrails, landings,
width of path of travel, etc.
Building Division Pre -application Comments 5
0
0
Date:
To:
From:
Subject:
MEMORANDUM
July 6, 2005
Tom Choquette
Jeanie McConnelr----�:V�
Engineering Technician ,
23401 Hwy 99 / 7914 234", Addition-CU — Whirleyball
The following comments are provided from the Engineering Division in review of
the conceptual plans for the change of use and addition proposed for Whirleyball
at 23401 Highway 99. It is understood that the use of the property at 7914 234tb
St will be changed from a single family residence to a commercial property.
i. A traffic impact analysis will be required. For specific questions regarding this
requirement, please contact Darrell Smith, Traffic Engineer.
As stated in the Traffic Impact Analysis Requirements handout #E82, for a
change of use the impact fee shall be assessed as follows:
The impact fee shall be the applicable impact fee for the land use
category of the new use, less any impact fee previously paid for the land
use category of the prior use. If no impact fee was paid for the prior
use, the impact fee for the new use shall be reduced by an amount
equal to the current impact fee rate for the prior use.
2. A lo ft street dedication is required along the property frontage Of 7914 234th.
3. Sewer connection fees will be based upon the additional building square
footage for the project site.
4. There will not be a water connection charge if a new meter is not installed.
5. The storm development charge will be based upon the new impervious surface
area less the current assessed charge for the single family residence.
6. A storm detention system is required for this project. When impervious
surface area exceeds 5000 sq ft. the storm detention system design and calcs
must be performed by a licensed engineer.
7. When the asphalt parking area exceeds 5000 sq ft. water quality is required.
8. An oil/water separator is required in the parking garage and must tie into the
sanitary sewer system.
City of Edmonds
2w&--
Community Services Department
Engineering Divisibn
6 0
9. In order to incorporate reduced width parking stalls (8x16 1/2) into the
parking layout, you must first demonstrate that sufficient parking area is
available to provide all required parking spaces at the full width dimensions
(81/2x 16 1/2) and in accordance with Figure 18.1 (sizing of stalls with angled
parking).
lo. Signage and/or painted markings will be required for the one-way traffic
through the parking garage and at the entrance/exit on 234th.
11. Aright -of -way construction permit will be required in order to complete all
frontage improvements.
12. As part of the right-of-way permit approval you will also be required to submit
a traffic control plan. Please refer to Traffic Control Requirements handout
#E81.
13. Sidewalk, curb/gutter and ADA ramps shall be constructed to City of
Edmonds standards. Please refer to standard details E2.8, E2.13, E2.15 and
E2.23.
14. A high capacity gutter will be required across the entrance and exit On 234 th
Please refer to standard detail E2.27.
15. With the proposal for a kitchen facility a grease interceptor may be required.
Please refer to Grease Trap & Grease Interceptor handout #E36.
16. Contact Steve Fisher, Recycling Coordinator at 425-771-0235 regarding
dumpster enclosure sizing and location. Please re/fer to handout #E37.
City of Edmonds
Community Services Depa ment
Engineering Division
. 0
4d
44
.4
4
4'
CITY INSPECTION REQUIRED ON FORM
.WORK PRIOR TO POUR
V R
V BATTER
I'R
0.05 FT/FT
4. 4'
4
.4 'd
4
18' STANDARD
24' ARTERIAL
NOTESt
1. FORMS SHALL BE TRUE TO LINE AND GRADE
AND SECURELY STAKED.
2. THRU JOINTS SHALL BE PLACED ADJACENT
TO CATCH BASINS.
3. EXPANSION JOINTS SHALL BE EVERY 10 FEET
AND DUMMY JOINTS EVERY 5 FEET.
4. THRU JOINTS SHALL HAVE 1/2' TO 5/8' WIDE
PREMOLDED JOINT FILLER,
5. CONCRETE SHALL BE CLASS 3- 300OPSI.
6. FINISH SHALL BE LIGHT BROOM.
7. CURB SHALL BE SPRAYED WITH CLEAR CURING
COMPOUND OR SHALL BE COVERED AND KEPT MOIST
FOR 72 HOURS.
8. ALL SIDEWALKS POURED BEHIND CURB IN
DRIVEWAY AREAS SHALL BE 6' THICK OVER 2;MUFM
CSTC WITH SUBGRADE COMPACTED TO 95% MAX
DENSITY.
F-st. isgu
I
6'
REVISIONS STANDARD DETAIL
&-pFmm By IMTE
STANDARD TYPE "A"CURBIGUTTER DETAIIL
DATE 7/24/01 SCALE NTS DWG NO. E2.8
CITY INSPECTION REQUIRED ON FORM
WORK PRIOR TO POUR
EXPANSION JOINT . DUMMY JOINT
4
I - It. :- -,.
. - . - - - '. q 4.
. .
fA4
. .
44
4
04
4 4
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44
4-
10, O.C. 5** O.0
-----------
PLAN
5' T 0 7'
2%
A 4
4
. . , , : . 4.
UNDISTURBED EARTH OR
COMPACTED NATIVE MATERIAL
..4
FULL DEPTH 1/2' EXPANSION UNLESS OTHERWISE SPECIFIED
JOINT MATERIAL BY ENGINEER
N 0 T El SECTION
1. CONCRETE SHALL BE CLASS 3- 300OPSI
2. CONCRETE SHALL BE BROOM FINISHED
3. SIDEWALK THICKNESS SHALL BE 5-1/2'.
4. SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6' THICK,
5. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM' SIDEWALK
6. CONCRETE SHALL BE SPRAYED WITH CLEAR CURING COMPOUND
OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS,
W. 189U
REVISIONS
A"MWD By DA E STANDARD DETAIL
CONCRETE SIDEWALK
DATE 7/24/01 SCALE NTS DwG NO. E2.13
CURB AT D12
RAMP AT 1112
REMOVE AND REPLACE zz. low
CURB AND GUTTER i-f-
-LL
-LL
A LL
LL
LLLL
-L:=' r-L:L-.- L-1
LL LLLLLI
L LLLLLL�
CURB RAMP-'�� TRACTION GRID '—T�yp/
2.5' LONG SEE RAMP DETAIL
DWG# E2.23
INSTALL 1/2'-EXPANSION JOINT
MATERIAL (TYPICAL)
I
Lr)
EXISTING
SIDEWALK
\-SAW CUT AS REQUIRED
TACTILE WARNING STRIP
V WIDE (TYPICAL)
NOTEi
1. AT LOCATIONS WHERE NEW RAMPS ABUT EXISTING CURB,
GUTTERS, PLANTER STRIPS, AND SIDEWALKS, CONSTRUCT
NEW RAMPS TO MATCH ADJACENT SURFACES,
2.ALL CONCRETE SUR FACES SHALL HAVE A BROOM FINISH.
3.CONCRETE SHALL BE SPRAYEDWITH A CLEAR CURING COMPOUND
OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS.
CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR.
ACCESSIBLE RAMP SHALL BE POURED SEPARATELY
FROM CURB AND GUTTER.
REVISIONS
APMVED BY DATE
D. GEBERT 10/6/03
1090-199'*1
STANDARD DETAIL
CURB RAMP TYPE 2 (FOR V SIDEWALKS)
DATE 7/24/01 1 SCALE NTS I I)WO NO- ' E2.15
1-1/4'
TRACTION GRID PATTERN
1/4'
IOMINAL DIMENSIONS
N 0 T Ei
1. RAMP TEXTURING IS TO BE DONE WITH
AN EXPANDING METAL GRATE PLACED
AND REM13VED FROM WET CONCRETE TO
LEAVE A DIAMOND PATTERN AS SHOWN.
THE LONG AXIS OF THE DIAMOND PATTERN
SHALL BE PERPENDICULAR TO T HE CURB.
GR13VES SHALL BE 1/8' DEEP AND 1/4'
WIDE.
P. ALL C13NCRETE SURFACES SHALL HAVE
A BROOM FINISH.
RAMP SHALL BE FLUSH--,� - 12'-18' — 6* 5.0' MINIMUM CURB LENGTH
WITH GUTTER LINE VARIES w
ROAD SIDE CURB SHALL BE AT A 1112 SLOPE
THE DISTANCE OF THE RAMP
1,12 MAX SLOPE 5.5-
04
CONCRETE CURB AND GUTTER
SEE DETAIL E-2-8
(NEW CONSTRUCTION ONLY)
*",�-95% COMPACTED SUbGRADE. ADD CRUSHED
ROCK BASE AS REQUIRED
112' FULL DEPTH EXPANSION JOINT MATERIAL
CITY INSPECTIEIN REQUIRED LIN FORM WORK PRIDR TD PDUR
ACCESSIBLE RAMP SHALL BE PDURED SEPARATELY
FROM CURB AND GUTTER.
C.-ITY
REVISIONS
PpRavEn By DATE
D. IGEBERT 10/6/03
ld9o-l99u
STANDARD DETAIL
RAMP DEWL FOR WPE 2 RAMPS
DATE 7/24/01 SCALE NTS Dwo NO. E2.23
RADIUS VARIES
TYPE 2 CURB RAMP
.5' LONG RAMP MIN.
(SEE DETAIL E-2.15)
SIDEWALK
PLACE 1' WIDE TACTILE
V BEHIND START OF RAMP
0
C NCRETE CURB AND GUTTER
13Z 16' VERTICAL CURB (TO MATCH
EXISTING CURBING) SHALL EXTEND
VARIES PER T43 END OF RADIUS.
EXTRUDED CURB SHALL START
CODE AT END OF RADIUS
TRANSITION SLOPE SHALL
BE D12 (TYP)
TYPE I 'CURB RAMP
> _,Z5' LONG RAMP MIN.
(SEE DETAIL E-2.14)
a-
L)
A
CONCRETE CURB AND GUTTER
PLACE FULL DEPTH EXPANSION JOINT
I BETWEEN C/G AND HIGH TRAFFIC LOAD GUTTER,
IF WING AND C/G ARE NOT POURED AS ONE UNIT
CURB/GUTTER AND WING FOR HIGH TRAFFIC
LOAD GUTTER MAY BE POURED AS ONE UNIT.
FULL DEPTH EXPANSION JOINTS SHALL BE PLACED
IF WIDTH OF OPENING EXCEEDS 15'.
CITY'. -O.-.F.
REVISIONS
APPROVED BY DATE
D. GEKRT '10/6/03
DATE
Est. 189U
N. 0 S.
EDM-*:0.----*.*
STANDARD DETAIL
HO MM UM MUMAY ACM
(MAffl&TWWWAYNM=Q
7/24/01 1" NTS I DWG NO. E227
MINIMUM PARKING LOT P-EQUIREMENTS
FOR
I -WAY AND 2-WAY TRAFFIC
TABLE FOR ALL SIZE CARS
TABLE FOP. ALL TABLE FOR ALL
SIZE CARS SIZE CARS
(WITHOUT OVERHANG) (WITH OVERHANG)
PARKU46
ANGLE
(DEGREES)
AISLE WIDTH
FOR I -WAY
TRAFFIC
PAPK'G
BANK
WIDTH
(A)
PARKING SECTION
WIDTH
CURB
LENGTH
I -WAY
2-WAY
30
12
15.6
43.2
55.2
17.0
35
12
16.4
44.8
56.8
14,8
40
12
17.1
46.2
582
13.2
45
12
17-7
47.4
59-4
120
50
12
48.2
60.2
111
55
13
18.4
49.8
61.0
10.4
60
15
IA-5 -
-
60.8
9.8
17
15:5
54.0 1
61.0
�90
F 70 1
19
5-4 _
15
56.0 1
60.8
�
PARKING SECTION
AISLE
B._5'x 16.5'fARKING
RECTANlY I- AY
(6.0' x 16 (SEE TABLE)
IF AMICABLE)
tw OR BUMPER-�,,
I III -
DIAGONAL PAR 16
STALL DETAIL W90 OVERHANG
RW 24* AUNIMUM
PARALLEL
STALL DETAIL
=T AN�;TALLS IN BLOCK OF
PAR
UPO PARALLEL STALLS CAN
8 ITOEMLONG.
PARKING
ANGLE
(DEGREES)
AISLE WIDTH
FOR I -WAY
TRAFFIC
PARK'S
BANK
WIDTH
(A)
PARKING SECTION
WIDTH
CURB
LENGTH
I -WAY
2-WAY
30
12
14.6
53.2
17.0
35
12
15.3
_41.2
42.6
54.6
14.8
40
12
15.8
43A
55.6
13.2
45
12
16.3
44.6
F
gL(A-_
i2.o
50
12
16.6
45.2
57.2
11.1
55
13
16.8
46.6
57.6
10*4
60
61
17
16.7
501
1 Nt
1 9-4
70
19
16.1
52.0 1
57-0 1
9.0 1
�lc
1. MINIMUM AISLE WIDTH FOR ONE WAY TRAFFIC
r5 SUBJECT TO INCREASE WHEN AISLE IS A REQUIRED
FIRE LANE. REFER TO FIGURE NO. 18.2
2. IF POLES OR BLbG. COLUMNS ARE WITHIN THE
PARKrN6 AREA, ALL STALLS MUST MEET THE MINIMUM
WIDTH REQUIREMENTS EXCLUSIVE OF POLE DIMENSIONS
3 REDUCED PARKING WIDTH MAY BE usrp% rg: A" F1 If 1 Cr7r.
REQUIRED PARKrw REQUIREMENTS HAVE BEEN MET
SECTION 18.95 OF THE ECDC.
ANGLE
8.5'x 16.5' PARI
RECTANG
(8.0' x 26.54
IF APP
DIAGONAL PARKING
STALL DETAIL W/ OVERHANG
CURBING OR
BUMPER BLOCKS
PERPENDICULAR
FIG. 18.1 STALL DETAIL
24'MINIMUM,
AISLE WIDTH
in
ad __ i U)
ANGLE
MEMORANDUM
Date: July 6, 2005
To: Tom Choquette
From: Star Campbell, Planner
Subject: Preapplication Meeting for a building expansion
Thank you for scheduling a pre -application meeting. From a planning perspective, your
proposal will require the following:
1 Architectural Design Review (ADB) — Maior Progect: The approximate
timeframe for this is 3-4 months. The attached handout explains the process
and the required application materials. Also note the attached landscape
handout and application form. The fee is $2200.00 plus a $15.00 surcharge.
2. SEPA Checklist: The checklist is attached and will be reviewed with the ADB
application. The review fee is $420.
3. Traffic Impact Analysis: Please refer to the attached handout and contact the
Engineering Division if you need further information.
4. Lot Line Ad*u6ment: The lot to the east will need to be combined with the lot
to the east. Please refer to the attached lot line adjustment handout. The
review fee is $350. 1
Having reviewed your pre -application materials, I see no major issues. The proposed
use is allowed in the General Commerical (GC) zone where the site is located.
Landscaping:
Please be aware that the 15' setbacks from the north and east property lines are to be
fully landscaped. The landscaping shown in these areas, is I assume, just to show that
these are landscaped areas. The landscaping that will actually be proposed will need to
be designed in accordance with the direction for landscaping in the code sections and
design guidelines as listed below.
Parking:
Parking for Commercial Recreation facilities can be calculated at a rate of 1 space per
500 square feet for commercial recreation or one space per person up to the allowed
occupancy load. You will need to submit a letter explaining how you feel that it is most
reasonable to use the 1 space per 500 square feet rather than the occupancy
calculation. It appears that you calculated the bar/lounge correctly at a rate of 1 space
per 200 square feet for a bar/lounge that is 4,000 square feet.
City of Edmonds cQ Planning Division
Please'review the attached handouts. I suggest that you review the following section
from the Edmonds Community Development Code (ECDC): ECDC 20.10 Design
Review and ECDC 20.12 Landscaping. In addition, I have attached the section of the
Design Guidelines applica.ble to your site for your. review.
If you have any questions, please call me at 425.771.0200.
a
0
Date:
To:
From:
Subject:
MEMORANDUM
July 6, 2005
Development Services Lead Theresa Umbaugh
Fire Marshal John J. Westfall 425.771.0213 V
.Preapp Whirleyball 23401 Hwy 99
The following project has been evaluated under the 2003 International Fire Code. The
Fire Department requires clarification and corrections on the following issues for
resubmittal:
Fire Department access road (fire lane) along the north side of the building, providing
20' clear aisle width from eastern entry from 234 th St past building access points to
Highway 99. Fire Department access roads are required to be a minimum of 20' paved
width with a vertical clearance of no less than 13 feet 6 inches. Show design
accommodation of 34' inside radius & 42' outside radius at turns through designated
driveways & aisles. I FC 503. 1.1 Exception
Identify fire lane on plan. Provide 4" yellow perimeter striping and identify with words
"FIRE LANE — NO PARKING". Letters shall be 12" high with 1" stroke spaced 50 lineal
feet alternating insides of lane. YELLOW striping provides greater visibility
Callout nearby hydrant locations.
Required permits/submittals include:
Fire Connection Permit
Fire Sprinkler System Permit
Hood Suppression System for Commercial Cooking
Fire Alarm Permit
Fire Protection Footprint
Fire Safety & Evacuation Plan
Fire Connection must be submitted at the same time as your civil plans. Fire connection
permit is required for the installation of the underground supply for your fire protection
system. Underground design must be stamped by registered PE or a Level III (WA) fire
sprinkler contractor AND the installer must also stamp the plans. The installer must be
either Level III or Level "U" fire sprinkler contractor licensed by the State. Provide three
copies of plans showing all valves, vault location, post indicating valve, fire department
connection and piping to include size and material, hydraulic calculations, thrust
blocking with calculations, pipe bury depth and any and all other materials used and
their fire protection listings. RCW18.160.070/RCW18.27.110
City of Edmonds Sb Fire Marshal
9 0
Callout Fire Sprinkler System permit required for installation of automatic fire sprinkler
system with quick -response heads. IFC 105.7.1
Callout Fire Suppression System permit for the installation of kitchen hood extinguishing
systems for commercial cooking purposes in Type I hood for Systems shall be UL-300
.listed. IFC 105.7.1 & IFC 904.2.1 / IMC Section 507
Provide Class K rated fire extinguisher within 30' travel distance of kitchen commercial -
type cooking operations. IFC 904.11.5
Callout Fire Alarm Permit. Manual and automatic fire detection system is required. Life
safety system includes but not limited to, manual and automatic detection, fire protection
system interface, local notification, remote supervision and voice evacuation/PA
requirements (over 1000 OL).
Callout Fire Protection Footprint required (example attached).
Callout Fire safety and Evacuation Plan (prev. fire emergency guide) submittal provided
in accordance with IFC Chapter 4 for groups A & E occupancies.
Install a Fire Department key box. Coordinate with Fire Department (425.775.7720) for
a "Lockbox Authorization Letter" and instructions to obtain and install lockbox. IFC 506
Identify plans with single address for new building: 13401 Highway 99. Post building
address. New and existing buildings shall have approved address numbers, building
numbers -or approved building identification placed in a position that is plainly legible and
visible from the street or road fronting the property. These numbers shall contrast with
their background. Address numbers shall be Arabic numerals or alphabet letters.
Numbers shall be a minimum of 4 inches high with a minimum stroke width of 1/2 inch
and visible from public way on south elevation. ECDC 19.75.005 / IFC Section 505
Callout sprinkler riser location/area. Collocate fire alarm control panel (FACP) with
sprinkler valve & riser.
In group A, B and E buildings fully sprinklered throughout with quick -response
sprinklers, portable fire extinguishers may be required to be installed for special
hazards, e.g. computer, elevator & mechanical/generator rooms. IFC 906.1
Illuminated exit signage and egress illumination will be evaluated with corrections made
to design occupant loads and egress plan submittal. IFC Section 1011 & IFC Section
1006
Callout the means for emergency power for voice/alarm communications and means of
egress illumination if not integral to fire alarm system or electrical fixtures (battery -
operated). IFC 604.2
Post individual and aggregate occupant loads in assembly areas. IFC Section 1004
Provide dedicated circuit(s) for fire alarm control functions. NFPA 72
Edmonds Plaza LEGEND
1500 main Street I how Cwidor vvi!h SfA
Occupanci a: R2, A2,13, M
Type of Col.l.truction: VA C. ck*% mted dacrs, med
o"ging W1 qivinq, fimmioke dainpem at
2 stories with basement 4 dUct pettatraJorm
Total Building Area: 32,456 sf ....... I h-, iated —0 wntty
2003 IBC, IMC, IFGC, IFC, UPC, WSEC, VIAQ G
Fire Apparatus Access, Paved West, South and East sides D.W1r4 Unit � f D�1�2 U.1 2 tv., A�Sq..ILO;t WM
w(h atted dms ard glazing
_j Requiteo axit to ft axwxx
Active Firm Protection D�40Q 4 of ft WIdIng
Fire sprinkler system (sp*clfy NFPA-13 or NFPA 1134�) V V 1311M Unt 0 Ama of Evacuation Agv-ztaice
Fire Department connections C.
Fire alarm system wl smoke detection and manual pulls F.m Demr Ccrtritictm
Fire alarm control panel location RwAi
4 20 itin. taiel� �6140W�q d=
Illuminated exit signs
Emergency lighting wl battery back-up .4 60 � rwAd. satkkiSIN doot
HVAC automatic shutdown 'A .
Kitchen Type I hood and suppression system (D 90w -ea. ".I-d�daar
F---1 Gas Matw
Fire Extinguishers
Reatatoort b D—IFg U.t
F-ttw. Ew� k%wiPand
Passive Fire Protection E RWA�- Ha"
Smoke control system Offim (E. P7V1 P= IrAmtmg Vallo
o_&V Urd?
Escape windows from sleeping rooms
I -hour rated corridorlexit passageway
Attie draft stops
Elevator smoke door Off"
"r
D*&&g U.:
Structural Projection offim ra
Exterior load -bearing walls - 1 -hour
interior lead -bearing walls - 1 -hour
Exterior non4maring walls - 1 -hour
Structural fram@ = 1-houf off'W A
Permanent partitions = 1 -hour Sample Fire
Shaft enclosures = 1-hour F2
Flo" -ceiling - 1-hour R
Roof -ceding - 1 -hour D—WV Lht Protection
Exterior openings = NIA due to location on property Footprint
Stair enclosure = 1 -hour As a
Roof material class - Type 8 Please e-mail Fire Protection Footprint Date Prepared
for each floor to smithm@ci.edmonds.wa.us
in pdf. jpg or Aif format. Last Updated
Fire Protection Footprint (above)
Cc: Mr. Tom Choquette, applicant
Assistant Building Official Ann Bullis
Engineering Technician Jeanie McConnell