HomeMy WebLinkAboutPermit D01-119 - PACIFIC WATER SPORTS - RACKDO1-1 19
PACIFIC WATER
SPORTS
11011 TUKWILA
INTERNATIONAL BL
City of Tukwila
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila. Washington 08188
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES.
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Parcel No: 042304 -9153
Address: 11011 TUKWILA INTERNATIONAL BL
Suite No:
Location:
Category: ARET
Type: DEVPERM
Zoning:
Const Type:
Gas /Elec.:
Units: 000
Setbacks: North:
Water: SEATTLE
Wetlands:
Contractor License No: LAMCOC *991DR
.0 South: .0 East: .0 West:
Sewer: VAL VUE
Slopes: N Streams:
OCCUPANT PACIFIC WATER SPORTS Phone:
11011 TUKWILA INT'L BL, TUKWILA WA 98168
OWNER CARROSSINO ARCHIE & PAULINE
2305 S 120TH, SEATTLE WA 98168
CONTACT LEE MOYER Phone: 206 - 246 -3746
11917 8 SW, SEATTLE WA 98146
CONTRACTOR LAM CONSTRUCTION
11917 8 SW, SEATTLE WA 98146
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Permit Description:
INSTALL KAYAK RACK. (MOVE FROM CURRENT LOCATION)
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Construction Valuation: it 22,950.00
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr:
Curb Cut /Access /Sidewalk /CSS: N
Fire Loop Hydrant: N No:
Flood Control Zone: N
Hauling: N Start Time:
Land Altering: N Cut:
Landscape Irrigation: N
Moving Oversized Load: N Start Time: End Time:
Sanitary Side Sewer: N No:
Sewer Main Extension: N Private: N Public: N
Storm Drainage: N
Street Use: N
Water Main Extension: N Private: N Public: N
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TOTAL DEVELOPMENT PERMIT FEES: $ 603.86
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Permit Center Authorized Signature:
DEVELOPMENT PERMIT
I hereby certify that I have read and examined this permit and know the same
to be true and correct. All provisions of law and ordinances governing this
work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or
cancel the provision of any other state or local laws regulating construction
or the performance of work. I am authorized to sign for and obtain this
developmept permit.
Signature:■_
c ce
Print Name: A ,H
Permit No:
Status:
Issued:
Expires:
Occupancy:
UBC:
Fire Protection:
es-
(206) 431 -3670
D01 -119
ISSUED
05/08/2001
11/04/2001
STORE
1997
NONE
.0
Size(in): .00
End Time:
Fill:
Date: 6
Date: -G `CV
This permit shall become null and void if the work is not commenced within
180 days from the date of issuance, or if the work is suspended or abandoned
for a period of 180 days from the last inspection.
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Address: 11011 TUi-..WILA I4TEPNATION41 EL 1 . — .7*!tr NC." '-119
Tenant: :tatus
Type: CIEVPEPM
Parcel #. 042304-9•53
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Permit Conditions:
1. No chanoles will t. .made t the
Engineer end the Tul 8u pl
2. All permits, insbection ret7.0(1.z. abero shall
available at the lob . .ste L;12: to the It.irt Y"o■.,
These documents are to be 111,:lir:::aned an:J.
able until final in:pe apoco7al 1)
3. Electrical perwits shall be obte.ined thlouQn the
State Division of Labor and Industrie*: aid all eleot, !
worl. will be insbected b that 3
4. All construction to be done in conformae wit.h
plans and requirements of the Uniforco f19
Edition) as amended, Uniform Mechanioal
and Washinigton Stz Cc(de 4.): Ei it
5. Validity of Perm1t. The t'z'.7-0,:/oce .:f A 1 oi
'1 and :iutat n I vost: he „:011-
strued to be a oeriolt for. or n At:41; 0 7 v
of any of the orovi'.:.ion::' the L.Oldin9 , :ode Or Of
other ordinance of the lurisdiction. No t..erilOt
olve authority t': violate o c3ncel the
code .s.hail be valld.
I hereby certify that I hafe read the;!e , 01;!
with them as outlined. Ail
this wor i.. will be c with. whethec hc
The t.lranting of this bermit doe ‘..t preiume
violate or cancel the provins of ,Aty othec o( !aw
regulating construction or the nerformarce ct
Signature:
Print Uame:
• •
Project N lien t: �-..
� �tfr'L �ATEA set Via J.hc.
Value o nstruction:
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Site Address:
/loci 7 Xw/L.A lAir AIL
City State/Zip:
L up, 9 el i r
Tax Parcel Number.
Property Owner:
D 0 t ) chg R o s HOD
-
Phone:
o2s3
F say/
Street Address:
15 /`1 -R tn/0 Vu Getv Dl. S
City State/Zip:
Des Mow s
Fax #:
Contractor LA-11 Cd u� �G77 ON
Phone: Zoo 2' 37 y G
Street rd4eis : G
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C ity State /Zip:
9 n L/c
Fax #:
2-d (
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Architect:
Phone:
Street Address:
City State/Zip:
Fax #:
Engineer
Phone:
Street Address:
City State /Zip:
Fax #:
Coen: M oyel
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l trgrlydre sir) 5-e4.
) Cintate2ip:
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Description of work to be done: /� . 4. / /�� i v r_ ►N CU j OG1
AI ti 'l YL �t, 2 / � c , 1. l r C -S ► 7 irr "� l 4 / 're r)
Existing use: ❑ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑Hospital
❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ Office
❑ School /College /Universit ❑ Other
Proposed use: Cl Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital
❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ Office
❑ School/College/University ❑ Other
Will there be a change of use? C3 yes a no
If yes, extent of change:
Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm EThioTle ❑ other (specify)
Building Square Feet: existing 4 . i new
Area of Construction:
Will there be storage of flammable/combustible hazardous material in the building? ❑ yes
Attach list of materials and store • e location on se • arate 8 1/2 X 11 • a • er indicatin • • uantities & Material Safet Data Sheets
CITY OF TUI "
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
New Commercial / Addition / Multi - Family Permit Application
Application and plans must be complete In order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
NCPERMIT.DOC 1/29/97
APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING:
Additional rnvlews ma be determined b the Public Works De • artment
❑ Channelization/Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Flood Control Zone ❑ Hauling ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds.
❑ Moving an Oversized Load: Start Time: End Time:
❑ Sanitary Side Sewer #• _ ❑ Sewer Main Extension 0 Private 0 Public
❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public
❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only
❑ Water Meter /Permanent # Size(s):
❑ Water Meter Temp # Size(s): Est. quantity: gal Schedules p {Z 2 :
❑ Miscellaneous
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be
reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall
expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180
days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No
application shall be extended more than once.
Date application accepted:
• ® t
Date application expires:
FOR STAFF USE ONLY
Project Number:
Permit Number:_ INC) VP t
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Application taken by: (initials)
PLEASE SIGN BACK OF APPLICATION FORM
BUILDING OWN
OR AUTHORIZED AGENT:
Signature:
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Print name: L'br
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Address: h c 17
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City /State /Zip:5e et t-P yr I 4./
ALL NEW COMMERCIAL/ADDITION '' TI- FAMILY PERMIT APPLICATIONS M
BE SUBMITTED WITH THE FOLLOWING:
Copy of recorded Legal Description from King County
Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433-
0179 for servicing district.
❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 -0179 for
servicing district.
❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures
(Form H -13). Business Declaration required (Form H -10).
Five (5) sets of working drawings, which include :
❑ ❑ Site Plan
1. North arrow and scale.
2. Existing and proposed utilities and existing hydrant location(s).
3. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements.
4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions.
5. Location of driveways, parking, loading & service areas, with parking calculations & location & type of dump -
ster recycling screening.
6. Location and screening of outdoor storage.
7. Limits of clearing /grading with existing & proposed topography at 2' intervals extending 5' beyond property's
boundaries, erosion control measures & three buffer protection measures.
8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers (TMC F"
18.45.040). g
9. Identify location and size of existing trees, note by size and species those to be maintained and those to be
removed.
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10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, co
species, location and spacing. Location of service areas and vault with proposed screening. w
11. Location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. N
12. Lowest finished floor elevation (if flood control zone permit required). uI 0
13. Civil plans to include size of water supply to sprinkler vault with documentation from contractor stating supply 2
line will meet or exceed sprinkler system design criteria as identified by the Fire Department. g 5 14. See Public Works Checklist for detailed civil /si'e plan information rpiirnd fnr Pi'hlir•. �n.+orks Review (Form H -9). N
rn C=7
❑ ❑ Vicinity Map showing location of site
❑ ❑ Building Elevations (Include dimensions of all building facades and major architectural elements)
❑ ❑ Mechanical Drawings �z g
w
❑ ❑ Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) ?
❑ ❑ Architectural drawings U rn
❑ ❑ Specifications (if separate document)
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❑ ❑ Structural Calculations
❑ ❑ Sprinkler structural calculations indicating load of water - filled sprinkler piping u-
❑ ❑ Height Analysis tii N
U
❑ ❑ Soils Report stamped by Washington State licensed Geotechnical Engineer O
❑ ❑ Topographical and Boundary Survey z
❑ ❑ Tree Coverage Analysis (Multifamily only )
❑ ❑ Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7
❑ ❑ Completed Land Use Applications If not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or
Tree permit)
❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other
land use or SEPA decisions
❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County
Department of Public Health prior to submitting for building permit application. The Department of Pub-
lic Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5)
❑ ❑ Copy of Washington State Department of Labor and industries valid Contractor's License. If no
contractor has been selected at time of application a copy of this license will be required before the
permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ".
N/A
ALL DRAWINGS TO,AE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL
ALL " DRAWINGS"SAALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
SUBMITTED
❑
Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a
notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
NCPERM1T.DOC 1/29/97
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C;ITV OF TUKW 1
ILA- WA D 0
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TPAIIIir111 n 1. tri ber : 110.1005 El t., Amount: ; -'. :: I - 4 r . , 0 4 , , ' 0 / 0
, 1 a v c o fl 11 t Method : 1: 11 E C K - -- t 4 0 t . 1 1 . ; i t) I ■ : 1_ il M C 11 f4`.:,' I 1? r 1 0(4
Perin it No: 1)01-1.19 r - 0 c. : r: !. 4.) PI: l( ii D Et) r. I. i.) p i+ r. !.! r i) ir. I/ il r r 6 5
p a r c e 1 t10 : 042304-
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Account (:ode DE...:;crs 1 pl or gl CI r.: tA ri 1
000/322-100 131.1I L 0 I i4 C. - : i.: 3 :::r.
000..":345.Er30 rL(- CHECK - 11(i r KES.)
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CtIY OF IUKW1LA. WA IRAWIMit
IRANSM/1 Number: R0100506 Amount: I/2.41 04/23/01 09:46
Payment Method: CHECK Notation: IFI MOYFR (nit: JID
Permit No: D01-119 E ype : EM: VII- RM DPW Ni H- R111
Site Addre5s: 11011 PACIFIC HY S
lota1 Few): 442.16
rhis Paymont 1/2.41 foto] AIL Pmt:;: 1/2.41
Halanco: 269./5
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Account. Codo Do:wription Amount.
009V345.830 PLAN CHECK - NOME'S 1/2.41
1 TOTAL 72.
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Typ of Inspection.
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Address. __ - _
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Special instruction:
Date wanted.
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Requester:
Phone:
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
Inspe
V F
,S ' i REINSPECTIOI(
at 6300 Southcenter BFtid.,
Date:
(206)431 -3670 LO,
Approved per applicable codes. El Corrections required prior to approval.
COMMENTS:
,y
E REQUI • ED. Prior to inspection, fee must be paid
Suite 100. Call to schedule reinspection.
Receipt No:
Date:
P oject:.
P1 4 , ..
t ^
-J , JtiatE
Type of Inspection: 111 „�,► 4
• _AA l% i .,.. . • ■ A i. 4 -
ddress: ' l
S pecia l
Date called: q 42 v e
i nstructions:
I '"
/
Date wanted: �
R ps�ol
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Re ester•
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P nb (4 4I 3 gs
Approved per applicable codes.
COMMENTS:
INSPE ION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
z) 1044,2
" `c n1114
efl2,41 ikiee
PERMIT NO.
(206)431 -3670
Corrections required prior to approval.
i4 pe,
_e- "--4e 4/4.1
L.t4' t f
Inspector: v' Date: C? - )
$47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
I Date:
l!,
i
Pacific Water Sports
Tenant Improvements
IMPROVEMENTS AND INSTALLATIONS
ref
Pacific Water Sports
16055 Pacific High wa y South
Seattle, Wash. 98188
(206) 246 -9385
FAX (206) 439-
Pacific Water Sports is a canoe and kayak specialty shop moving to 11011 Tukwila International Blvd.
We manufacture, repair, and sell kayaks that we make as well as sell other brands of canoes and kayaks and
accessories. We also teach paddling and rent equipment.
Building addition
We will be adding to the existing building. The addition will be 94 x 20 feet. (This could be reduced to 70
x 20 if the size would force us to add sprinklers to the building). It is a metal building to cover a spray
booth and serve as mold storage. It will probably also contain our compressors and a gas water heater
(mounted outside the wall in a small cover). It will be unheated. We do not expect to do much
manufacturing in this building unless it is in the spray booth.
One hour wall
The existing wall dividing the front and back of the building is faced with paneling and pegboard. We will
have the paneling and pegboard removed and replaced with gypsum board per the fire requirements. A
landing for the stairs and joining the hall to the back will be enclosed and covered for fire requirements as
well. Other existing doors and openings in the wall will be framed in and covered.
Spray booth
This is a portable unit with its own automatic monitored dry chemical fire suppression system. We spray
gel coat with an occasional job where we spay epoxy or enamel onto fiberglass parts. The booth is used
part time, not more than twenty hours a week. It has the appropriate filters and exhaust system. We do not
spray lacquer, automotive paint, etc.
Mezzanine modification
There are a number of small rooms against the west side of the firewall. We will consolidate two small
ones and remove the north room. The removal will shorten the mezzanine and add to the clear floor space
on the lower level. Although we may assemble small parts (seats, coamings, etc.) on the mezzanine, it will
probably just be used for parts and mold storage.
Resin shed
This is outside storage for resin and acetone. It will typically have two drums of resin and one of acetone.
It will also have about 10 five - gallon pails of gel coat. This is 10 x 12 foot wood frame and T -I II siding
shed with a corrugated vinyl roof. It sits on a foundation of cinder block to provide spill containment. This
system is what we use now with no problems. The Seatac fire department and building code enforcement ,
approved of it.
APR ?32001
Doi- 1 ii
Covered boat storage racks
We currently use one. We will move it and add another. This is simply a row of trusses with a metal roof
and T -111 siding on the back and sides to keep the boats somewhat clean. The trusses are on 6 foot centers
and tied together with horizontal 2x4 rails spaces about 20 inches apart on the upright members. This
forms a pigeon hole type rack where we slide the kayaks and canoes in from the front. There are three
kayaks or two canoes on each 2x4 span between the trusses. We may delete the rails and enclose one or
two bays to form an accessory shed for paddles, Pfd's, etc.
Other racks
We have a number of portable "tree" type racks that hold up to eight boats. We use these inside and
outside. Some are single sided and go against the wall. We also have a couple racks that hold the short
whitewater kayaks on end, leaning into slots defined by 2x4's or metal dividers.
Miscellaneous
We have a number of small jobs to do. We will be installing a computer network and a phone system.
Some doors and windows need to be replaced. Walls need to be patched and painted. The sign faces need
to be changed. The awning needs to be changed. Etc.
SALES AND RENTAL OPERATIONS
The rental and retail operations will be in the front part of the building. This will include storage/display of
kayaks and canoes in the center section. Customers will normally park in front of the building, but will
drive into the side yards to pick up boats and equipment. in the side yards customers will also deliver and
pick up their own boats that are brought in for service.
Sales/storage area flammable/hazardous materials
This area will have no more hazardous or flammable materials than is normal for any business occupying a
space this size. Normal would be routine cleaning, maintenance and office supplies and possibly a quart or
two of touch up materials for kayak service. We stock and sell some adhesives and repair kits packaged for
consumers.
MANUFACTURING OPERATIONS
We build about four kayaks a week. They are built in halves, 16 to 21 feet long. The molds will be
cleaned and polished in the main building. Then they will be taken into the spray boot where the gel coat is
applied. The sprayed mold will be left in the new addition or brought into the main building to allow the
gel coat to cure overnight. Then the fiberglass and vinylester resin laminate will be applied in the main
building. We only laminate one mold at a time. The finished laminate will be stored in the addition or
main building to cure overnight. The next day we can remove the part, prep the mold and spray again.
When we cycle a mold as fast as possible, we get a part every other day, but we use many molds (models)
so they don't cycle that fast. In the main building we will also make small parts: seats, bulkheads,
coamings, etc.
After the halves are pulled from the mold, the edges are trimmed and sanded. Then they are joined with a
vinyl extrusion and sealant. On the inside a fiberglass seam is applied. The final fiberglass operations are
adding the bulkheads, seats, coamings and end pours (the kayak is stood on end and about 4 oz of epoxy
mixture is poured into the end). To complete the kayak we install deck hardware, rudder, foot controls,
decals etc.
By tar, most of the labor is in assembling and finishing the kayaks. It takes two people about half time to
prep, spray and laminate the hulls and decks, one full time to fabricate small parts and three people full
time to assemble and finish. One person works almost full time on industrial fiberglass work.
We also do industrial fiberglass repair and fabrication. This is primarily repair of damaged man lift buckets
for utility companies and fabrication of miscellaneous small parts for Metro transit vehicles. The only large
part is a narrow 8 -foot box and lid for Puget Sound Energy. It is about like making a kayak hull. The
largest paint spray job is painting one of the buckets.
Manufacturing: flammable/hazardous materials
The spray booth will contain one or two five- gallon cans of acetone and several five- gallon partially full
cans of gel coat of the most popular colors we are using at the time. Additional gel coat and acetone will be
stored in the resin shed.
The laminating process will use about a gallon (two employees working from half gallon containers) of
catalyzed resin at a time and have a five - gallon can as the supply. The five - gallon can will be resupplied
from a drum in the resin shed. The small parts laminating operation will use about a quart at a time,
supplied from a five gallon can. Clean up acetone is in flip top plastic squeeze bottles or containers that
hold less than a gallon. These will be refilled from a drum in the resin shed. Materials in the manufacturing
area that are not in immediate use will be stored in approved cabinets. The largest part we build is the hull
fot a double kayak. It uses about two gallons of resin.
We use about 15 gallons of resin, 5 gallons of gel coat and five gallons of acetone a week. In the
manufacturing area we may store, in approved cabinets, as much as 5 gallons of acetone and ten gallons of
resin and gel coat.
We have been in business in Seatac for over 20 years. In that time we have had excellent relations with the
fire inspectors in Seastac. I'm sure they would give us a good recommendation.
Lee Moyer
TNTERNATTONA
Project Data
To Pacific Water Sports
11011 Tukwila International Blvd
Tukwila, Washington 98168
.•t Lee Moyer
Memorandum
RE: Pacific Water Sports Store Relocation - Kayak Rack Review
DATE April 9, 2001
PROJECT Kayak Rack Review
PROJECT NO. 152004 .01
BY Greg Gilda
Our office has reviewed the design of the proposed kayak rack structure to be located at the new Pacific Water
Sports store at 1 1011 Tukwila International Boulevard in Tukwila, Washington. Per the building department's
request, we have provided calculations for the lateral support of the building. A similar structure is existing at the
old store and the intent is to salvage as much of the previous structure as possible. The structure is a low
occupancy building and will be used to store kayaks and canoes.
Based on our review and discussions, the design appears to be adequate for the code specified lateral loads. We
have attached sketches that address some additional requirements relating to the braced trusses and tiedowns.
If you have any questions regarding the above information or if conditions do not appear to be as shown in the
details, please contact our office. Thank you.
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EQE International
1411 Fourth Avenue, Suite 500
Seattle Washington 98101
Phone: 206.624.8687
Fax: 206.624.8268
Kayak Rack Review
Pacific Water Sports — Store Relocation
11011 Tukwila International Boulevard
Tukwila, Washington
EQE Job No. 152004.01
STRUCTURAL DESIGN CRITERIA:
CODE CRITERIA:
BUILDING CODE
BUILDING DEPARTMENT
SEISMIC ZONE
WIND CRITERIA
SOILS CRITERIA:
SOILS CONSULTANT . 1997 UNIFORM BUILDING CODE; TABLE 18 -I -A
BEARING PRESSURES 1,000 PSF
MATERIALS CRITERIA:
WOOD FRAMING:
2X, 3X, & 4X FRAMING MBRS
6X FRAMING MBRS
WOOD SHTG
HF#2
DF# I
.APA RATED
C.\ GJG\ CALCS\ PACIFICWATERSPORTSKAYAKRACKCRITERIA .DOC
1997 UNIFORM BUILDING CODE
CITY OF TUKWILA
.ZONE 3; ( R =5.5 )
80 MPH; EXPOSURE "B"
EQE International
1411 Fourth Avenue, Suite 500
Seattle Washington 98101
Phone: 206.624.8687
Fax: 206.624.8268
1
EXPIRES 10 -25 -o
STRUCTURAL CALCULATIONS
FOR:
Kayak Storage Rack Review
Pacific Water Sports — Store Relocation
11011 Tukwila International Boulevard
Tukwila, Washington
EQE Job No. 152004.01
Prepared tor: Pacific Water Sports
Date: April 9, 2001
C:\ GJG\ CALCS \PACIFICWATERSPORTSCALCOVER.DOC
ADDITIONAL LOADS:
EQE International
1411 Fourth Avenue, Suite 500
Seattle Washington 98101
Phone: 206.624.8687
Fax: 206.624.8268
Storage Shed Review
Pacific Water Sports — Store Relocation
11011 Tukwila International Boulevard
Tukwila, Washington
EQE Job No. 152004.01
DESIGN LOAD CRITERIA
BASIC ROOF LOADS:
ITEM DWl21PTIQN MkT I1,AM WEIGHT
ROOFING & FILL ASPHALT SHINGLE 3.0 PSF
SHT'G OR DECKING 'Y" SHEATHING 1.5 PSF
INSULATION NONE 0.0 PSF
CEILING NONE 0.0 PSF
(MECII, ELEC, ETC.) MISC. 1.0 PSF
FRAMING 2X JOISTS a 24" O.C. 2.0 PSF
CALCULATED KAYAK LOADS (FOUR TIERS) 10.0 PSF
*LOAD IS CONSERVATIVE
C:I GJG\ CALCSI PACIFICWATERSPORTSKAYAKRACKCRITERIA .DOC
TOTAL DEAD LOAD 7.5 PSF
ROOF SNOW LOAD 25.0 PSF
EQE INTERNATIONAL
Wind Loading:
Exposure = Exposure
CeI5f
Ce2Of
Ce25f
Ce3Of
Ce4Of
Cq
1,,,
WS
qs
= Gust factor, 0 -15 Feet
= Gust factor, 15 -20 Feet
= Gust factor, 20 -25 Feet
= Gust factor, 25 -30 Feet
= Gust factor, 30 -40 Feet
= Pressure coefficient - ( 0.8 + 0.5 = 1.3 )
= Importance factor
= Wind Speed
= Wind pressure
PI5 = CeI5f *Cq•I•gs
P20 Ce20f • Cq * I * qs
P25 = Ce25f • Cq • I • qs
P30 = Ce30f * Cq • I • qs
P40 = Ce40f • Cq • I • qs
Seismic Loading on Building:
LATERAL DESIGN LOADS: LIFE- SAFETY
Last updated 7/31/1997
(Seismic Source Type B. 5 KM to fault. Soil Profile S
Loading data obtained from the 1997 UBC
Z = Seismic Zone Factor (Table 16 -I) = 0.30 < Input >
SST = Seismic Source Type (A, B or C) (Table 16 -U) - B < Input >
ST = Soil Type (S S Sc So SE & Sr) = S1) < Input
Factor -1 = Based on Soil Profile (Table IG -R) = 0.54 ': Input
Nv = Near - Source Factor (I) (Table 16-T) = 1.00 < Input >
Cv = Factor -I • Nv (Table I6 -R) = 0.54
Factor -2 = Based on Soil Profile (Table I6 -Q) = 0.36 •' Input >
Na = Near - Source Factor (2)(Sce also 1629 4 2) (Table 16 -S) 1.00 ' Input
(Na used to calculate Ca need not exceed 1.1 for structures complying with 5 conditions as outlined in Sec I(2't •1 :l
Ca = Factor -2 • Na (Table I6 -d) = 0.36
R = Structural System (Table I6 -N) = 5.50 Input I = Seismic Importance Factor (Table I6 -K ) = I.I)0 Input
Ct = (0.035 for Steel, 0.030 for Conc. & 0.020 for others) = 0.020 Input
h = Height of Building (11.) - 10.00 Ft. Input
T = Perid, Method A: T = Ct *(h „)^0.75 = 0.11 Sec
V = [(Cv *I) /(R *T)] *W (30 - 4) = 0.873 W
Vmax = [(2.5 *Ca *1) /111•W (30 -5) = 0.164 W
Vmin = [(0.8 *Z •Nv *I) / R] *W (For Zone 4) (30 -7) = 0.044 IV
V = (Max of V & Vntin but 5 Vmax.) = 0.164 W
F: \wpjstall \eng design aids\ Ege97ubc
(Table I6 -K)
97- LifeSafety
B
0.62
0.67
0.72
0.76
0.84
1.30
1.00
80.00
16.40 Psf
13.22 I'sf
14.28 Psf
1 5.35 Psf
16.20 Psf
17.91 Psf
< Input >
< Input >
< Input >
< Input >
<: Input >
< Input >
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MANUFACTUR NOM THE —DOWN CALCU TIONS AND
SCIEAULES FOR LE/DOUBLEJTRIPLE WIDES
DESIGN & GENERAL NOTES
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a. SOIL KARINO - - -- l000 PSf
* TI[ DOWN STRAPS- 3150/ wORKIho 1.OA0
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ACTIVITY NUMBER D01 -119
Original Plan Submittal
Response to Correction Letter it
DATE: 4 -23 -01
PROJECT NAME: PACIFIC WATER SPORTS
SITE ADDRESS: 11011 PACIFIC HY S SUITE NO:
Response to Incomplete Letter t
Revision ## AFTER Permit Is Issued
DEPARTMENTS:
Bu ct in i v is i o n \ E]
ho c g'3-o
Public prk} 24,0 fEl
PLAN REVIEW /ROUTING SLIP
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete Ff Incomplete
Comments:
TUES /THURS ROUTING:
Please Route
Approved
Approved
41tRU1l1t ixx
un
REVIEWER'S INITIALS:
Structural Review Required
APPROVALS OR CORRECTIONS: (ten days)
REVIEWER'S INITIALS:
5( 1
Fire Prevention
n114 4 - *o
Structural
Approved with Conditions
REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
Approved with Conditions
n
n
Planning ivision
n
Permit Coordinator [a
DUE DATE: 4-24-2001
Not Applicable
No further Review Required
n
DATE:
DUE DATE 05-22 -2001
Not Approved (attach comments)
DATE:
DUE DATE
Not Approved (attach comments)
DATE:
PERMIT COORD COPY
ACTIVITY NUMBER D01 -119 DATE: 4 -23 -01
PROJECT NAME: PACIFIC WATER SPORTS
SITE ADDRESS: 11011 PACIFIC HY S SUITE NO:
Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # __ AFTER Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
Complete 4
Comments:
n
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
APPROVALS OR CORRECTIONS: (ten days)
Approved n Approved with it;ons
REVIEWER'S INITIALS:
PLAN REVIEW /ROUTING SLIP
Fire Prevention
Structural
Incomplete
CORRECTION DETERMINATION:
Approved Approved with Conditions n
REVIEWER'S INITIALS:
n
u
Planning Division
Permit Coordinator
n
n
DUE DATE: 4- 24-2001
Not Applicable n
TUES /THURS ROUTIN :
Please Route Structural Revie quired Fi No further Review Required n
REVIEWER'S INITIALS:
DATE: ��� alji
DUE DATE 05-22 -2001
Not Approved (attach comments) n
DATE: TS- — ZOO
DUE DATE
Not Approved (attach comments)
DATE:
ACTIVITY NUMBER D01 -119 DATE: 4 -23 -01
PROJECT NAME: PACIFIC WATER SPORTS
SITE ADDRESS: 11011 PACIFIC HY S SUITE NO:
Original Plan Submittal Response to Incomplete Letter
Response to Correction Letter # Revision if AFTER Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
n
c
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 4-24-2001
Complete
Comments:
TUES /THURS ROUTING:
Please Route
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
Approved I I Approved with Conditions Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
CORRECTION DETERMINATION:
Approved
PLAN REVIEW /ROUTING SLIP
Structural Review Required
Approved with Conditions
REVIEWER'S INITIALS:
Fire Prevention
Structural
, /r
Incomplete ri
n
Planning Division
Permit Coordinator
No further Review Required
DATE: 4/--1‘-/- 0
u
Not Applicable ri
DUE DATE 05-22-2001
DUE DATE
Not Approved (attach comments)
DATE:
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER D01 -119 DATE: 4 -23 -01
PROJECT NAME: PACIFIC WATER SPORTS
SITE ADDRESS: 11011 PACIFIC HY S SUITE NO:
Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
DEPARTMENTS:
Building Division
Public Works
C
n
Fire Prevention
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
TUES /THURS ROUTING:
Please Route Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
Approved
CORRECTION DETERMINATION:
Approved
Nri
Incomplete ri
Approved with Conditions
REVIEWER'S INITIALS:
Approved with Conditions
Comments:
I
C
n
REVIEWER'S INITIALS:
Revision # AFTER Permit Is Issued
Planning Division
Permit Coordinator
DUE DATE: 4-24 -2001
Not Applicable I
No further Review Required
DATE: Z 1.2 -1'O
DUE DATE 05-22 -2001
Not Approved (attach comments)
DATE:
DUE DATE
Not Approved (attach comments)
DATE:
ACTIVITY NUMBER D01 -119
DATE: 4 -23 -01
PROJECT NAME: PACIFIC WATER SPORTS
SITE ADDRESS: 11011 PACIFIC HY S SUITE NO:
Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter it
Revision # AFTER Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Approved
PLAN REVIEW /ROUTING SLIP
n Fire Prevention
is
Structural
Incomplete
TUES /THURS ROUTING:
Please Route r Structural Review Required
REVIEWER'S INITIALS: \ L S
APPROVALS OR CORRECTIONS: (ten days)
Approved with Conditions
n
REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
Approved ri Approved with Conditions
REVIEWER'S INITIALS:
Planning Division
Permit Coordinator
n
n
DUE DATE: 4-24-2001
Not Applicable ri
No further Review Required * R
DATE: ! 2 O/
DUE DATE 05-22 -2001
Not Approved (attach comments) n
DATE:
DUE DATE
Not Approved (attach comments)
DATE:
REGISTERED AS PROVIDED BY LAW AS
CONST CONT SPECIALTY
REGIST. ## EXP. DATE
CCBCBE LAMCOC *991DR 03/15/2002
EFFECTIVE DATE 03/19/2001
LAM CONSTRUCTION CO
11917 8TH SW
SEATTLE WA 98146
Sienatur
Issued by DEPARTMENT OF LABOR AND INDU TRIES
•
FROM TRUc -I
SALES OFFICE
153.09
KAYAK if
CRNOE RACK
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ADD VESTIBULE
$ FIRE DOOR
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DISPLAY AREA
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PAC IFIC WATER SPOR"C5 TENANT 1
11011 TUKWILA INTIaRNATIONAL. 3LVQ
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FLOOR ASovE
WALL TO CEILING-)
(TO BE ONE HOUR WALL)
SERvict
AREA
SHIPPING
ff k.6cEIv /KIG
ARE
v/x 20 ADDITION
rO EXISTING SID&
ON E(15TING ASPHALT PAO
ti
> t
CON1 - AlNL R
(SANDING B00T1 -1)
STORM SEWER Ac .E55
GAS
METER'
14w x 13 11
'ROLLUP p0.012
(3 PLACES)
6O
STORM
DRAIN
I 1 9
SCALE
l t -AREA CATCH
BASIN / OIL
SEPARATOR
FILE COPY
I understand that the Plan Check approvals are
subject to errors and omissions and approval of
plans does not authorize the violation of any of non-
adopted code ordinance. lanscacknowledged.
tractor's of approved copy P roved P
COWL
G QR O S o \ .
Mao
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GA L.IN E
,
STORM SEWER APR 23 nOI
PERMIT CENTER
Dot It'
ANCHOR LOCATIONS
(DErA41L5 ON
SEPARATE SH &ET)
(10 PLACES)
C'
I)
C- C
DIAGOCNAL. BRACE DETA\--
(4 PLACES) SCALE
C TRUSS
c ry PJ
2x6
A
PET}PIL A -A
2x4
SPLICE
2X4
BRACE
BOAT SUPPORT
RAILS zx4
(SPACING VARIES)
(4 OR )
PT 2 4 x 16 SPACER
7 NAILED 70 POST `d PAVEMENT
(ONE OR MOIR-E FOR, LEVELING)
('TYP)
KAYAK RACK (RAF,r RS A PAILS (-jr a SHOWN)
PLAN VIEW SCNE'MAT IC
qLL 7 I D ®s FSLE
xC 5 -6
13 4--
ax 4 BRACE
CONE P \ICE PER TRUSS)
S CALE
_J c
I " = 4'
f ---SPACER
0
CORRUGATED 57 ROOFIH6
B
4x4 PO S1 - '
(12' oC)'
2 x 4 BRACE
CAT TRUSS W ANCHORS ONLY
TRUSS DETAIL SCALE' I I .
(TYP'13 PLACES EXCEPT AS NOTED)
PACIFIC WATER SPORTS BOKT RACK
11011 TLKWILpr INTL' BLVD
Sx (2 BACK PANEL
Zx4 FRANCE T -111
(6 REQvIRED
SCALE 1 " =2'
Sx 12 BACI< PANEL
MOY -"7Q
SPACER NAILED To PoST
AND PAvEMENr (TYP 7 PLACES)
APR 23 2001
PERMIT CENTER
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