HomeMy WebLinkAboutPermit D01-235 - CONRAD MOVING AND STORAGE - RACKD01-235
Conrad Moving
& Storage
18270 Segale
Park Dr B
EXPIRED
FEB 1 2 2002
City of Tukwila "-\'
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
Parcel No: 352304 -9119 Permit No: D01 -235
Address: 18270 SEGALE PARK DR B Status: ISSUED
Suite No: Issued: 08/09/2001
Location: Expires: 02/05/2002
Category: AWSE
Type: DEVPERM
Zoning:
Const Type: RACKS Occupancy: WAREHOUSE
Gas /Elec.: UBC: 1997
Units: 001 Fire Protection: SPRINKLERS
Setbacks: North: .0 South: .0 East: .0 West: .0
Water: TUKWILA Sewer: TUKWILA
Wetlands: Slopes: N Streams:
Contractor License No:
OCCUPANT CONRAD.MOVING & STORAGE Phone:
18270 SEGALE PARK DR B, TUKWILA WA 98188
OWNER LA PIANTA LTD PARTNERSHIP Phone: (206) 575 -3200
PO BOX 88050, TUKWILA WA 98138
CONTACT .LANCE KLASE Phone: 206 -575 -3337
18270 SEGALE PARK DR B, TUKWILA WA 98188
****** * * * * * * * * * ****•***** * ** * * * * * * ** k ** * * ** ** k* * ** *** *** k * *** * * * ** ** * * *•k * * ** * * * * **
Permit Description:
INSTALL, ERECT RACKING
******************************** A * * * * * * * * * * ** * * * * * ** * * * ** * * * ***
Construction Valuation: $ 00
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr:
Curb Cut/Access /Sidewalk /CSS: N
Fire Loop Hydrant: N No: Size(in): .00
Flood Control Zone: N
Hauling: N Start Timer End Time:
Land Altering: N Cut: • Fill:
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
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Permit Center Authorized Signature:
Print Name:___
DEVELOPMENT PERMIT
—1
(206) 431 -3670
Public: N
*****-k****************************************************************************** [ TOTAL DEVELOPMENT PERMIT FEES: $ 303.56
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Date: Crr49 --V
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 f w j, am authorized to sign for and obtain this
development permi
Signature:
Date: P FGf
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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CITY OF TUKWILA
'dress: 18270 SEGALE PARK DR B
te:
e ria n t
Status: ISSUED
Type: DEVPERM Applied: 07/31/2001
Parcel #: 352304 -9119 Issued: 08/09/2001
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Permit .Conditions: '
No changes will be made to the plans unless approved by the
Engineer and the Tukwila Building' Division
All :'construction to be done in , conformance with approved
plans and requirements of the Un if orm . Bu i l di ng Code (1997 ..
'Edition) as amended, 'Uniform Mechanical ; Code (1997 Edition)
and Washington StateEnergy Code ( 199/ Edition) .
Validity of Perin t '' The issuance a permit or approval '?
plans, spec sfi,;cati'ons,..and computations' shill not be con -..
:strued. to be ,a',permit for, or an approval of, any violation
of. any of the 'provisions of the bui l.di.,g code or of any
other ordinance of the j ur i si fi ct ion,, „Np permit presuming to
give authority to violate': or 'can. ce l `; the provisions of :. this
code 'sha l i > va l i,d
All: permits; inspection records, and approved plans shall :'b
ava i l ab l e at the :lob site. .pri or to the ' of any con •
:struction , :' These documents are to be maintained and avail-;
'able untill final inspection approval is granted.
*•kFIRE DEPARTMENT CONDITIONS * **
• =The .:attached. set' of plans hay.e reviewed by The Fire
.Prevention Bureau and are acceptable with the following.
concerns { :
Storage ma'y not be `'closer than , 36 inches. in all directions
to ceiling-hung "Sp or. Unit” 'heaters. ,(UFC ...1109.2)
Storage may6not,be closer than 18 ' inches ,below sprinkler..
)ends.. (NFPA 13, '4 -2.5)
In double tow racks" with heights of storage up to and,
including 25, an , average nominal 6 "- transverse flue space
.between loads.or at rack uprights shall. be, maintained.
'(NFPA 13)
Maintain minimum :6" longitudinal . flue space, between back ''t
back racks. (NFPA< 13)
Where storage height, exceeds 15 feet and ceiling sprinklers
only are installed, tire protection by one of 'the 'following .
methods is required for steel building columns located
within racks: (a). one hour fire proofing, (b) sidewal1
sprinklers at the 15 foot elevation of the column, (c)
,cei ling . sprinkler density minimums "as , determined by the
,Tukwila Fire Prevention Bureau. (NFPA 13)
• Aisles leading to .required exits shall be provided from all
portions of buildings. Aisles located within an accessible
route of travel shall also comply with the Building Code
requirements for accessibility. (UFC 1204.1)
. Depending on the classification of the commodity being
stored and the size of the storage area smoke vents, small
hose stations and curtain boards may be required by Table
81 -A of the Uniform Fire Code. Contact the Tukwila Fire
Prevention Bureau for further information.
Permit No: D01.235
T hereby certA fy that 1 ;have read :.these 'conditions:-ehd wi, -11 comply
; Al i provrs i 01 law. • and ordinances governing
this wor.w wi
11V,beq, complied with, whether .;specified her not:'
•
Th granti ng of thi s permi t does not "presume to, give a i ty t
v elate or >can'ce.l the ,provisions, of any` - :other work or - local laws.
regulating: con ste', , ion' he performance of'::w.ork
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Siiihr,:: -n7 -,414:
.'An approved hose station requires plans review. (Plans
'must be submitted to the Fire Marshal for approval prior to
.installation.) (City Ordinance #1901)
, Racks designed for high -pi led storage must; comply with
;section 2207 of the Uniform Building Code. Please contact
the Tukwila Building Department for detai is pertaining to
,design and installation standards.
.Refrain. from .blocking sprinkler coverage with shelving.
:NFPA standard #13 states that any shelving or decks in
excess of 4 feet in width will require installation of
,sprink1ers thereunder.
'High -pi led combustible storage is combustible materials in
closely packed piles more than 12 feet in height or
)combustible materials on pal lets :or„ ir):,.,reeks more than 12
eet in height For certain :.sp'e "cia1 : :hazard commodities
, uch: as.: rubber tires, p l antic ., some f 1ammal l e l i qu ds,
die* pal lets, etc. ,.the cr�'i'ti` cal .pile °,. height may be as low
s 6 feet (UFC artr°iae 2,
ontact the Tukwi.:la ,Fire Prevention CB to witness
required inspec and tests. (UFC 10.503) (City
;Ordinance #190O'ard :#1901)
This review l mi tad ' to ; specu,la t i ve tenant space ,en l y
=spec i a 1; f i re�..perm i t,s ' limy be necessary depending on detailed
;description; of intended,. use.
Any overlooked hazardous ; i cond t ' ; i on and/.or v i o l a t i o n of the
a;dopted.':F ire' or Bu i l ding •`Codes does, ndt imply _
..such con dri-t',ion, or`,vi ohs.
...
he plans were reviewed by c53 1 -f you have any
u
q estions " , pl;ease c l the -- .Tukwila t+ ire: Prevention Bureau;
('206) 575-- 440.7''
Project Name /Tenant:
ig
Value of r...nctruction•
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Site Address (include suite number) City State /Zip:
ac s66 Dal V€ .A 7A.K.1,) i Pitrr
Tax Parcel Number:
i (A)A,
Property Owner:
-.....5 /F ekc-i,/,,, (ii6 :.
Phone:
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6 s?S 3331
Street Address: �C'sy State /Zip:
/ ° c° 1)15 Ahmi)Vb2 -- P P V (A1, Si» ,10b IuJKl,tltt -A
Fax II:
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Contractor:
Phone:
Street Address: City State /Zip:
Fax If:
Architect:
Phone:
Street Address: City State /Zip:
Fax #:
Engineer: �,� � . '
!tiC
Phone:
Street Address: G�'c��P/l City State /Zip:
Fax 1I:
Contact Person:
Phone:
Street Address: City State / /Ziip:
Fax #:
Description of work to be done (please be specific):
. J,1, 4 � get t (ST it C I" NU
Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family E21 Warehouse ❑Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office
❑ School /College /University ❑ Other
Proposed use:' ❑ Retail ❑ Restaurant ❑ Multi- family IR, Varehouse ❑ Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office
❑ School /College/University ❑ Other
Building Square Feet: 26 f existing No. of Stories: C Area of construction (sq ft):.
Will there be a change of use? ❑ yes ❑ no
If yes, extent of change: (Attach additional sheet if necessary)
.
Will there be rack storage? rm yes ❑ no
Existing fire protection features: XI sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) .
Will there be storage of flammable/combustible hazardous material in the building? 0 yes no
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets
CITY OF TUF'vVILA
Permit Center
6300 Sotlthcenter Blvd., Suite 100
Tukwila, WA 98188
(206) 431 -3670
Project Nu,nber:
Permit Number:
Commercial / Multi - Family Tenant Improvement / Alteration 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.
APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING:
(Additional reviews may be determined by the Public Works Department)
❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk
❑ Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds.
❑ Sanitary Side Sewer #: ❑ Sewer Main Extension
0 Storm Drainage ❑ Street Use ❑ Water Main Extension
❑ Water ivIeter /Exempi #: Size(s): 0 Deduct
❑ Water Meter /Permanent # Size(s):
❑ Water Meter Temp # Size(s): Est. quantity:
❑ Miscellaneous
❑ Flood Control Zone ❑ Hauling
❑ Landscape Irrigation
O Private 0 Public
O Private 0 Public
0 Water Only
gal Schedule:
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:
`7 - D/
Date application expires:
/— J/- a�
Application take' by: (initials)
PLEASE SIGN BACK OF APPLICATION FORM
11 /30/00
crpermil.duc
BUILDING OVW
UTH l 1ZED AGENT:
Signature:
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Date:
7j
Print name:
Phone:
‘1c-.7-r32 / 2
Fax it:
0 / '- 7 7 1 - -7S ?
Address
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City /State /Zip T , �I^J1t,,o ! (00, , lc's�/
APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING:
)%' ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL
ENGINEER OR CIVIL ENGINEER
ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
NIA SUBMITTED
❑ 7 . Complete Legal Description
❑ ❑ 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).
Four (4) sets of working drawings (five(5) sets for structural work), which include :
❑ ❑ Site Plan finch irling cring rip? h . I I o ne( ;; )
1. North arrow and scale
2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements
3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions
4. Location of driveways, parking, loading & service areas
5. Recycle collection location and area calculations (change of use only)
6. Location and screening of outdoor storage (change of use only)
7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's
boundaries
8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use
only)
9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, Z
identify by size and species which are to be removed and saved
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use F- W
only) tQr 2
11. Location and gross floor area of existing structure with dimensions and setback J U
12. Lowest finished floor elevation (if in flood control zone) U O
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form 1-1-9). co W
=
[71 Floor plan: show location of tenant space with proposed use of each room labeled W
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❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of w • 0
any hazardous materials; dimensions of proposed tenant space.
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❑ ❑ Vicinity Map showing location of site U_ d
❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack Z
l ayout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of F- O
rack. Structural calculations are required for rack storage eight feet and over. z t—
❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished 2
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❑ ❑ Construction details O
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1 7 ❑ w Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water w
U
supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed u.. I::
sprinkler system design criteria as identified by the Fire Department. .. Z
❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. H
O
❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Z
❑ ❑ 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 Public
Health is located at 999 Third Avenue, Suite 700, 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 ".
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
11/30/00
ctper"dG doc
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF
PERJURY B,Y THE LOWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
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ft APlSMI ; T t it, mber ftu.1010:37 . •18 .75 08/09.101 ' 14.:.31
Pa vmcn't Method.a C.HEC:t.. NNo,'t4t lit/ l2AQ :Gft0IJP :N4C Ini.t :. Shy
P ►. .i; No Doi 2;3.5 'f vp : DEYP IUl::: DEV f PEIttIiIT
Patrc 0.:1' 6.e .3 r X3:04 - . Ad'dr a s.: i;f3... 70 SEG LE f'Af2K . D.R • li
T.a•t, '1 Fees ": 303 «•5 6
Tfnis tyme ]£fa.; "/, •• t al. A,LL" Pmts: 303. y6
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Balancer.. .Ou
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0000/3 .HUX1.,DINN.G..:''',N014REa - .181.25
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.B11:[L11ING •SI CHiaRG 4.50
: 1S07 08 /io 9710 TOTAL
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t wr'LAA WA Reap i" rated :` ' 07/31 1.G TRANSMIT .
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?4 otOpd CHECK F10-t Lion: CDNRAU GROUP INC` _ :fait: SKS
P r^m� t�oa UQ1 23 TUpe UEVPERM • DEVELOPMENT PERMIT
Parcel ; :; a - 9 i t
s: 1 REGALE PARK UR.8
Tata l Fe N 303, .
ymer t ii7, i Tcrtal ALL .Prate: 117 ..81
Bialanc 18t.3.71.5
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PLAN, :: CFIECK IIONRES 117.81:
•
GAL DESCRIPTION:
EXHIBIT "A"
BUILDING SITE
That portion of the Southwest Quarter of the Northeast Quarter of Section 35, Township 23
North, Range 4 East, W.M., in King County, Washington, described as follows:
BEGINNING at a monument at the Northeast corner of the Southwest Quarter of the
Northeast Quarter; thence South 07 °44'56" West 500.14 feet; thence North
87 °50'09" West 212.77 feet to the TRUE POINT OF BEGINNING; thence along a 14°
curve to the left whose center bears South 48 °22'43 "East, having a radius of
409.256 feet, through a central angle of 22°12'21" an arc distance of 158.61 feet;
thence South 19°24'56" West 101.32 feet to the Northwest corner of Parcel 731, as
recorded under King County Auditor's File No. 7512040188; thence continuing South
19 °24'56" West 59.97 feet to a point of curve; thence along a curve to the left
having a radius of 477.47 feet through a central angle of 11 °40'00" an arc distance
of 97.22 feet; thence South 07 °44'56" West 213.72 feet to the Southwest corner of
Parcel 731 as recorded under King County Auditor's File No. 7512040188; thence
continuing South 07 °44'56" West 48.23 feet to a point of curve; thence along a
curve to the right having a radius of 477.47 feet through a central angle of 13 °00'00"
an arc distance of 108.33 feet; thence South 20 °44'56" West 399.00 feet to the
Southwest corner of Parcel 733 as recorded under King County Auditor's File No.
7507030075; thence continuing South 20 °44'56" West 511.97 feet to the
Southwest corner of said Parcel 752; thence North 66 °31'27" West 271.02 feet to a
point of curve; thence along a curve to the right having a radius of 50.00 feet through
a central angle of 87 °16'23" an arc distance of 76.16 feet; thence North 20 °44'56"
East 791.86 feet to a point of curve; thence along a curve to the left having a radius
of 1,176.00 feet through a central angle of 13 °00'00" an arc distance of 266.83 feet;
thence North 07°44'56" East 206.34 feet to a point of curve; thence along a curve to
the right having a radius of 1,116.00 feet through a central angle of 07 °00'00" an arc
distance of 136.35 feet; thence North 14 °44'56" East 76.47 feet to a point of curve;
thence along a curve to the right having a radius of 40.00 feet through a central angle
of 77 °24'55" an arc distance of 54.05 feet; thence South 87 °50'09" East 356.66
feet to the TRUE POINT OF BEGINNING.
ciTy of TUK A
PERMIT CENTER
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CONSULTING' ENGINEERS /CIVIL AND STRUCTURAL
STRUCTURAL DESIGN CALCULATIONS
RACK ANCHORAGE •
Conrad Moving •& Storage
18270 . Segale Park Drive .B •
Tukwila, WA.
•
CONRAD MOVING & STORAGE
18270 Segale Park Drive B
Tukwila, WA
July 2001 •
JOB NO. 01138
DECEIVED
CITY OF TUI(W L +.
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PERMIT i:.ENTirf;
1519 West Valley Highway North /Suite 101
Post Office Box 836 /Auburn, WA '98071
253-833-7776 Fax 253 - 939.2168
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RUPERT ENGINEERING, INC. JOB NO.: 01138
1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 30-Jul-01
PROJECT NAME: Conrad Moving 8 Storage
Rack Type A
SCOPE OF WORK:
DESIGN CRITERIA:
Determine anchorage and baseplate requirements for the storage rack
subject to seismic loading per the 1997 Uniform Building Code.
Rack design per the Manufacturer.
Concrete Slab Thickness:
Concrete Compressive Strength, fc:
Allowable Soil Bearing Pressure:
Steel Baseplates, Fy:
SEISMIC COEFFICIENTS AND VERTICAL DISTRIBUTION:
Soil Profile:
R
P =.
RACK DIMENSIONS AND LOADS:
Seismic Zone: 3
I = 1.00
Design Method (ASD or SD): ASD
Sd , therefore
4.4
1.00
Rack Type: PALLET
Rack Depth: 3.67 feet
Number of Shelf Levels: 4
Ca = 0.36
6.00 inches
4000 psi
2500 psf
36 ksi
Design Base Shear:
V = 0.205 W UBC 1630.2 (30-5)
E = p = *Eh UBC 1630.1 (30 -1)
E/1.4 = 0.146 W UBC 1612.3 (12 -9)
Distribute force per.
Fx = V * (wx * hx) / SUM (wi * hi) UBC 1630.5 (30 -15)
Shelf Heights per Sheet: 5'
Level No. Weight (wx) Height (hx)
1 3.00 k 19.00 feet
2 3.00 k 14.42 feet
3 3.00 k • 9.75 feet
4 3.00 k 6.08 feet
RUPERT ENGINEERING, INC.
1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071
CASE 1- ALL LEVELS LOADED
Level No. wx hx w x h Fx M
(k) (feet) (k -ft) (k) (k -ft)
1 3.00 19.00 57.00 0.676 12.85
2 3.00 14.42 43.26 0.513 7.40
3 3.00 9.75 29.25 0.347 3.38
4 3.00 6.08 18.24 0.216 1.32
Mot= 1.15 *SUM (M)=
Mres = SUM(W) *D /2
Madd = Mot - Mres =
CASE II - ALL LEVELS LOADED EXCEPT BOTTOM
3.00
3.00
3.00
0.00
19.00
14.42
9.75
6.08
Mot= 1.15*SUM (M)=
Mres = SUM (W)*D /2
Madd = Mot- Mres =
147.75 1.75 24.95
57.00
43.26
29.25
0.00
DOWNLOAD = (Mot + Mres) / D =
UPLIFT = Madd I D
28.70 k -ft
22.00 k ft
6.69 k -ft
DOWNLOAD = (Mot + Mres) / D = 13.83 k
UPLIFT = Madd 1 D = 1.83 k
No. wx hx w x h Fx M
(k) (feet) (k -ft) (k) (k -ft)
0.579
0.439
0.297
0.000
11.00
6.33
2.90
0.00
9.00 • 129.51 1.31 20.23
23.26 k -ft
16.50 k -ft
6.76 k -ft
10.84 k
1.84 k
JOB NO.: 01138
30 -Jut -01
RUPERT ENGINEERING, INC.
1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071
CASE III - ALL LEVELS LOADED EXCEPT BOTTOM TWO
Level No. wx M
hx wxh Fx
(k) (feet) (k -ft) (k) (k -ft)
1 3.00 19.00 57.00 0.498 9.47
2 3.00 14.42 43.26 0.378 5.45
3 0.00 9.75 0.00 0.000 0.00
4 0.00 6.08 0.00 0.000 0.00
TOTALS: 6.00 100.26 0.88 14.92
Mot = 1.15 *SUM (M) =
Mres = SUM (W)*D /2
Madd = Mot - Mres =
DOWNLOAD = (Mot + Mres) / D
UPUFT = Madd / D =
CASE IV - ALL LEVELS LOADED EXCEPT BOTTOM THREE
Level No. wx hx wxh Fx M
(k) (feet) (k -ft) (k) (k -ft)
3.00
0.00
0.Q0
0.00
19.00
14.42
9.75
6.08
TOTALS :. 3.00 57.00 0.44 8.33
Mot = 1.15 *SUM (M) =
Mres = SUM (W) * D / 2
Madd = Mot - Mres =
DOWNLOAD = (Mot + Mres) / D =
UPLIFT = Madd / D'=
57.00 0.438
0.00 0.000
0.00 0.000
0.00 0.000
17.16 k -ft
11.00 k -ft
6.16 k -ft
7.68 k
1.68 k
9.58 k -ft
5.50 k -ft
4.08 k -ft
4.11 k
1.11 k
8.33
0.00
0.00
0.00
JOB NO.: 01138
. 30-Jul-01
3/
.-
RUPERT ENGINEERING, INC.
1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071
BASEPLATE CASE•III
RACK TYPE:
MAX DOWNLOAD =
MAX UPLIFT =
COLUMN DIMENSIONS
X=
Y=
PLATE DIMENSIONS
x=
Y =
SLAB THICKNESS =
Pc =
SOIL BRG
Fy =
Ft = 3.5•SQRT(F'c)
S =
Ma =
SOIL BRG =
M=
Lmax =
SOIL Areq'd =
X slab =
Y. slab = .
SOIL A prov =
SLAB OK
BASEPLATE ANALYSIS
TRY pL wit =
S=
Fb =
MpL =
MpL = 12"fplA2
ApL =(X)•(Y +21e)
le max =
a prov. =
b prov. .=
a eff. =
b eff. =
ApL eff.
fp = P/A =
MpL =
treq'd
PALLET
4.50 inches
3.00 inches
5.00 inches
8.00 inches
6.0 inches
4000 psi
2500 psf
36 ksi
221.36 psi
72.00 in ^3
1328.16 lb-in •
3333.33 psf
12(SOIL)L ^2
10.71 inches
4.15 feet^2
26.42
28.61
5.25 feet
0.375 inches
0.023 in ^3
36 ksi
0.844 k-in
2.095 inches
0.250 inches
2.500 inches
0.250 inches
2.095 inches
35.946 inches^2
0.385 ksi
0.844 k-in
0.378 inches .
`r.' .4 s o 2_o >
6fL c v PeAckty,
,,c !" ( 3- 1 4, 4:1
6 /Z1 41.0 03
( u
► Power ^ sD
Li u g
c std n )
JOB NO.: 01138
30 -Jul .01
4/
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RUPERT ENGINEERING, INC.
1519 W. Valley Highway N. Ste. 101
P.O. Box 836
AUBURN, WASHINGTON 98071
TEL (206) 833-7776
FAX (206) 939-2168
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RUPERT ENGINEERING, INC.
1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071
PROJECT NAME: Conrad Moving & Storage
Rack Type B
SCOPE OF WORK:
DESIGN CRITERIA:
Concrete Slab Thickness:
Concrete Compressive Strength, fc:
Allowable Soil Bearing Pressure:
Steel Baseplates, Fy:
SEISMIC COEFFICIENTS AND VERTICAL DISTRIBUTION:
RACK DIMENSIONS AND LOADS:
Rack Type: PALLET
Rack Depth: 3.67 feet
Number of Shelf Levels: 5
Determine anchorage and baseplate requirements for the storage rack
subject to seismic loading per the 1997 Uniform Building Code.
Rack design per the Manufacturer.
Seismic Zone: 3
1= 1.00
Design Method (ASD or SD): ASD
6.00 inches
4000 psi
2500 psf
36 ksi
Soil Profile: Sd , therefore Ca = 0.36
R= 4.4
P= 1.00
Design Base Shear:
V = 0.205 W UBC 1630.2 (30 -5)
E = p = *Eh UBC 1630.1 (30 -1)
E/1.4 = 0.146 W UBC 1612.3 (12 -9)
Distribute force per:
Fx = V " (wx " hx) / SUM (wi " hi) UBC 1630.5 (30 -15)
Shelf Heights per Sheet ti
Level No. Weight (wx) Height (hx)
1 2.20 k 19.00 feet
2 2.20 k 16.00 feet
3 2.20 k 12.50 feet
4 2.20 k 8.92 feet
5 2.20 k 5.25 feet
JOB NO.: 01138
30 -Jul -01
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RUPERT ENGINEERING, INC.
1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071
CASE I - ALL LEVELS LOADED
Level No. wx hx w x h Fx M
(k) (feet) (k -ft) (k) (k -ft)
1 2.20 19.00 41.80 0.495 9.41
2 2.20 16.00 35.20 0.417 6.67
3 2.20 12.50 27.50 0.326 4.07
4 2.20 8.92 19.62 0.232 2.07
5 2.20 5.25 11.55 0.137 0.72
CASE II - ALL LEVELS LOADED EXCEPT BOTTOM
Level No. • wx hx w x h Fx M
(k) (feet) (k -ft) (k) (k ft)
1 2.20 19.00 41.80 0.433 8.23
2 2.20 16.00 35.20 0.365 5.83
3 2.20 12.50 27.50 0.285 3.56
4 2.20 8.92 19.62 0.203 1.81
5 0.00 5.25 0.00 0.000 0.00
TOTALS: 8.80
11.00 135.67 1.61 22.94
Mot =1.15 *SUM (M)=
Mres ='SUM (W) * D / 2
Madd =Mot - Mres=
DOWNLOAD = (Mot + Mres)1 D = 12.70 k
UPLIFT = Madd / D = 1.70 k
Mot =1.15 * SUM (M) =
Mres = SUM (W)*D / 2
Madd = Mot - Mres =
DOWNLOAD = (Mot + Mres) / D
UPLIFT = Madd / D =
26.38 k -ft
20..17 k -ft
6.22 k -ft
124.12 1.29 19.43
22.35 k -ft
16.13 k -ft
6.21 k -ft
10.49 k
1.69 k
JOB NO.: 01138
30-Jul-01
RUPERT ENGINEERING, INC. JOB NO.: 01138
1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 30-Jul-01
CASE III - ALL LEVELS LOADED EXCEPT BOTTOM TWO
Level No. wx hx w x h Fx M
(k) (feet) (k-ft) (k) (k-ft)
2.20
2.20
2.20
0.00
0.00
19.00
16.00
12.50
8.92
5.25
Mot = 1.15 "SUM (M)=
Mres = SUM (W)* D / 2
Madd = Mot - Mres =
2.20
2.20
0.00
0.00
0.00
19.00
16.00
12.50
8.92
5.25
Mot = 1.15 *SUM (M)_
Mres = SUM (W) • D / 2
Madd = Mot - Mres =
41.80
35.20
27.50
0.00
0.00
DOWNLOAD = (Mot + Mres) / D =
UPLIFT = Madd / D =
DOWNLOAD = (Mot + Mres) I D =
UPLIFT =Madd /D'
0.386
0.325
0.254
0.000
0.000
7.33
5.20
3.17
0.00
0.00
104.50 0.96 15.70
41.80
35.20
0.00
0.00
0.00
18.05 k -ft
12.10 k -ft
5.95 k ft
8.22 k
1.62•.k •
CASE IV - ALL LEVELS LOADED EXCEPT BOTTOM THREE
Level No. wx hx w x h Fx M
(k) (feet) (k -ft) (k) (k-ft)
0.349
0.294
0.000
0.000
0.000
13.03 k -ft
8.07 k -ft
4.97 k -ft
5.75 k
1.35 k
6.63
4.70
0.00
0.00
0.00
77.00 0.64 11.33
8/
TOTALS: 2.20
RUPERT ENGINEERING, INC. JOB NO.: 01138
1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 30-Jul-01
CASE V - ALL LEVELS LOADED EXCEPT BOTTOM FOUR
Level No. wx hx w x h Fx M
(k) (feet) (k ft) (k) (k -ft)
2.20
0.00
0.00
0.00
0.00
19.00
16.00
12.50
8.92
5.25
Mot= 1.15 *SUM (M) =
Mres = SUM (W) * D / 2
Madd = Mot - Mres=
DOWNLOAD = (Mot + Mres) /D =
UPUFT = Madd 1 D =
41.80 0.321
0.00 0.000
0.00 0.000
0.00 0.000
0.00 0.000
41.80 .. 0.32 6.11
7.02 k -ft
4.03 k -ft
2.99 k -ft
3.02 k
0.82 k
6.11
0.00
0.00
0.00
0.00
RUPERT ENGINEERING, INC.
1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071
BASEPLATE CASE III
RACK TYPE:
MAX DOWNLOAD =
MAX UPLIFT =
COLUMN DIMENSIONS
X=
Y=
PLATE DIMENSIONS
x=
Y
SLAB THICKNESS =
Pc =
SOIL BRG =
Fy =
Ft 3.5 *SQRT(F'c)
S=
Ma =
SOIL BRG =
M=
Lmax =
SOIL Areq'd =
X slab =
Y slab =
SOIL A prov =
SLAB OK
BASEPLATE ANALYSIS
TRYpLw /t=
S
Fb =
MpL =
MpL = 121p1A2
ApL =(X) «(Y +21e)
le max =
a prov.
b prov. =
a eff. =
b eff. =
ApL eff. =
fp = P/A =
MpL
t req'd =
PALLET
20
1.70 k
4.50 inches
3.00 inches
5.00 inches
8.00 inches
6.0 inches
4000 psi
2500 psf
36 ksi
221.36 psi
72.00 in ^3
1328.16 lb-in
3333.33. psf
12(SOiL)L ^2
10.71 inches
3.81 feet ^2
26.42
28.88
5.30 feet^2
0.375 inches
0.023 in ^3
36 ksi
0.844 k-in
2.225 inches
0.250 inches
2.500 inches
0.250 inches
2.225 inches
37.253 inches ^2
0.341 ksi
0.844 k-in
0.375 inches
JOB NO.: 01138
30 -Jul -01
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RUPERT ENGINEERING, INC.
1519 W. Valley Highway N. Ste. 101
P.O. Box 836
AUBURN, WASHINGTON 98071
TEL (206) 8334776
FAX (206) 939.2168
7 9
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CONSULTING ENGINEERS/CML AND STRUCTURAL
1519 West Valley Highway North/Sulte 101/Aubum, WA 98001
Post Office Box 836/Auburn,WA 98071
253-833-7776 Fax 253-939-2168
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CALCULATED BY DP--r DATE C: L. O 1
CHECKED BY DATE
SCALE
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DO NOT SCALE DRAWINGS.
01312 PROJECT COORDINATION
01412 BUILDING CODES
STRUCTURAL NOTES
00700 GENERAL CONDITIONS
All materials and construction shall conform to the drawings, these notes, and any
specifications for this project.
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All information shown on the drawings relative to existing conditions is given as the N
best present knowledge, but without guarantee of accuracy. Where actual conditions ▪ w
conflict with the drawings they shall be reported to the Engineer so that the proper
revisions may be made. Construction modifications shall not be made without written o
approval of the Engineer.
U in
, off' .
During the construction period, the Contractor shall be responsible for the safety of the
construction project, including all excavation procedures. The Contractor shall provide
adequate lagging, shoring, bracing, guys and protection of adjacent property,
structures, streets, and utilities in accordance with all national, state, and local safety
ordinances.
Install permanent plaques of not iess than 50 square inches in area in one or more
conspicuous locations showing the maximum permissible loading per UBC Section
2222.5.
DIVISION 1 - GENERAL REQUIREMENTS
The Contractor is responsible for coordinating the work of all trades and shall check all
dimensions. The Contractor shall ensure that subcontractors and fabricators receive
all applicable design information including geotechnical reports, drawings, notes, and
specifications. Any discrepancies shall be called to the attention of the Engineer and
be resolved before proceeding with the work.
Uniform Building Code (UBC) 1997 Edition
Washington State Building Code
(Washington Administrative Code (WAC) Chapter 51 -30)
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01415 DESIGN LOADS AND CRITERIA
Type A Pallet Rack Loading:
Type B Pallet Rack Loading:
SEISMIC:
Seismic Zone:
Soil Profile Type:
Response Modification Factor (R):
Importance Factor (I):
DIVISION 3 - CONCRETE
3000 lb/level
2200 lb/level
Zone 3
Sd
4.4
1.0
FOUNDATION:
Allowable Soil Bearing Capacity (DL+LL): 2,500 PSF
03153 WEDGE ANCHORS
Wedge anchors in concrete shall be one of the following:
ICBO Report
Power Stud (Rawl Stud) Wedge Anchors ER-5225
Substitution of another product requires approval of the Engineer.
Install anchors per the ICBO Report and the manufacturer's instructions. Special
inspection is required during installation WHERE NOTED ON THE DETAILS. Do not
cut or damage existing reinforcing to install anchors.
08101401 WED 17:02 FAX 13607368428
VIED 08:16 FAX 214 284 3192
CONRAD GROUP E .
LUCENT TECH
Lucent Technologies Round Cell Bonerles
Material Safety Data Sheet
This section contains the Material Safety Data S et for the Round Cel
Batteries. •
royals are
Chec\ 2"PP gal �Ot
et the Plan �,• d p
Land 'that 4 ,bn� 1 r o n e
I. understand
errors an ocri- 4 ^t� a, � ,l
at t authora?e tr�� a of con-
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dop r ides not r dln rce a rl ; ��r �.v',E.ci�,�,"
P ` r�C.a rY ,, . t�
ti= ,rt�,i'S copy OV AI L ittik
1.
c of
1
21003
I�001
08; WED 17:02 FAX 13607388428 CONRAD GROUP E . Q1004
0/1 /OP WED 08:17 FAX 214 284 3z92 LUCENT TECH 1 002
ID: 9928
Page 2 of 4
Lucent TechnnIngies Round Cell Batteries
II1. PHYSICAL PROPERTIES
Appearaneefedor, Acid electrolyte is dear with a strong amid odor.
Speed& Gravity: 1.30 Vapor Density (Alr .1): 3.4
8oliling Point: > 2197 Meng Point: - 17 7
Vapor -Pe re: >20 mm fig at•77'P Solubility In Water: Soluble
Evaporation Rata: c 1 pH: c 1
% Volatiles by Volume: N/A
'4 Volatile Organic do Carbon: N/A ,
Iv. BEAM HAZARD SUMMARY
Primary Routes of Exposure
Oral: Skis: X Eye. X
Inhalatio X
Effects of Overexposure:
The electrolyte is corrosive to skin, eyes„ aid mucous membranes. Repeated or prolonged inhalation
of mists an cause inftaubnatiaa of Mg upper respiratory tract and chronic bronchitis~ pulmonary
edema and death may occur from swat tatposiues.
Early symptoms of lead intoxication include* pcaistmt metallic taste, vomiting. diarrhea or
constipation, and severe abdominal pain. Continued crposures may result in muscle weakness and
fatigue, nave symem damage; paralysis, liver and kidney damage, amnia, anorexia, and adverse
improduaive and developmental effects
Listed as a Carcinogen or Potential Ceram' oges By the Pollowlag Agencies?
r4TP: No 'ARC Yes OSHA: No
Toxicity Study lafarmadon: •
Only select Registry of Toxic Effects orCAeaica1 Substances (RTECS) data are presented here.
Consult latex issue for more intern:twioa
Sulfuric acid: The International Agency for Research on Cancer (1ARC) has classified "strong
incegraic acid gals' containing sulfuricacid" as a Category 1 carcinogen, a substance that is
arcinogenic to humans. This classification does not apply to liquid fortes of sulfuric acid contained
within a battery_ The inorganic add mitt is not generated under normal use of this product. Misuse
attic product such as overcharging, may result in the gateration of sulfuric acid mist.
Lead -TCug 10 ug/m human, inhalation; TDi,o: 4S0 mg/kg/yr. human, oral. Reported to cause
chromosomal aberrations is human and animal cells. Causes reproductive and developmental effects
in experimental animals.
AD:ceding to the intematioaal Agency fa Research on Cancer (1ARC) Monograph Supplement
(1987), there is inadequate evidence for the tart mogenicity of lead in humans. Lead and inorganic
lead compounds area classified as group 2B carcinogens by !ARC OSHA regulated (?9 CFTC
1910.1025).
Lad sulfate-133w: 2 g/kg, do& oral; LDS: 30 erg, guinea pig. oral. Positive sister chromatid
=thaw assays is human and animal Dells.
The laid and lad ml ate contained in this product pose a minimal hazard because they are enclosed.
A lead hazard may result during recycling g oc if battery is discarded improperly.
Issue 3 December 1999 Material Safety Data Sheet 10 - 3
Lewd -TCr 10 u* QQ, buxom, iobalatiao;Ma 4S0 maltgIyr, human, oral. Reported to Buse
chromosomal aberrations in burnous and animal cells, Cam reproductive and developmental effects
io sxpaimattat animals-
Mantling to the Irate mdooal Agtatcy for Research co Cancer (IARC) Meno Su pplement
(1987), there is inadequate evidestoa for the carcinogenicity of lead in humans. Lead and inorgnie
lad oompouods ate classified as group 2B arcinogons by IARC, OSHA regulated (29 C R
1910.1023).
Lead sulfte►LDuv 2 Wirg, dog, oral; LD o 30 erg, guinea pig, oral. Posirive sister chromatid
eschew mays is human and animal cells
The lead and lad sulfate contained in this product nose a minimal hazard because they are enclosed.
A feed bard may taint dig recycling or if battery is diStarded improperly.
Material Safety Data Sheep 10 - 3
ACTIVITY NUMBER:
D01 - 235 DATE: 7 -31 -01
PROJECT NAME: CONRAD MOVING & STORAGE
SITE ADDRESS: 18270 SEGALE PARK DRIVE B
XX Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit. Is Issued
DEPARTMENTS:
Building Division
0
Ppb(i
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
TUES /THURS ROUTI G:
Please Route Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
Approved ri Approved with Conditions
REVIEWER'S INITIALS:
CORRECTION DETERMINATION: DUE DATE
Approved Approved with Conditions ri Not Approved (attach comments) ri
REVIEWER'S INITIALS: DATE:
\PRROUTE.DOC
5/99
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
Fir Prevention
Structural
Incomplete n Not Applicable n
n
Planning Division
n ►ti& e- 2 -
Permit Coordinator
DUE DATE: 8-02-01
No further Review Required
n
DATE:
DUE DATE 8 -30 -01
Not Approved (attach comments)
DATE:
ACTIVITY NUMBER: D01 - 235 DATE: 7 - -
PROJECT NAME: CONRAD MOVING & STORAGE
SITE ADDRESS: 18270 SEGALE PARK DRIVE B
XX Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
Complete
Please Route
Approved
PRROUTE.DOC
5/99
PLAN REVIEW /ROUTING SLIP
Fire Prevention
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Incomplete n
Comments:
TUES /THURS ROUTING:
REVIEWER'S INITIALS:
REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
Structural Rev Required
APPROVALS OR CORRECTIONS: (ten days)
Approved n Approved with i9 . dk)ons
REVIEWER'S INITIALS:
Planning Division
Permit Coordinator
DUE DATE: 8-02-01
Not Applicable
No further Review Required
DATE: g-Z - ?co
DUE DATE 8 -30 -01
Not Approved (attach comments)
DATE: 8 "Z - ZOO
Approved with Conditions n Not Approved (attach comments)
DUE DATE
DATE:
+a., 4i fW;wa24ia.jaii4fsi l;R++ wok£ ui: I n ":£ra�:i� 4:11'04444i:3k i`' 9
PERMIT NO.: - PO I - 235
BUILDING PERMITS
INSPECTIONS
❑ 00001 Progress Inspection Status
❑ 00002 Pre - construction
❑ 00003 Investigation
❑ 00004 OK to Occupy
❑ 00005 Remove Stop Work Order
❑ 00006 Follow -up
❑ 00007 Pre -Move Inspection
❑ 00050 WSEC Residential
❑ 00060 WA Ventilation/Indoor AQC
❑ 00070 NLEA Inspection/Modular Struct
❑ 00071 Mobile Home Tie Down Insp
❑ 00072 Marriage Lines
❑ 00090 Resteel
❑ 00095 Footing Drains
❑ 00100 Foundation Footings
❑ 00200 Foundation Walls
❑ 00250 Foundation Insulation
❑ 00300 Concrete Slab /Slab Insulation
❑ 00350 Crawl Space
❑ 00400 Shear Wall Nailing
❑ 00450 Plywood Wall Sheathing
❑ 00500 Roof Sheathing Nailing
❑ 00525 Plywood Deck Nailing
❑ 00550 Exterior Wall Sheathing
❑ 00600 Masonry Chimney
❑ 00610 Chimney Installation/All Types
❑ 00700 Framing
❑ 00750 Roof /Ceiling Insulation
❑ 00800 Floor Insulation
❑ 00801 Wall lnsulation
❑ 00802 Exterior Roof Insulation
❑ 00803 Glazing Inspection
❑ 00815 Lighting and Controls
❑ 00900 Suspended Ceiling
❑ 01000 Interior Wallboard Fastening
❑ 01001 Exterior Wallboard Fastening
❑ 01110 Pre -Move Inspection
❑ 01115 Motor Inspection
❑ 01120 Pre -Demo
❑ OI140 Pre - reroof
❑ 01400 Final -Fire
[, 01700 Final- Building
❑ 01900 Final - Reroof
❑ 03100 Site Visit
❑ 04000 Special- Concrete
❑ 04001 Special -Bolts in Concrete
❑ 04001 Special - Mom/Resist Conc Frame
❑ 04003 Special -Reinf Steel Prestress
❑ 04004 Special- Welding
❑ 04005 Special- High - Strength Bolting
❑ 04006 Special- Structural Masonry
❑ 04007 Special -Reinf Gypsum Concrete
❑ 04008 Special - Insulating Conc Fill
❑ 04009 Special -Spray Fireproofing
❑ 04010 Special- Piling, Piers, Caissons
❑ 04011 Special - Shotcrete
❑ 0401 Special - Grading, Excav/Fill
❑ 04013 Special- Retaining Wall
❑ 04014 Special -Panels
❑ 04015 Special -Smoke Control System
TENANT NAME: CO VAI t4 v
� O c
J
CONDITIONS
[0001 No changes to plans unless approved by Bldg Div
❑ 0010 Special inspection required, notify Bldg Div
❑ 0011 Special inspector shall submit final signed report
❑ 0012 New ceiling grid & light fixture shall meet lateral
bracing
❑ 0013 Partition walls attached to ceiling grid
❑ 0014 Readily accessible access to roof mounted equipment
❑ 0015 Engineered truss drawings & calcs shall be on site
❑ 0016 Exposed insulation backing material
❑ 0017 Subgrade preparation including drainage, excavation
❑ 0018 Statement from roofing contractor verifying fire
retardant class of roof
0019 All construction to be done in conformance w /approved
plans
❑ "No work shall be done in addition to those modifications..."
❑ 0002 Plumbing permits shall be obtained through King Co
❑ 0020 Structural observation shall be provided for this project
❑ 0021 All food preparation establishments must have King Co
❑ 0022 Fire retardant treated wood shall have flame spread of
❑ 0023 Notify Building Division prior to placing any concrete
❑ 0024 All spray applied fireproofing shall be special inspected
❑ 0025 All wood to remain in placed concrete shall be treated
0026 All structural masonry shall be special inspected
r 002 Validity of Permit
❑ 0028 Rack storage requires separate permit
❑ 0003 Electrical permits obtained through L & I
❑ 0030 No occupancy of building until final insp by Bldg Div
❑ 0032 Remove all weeds, concrete, stone foundations, flat
concrete
❑ 0036 Manufacturers installation instructions required on site
❑ "BTU maximum allowed per 1997 WA State Energy Code"
❑ 0035 Contact PW Div to obtain insp for water /sewer connect
❑ 0038
❑ 0039
❑ 0004
❑ 0040
❑ i0041
2' 0005
❑ 0006
A C of O will be required for this permit
Final approval for all TI w /in the limits of the SC Mall
All mechanical work shall be under separate permit
All construction noise to be in compliance with 8.2 TMC
Ventilation is required for all new rooms & spaces
All permits, insp records & approved plans available
All structural concrete shall be special inspected
❑ "Applicant shall obtain a separate plumbing permit from King Co"
❑ "Anchoring — All new construct and substantial improvement shall be
anchored to prevent flotation"
❑ 0007 All structural welding shall be done by WABO certified
inspector
❑ 0008 All high - strength bolting shall be special inspected
❑ 0009 Bolts installed in concrete shall be special inspected
❑ 003 1 Comply with requirements of TMC 16.04
❑ 0034 Removal of septic tanks require approval and
compliance with King Co Health Dept.
❑ "Obtain required inspections from appropriate water & sewer
districts"
❑ "Fuel burning appliances
❑ "Appliances, which generate...."
❑ "Water heater shall be anchored...."
❑ " Reroot"
Plan Reviewer:
Permit Tech:
Date: "2 - 2 0 n
Date:
0.c ∎ a44 £vk4ii3 a su
Y,tLif:5l;r". a : <iNoV .M {tie: irr °:t,:! . . - A :=1,;(z
ri
CTIVITY NUMBER: D01 -235
PROJECT NAME: CONRAD MOVING & STORAGE
SITE ADDRESS: 18270 SEGALE PARK DRIVE B
XX Original Plan Submittal
Response to Correction Letter #
DATE: 7 -31 -01
Response to Incomplete Letter #
Revision # After Permit is Issued
DEPARTMENTS:
Building Division
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
TUES /THURS ROUTING:
Please Route
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
Approved n Approved with Conditions
REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
Approved Approved with Conditions n
\PRROUTE.DOC
5/99
n
n
PLAN REVIEW /ROUTING SLIP
Fire Prevention
Structural
Incomplete
Structural Review Required
REVIEWER'S INITIALS:
Planning Division
Permit Coordinator
DUE DATE: 8-02-01
Not Applicable n
No further Review Required
DATE:
DUE DATE 8 -30 -01
Not Approved (attach comments)
DATE: q> �6 /
Fl
n
1 1
DUE DATE
Not Approved (attach comments) n
DATE:
'1 ;o-k[L'3 „xR
ACTIVITY NUMBER: D01 -235 DATE: 7 -31 -01
PROJECT NAME: CONRAD MOVING & STORAGE
SITE ADDRESS: 18270 SEGALE PARK DRIVE B
XX Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8-02-01
Complete
Comments:
TUES /THURS ROUTING:
Please Route ri Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
Approved
n
PLAN REVIEW /ROUTING SLIP
Fire Prevention
Structural
Approved with Conditions Not Approved (attach comments) n
REVIEWER'S INITIALS: DATE:
CORRECTION DETERMINATION:
Approved n Approved with Conditions
REVIEWER'S INITIALS:
\PRROUTE.DOC
5/99
n Planning Division
Permit Coordinator
Incomplete n Not Applicable
DATE: —
No further Review Required
DUE DATE 8 -30 -01
n
DUE DATE
Not Approved (attach comments)
DATE:
i; nNU(wYo4iY:i.
`i. :;; i4l,a - At∎ 4 4153.7 Y;)
DEPARTMENTS:
Building Division
Public Works
Complete n
Comments:
Approved
\PRROUTE,DOC
5/99
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D01 - 235 DATE: 7 -31 -01
PROJECT NAME: CONRAD MOVING & STORAGE
SITE ADDRESS: 18270 SEGALE PARK DRIVE B
XX Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Is Issued.
Fire Prevention
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Incomplete
APPROVALS OR CORRECTIONS: (ten days)
Planning Division
n Permit Coordinator
DUE DATE: 8-02 -01
TUES /THURS ROUTING:
Please Route n Structural Review Required No further Review Required
REVIEWER'S INITIALS: DATE: 0 Y 62 'O 1
Not Applicable n
DUE DATE 8 -30 -01
Approved with Conditions n Not Approved (attach comments) n
REVIEWER'S INITIALS: DATE:
DUE DATE
CORRECTION DETERMINATION:
Approved ri Approved with Conditions ri Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION
ti�
STATE OF WASHINGTON
COUNTY OF KING
AFFCONT 1/13/00
CITY OF 7 ;CWILA
Permit Center
6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188
Telephone: (206) 431 -3670
C 44[fl_f &k/G- ? ,6 61 -0 , states as follows:
1 I have made application for a building permit from the City of Tukwila, Washington.
2. I understand that state law requires that all building construction contractors be registered with the
State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the
Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have
read or am familiar with RCW 18.27.090.
I understand that prior to issuance of a building permit for work which is to be done by any
contractor, the City of Tukwila must verify either that the contractor is registered by the State of
Washington, or that one of the exemptions stated under RCW 18.27.090 applies.
4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby
attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I
consider the work authorized under this building permit to be exempt under No. , and
will therefore not be performed by a registered contractor.
I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to
engage an unregistered contractor to perform construction work.
ss.
(, Afg- tQ /flDV4nfG +, - 0p_ogs
APPLICANT
Signed and sworn to before me this
qi day of A u9usi , 20 61 .
(.(•&c.e. (2. /J
NOTARY PUBLIC in and ror the State of Washington,
residing at Ki n9
Name as commissioned:
My commission expires:
Alice A. Deasy
(� - U -DLJ
H -4
L6,
County.
)Pi., 5`.,!!?::.. kni'(- i' Sl. *k +�L`
'v' Nei',' 4 !`.iidn:t42:.tt >M;i';rr�uaa..C. rw�sz a
s3A�.*:vsR':i
18.27.090 Exemptions. This chapter shRiI not apply to:
1. An authorized representative of the United States
Government, the State of Washington, or any
incorporated city, town, county, township, irrigation
district, reclamation district, or other municipal or
political corporation or subdivision of this state;
2. Officers of a court when they are acting within the
scope of their office;
3. Public utilities operating under the regulations of the
utilities and transportation commission in
construction, maintenance, or development work
incidental to their own business;
4. Any construction, repair, or operation incidental to the
discovering or producing of petroleum or gas, or the
drilling, testing, abandoning, or other operation of any
petroleum or gas well or any surface or underground
mine or mineral deposit when performed by an owner
or lessee;
5. The sale or installation of any finished products,
materials, or articles of merchandise which are not
actually fabricated into and do not become a
permanent fixed part of a structure;
6. Any construction, alteration, improvement, or repair
of personal property, except this chapter shall apply
to all mobile /manufactured housing. A
mobile /manufactured home may be installed, set up,
or repaired by the registered or legal owner, by a
contractor licensed under this chapter, or by a
mobile /manufactured home retail dealer or
manufacturer licensed under chapter 46.70 RCW;
7. Any construction, alteration, improvement, or repair
carried on within the limits and boundaries of any site
or reservation under the legal jurisdiction of the
federal government;
8. Any person who only furnished materials, supplies, or
equipment without fabricating them into, or
consuming them in the performance of, the work of
the contractor;
9. Any work or operation on one undertaking or project
by one or more contracts, the aggregate contract
price of which for labor and materials and all other
items is less than $500, such work, or operations
being considered as of a casual, minor, or
inconsequential nature. The exemption prescribed in
this subsection does not apply in any instance
wherein the work or construction is only a part of a
larger or major operation, whether undertaken by the
same or a different contractor, or in which a division
AFFCONT 1/13/00
of the operation is made into contracts of amounts
less than $500 for the purpose of evasion of this
chapter or otherwise. The exemption prescribed in
this subsection does not apply to a person who
advertises or puts out any sign or card or other
device which might indicate to the public that he is a
contractor, or that he is qualified to engage in the
business of contractor;
10. Any construction or operation incidental to the
construction and repair of irrigation and drainage
ditches of regularly constituted irrigation districts or
reclamation districts; or to farming, dairying,
agriculture, viticulture, horticulture, or stock or poultry
raising; or to clearing or other work upon land in rural
districts for fire prevention purposes; except when
any of the above work is performed by a registered
contractor;
11. An owner who contracts for a project with a
registered contractor;
12. Any person working on his own property, whether
occupied by him or not, and any person working on
his residence, whether owned by him or not but this
exemption shall not apply to any person otherwise
covered by this chapter who constructs an
improvement on his own property with the intention
and for the purpose of selling the improved property;
13. Owners of commercial properties who use their own
employees to do maintenance, repair, and alteration
work in or upon their own properties;
14. A licensed architect or civil or professional engineer
acting solely in his professional capacity, an
electrician licensed under the laws of the state of
Washington, or a plumber licensed under the laws of
the state of Washington while operating within the
boundaries of such political subdivision. The
exemption provided in this subsection is applicable
only when the licensee is operating within the scope
of his license;
15. Any person who engages in the activities herein
regulated as an employee of a registered contractor
with wages as his sole compensation;
16. Contractors on highway projects who have been
prequalified as required by chapter 13 of the Laws of
1961, RCW 47.28.070 with the department of
transportation to perform highway construction,
reconstruction, or maintenance work.
S�x�vt!ina9,, a�
January 8, 2002
Lance Klase
18270 Segale park Drive "B"
Tukwila, WA 98188
RE: Permit Application No. D01 -235
18270 Segale Park Drive "B"
Dear Permit Holder:
City of Tukwila
Department of Community Development Steve Lancaster, Director
In reviewing our current records the above noted permit has not received a final inspection by the City
of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every
permit issued by the Building Official under the provisions of this code shall expire by limitation and
become null and void if the building or work authorized by such permit is not commenced within 180
days from the date of such permit, or if the building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
Based on the above, you are hereby advised to:
• CaII the City Of Tukwila Permit Center at (206) 431 -3670 to schedule a
progress / final inspection
A progress inspection is intended to determine if substantial work has been accomplished since
issuance of the permit or last inspection; or if the project should be considered abandoned.
If such determination is made, the Building Code does allow the Building Official to approve a one -time
extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons
why circumstances beyond the applicants control have prevented action from being taken.
In the event you do not call for the above inspection or request and receive an extension prior to
February 5, 2002, your permit will become null and void and any further work on the project will require
a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Stefania Spencer
Permit Technician
Xc: Permit File No. D01 -235
Duane Griffin, Building Official
Steven M. Mullet, Mayor
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Plzone: 206 -431 -3670 • Fax: 206 -431 -3665
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City of Tukwila
Department of Community Development - Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
(206)431 -3670
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted
through the mail, fax, etc.
Date: g O
O Response to Incomplete Letter #
O Response to Correction Letter #
Er Revision # _ after Permit is Issued
O YY`o \ 1 ) v.)
Project Name:
Project Address:
Contact Person:
Plan Check/Permit Number: DO ( 35
l
Phone Num ber: ,., -
Summary of Revision: �J
Sheet Number(s):
"Cloud" or highlight all areas of revision including date o r ision
Received at the City of Tukwila Permit Center by:
O Entered in Sierra on
08/30/00
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FILE. C0F
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RECEIVED •
OIiY OF TUKWI
AUG 3 1 2001
PERMIT CENTER
undersi nd that t Ptah ^hack a prr4Vats are
rlror Ci;i! thmi2 'i: �.i'.re' '•,:'+:�<��.IMS
::ems 'v:G:� L•
l.a.. _ oe n3t c:y :S
t'
• 'i .of ` . y . 7
....... Vi i.` ...
! v .
2,068 SF
8 ._ O '
•
1
1
4
•
9 DOCK DOORS WITH 7 LEVELERS'
0/30a9/
4To C
p
• 1,454 SF
•
x Mezzanine
NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN
THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.
eed Current Contractor Registration Card:
Need to Enter Contractor Information in Sierra:
: {fib ti fEecl Contact Person
r!jOM f.Q�
A2O J,W mitgiu
ti i��Ct k; ufN.:s4V �.r.w+,
PART "B" FLOOR PLAN
SCALE: 1 /16 "= 1' -0"
A
I
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1 J��
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FEB 12 2002
DO1 -235
RECEIVED
CITY OF TUKWILA
AG 3 1 2001
PERMIT CENTER
SEGALE
BUSINESS PAR.
TUKWI A, WASHINGTON Coo srs
1IIE PART ° B ° FLOOR PLAN
BLD #763
�� RJ
0.012 sn
PROEM 10.1190 #'6:.
MAW 4/:
eac w>E
per^ 1/16 " =1' °Ai /3/92
00000.0 MAWR
A3
{1trrfitr Ie5(q "
31(8" FaTP�RTs
10' u'
PART "B" FLOOR PLAN
SCALE: 1 /16 "= 1' – O"
_1--a —1 k—aa' —i F--da� - 4
0 '0' '0 e 4}' 4a' 4a' 47
EXPIRED
FEb L OZ
O
co
nears :and that the .an Check approvals are
errors a ,T Yicns and app n:al of
dc=5 of any
, coda o. orona,ce. ce con -
''; p1a s aa:noqedged.
• °em, No
(4\ 1,
FEB 1 2 2002
EXPIRED
EXPIRED
Ln 8:i :LDlN°u° D'NIS O
PE3tPRE A NEIN PLAN SUBMITTAL
ADDTONAL PLAN REV IV P.S.
D01-235
ECEIVED
CITY R OF TUI(tYiLA
PERMIT CENTL .
� D1 - 235 -
SEGALE
BUS /NESS PAR
TKfWILA. WASNOMTO/ morw-a
Om PART '6' FLOOR PLAN
5W #763
IIIMIND Magi 9raro erwro #763
Ft ,
a ®ro NNE Oa.
m0G 1/16' =1' 0 '6/3/92
A3