HomeMy WebLinkAboutPermit D2000-369 - SAFEWORKS - PALLET RACKSSAFEWORKS, LLC
365 UPLAND DRIVE
D2000 -369
City of Tukwila . - (206) 431 -3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
DEVELOPMENT PERMIT
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES.
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Parcel No: 883650 -0070
Address: 365 UPLAND DR
Suite No:
Location:
Category: AWSE
Type: DEVPERM
Zoning: TUC
Const Type:
Gas /Elec.:
Units: 001
Setbacks: North: .0 South: .0
Water: N/A Sewer: N/A
Wetlands: Slopes: N
Contractor License
OCCUPANT
OWNER
CONTACT
CONTRACTOR
No: NORTHWH275JF
Permit Center Authorized Signature:
Signature:
Print Name:__L?'
Permit No:
Status:
Issued:
Expires:
02000 -369
ISSUED
11/29/2000
05/28/2001
Occupancy: WAREHOUSE
UBC: 1997
Fire Protection: SPRINKLERED
East: .0 West: .0
Streams:
Phone:
Phone: 425 -255 -0500
SAFEWORKS, LLC
365 UPLAND DR, TUKWILA, WA 98188
BOEING OREGON MESABI TRUST
1325 - FOURTH AVE., SEATTLE WA 98101
MIKE SORENSON
1100 SW 7 ST, RENTON, WA 98055
NORTH WEST HANDLING SYSTEMS INC
1100 S.W. 7TH STEET, RENTON, WA 98055
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Description:
INSTALLATION OF INTERLAKE PALLET RACKS.
Phone: 206 255 -0500
****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
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 Time: 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 Public: N
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
TOTAL DEVELOPMENT PERMIT FEES: $ 164.96
****************************************************** * * * * * * * * * * * * * * * * ** * * * * * * * * * * ** I
Date: I
I hereby certify that I have read and examined t 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
development permit.
Date
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: 365 UPLAND L►k
Suite:
tenant:
type: C►EV -'EPM
Parcel 4: 883650 -UU7U
t: s yr 1 1!V.4: 1 LN.
Status: ISSUED
App Tied: 11/1612000
issued: 11129/20110
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Permit Conditions:
1 * *kBLIILDING DEPARTMEi'NT CONOITIONS* *k
; No changes wi i 1 be made to the plans: unless approved by the
'Engineer and the Tukwila Bui iding Ct i.vis.itn
All construction ; to . b e•= - done ' i n conforn►ance ,•w;i th. approved
.plans and ` reau.i.reinen t:s of the liniform Bu i 1 d i ng Code (1997
Edition) as amended. Uniform Mechan1ca1 Lode (1997 Edition).
and Wesh i piton ' State • .,Ever g,v Code (1997 Edition 1..
� l 1 t v of Permit„''. The issuance of a permit or approval
'Plans. suecif.icatfons. and computations: shall not be con
to .be a permit - for. or . approval` 'of. any ,violation
of any tit the pr ov.isionr of the building code or t any
.other" or dtnance of the ,iur isdiction. No permit presuming to
give .,a :uthorzi t to .violaite o'r.; cancel the prok, o'f :this`
cods sha l l :be valid.
inspect i an records, and approved plans shall
available ;,at the iob..s:ite prior tai. the_.start of any con
st.r uction. These documents ar e maintained and avail-
able unti 1;° f tna I inspect. ion apuro'val, is granted.
***F'IRE - DEPARTMEN1 ; CONDITIONS* **
The attached, .of,. plans ,have been , 'reviewed by The Fire :
Prevention Bureau.and' are acceptable with :the following
concerns
Storage mav, not be closer thaw ,36 36 i'n:cl,es i n -all directions
to `,ce:i l i n9 hung "Space or Unit" heater S. ' UFC: 1 109.2 )•.
Storacle may • not be closer than 18 inches . b'elow sprinkler
heads:', (NFPA 13, '4-2.5)
10- In double row racks with heights of storage uo to and
I nclud'i,ng 25 , , an 'average nominal 6 "' ' transverse flue space;
between l_oads"or rack: uprights; shall be maintained.
CNFPA.
Ma intain , mi.n.1muni 'b," longitudinal flue space between back to
back 'racks `,(NFPA 13)
:Where storage height exceeds 15, feet and ceiling sprinklers
:only are installed, ,fire prote:tion one of the following
methods is require;d'ford steel 'building columns located
within racks: (a) 'one. - hour f.ir,e_pr.00f ing, (b) sidewal1
sprinklers at the 15 toot elevation` "of the column. (c)
'ceiling sprinkler density mininums 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. tUFC 1204.1)
14. '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
Permit No: 1.12000- '.:(ra
20.
1.
Signature:
Print 'Name:
Gate
Prevention Bureau for further information.
15.'An'approved hose station requires plans review. (Plans
must be submitted. to the Fire Marshal for approval prior to
installation.) (City Ordinance #1901)
16. Rack' designed for high -piled storage must comply with
.section 2207 of the Uniform Building Code. Please contact
the Tukwila Building Department for details pertaining to
design and installation standards.
17.
',Refrain from blocking sprinkler coverage with shelving.
NFPA standard #13 states that any shelving or decks, in
excess of 4 feet i n ;width w i l l require installation of
sprinklers thereurOer
Ig. High-piled combustible storage is combustible materials in
closely packed piles more than 12 feet in height or
!combustible materials on pallets 'or •in racks more than 12
feet in height. For . cer taifl special- . hayarc9 commodities
such as rubber tires ' p ast 1 e . some •t l ammab i e . liquids, •
idle pallets etcl.'the.crit.i;cal pile height .may Lie as low
as 6 feet (UFC' article .2. sec 209 -H)
19 ': . Contact the ;:Jukw;1 1 a ''F1 r e Prevention Bureau to w i tneas a l l
•reau i,red Inspect tons ' and tests, .(UFC 10.503) (C i tV
Ordinance ;' #1900;: and "i 19.01>
This review . l imi ted to speculative tenant space onl v
special4:ire permits may be`necessar_v depending' - on deta`i led
descrlgtion of intended. use.
2 Any over looped hazardous condition and /or violation ut.,the
adopted Fire or,''6uild1ng Codes •does not imply approval of
such acondit'ion�-or violation
The `ralans „were reviewed by Inspector ,.511. If you have any
,quest.i'ons, please C l,l the Tukwila ,Eire Prevention Bureau
et ',(206) 57.5 -4407
I:
here earthy that I have read these conditions and will ; comply
with tb :e,tn as outlined : A1;1 -provisions of law..and ordinances governing
f ied herein or not
this wp`r i�; wi 1 1 be .�.umo1 i,ed With whether •�� „ pec.l
The, granting toff ,thi;s permit does not presume to give authority; to
• violate > �r cancel the urovisions of any other work or .focal laws
'regulat.ing construction or the per tor` 6arice of •work`.
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r.
Project Name/ Tenant:
Lev �' ! O S / L
C_.
Value of Construction:
Site Address: City State /Zip:
Tax Parce u
(ef
Property Owner:
c„,(..4,.....,.....t._
Phone:
-)0(.77 O/6 5
Street Address: City State /Zip:
Fax #v� S 5 --- ‘% d
Contractor // �
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Phone. [�
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Street Ad ress: I� G� Cit tate /Zip:
1/1) U S ‘41 ? 5 /, L/� n n 10 el ? `�lJii /(
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Fax #: L/ / 1 � r v l //
L
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Architect:
39
Phone:
Street Address: City State /Zip:
Fax #:
Engineer:
Phone:
Street Address: City State /Zip:
Fax #:
Contact Person:
/ �6 l:EA)Sc)4 AV W 1-1
Phone:
L ip - f' - aC`a a
Street Add ss: City State/Zip;
11.27 1 v rr >n - L 9eQ0. — q 3
Fax #:
et as -� -V 1 sz�
Description of work to be done:
S(u1ladiC -, r) 4 .L ( emb
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-
Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family �• arehouse ❑ Hospital
❑ Church aalanufacturing ❑ Motel /Hotel ■ Office
❑ School /College /University ❑ Other
Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family RtWarehouse ❑Hospital
❑ Church Manufacturing ❑ Motel /Hotel ❑ Office
❑ School /College /University ❑ Other
Will there be a change of use? ❑ yes IR no
If yes, extent of change: (Attach additional sheet if necessary)
Will there be rack storage? YSk yes ❑ no
Existing fire protection features: •'sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify)
Building Square Feet: i j' ( O t existing
Area of Construction: (sq. ft.) . _S� CD
Will there be storage of flammable /combustible hazardous material in the building? ❑ yes iMno
Attach list of materials and storage location on se•arate 8 1/2 X 11 •a•er indicating • uantities & Material Safet Data Sheets
Dale applic ti
acc
ted:
Date app cation xpi
Appl'
1
aken by: (initials)
CITY OF 'TUK''ILA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
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.
CTPERMIT.DOC 1/29/97
r
APPLICANT REQUEST: FOR PUBLIC WORKS SITE/CIVIL PLAN - REVIEW OF THE FOLLOWI
(Additional reviews may be determined by the Public Works Department)
Curb cut/Access /Sidewalk ❑ Flood Control Zone
❑ Channelization /Striping ❑
❑ Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds.
❑ Sanitary Side Sewer #: ❑ Sewer Main Extension
❑ Storm Drainage ❑ Street Use ❑ Water Main Extension
❑ Water Meter /Exempt #: Size(s): 0 Deduct
❑ Water Meter /Permanent # Size(s):
❑ Water Meter Temp # Size(s): Est. quantity:
❑ 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.
• LEASE SIGN BACK OF APPLICATION FORM
❑ Hauling
❑ Landscape Irrigation
O Private 0 Public
O Private 0 Public
0 Water Only
gal Schedule:
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BUILDING OWNER OR ■ - - • • ED AGENT:
Signature: .�
Date: y 1/4
G��
Fax it
Print name: `
Phone ��' c\23
Address/too S , 7` ..<7 � N 1
/
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City /State /Zip
ALL COMMERCIAUMULTI -F . MILY TENANT IMPROVEMENT/A4gRATION PERMIT APPLICATIONS
M BE SUBMITTED WITH THE FO WING:
> 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
N/A SUBMITTED
❑ 17P 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 (including existing fire hydrant location(s)
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, 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
IX 2
of use only)
11. Location and gross floor area of existing structure with dimensions and setback -J 0
12. Lowest finished floor elevation (if in flood control zone) rn ❑
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- w w
9). -J _ ►-
U) u_
❑ a Floor plan: show location of tenant space with proposed use of each room labeled w O
El El Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of 5
any hazardous materials; dimensions of proposed tenant space. L'-
u)
❑ ❑ Vicinity Map showing location of site = w Ci
�' _
❑ zi_ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack O
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of w T-
rack. Structural calculations are required for rack storage eight feet and over. g D
❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished 0 u)
❑ ❑F-
Construction details w w
El Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of i F
water supply to sprinkler vault with documentation from contractor stating supply line will meet or
LI 0
al
exceed sprinkler system design criteria as identified by the Fire Department. U w
❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. � H
❑ ❑ 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 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5)
❑ a 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
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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT.
CTPERMIT.DOC 1 /29/97
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA
COMMENTS:
Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
1-3670
required prior to approval.
Inspector: Date)
$47.00 1 SPECTION EQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection.
Receipt No:
Date:
61 4.4f i ftetri .;J -..; .'Shc + '. CA F.: e, i$t''' kA,' ifw�4.'' T 3M1t S:: iR 3t , ..'.,N.3Y . ..azS3mtii:?Yatiuu[:
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Project
Address
jt. .,,r+,•j;•p r . :X, .,.�.+ : �iY ,.r; • Ji R iv•Z t r - ': } ■ r.;,.. y , ; 777' f `
city of Tukwila
Fire Department Thomas P. Keefe, Fire Chief
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
Name +a ‹■vc S L1..C.
m\c,.. \ 3 c-
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Retain current . •inspection _ schedule
:
Needs shift inspection
Approved without correction notice
Approved with correction notice issued
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits:
)
Authorized Signature
1INALAPP.FRM Rev. 2/19/98
Permit No.
Steven M. Mullet, Mayor
Suite
Date
T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206. 575.4439
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BY *. OHANIAN
DATE 11
SUBJECT
STRUCTURAL CALCULATIONS OF "INTERLAKE"
STORAGE RACKS FOR:
SAFEWORKS
369 UPLAND DRIVE
TUKWILA, WA. 98188
PER UBC 1997 EDITION
STORAGE RACKS CAPACITY:
2000 # / LEVEL
CALCS. 1 THRU 6
DRAWINGS: RD -5231
SH. 1
RA( ) DESIGN & ENGINEERINrC0.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
RECEIVED
CITY OF TUKWILA
NOV 1 6 2000
PERMIT CENTER
SHEET NO, _......
JOB NO. RD -5231
`EXPIRES /04.2 1
BY * G. OHANIAN
DATE 1 1 -7 -00
SUBJECT ..
1 3/4"
1 2 3/4"
96"
FRONT VIEW
LOAD BEAM
2000 # / LEVEL + 25% IMPACT LOAD
1200 # / BEAM
M_ 96 "x1.2 -14.4K
8
S 134.4"K - .48<1.11
R { DESIGN & ENGINEERIJ CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
I =2.78
S =1.11
FY =50 KSI.
N
N
• p
�7
SIDE VIEW
5xWxL = .17" < 96
384xI 180
SHEET NO. 2
JOB NO. RD -5231
,.
BY ;G. OHANIAN
DATE 11-7-00
SUBJECT
SEISMIC DESIGN
LOAD PER COLUMN
p= 3x2 K
2
W =.1 +3 =3.1 K
D.L. L.L.
V_ 2.5x.36x3.1 — ,5 K
5.6
v_ 2.5x.36x3.1 .63 K
4.4
V= 2x.63 = 1.2 K
LONGIT. SEISMIC
M
f0
2.5xCaxl x w
R
.5
K
RE 'K DESIGN & ENGINEERI' CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
5 K
2000 # / LEVEL
UBC 1997 SEC. 2222
I =1
R =5.6 LONGIT. DIR. (MOM. CONN.)
R =4.4 TRANSV. DIR. (BRACED)
Ca =.36
W= D.L. +L.L.
BASE SHEAR PER COLUMN LONGITUDANAL DIRECTION
BASE SHEAR PER COLUMN TRANSVERSE DIRECTION
BASE SHEAR PER FRAME TRANSVERSE DIRECTION
7.5 -K
5 K
7.5 12 'K
12 "K
15 "K
15 "K
SHEET NO. 3
JOB NO. RD -5231
BY G. OHANIAN
DATE 11-7-00
SUBJECT
COLUMN ANALYSIS
x-
3"
t =.09"
II M
KI 63 =51.2
r 1.23
KI _ 52 =48.1
17— r y 1.08
BASE PLAT
=S =24.0 K
COMBINED STRESS RATIO
= 3.1 + 15
ax 17.3 24.0
= .80 <1.33
A =.78
I =1.19
S =.80
r =1.23
Fe> FY
2
ANCH. TENSION = 15 K —(3.1 K x3.5") — 69 K
6 "
ANCHOR SHEAR = . = .25
2
USE (2) -1/2 "0 HILTI ANCH. (ICBO #4627)
3 1/2" EMB. (NO INSPECTION REQ'D)
DESIGNED FOR 1/2 STRESS
Ri. K DESIGN & ENGINEERID CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
Fe= ( 109.1
r
P =F xA = 34.5 K
F Y= 50 KSI
i =.92
Sy =.59
r y =1
F =F (1— 4 44.3 KSI
Pn K
P a 1.9 2 = 17.9
3.1
K
i 0 V
1
10 01
10 0
0 01
7 3/4"
15
SHEET NO. 4
JOB NO. RD -5231
"K
7 3/4 "x5 "x3/8"
BASE PLATE
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BY _ G. OHANIAN
DATE 11-7-00
SUBJECT
MQMENT AT BEAM CONNECTION
"K
1JTI . = 13.5
USE 2 PIN CONNECTOR
ALL LEVELS TYP.
7/16 "0 RIVET A = .095 Fy = 79 KSI
Va .095x79x.4 = 3.0 K
1/8
7/16"0 RIVET
ASTM A354 -79
2 PIN CONNECTOR
Ma = 3.0 x1.33 = 16 K
CONN.
RE:^ DESIGN & ENGINEERIr" CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
TH'K=3/1 6"
M
SHEET NO. 5
JOB NO. RD -5231
BY ; ,,G. OHANIAN
DATE 11-7 —00
SUBJECT
TRANSVERSE SEISMIC
(OVERTURNING)
M OT 1.2 x 192 "x.5x 1.15 = 132.5 K
MR = 3.1 x44" = 136.4"
NO UPLIFT TWO 1/2"0 ANCHOR BOLTS PER BASE PLATE OK.
LOAD TO DIAGONAL
P =1.2x 58 =1.6
44
F 50
Y-
A =.31
rx =.48
Q =.74
L= 56"
CHECK SLAB
3100
K51
F = 10.6
P =3.3
CHECK WELDS
1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL)
3x.125x.707x70x.3 = 5.4 K
Rt ThK DESIGN Sc ENGINEERIP CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
5" CONCRETE SLAB
2000 PSI. CONC.
1000 PSF. SOIL
3100 =3.1
1000
-\/ 446.4 =21"
S= 12x5 = 50
6
SEC. B —B
3.1X144=446.4
o"
"#
M= (12 )
843.8 =16.8< 1.6 '/2000 =72
50
SHEET NO. 6
JOB NO. RD -5231
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ACTIVITY NUMBER: D2000 - 369
PROJECT NAME: SAFEWORKS, LLC
SITE ADDRESS: 365 UPLAND DR
XX ° Original Plan Submittal
Response to Correction Letter # Revision #
DATE: 11 -16 -2000
SUITE NO:
Response to Incomplete Letter #
After Permit Is Issued
Building Division
iA1J (- (144 -a)
V'kROUTI.DOC
Srrl
r X Fire Prevention
1,(- 21-CO
Public Works n Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
Complete U Incomplete
Comments:
TUES /THURS ROUTI G:
Please Route Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
Planning Division
Permit Coordinator
DUE DATE: 11-21-2000
Not Applicable n
No further Review Required
DATE:
DUE DATE 12- 19-2000
Approved n Approved with Conditions Q Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
CORRECTION DETERMINATION:
Approved n Approved with Conditions
REVIEWER'S INITIALS:
DUE DATE
Not Approved (attach comments)
DATE:
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7.?S.O 2
DEPARTMENT OF LABOR AND INDUSTRIES
REGISTERED AS PROVIDF�D BY LAW AS
glpts r cciNT optrIERAt-
J.
k9
`N 4 .2 54,E 10/0],/20 1
't 44 , �;..) 44/16/1973
NORTH WEST , HANDLING SYS INC
1100 SW 7TH ST
RENTON WA 98055 -2939
WE HEREBY CERTIFY THAT THIS IS A COPY
OF OUR ORIGINAL CONTRACTORS LICENSE.
NORTH WEST HANDLING SYSTEMS, INC.
11 10. Kevin Thomas, Secretary
1(s O.S)INN)IN!'U)
REGISTERED AS PROVIDED BY LAW AS
CONST CONT GENERAL
REGIST. # EXP. DATE
CCO1 1 NORTHWH275JF 10/01/2001
EFFF�CTIVF DAT1 04/06/1,973
• .$) yi' .i;.1 !. , .. '�'.I ° • i .i I
NORTH WESTfHANDL•ING S INC
1100 SW 7TH ST
RENTONCWSA!• 9'8b55 -2939.
Signature
Issued by DEPARTMENT OF LABOR AND INDUSTRIES
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BF CNCH OPERATIONS
7830 S.F.
(500a)
POWER NEEDS
AIR
110V 10
220V 10
208V 30
c
a'
SERVICE AREA
974 S.F.
(610)
�r a
NORTH SCALE: 1/16" = 1' -0"
MAINTENANCE
PARTS
ROOM
249 S.F.
(168)
8'X4' 18'
; PLAN VIEW
PLA
CUSTOMER UNITS
562 S.F.
(300)
RENTAL FLEET
1248 S.F.
(coo)
`>131 BEAM
"'PIARDRII TES. WIG 2052 M. 380v 0e, ewV )r^
MOD PLATFORM
896 S.F.
(660)
COUNTERWEIGHT a U
240 S.F.
PE PLATFORM
& ELECTRICAL
2000 S.F.
DAVIT
ASSY
380 S.F
EXISTING RACKS
PALLET
RACKS
•
CORD STIPA, -�
, STEEL WELD NT •
2467 S.F. ••••.'••• /
I6]W-'
emv 3r ' mA
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AP IT e5v
RED CRIBBER
250r 3e
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2502
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PAW MAIL
PROCESSING
4149 S.F.
*NEEDS AIR & 110V
ALONG WALL * **
r
RAW
MAT'_
LI
RECEIPT SHEET • AE
9
9X4
<SW To WA
/
j`
/AP
se.
233'2 W w
PRESS Epc3ER
ApXM160NR. STD WEL & a'
TJBE BE INC &
MOD ATFORM
34 S.F/
9
O
r PTAM
SPIDER ASSY
1 200 S.F-
9'x5 9 %41 9%41 19" %e
OPTIONAL –MIX W /BINS
9X41 19'x 41
RRFw•
W��
ar�
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9 X 4
9 X e' R 9' x •
STORES
SHIPOING /RECEIVING/
CRATING
2937 S.F.
480v ev :e 50A
208v J• 20A
AR./ AP
� wA
Ra" OR 581 +
120V
Pugs PRESS,
2013v 30 20,
i SIMEIPME
LJ RSDLEPaRi
2. 3* MACHINE SHOP/
I \ WATERJET/
s-TI04 01 2 3: PUNCH PRESS
2x
OR 2040 S.F.
'2= SWAGE N
25N' ]• / 2wY
RAC% 34"
SHOP OFFICE
OA OFFICE
RACKS
2
raN uiNE f
� ewSGEPORT
25DV 3.
HI
1 1RNNING BENCHES
CaRD DROPS
11 1, 2 3) P te, NR
THREE 0 PLACES
209 k
awE (1) RACE ONLY
SERVICE CENTER
BENCH TRAINING
2235 S.F
BENGAL
MOD ASSY
SKIRTING
(NEEDS 110V & AIR)
1050 S.F.
I B
zwv uss 3e
D
saDT ABnEN
z3DV fe
SowN TA
: 010
a5v ** *TEST STANDS * **
NWF$ 110V, 220V,
pV. AR,
2202, 20023. 208V 30, AIR
POWER TO TEST STANDS
NEEDS TO BE DESIGNATED CIRCUIT
125i STONDS
** *TEST STAND***
110V, 225V,
208V SA, AIR
HOWER TO TES's STAND
NEEDS TO BE DESIGNATED CIRCUIT
220V,
:a ers::-: d ..2,A? 153 P an Check ovals are
;ho ;ec cm,. 5311 om ssions and approval of
1 -■sr., Ices net au.hunze the vielatic;n or any
1 adopted code cc ordinance. Receipt of con -
rac
ttor's copy of approved plans acknowledged.
`"
By
Data "l
Permit No
eu+
0
REVISIONS
.ES Si -:ALL BE MADE TG
1' '.:i( WITHOUT Pf
LA BUILDING DIVH1‘_ /.. ..
A NEW PLAN SUBMITI,
0.210 MAY IN�;U.E FCuITI.DNAL PIAN. REVIEW FEES.
RECEIVED
NOV 1 6 2000
PERMIT CENTER
3
x
DRAWING NUMBER
Dwo -3V1
g
8
RCK2NWHS
BOTH SIDES TYIP',-
•
1 ,
0
-
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" ill
Ti
SA
ri, 0 Ap
(
,
lo, ,
A -.....„ .
e
BEAM -,
..,..-.....,..
.....
0
0
4 , , ,, ,
a
V
--.
-
A
..g
3/8"0
LOAD
'
SAEFTY
LOCK
P;',---,-„,
1 3
1
\,
Ty
I
i
I t = . 0 9 "
1
I
I
i ,_ _
,
P =
e>
I
.
,
-1
1 1
, 1 1'
SEC. A—A
TYP> ,
1/8 /1.5'
,I,-
-
2 3/4"
7/16"0 RIVET --/ . ,
ASTM A354-79 TH'K=3/16" --'
----
— — —
1
I
I
„
1 '
SEC. B - B
•.______. _,:i
—
BRACKET COLUMN
BRACE TO COLUMN CONN. ( }
BEAM TO COLUMN
2
MU
CONN.
0 0
i 1
10 01
■
.-, ■
10 TOI
8
1 0 U
D
(2'
MO
2 PIN
CONNECTOR
-
ct
COLUMN SECTION (4;
BEAM SECTION
-1
, --,-- - iyP
1/8 I‘
...-,-,
--(
\L
)+--
1
.
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1
I
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=
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....
1
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,\
.
7 3/4"
.'
\
TH'K=3/8"
FY=36 KSI.
(ASTM A-36)
TWO 1/20 ANCHOR BOLTS PER BASE PLATE
3 1/2" EMB., (SEE NOTE NO. 4)
,
BASE PLATE DETAIL
BASE PL. & SLAB CONNECTION
GENERAL CONFIGURATION 8
1
96" 44"
uacoo t.,9 9
‘, J
- cii ,
t; • - -1-;:- — '
•010
,,NSS 41 u
Aigx"'
'./0--r'
---G' EXPIRES / .2 • 2/...
1 1"
.--ri \ TYP.
,-- TYP / ,.,__-,
ri, 5
I
,,,,--yiJIYP.
_
,-,
6
32
0'
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____,
l
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- N -
NOTES:
1-DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS
AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS
1 .-I OF THE UNIFORM BUILDING CODE 1997 EDITION
- lyp. 2-STEEL FOR ALL SHAPES FY=50 KSI. ASTM A570-85 GR.50 (EXCEPT AS NOTED)
3-ALL WELDED CONSTRUCTION IN A SHOP OF AN APPROVED FABRICATOR
(E70XX ELECTRODES)
il 4-ANCHORS HILT! KWIK-II ICE30 #4627, RAMSET REDHEAD ICBO #1372, OR
L
A
.
,
41
6_ S s I T M 0 P RA SO; ICBO #. INSPECTION REQUIRED)
RA s IN T S A T N A D L A LA R T D IOIS AL A L ND DIs R R A LA CK y S iN MA 0 N N U E FAgT R UR KA T RE IN c0 00 Ns N R FO IE R u M 0
7- W ALL ITH
MI 6 TYP. 5-CONCRETE SLAB 5" THICK 2000 PSI. SOIL BEARING CAPACITY 1000 PSF
A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES F A L R O EA CATIONS
SHOWING THE MAXIMUM PERMISSIBLE. UNIT LOAD OF NOTE NO. 6
THE
REV.
DATE
R EV! S I 0 N
RACK DESIGN AND ENGINEERING
3786 LA CRESCENTA AVE. #204 GLENDALE CA. 91208
SCALE NONE
DRAWN BY: 4.66.
DATE: 11 -7-00
\--- 8-STORAGE RACKS SHALL , BE INSTALLED WITH A MAXIMUM TOLERANCE FROM
VERTICAL OF 1" IN 10 OF HEIGHT
•
'"ECT: ■"'', IF \A/ CD P-.<
369 UPLAND DRIVE., TUKWILA, WA. 98188
"INTERLAKE" RACK DETAILS JOB NO. SHEET NO.
RD-5231 1 OF 1
FRONT VIEW SIDE VIEW