HomeMy WebLinkAboutPermit B93-0480 - LENIHAN DISTRIBUTING - STORAGE RACKS`ts
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City of Takwilii:
(206) 431 -3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
RACK STORAGE PERMIT
Permit No: B93 -0480
Type: B -RACK
Category:
Address: 18200 SEGALE PARK DR B
Location:
Parcel #: 352304 -9119
Zoning: M -2
Contractor License No.:
Status: ISSUED
Issued: 12/28/1993
Expires: 06/26/1994
TENANT LENIHAN DISTRIBUTING
18200 SEGALE PARK DR B #100, TUKWILA, WA 98188
OWNER SEGALE MARIO A
PO BOX 88050, TUKWILA WA 98188
CONTACT MICHAEL OWENS Phone: 206 575 -8070
18200 SEGALE PARK DR 8, TUKWILA, WA 98188
********************************************* *, ** * * * * * * * * * * ** * * * * * * * * * * ** **
Permit Description:
INSTALL STORAGE RACKS..
Rack Storage Dimensions - Linear Feet x Height - ;.Totals
56 8.0`' 448
32 14.0 448
120 ;`: ` 10.0 1,200
. 0
. 0
. 0
UBC Edition: '1•.9,91
Valuat,`io'n:
*********'************ or****.************#* * * * * * * * * * * * * * * * * * * * * * * *. * * * * * **
Total Permit Fee:
Permit Center Authorized Signature Date
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 ordlnances
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 ;provisions of any other state or local laws regulating
construction or the performance of work. I am authorized to sign for and
obtain this b il din p it
Print Name: � -4 .. Title 421
This permit shall become null an,d: void if she 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.
CITY OF TUKWIL
Department of Community Development — Permit Center
6300 Southcenter Boulevard - #100, Tukwila, WA 98188
(206) 431 -3670
Building Permit Application Tracking
PLAN CHECK
NUMBER
e s- OO-ttg)
PROJECT NAME
CONTACTED.
L-r Iran it •
•
BY:
init.
SITE ADDRESS
i
oo 5Qao41e. PK -Dr B
SSE NO.
(oo
INSTRUCTIONS TO STAFF
• Contacts with applicants or requests for information should be summarized in writing by staff so
that the status of the. project may be ascertained at any time.
• Plan corrections shall be completed and approved prior to sending to the next department.
• Any conditions or requirements for the permit shall be noted in the Sierra system or summarized
concisely in the form of a formal letter or memo, which will be attached to the permit.
• Please fill out your section of the tracking chart completely. Where information requested is not
applicable, so note by using "N /A ", date and initial.
DEPARTMENTAL REVIEW
"X" in box indicates which departments need to review the project.
DEPARTMENT
RITE'; I
UIREMENTS /COMMENT
BUILDING -
initial review
FIRE
1z -n -G '2 it"? 143
,Z (ROUTED
2_/ 22
%At-IVO
INIT :,
CONSULTANT: Date Sent -
Date Approved
FIRE PROTECTION:
FIRE DEPT. LETTER DATED:
Sprinklers • Detectors • N/A
/ t L. 43 ? INSPECTOR: J wr - .0 /b
O PLANNING
ZONING:
IBAR/LAND USE CONDITIONS? (JYes (J No
INIT:
REFERENCE FILE NOS.:
O PUBLIC
WORKS
MINIMUM SETBACKS: N-
s-
UTILITY PERMITS REQUIRED? (j Yes (j N
E-
INIT:
PUBLIC WORKS LETTER DATED:
0 OTHER
BUILDING -
fi nal review
BUILDING
OFFICIAL
REVIEW COMPLETED
TYPE OF CONSTRUCTION:
2Ac
CERT. OF OCCUPANCY?
°Yes 5? No
UBC EDITION (year):
AMOUNT
OWING:
�y,
w
CONTACTED.
I &Iasi
'' is
•
BY:
init.
Ir op
vio w
DATE NOTIFIED
2nd NOTIFICATION
BY:
(init.)
3RD NOTIFICATION
BY:
(init.)_
01 /08/33
CITY OF TUKWILA
Department of Community Development - Building Division
6300 Southcenter Boulevard, Tukwila WA 98188
(206) 431 -3670
BUILDUa PERMIT
APPLICATION
PLAN CHECK
NUMBER
'15 L ►0
DESCRIPTION
AMOUNT
RCPT #
DATE.
BUILDING PERMIT FEE
PLAN CHECK FEE
ct
BUILDING SURCHARGE
OTHER:
TOTAL -
SITE ADDRESS SUITE #
/ g 203 SE6/1 -LC PPRk DR 13 /DC
VALUE OF CONSTRUCTION - $
30007
PROJECT NAME/TENANT
Z- // / % / %AJ P,s7R)SL4 -PA l6
ASSESSOR ACCOUNT #
'Ss a 3 o ci lei?
(commercial) () Demolition (building)
0 Other
TYPE OF 0 New Building Li Addition Li Tenant Improvemen
WORK: Rack Storage 0 Reroof 0 Remodel (residential)
DESCRIBE WORK TO BE DONE:
t o eii-ME �i}C,&S 2cct i aN
BUILDING USE (office, warehouse, etc.)
NATURE OF BUSINESS: / 9 64 ` 1N 6 i- / A ii? CONOt 1"ION I Iv6 ON IT D /STi l 8 (177 h
WILL THERE BE A CHANGE IN USE? Igl No 0 Yes If Yes, new building requirements may need to be met. Please explain:
SQUARE FOOTAGE Building:.z,..vi, Tenant Space:G5,
C 0 Area of Construction:
-
WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING?
0 No 0 Yes IF YES, EXPLAIN:
FIRE PROTECTION FEATURES: IRI Sprinklers tXi Automatic Fire Alarm System
PROPERTY OWNER 56 GA L C ci s8vm
wkic
I-
PHONE 5 75
...3.20 0
ZIP
ADDRESS Q 4ox ! :650 tip
CONTRACTOR GFN 1 ilk p;S i _t, Co
'PHONE 575 g-O7 c
ADDRESS /820() 5 c tc_ a tek DQ1U I
ZIP
WA. ST. CONTRACTORS LICENSE # l,,r,;i, ,v i,,., 1
7 iv, , ,„ 6Ctit
EXP. DATE '.•
ARCHITECT
PHONE s 2. 00 0
ADDRESS
IZIP
.1:HEREBY CERTIF. Y,7HAT:I;HAVE READ: AND. EXAMINED THIS APP .LICATION•AND:.KNOWTHE.:SAME.
BE,TRUE:AND; <CORRECT,. :AND I AM AUTHORIZED TO APPLY. FOR;THIS<PERMIT
BUILDING OWNER SIGNATURE
OR
AUTHORIZED
AGENT
PRINT NAME jVeVV IvecTh
ADDRESS
CONTACT PERSON
APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the
application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at
the Building counter which provide more detailed information on appliratinn and nlan siihmittal rentiirpmnnts.
Application and plans must be complete in order to be accepted for 1
VALUATION OF CONSTRUCTION Valuation for new construction an
Community Development prior to application submittal. Contact the
application. In all cases, a valuation amount should be entered by th
subject to possible revision by the Building Division to comply with
BUILDING OWNER / AUTHORIZED AGENT If the applicant is other thi
licensed by the State of Washington, a notarized letter from the pros
permit application and obtain the permit will be required as part of thi
EXPIRATION OF PLAN REVIEW Applications for which no permit is issu
expire by limitations. The building official may extend the time for at
days upon written request by the applicant as defined in Section 30
No application shall be extended more than once.
If you have any questions about our process or plan submittal requirements, please
contact the Department of Community Development Building Division at 431 -3670•
I'A1'. \'L • A.0. S.NITII • WEIL -AICLA IN • I'tIRLX • VG TA LINT
1820( Scg k Park O rive 13,
Suite 100
Fukwi la, 5VA 98188
Michael Owens
(206))+75 -8070
(800)548-1249
Fax (206)575 -8074
DATE APPLICATION ACCEPTED
l -q3
DATE APPLICATION EXPIRES
co n- 9t-4
10122/93
CITY OF TUKWILA
Department of Community Development - Building Division
6300 Southcenter Boulevard, Tukwila WA 98188
(206) 431 -3670
BUILDII' PERMIT
APPLICATION
DESCRIPTION
BUILDING PERMIT FEE
PLAN CHECK
NUMBER
PLAN CHECK FEE..
AMOUNT
RCPT #
•• DATE
BUILDING SURCHARGE
OTHER:
.TOTAL'-
IV- 11-1 3
SITE ADDRESS SUITE #
/30°D zcxo Setif -LE r99Rk DR. 13
VALUE OF CONSTRUCTION - $
30°D
PROJECT NAME/TENANT
LC4/ / %/ %jll PIS%RlSiAT1AIG
ASSESSOR ACCOUNT #
-35-a 3oCi rii?
(commercial) L) Demolition (building)
❑ Other
TYPE OF ❑ New Building U Addition U Tenant Improvemen
WORK: S,Rack Storage ❑ Reroof ❑ Remodel (residential)
DESCRIBE WORK TO BE DONE:
1/4)-t6 i,4 e �4C- S eRcc770N
BUILDING USE (office, warehouse, etc.)
MA REYOU SE
NATURE OF BUSINESS: Nat7`fN6 d- A iR COMMON 0 NIT 7) ISTi2I BG(Tlok
WILL THERE BE A CHANGE IN USE? No ❑ Yes If Yes, new building requirements may need to be met. Please explain:
SQUARE FOOTAGE - Building: ,,. Tenant Space:Gc
t O Area of Construction:
ARCHITECT
WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING?
❑ No ❑ Yes IF YES, EXPLAIN:
FIRE PROTECTION FEATURES: ► S•rinklers ►:I Automatic Fire Alarm S stem
PROPERTY OWNER SEGI4 f! t.�. 'Z(1S / /V� pi/0
PHONES 75
3 OO
ZIP
ADDRESS O 4 O r r 6 5 w/ -
CONTRACTOR �EN 1 I (I4 �iS &i .�'i-i'>^r, , - -r'Wilt
Co
PHONE 5-75
EXP. DATE.
�U-7 4
ZIP
ADDRESS //0
/gZO0 .SSqtC pa. ,& O, juc
2.:
WA. ST. CONTRACTOR'S LICENSE # pulittaIN COit.
ARCHITECT
PHONE S 200 0
ADDRESS
ZIP
1::HEREBY; CERTIFY THAT;1 HAVE READ >AND EXAMINED THIS APPLICATION: AND KNOW THE SAME T
BE.TRUE AND CORRECT, AND. 1 AM AUTHORIZED TO ;APPLY FOR: >THIS PERMIT.
BUILDING OWNER SIGNATURE
OR
AUTHORIZED
AGENT
PRINT NAME
ADDRESS
DATE
lZ -/G-53
PHONE LI-r2 Z000
CITY/ZIP
CONTACT PERSON no`,c / A-OcAl frt„.s PHONE .—)5 - .s6-1
APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the
application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at
the Building counter which provide more detailed information on application and plan submittal requirements.
Application and plans must be complete in order to be accepted for plan review.
VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of
Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting
application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is,
subject to possible revision by the Building Division to comply with current fee schedules.
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 tiie agent to submit this
permit application and obtain the permit will be required as part of this submittal.
EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall
expire by limitations. 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 304(d) of the Uniform Building Code (current edition).
No application shall be extended more than once.
1l you have any questions about our process or plan submittal requirements, please
contact the Department of Community Development Building Division at 431 -3670.
DATE APPLICATION ACCEPTED
h;i-n -q3
DATE APPLICATION EXPIRES
cp — l`1' 9L4
10122199
COMMERCIAL
SUBMITTAL CHECKC1ST
NEW :COMMERCIAL BUILDINGS /ADDITIONS
Completed building permit application (one for each structure)
Assessor Account Number : •
Two sots (2) of the following
Specifications •
Structural calculations stamped by a Washington State licensed
engineer
Soils'. report stamped by a Washington State licensed engineor`
Topographical survey
Energy calculations . stamped by a Washington State licensed
engineer or architect
1 Legal description
Working drawings, stamped by a Washington State licensed
architect, which include
• Site plan
• Architectural drawings
▪ Structural drawings
• Mechanical drawings
• Elevations:
• Civil 'drawings'
Landscape: plan
Completed utility permit application (one for entire project)
(6) sets :of civil drawings
NOTE See utility permit application and checklist for specific
submittal requirements ; .
RACK STORAGE
Completed building permit application. :.
[1 .Assessor Account Number
Two (2) sets of plans, which include
[:Building floor plan showing:. •
COMMERCIAL TENANT IMPROVEMENTS
Completed building permit'applicatlon (One ;for
tenant):;:: •
r—I Assessor: Account Number
Two (2) sets of construction plans; which include.:;
Site plan:'
Location of tenant space
Existing.and proposed.parking
•:Landscape plan (ifappiicable, 1 e :c
Overall bOitding p
NO
app ica ion an ens
•.Tenantlocauon
•: Use of adjacent (common wail) tenant
Overall dimensions:of building orsquare footag
leer plan of :proposed tenant space
• Tenant space pianwith use;of each room labelled
Exit :doors;: egress.: patterns
New walls;: existing wail, and walls to be demolishes
Construction details
9
Str�
utility peimil
•:Cross sections shownn waft construction_and method of
attachmentfor floor and:`ceiling
tctural calculations stamped by. a'WSashington State licensed
ineer:may be.required 1Fstructural work is to be: done (2sets
eng
TE it any;'uubty work is to be done,; submit separate,
REROOF
Completed building permit application (one for each stntcture)
Assessor Account Numb..::
Narrative'descnbing existing roof, material being removed, and
:rnateriai being
NOTE A certification letter is required prior to;final inspection and.slgn
off of the permit
:ANTENNA/SATELLITE. DISHES'.:
• Entire space where racks will be located
• Exit doors
• Dimensions of all :aisles
Tenant space floor plan showing rack storage layout, aisles and ::
Completed building permit application
Assessor. Account Number.
NOTE: include dimensions of racks (height,
and exit ways on plan.
Width. and lerigth),`aisles •
i I Structural calculations stamped by a Washington State licensed
i
engineer (rack kstora e 6 and over
RESIDENTIAL
NEW SINGLE-FAMILY DWELLINGS /ADDITIONS
LJ Completed building permit' application (one for each: structure
'::RESIDENTIAL REMODELS:
:Completed building permitappiication
Assessor Account Nurnber
Two(2) sets of working drawl
Legal description:..
piAssessor Account Nutnber
Two sets (2) of working •drawings; which.inciudo;
Site plan: - - (On •plan, show closest hydrant locafloni
Foundation plan Include access ro building; :stowing
• Floor plan ::. width and lengtli of access)
•• Roof plan :
• :Building v1evations..(iill views)
Building cross - section
Structural•framing plans
•Foundation an plan
Floor pl
roof plan:
Building elevations (alt Views
uilding cross.. section ::
ructural ;framing: plans
NOTE' ff any utility work ds to; be done provide,
and plans:r►ust be:submitted;
each structure
rigs; which incfu
Washington State Energy.Code.data..
•
Completed utility permit application
Six (6) sets of site;.plans showing utilities
NOTE; Building site plan and utility site plan may be:cornbinad ,See
utility, permit applicatlon;and chockhst for apecific submittal requirements.:
. ..
.`: REROOFS ;
Additional topographical and soils information may has required if Unique
Completed building permit Application
Assessor AccountNumber
Narrative describing existing roof, material
'; material being installed;
NOTE A certification letter 16 required prior to final inspection and si
off of thepermlt
removed, an
•k * * * * ** k***,* k**** ****** k********• k** *** ** ****** *,k** **** *** ***** **
CITY OF TUKWILA, WA TRANSMIT
**** k***.**• k** k* k*** A'****k******** * * * **** **k ********** **k * * ******
TRANSMIT Number: 93001000 Amount: 25.46 12/17/93 11:25
Permit Na: 093.0480 Type: B-RACK RACI( STORAGE PERMIT
Parcel Na: 352504 -9119 12/20/93
Site Address: 18200 SEGALE.PARK DR B
Payment Method: CFICCK Notation: LENIHAN DIS1'RIBU )nit: SLI3
**: k******************* ************ * * ** * * * ** * * * * * * * * * * * * * * * * * * * **
Account Cade Descr i pt i are
.060/322.100 BUILDING -- NONRES
000/306.904 STATE BUILDING SURCHARGE
Total (This Payment):
Total Fees:
• Total ' Al 1 Payments:
Balance:
25.46
25.46
.00
Paid
20.96
4 '. 5O
25.46
GENERA 20.96
GENERA 4.50
TOTAL 25.46
CHECK. 25.46
CHANGE 0.00
7185A000 16:02
CITY OF TUKWILA
Address: 18200 SEGALE PARK DR B
Permit No: 893 -0480
Tenant: LENIHAN DISTRIBUTING Status: ISSUED
Type: B -RACK Applied; 12/17/1993
Parcel #: 352304 -9119 Issued: 12/28/1993
*********************************.Mick** k*r•k ** k* *"klc********* *•* k•* *"k** **- k**** k•k•k"k •k
Permit Conditions:
1. No changes will be mad
Architect and the T,uk i11`,
pie` f`e 's:5;`U �t �:i"ess,. approved b y the
01aing,"b1 1 io
.2. All permits, ins recoryds, andi, approve' p1ets shall be
'maintained av6,i1',le aG he,: lb ii,', s i Vih prior? to the: 4 art of
any cons truc ' on°. These - go.,cuin+ 44) ti aide. to rmeinta rl`e.d
available 90;1,1 f,i ;na4 yj.nsoe`ct i on., 1 kt `s Fgranted1'" n44
A11 constru.� f or f":64, b,e 'dome ,,firm eor i'd'rinance r ith> approv ,.,
plans arl,d neq�u'ir�eme, is pf'the .,\UTAiform Bu.i1�`d, ng 0:,b de; t199:it.
Edition! ,as a'mende'd by the Wahtin Iron State Bu:i ld'jngg Code'
. Va1 i d 1,,....4t/of . Permhi t ..i' The O 'uance o f a permit or approval
p 1 ans ;,,spe,oi$ i cat ions a i d , \tromputat i >ons shall not ',be can;'
stru ri• /tombke_ a. pelm,it 1:0-. , oran ,a.approva1 of, an v1o`1`atton
of, h'i o l=t,e pea v i s i on.s. of ttt,fi—co.d.er or of any other' :,.;,au §x'
or�d i� nce o9 the iuritillc-t.i.oryy' No ,:.ermit presuming :to gf ?v,e
a u t ,g�rity or` vj'o1atp-::ui 'cance the �p`ro`i s-4p s of this o+vd'e
sha(t. be val ids. ,r, r °�1}j Q •wt(r t'',<
City of Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575 -4404
Fire Department Review
control #B93 -0480
(510)
John W. Rants, Mayor
December 22, 1993
Re: Lenihan Distributing - 18200 Segale Park Drive B,
Suite #100
Dear Sir:
The attached set of building plans have been reviewed by
The Fire Prevention Bureau and are acceptable with the
following concerns:
1. No point in a sprinklered building may be more than
200 feet from an exit, measured along the path of travel.
(UBC 3303(d))
Obstructions, including storage, shall not be placed
in the required width of an exit, except projections
as permitted by the Building Code. Exits shall not be
obstructed in any manner and shall remain free of any
material or matter where its presence would obstruct
or render the exit hazardous. (UFC 12.104(a))
When two or more exits from a story are required, exit
signs shall be installed at the required exits and
where otherwise necessary to clearly indicate the
direction of egress. (UBC 3314(A))
2. The total number of fire extinguishers required for
your establishment is calculated at one extinguisher for
each 3000 sq. ft. of area. The extinguisher(s) should be
of the "All Purpose" (2A, 10B:C) dry chemical type. Travel
distance to any fire extinguisher must be 75' or less.
(NFPA 10, 3-1.1)
Extinguishers shall be located so as to be in plain
view (if at all possible), or if not in plain view,
they shall be identified with a sign stating, "Fire
Extinguisher ", with an arrow pointing to the unit.
�S
City Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575 -4404
Page number 2
John W. Rants, Mayor
(NFPA 10, 1 -6.3) (UFC 10.505A)
Extinguishers shall be installed on the hangers or in
the brackets supplied, mounted in cabinets, or set on
shelves (NFPA 10, 1 -6.9), and shall be installed so
that the top of the extinguisher is not more than 5
feet above the floor. (NFPA 10, 1 -6.9)
Maintain fire extinguisher coverage throughout.
3. 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 sprinklers thereunder.
4. Where storage height exceeds 15 feet and ceiling
sprinklers only are installed, fire .protection by one of
the following methods is required for steel building
columns located within racks: (a) one -hour fire proofing,
(b) sidewall sprinkler at the 15 foot elevation of the
column, (c) ceiling sprinkler density minimums as
determined by the Tukwila Fire Prevention Bureau. (NFPA
231C, 3 -2.3)
Maintain minimum 6 "' longitudinal flue space between
back to back racks.
In double row 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 231C 4 -3.1)
This review limited to speculative tenant space only -
special fire permits may be necessary depending on detailed
description of intended use.
.::r;R�'i�,`fi °i, �„T. %iYFf rrr^,"c�s+'M�: tfYt.••M^` ��y�.t
City of Tu1!la
Fire Department
til
John W. Rants, Mayor
TUKWIL,A FIRE DEPARTMENT
FINAL APPROVAL FORM
Thomas P. Keefe, Fire Chief
Permit No. ,13 73 (. YP D
Project Name � �� e / t// hG4
Address / x'2.00 Se -t ?e2.4 �✓r /11,4 ag
Retain current inspection schedule
Needs shift inspection
Suite #
1)r Approved without correction notice.
Approved with correction notice issued
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits:
3
Ah r
N.,3 ki{111` 6..,
Authorized Signature 1
FINALAPP..FRM
Date
T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 a Phone: (206) 5754404 • Fax (206) 5754439
INSPECTION RECORD
Retain a copy with permit
❑
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
__.(206) 431 -3670
Approved per applicable codes.
COMMENTS:
0 Corrections required prior to approval.
$30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at
6300 Southcenter Blvd., Suite 100, Call to schedule relnspection.
Address:
/d Zc� �e�.,Ate- (
Date Called:
/Z '.30
Special Instructions:
P,., 4.4P-C
w Ftw E"
Date Wanted:
/z- .. 13
am p.m.,
Requester.
{.i_57,
PhoneNo.:
S75' 0 70
Approved per applicable codes.
COMMENTS:
0 Corrections required prior to approval.
$30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at
6300 Southcenter Blvd., Suite 100, Call to schedule relnspection.
CITY OF TUKWILA
RACK STORAGE DIMENSIONS
LINEAR FEET X HEIGHT = TOTAL
6/418
3.z qqg
J Zb x _ 00
x =
x -
x
GRAND TOTAL 2 Co
0.25'
1. 1 ±14 go
r-►
F--
BRACING
Dimensions
14 ga
2
DI --
GENERAL NOTES
1. This drawing shout standard details of the rack
product line only. See engineer approved
installation drbwings (same Job Number) for
components used, special details, arrangement,
and site specific information.
2. The installation drawings govern over this
drawing.
3. MATERIAL
Steel - ASTM A570 Grade 50 UNO
Welding Electrodes - AWS E70 -XX (all welds single
pass fillet wells designed at 50% stress
levels)
4. Expansion Anchors shall be ICBO approved types. e.g.
Hilts Kwik Bolt (ICBO RR #2156, 4627)
IT11 Ramset /Red Head JS type (ICBO RR #1372)
Gunnebo Taper-Solt Sup -R -Stud (ICBO RR #3219)
Embedment shall be minimum 5X Bolt Diameter.
Other similar anchors may be used if 1C80 approved. The
anchor types, sizes, and embedments shown on the
installation drawing govern over the sizes shown on
this drawing.
Special inspections are not required unless noted
on the installation drawings.
5. Unless noted otherwise cn the installation
drawings, the allowable soil bearing value is
1.0 KSF.
9 X I7
Beam Details and Properties
(units: inches uno)
Type
A
8
d
t
Sx
Ix ..
T2250
2.25
2.00
0.88
0.075
0.29
0.36
T2937
2.94
2.00
0.88
0.085
0.50
0.78
T3500
3.50
2.00
0.88
0.085
0.67
1.24
T3875
3.88
2.50
1.63
0.085
0.90
1.85
T4125
4.13 •
2.50
1.63
0.085
0.99
2.17
T4625
4.63
2.50
1.63
0.085
1.27
3.07
T5125
5.13
2.50
1.63
0.085
1.41
3.78
T5625
5.63
2.50
1.63
0.095
1.81
5.30
T6000
6.00
2.50
1.63
0.105
2.20
6.83
A
7/8"
8
Typ UNO
BEAMS
Dimensions and Properties
3•Pin
(Standard)
4.44.0741:
f.rC.e
Post Details and Properties
(units: inches unol
(all properties net section)
Type
t
W
D
A
S
r
F14
0.067
3.00
1.63
0.34
0.33
1.21
Q
F18
0.095
3300
1.63
0.48
0.47
1.20
F20
0.078
3.00
2.50
0.58
0.59
1.20
Q
F25
0 075.
3_00_
3.00
0.58
0.66
1.31
F30
0.095
3.00
3.00
0.73
0.81
1.30
1.
F35
0.115
3.00
3.00
0.88
0.98
1.28
1.
0140
0.095
4.00
2.50
0.76
1.05
1.59
0.
DI46
0.115
6.01)
2.50
0.92
1.27
1.56
0.
......
_,
U
c
COLUMN
i)imnnaions and Properties
fSE,lA'r
11" typ
2" tYP
4 Pin
Heavy Duty
(Optional)
5.4 FE
P/N
3. /w5 sr .-
cac ua,rN
.�r
X
/r
U
sPi4t
'a
TN
-- .140P.4 rte
BEAM- COLUMN CONN.( 5
</oc..$
.3.V .cr/�7 /J
•RINTEO ON NO. 1000N CLEARPHINT •
rEXPIRES.
SEP 1.
PETER S. HIGGINS
AND ASSOCIATES
STRUCTURAL ENGINEERS
1225 -F NORTH PACIFIC AVENUE
GLENDALE, CA 91202
818.549.0072
DRAWING AND DESIGN ARE COPYRIGHT.
COPYING eY WRITTEN PERMISSION ONLY.
WET SIGNED COPIES ONLY ARE VALID FOR
BUILDING E GACSTBLCUT SIGNED ACROSS THIS
OAT[
5 -27-
OMWN
CHtcxto
AP•.IOV
Beam Details and Properties
(units: inches uno)
Type
A
I. 8
d
t
Sx
Ix
T2250
2.25
2.00
0.88
t 0.075
0.29
0.36
72937
2.94
2.00
0.88
0.085
0.50
0.78
T3500
3.50
4 2.00
0.88
0.085
0.67
1.24
73875
3.88
2.50
1.63
0.085
0.90
1.85
T4125
4.13
2.50
1.63
0.085
0.99
2.17
1 T4625
4.63
2.50
1.63
0.085
1.27
3.07
75125
5.13
2.50
1.63
0.085
1.41
3.78
T5625
5.63
2.50
1.63
0.095
1.81
5.30
T6000
6.00
2.50
1.63
0.105
2.20
6.83
.1
7/8"
L I d
8
Typ LINO
BEAMS
Dimensions and Properties
3 Pin
(Standard)
Av VI,PT•
A-4c -
Post Details and Properties
(units: inches unol
tall properties net section)
Type
t
W
D
As
Sx
rx
ry
F14
0.067
3.00
1.63
0.34
0.33
1.21
0.68
F18
0.095
3.00
1.63
0.48
0.47
1.20
0.66
F20
0.078
3.00
2.50
0.58
0.59
1.20
0.94
F25
0 07f
3.00
3.00
0.58
0.66
1.31
1.12
F30
0.095
3.00
3.00
0.73
0.81
1.30
1.10
F35
0.115
3.00
3.00
0.88
0.98
1.28
1.08
DI40
0.095
4.00
2.50
0.76
1.05
1.59
0.99
0146
0.115
4.00
2.50
0.92
1.27
1.56
0.97
Jc
COLUMN
nimnnsions and Properties
Q) coc LIMN
EAn•r
1" typ
2" typ
,.1.19- typ
2"
typ
4 Pin
Heavy Duty
(Optional)
5o P/N
3P /N5 5 ro.'�
o "r3 R.r c
q `NO 14".•c e2 LEs
. .v 5.
BEAM - COLUMN CONN.( 5
•
cP�,�o
1SS'
FRONT
TYPICAL ELEVATIONS O
(See installations drawings for specifics)
Min 3/8" Anchor
(1 per post)
N\SO
t9
FxPIRES. 1� a I - R
SEP 17 1993
STANDARD
FOOT PL.
(11 gal
/8" I Max 2"
tYP
ZA 77,A
SIDE
7"
Min 1/2" Anchor
(2 per post)
See installation thugs. for custom sizes
SEISMIC FOOT PL.
13/8 ")
BASE PLATES ( 4
Types and Dimensions
RECEIVED
CITY OF TUKWILA
DEC 171993
PERMIT CENTER
PETER S. HIGGINS
AND ASSOCIATES
STRUCTURAL ENGINEERS
1225 -F NORTH PACIFIC AVENUE
GLENDALE, CA 91202
818.549.0072
DRAWING AND DESIGN ARE COPYRIGHT.
COPYING BY WRITTEN PERMISSION ONLY.
WET SIGNED COPIES ONLY ARE VALID COR
BUILDING 9ERMIT APPLICATION. DRAWING
MUST BE SIGNED ACROSS THIS BLOCK.
OAT[
5 -27 -93
OAAWN
CHICK CO
APPAOVIO
P. H.
UNITED STEEL PRODUCTS
STORAGE RACKS
130,71- tA-go
STANDARD DETAILS
omega -�'� - 13f.dEs. 1(045
Job #
1030
Drawing #
US -1
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RECEIVED
CITY OF TUKWILA
DEC 1 7 1993
PERMIT CENTER
JOB
®IRPI:BAUM & AS rDCIATES
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UNIT
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Lenihan Distributing co.
USP Racks
Location:
Tukwilla, WA
(Zone 3)
Prepared For:
Conesco Storage Systems, Inc
Seattle, WA
Prepared By:
Peter S. Higgins And Associates
Consulting Structural Engineers
1225 -F North Pacific
Glendale, CA 91202
(818) 549 -0072
Peter S. Higgins, S.E.
Job Number 1030
September 16, 1993
This Document and the design it contains is copyright by Peter S. Higgins
and Associates. It is provided as an instrument of service, and shall not
be reproduced in any fashion without written permission.
MOM
Notice to Building Departments
If this calculation is submitted for building permit approval, it shall
contain all sheets of calculations as listed in the table of contents on
the next page(s), and shalt be accompanied by all drawings listed in
Section 1. All documents shall bear appropriate seals and signatures in
ink of a contrasting color with the same Job Number Reference. The
calculation shall be signed across this block.
RECEIVED
CITY OF TUKWILA
DEC .1 7 1993
PIRMIT O NTeR
PETER S. HIGGINB AND AS8OCIA'i S
CONSULTING STRUCTURAL ENGINEERS
Project: Lenihan Distributing Co.
September 16, 1993
Job No. 1030
Sheet ii
Table of Contents
1 Reference Data 1
1.1 Documents 1
1.1.1 Drawings 1
1.1.1.1 By Peter S. Higgins and Associates 1
1.1.1.2 By Others 1
1.2 Loads 1
1.2.1 Vertical (Dead plus Live) 1
1.2.2 Seismic 1
1.2.2.1 General (1991 UBC Standard 27 -11) 1
1.2.2.2 Short Formulation 2
2 Basic Configuration 2
2.1 Components and Geometry 2
2.2 Check Beams 2
2.2.1 Design Forces 2
2.2.2 Beam Properties 3
2.3 Check Posts (Dead plus Live Loads) 3
2.3.1 Load to Post 3
2.3.2 Post Properties (net section) 3
2.4 Longitudinal Seismic 3
2.4.1 Base Shear 3
2.4.2 Design Forces 4
2.4.3 Post - Combined Stresses 4
2.4.4 Beam Connections 4
2.4.4.1 Design Forces 4
2.4.4.2 Connection Capacity 4
2.5 Transverse Seismic 4
2.5.1 Base Shear 4
2.5.2 Design Forces 5
2.5.2.1 Stability 5
2.5.2.2 Brace 5
2.5.2.2.1 Design Force 5
2.5.2.2.2 Brace Capacity 5
PETER 8. HIGGINS AND ASSOCIt,►�ES
CONSULTING STRUCTURAL ENGINEERS
Project: Lenihan Distributing Co.
September 16, 1993
Job No. 1030
Sheet 1
1 Reference Data
This calculation reviews the installation of storage racks for
structural adequacy. The sealing of drawings is for the struc-
tural review of the storage racks only. Other information is not
reviewed, nor approved.
1.1 Documents
.1.1 Drawings
1.1.1.1 By Peter S. Higgins and Associates
US -1
1.1.1.2 By Others
Conesco LEN1 (9- 14 -93)
1.2 Loads
1.2.1 Vertical. (Dead plus Live)
Loads per level = 3.0 kips
Design beams for 25% impact
1.2.2 Seismic
1.2.2.1 General (1991 UBC Standard
Where:
ZIC
V _ W
Rw
T f
Thus:
0.563W
R„ T2/3
within the range:
0.03ti✓<_V_<0.137W
Z =0.3
I =1.00
27-11)
Rw =B Longitudinal
6 Transverse
C 1.25S<2 75
T213
S <1.5 (unless lower value per-
mitted by soils report)
W =Total Load (Dead Load of rack
is usually negligible)
T may be determined by any rational method, or the
default C /Rw of 0.46 may be used.
PETER S. HIGGINS AND ASSOCIAt..8
CONSULTING STRUCTURAL ENGINEERS
Project: Lenihan Distributing Co.
September 16, 1993
Job No. 1030
Sheet 2
1.2.2.2 Short Formulation
If racks are interconnected such that 4 posts in each
direction resist lateral load, then (using code defaults
for C /Rw:
V= 0.137(DL+ Z
t 1= 0.075W
�
(since DL « LL)
This condition is usually satisfied by interconnecting
back to back rows of rack, or by tieing single rows
across the aisles.
2 Basic Configuration
2.1 Components and Geometry_
V1/
•
W =96"
a =48"
b =48"
c =48"
d =48"
val
H =192"
D =44"
1y =55"
ld =64"
Upright Type
Beam Type F20
T4125.
2.2 Check Beams
2.2.1 Design Forces
L;l✓ A/1
M (2)(8) Sin In <30
=22.5 inch kips =0.75 in3
1
PETER S. HIGGINS AND AS8OCIA'lti3
CONSULTING STRUCTURAL ENGINEERS
Project: Lenihan Distributing Co.
September 16, 1993
Job No. 1030
Sheet 3
2.2.2 Beam Properties
7/8"
r)
1
M
1.63"
0.085"
T4125
Sx =0.99 in3
Ix =2.17 in4
2.50"
2.3 Check Posts (Dead plus Live Loads)
2.3.1 Load to Post
P < Of of levels) (L)
2
=6.0 kips
2.3,2 Post Properties (net section)
22
F20
t =0.078 in
X As =0.58 in2
Sx =0.59 in3 .
rX =1.23 in
Sy =0.38 in3
ry =0.94 in
2.4 Longitudinal Seismic,.
O.R.
ly /ry =59
a /rX =39
Fa =23.0 ksi
Pa =13.3k
M=17. 7 Al k
2.4.1 Base Shear
Determine Period - Rayleigh Method - This equation has been
reviewed and approved by ICBO for use with steel storage
racks.
J 3
T> 1 1�✓L (2n2 +2n+ 1)
2300 I
Units: kips, inches, seconds
Where:
W = Load per level
L = Spacing between levels
I = Moment of inertia of
post
n = Number of levels
PETER S. HIGGINS AND ASSOCIA�.JS
CONSULTING STRUCTURAL ENGINEERS
Project: Lenihan Distributing Co.
September 16, 1993
Job No. 1030
Sheet 4
Substituting yields:
T >1.7 sec
Thus:
V <0.050W
2.4.2 Design Forces
P<6.0k; V <0.30k
M <Va- (1.3)P
< (0.30) (48) - (1.3) (6.0)
7.1 inch kips
2.4.3 Post - Combined Stresses
P M
Pa Ma
= 0.85<1.33 O•R•
2.4.4 Beam Connections
2.4.4.1 Design Forces
MconnS7•1nk
2.4.4.2 Connection Capacity
7/ 6" diam. Rivet
Va = 2.5 kips
2.5 Transverse Seismic
(fixity due to width
of base plate)
Standard Connection
Ma= (1.33)(2.5)(4) =13.3 in k
x.5.1 Base Shear
Use Simplified Method
V= 0.08W =0.96k
O.A.
PETER 8. HIGGINS AND ASSOCIL._...JB
CONSULTING STRUCTURAL ENGINEERS
Project: Lenihan Distributing Co.
September 16, 1993
Job No. 1030
Sheet 5
2.5.2 Design Forces
D
V
h'
+ P
EQ
2.5.2.1 Stability
_ Vh'
Peg-
D
h' =120 inches
Peq =2.6 kips
Note: Bracing shown is schematic - see
this section, subsection .2 for actual
geometry.
Peq�PD +L - Stable -No Uplift. Anchors provide added Factor
of Safety.
Use min. 3/8" diam. ICBO approved expan-
sion anchors.
Minimum embedment 2" into slab.
2.5.2.2 Brace
2.5.2.2.1 Design Force
Pbr <1.5k
2.5.2.2.2 Brace Capacity
" Anet -0.28 in2
0.25" r =0.3 5 in
min -
Q =1.00
14 go
L k1 Fa. Pa
(in) (ks) (k)
54 154 7.57 2.26 O.R.
O.R.
UBC Edition: 1991
Ir
Rack Storage Dimensions - Linear Feet x Height = Totals
56 8.0 448
32 14.0 448
120 10.0 1,200
. 0
.0
. 0
F7= Update, F2= Previous Line, F1= Screen Index, ESC = Cancel Update
CITY OF TUKWILA Id: ROUT130 ,Keyword: UACT User: 1677 12/17/93
Activity document routing maintenance. RACK STORAGE PERMIT
Permit No: B93 -0480 Tenant: LENIHAN DISTRIBUTING
Status: PENDING Address: 18200 SEGALE PARK DR B
Route: 1 Current Route Line: 3 of 6
Packet Units Description Station Status Received Assigned Complete
aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa aaaaaaaaaaaaaaaaaaaaaaa
Packet Units .Action Station Initials Status Received Assigned Completed
RACK 01 01 C BLDG KEN Approved 12/17/93 12/17/93 12/17/93
Priority (0 /low..9 /high): 0
Regular hours (HH.MM): .00 Overtime Hours(HH.MM):
Comments 1[EXITS O.K. ]
2[ ]
3[FIRE PLEASE REVIEW AND COMMENT ]
4[ ]
5[ ]
6( 3
7[ ]
8[ ]
10( ]
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H.R. ale .t
SUBJECT, ,`?•IOWEVER, to the right: of'Owner. and' Owner's .scecrest ors in t.ft1e, to
t :: Icicate said easement w�itn.: !. ,egale Business Park on the following: terms •
•;and ,conditions:
(l) :P.y 'such :relocation snail l perpetuate similar rights of ingress,:; egress•
',and utilities to a public ; raatdr
I .
ed .e. sement•' and 'the. physical • :surfacing ; thereon-:
(2)"' 'i�1G. 'width of said re7�t F ... r -,
m `to that of; the initia3. °, _
,be �� i.I.S'ar`., . ,._..... .. �3. :: _.y
•.letasemexi
E\MS1
DS
R (4 ROHR TRA
• �Co -t , �.
W
�aar�raaos�r�a a�oa� arneama�r'+
tvo R.Ft: LEAD TRACK EASEMENT o I __.,..... ,•.....•.L_ -. ��_-
`�� 2U' ESMT, tN FAVOR OP CHICAGO 1411.31A:UKIEES�t: RMtttt A�ii? P tC i3 PN .•
__ _ IM IN PACIF1c 8, Argo CL ECA.A•� ,AS T sxR Arm RAyigal AL_
_IL
FILE NO. 77070800 78
,\\VMS.SMWMW\-\\* MR7%.\\\MT
LEGEND
(3) The route of said'relocatted. easement > shall' afford reasonably. direct • •
access to a public road;
• *t a ee and Mortgagee's a� ee's successors : hereunder, - in • (4) �. The legal- rights of ��tn. g g g g
;and to route of said relocated easement shall be substantially, the same as
with respect:• to :the' route of the ins.tial. easement; •
(5) 'Said relocated .•ea
erent• shall-.be appropriately
d ocurented by
a sa ?
P
le-
,
mert to this A3siguiext con ainirg reyiae l iega t desori tior ;and shall
• be insured at :'the expense of Owner by . a .title. insurance. company on the same •,
basis' a s • tha ca>~ 3.g.tnal ` relocatable easement: • • ■
• •
. (6) • � The-expenses 44 such relocation`, i
ncluciin ' the construction and sur
` facin g thereof, : shall. be the sole responsibility of Owner or Owner's
successors :in title;•.
alw.MN all. aMY
SURVEYORS
1 hereb • earti! '' that this map cortecti
y -•
-reareson1Ce. survey mad by me or
• Lntilr.; m d :ts i cia41.ttis. • • • 21st�-
d � .
• PROVIDED, 17t.?W.x'tIRF:,'; that no
such > relocation 'shalt - be permitted. ifs •` in e.
opinion-of , independent reran;, estate ' appraiser (e ,A.I ) , as .se .ected •' by the
'Mortgagee- ee - the; fair market. valuer Of- the. secures property as of . the •' date ,
,,.of relaca%
fo•n of,‘ said -easement -would be reduced' by' reason:ef such"reloce
below the fair market value of ` the seeured propety •as- of the date ` of:.;
4 exeotiti.on of this Assignment, as ` rietermined by•: the , mortgagee" prior to the
; execution date hereof. •' ;T The e,xpenaea of such, appraiser shah• be paid. by . the
I essor • in tit .tt*.. :
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