HomeMy WebLinkAboutPermit B94-0174 - HOME DEPOT - DINER - WINDOWCity of Tulcwi�
(206) 431 -3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
BUILDING PERMIT
Permit No: B94 -0174
Type: B -BUILD
Category: ACOM
Address: 6810 S 180 ST
Location:
Parcel #: 362304 -9074
Zoning: CM
Type Const: N/A
Gas /Elec:
Wetlands:
Water: TUKWILA
Contractor License No.: FERGUHS370NO
Status: ISSUED
Issued: 09/27/1994
Expires: 03/26/1995
Suite:
Type of Occupancy: STORE
Slopes: Y
Sewer: TUKWILA
TENANT HOME DEPOT DINER
6810 S 180 ST, TUKWILA, WA 98188
OWNER V & S I REAL ESTATE LTD PA
3605 132N0 AVE SE STE 300, BELLEVUE WA 98006
CONTACT KATHY LOVELL Phone: 714 833 -7444
17941 FITCH ROAD, 2ND FLOOR, IRVINE, CA 92714
CONTRACTOR FERGUSON HUGH S CO. Phone: 206 767 -3810
P.O. BOX 80867, SEATTLE, WA 98108
* * * * * * * * * * * * * * * * * * * ** *******************,** * * * * * ** * * * * * * * * * * * * * * * * * * * * * * **
Permit Description:
SAWCUT WINDOW IN EXISTING CONCRETE WALL.
Units: 001
Buildings: 001
Fire Protection: N/A
UBC Edition: 1991
Front: .0
Left: .0
SETBACKS
Back: .0
Right: .0
Valuation: 5,000.00
Total Permit Fee: 123.30
******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
_cdcp,a_ td
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 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 provisions of any other state or local laws regulating
construction or the per orman e 'f work. I am authorized to sign for and
obtain this b �d g •e it.
Signature:__
Print Name:
V-AP-1414i6e-45
Date: q 2 7144-
Title:
VtL
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.
All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS
REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE
PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY,
OR TAKEN TO REGIONAL DISPOSAL FACILITIES.
CITY OF TUKWILf
Department of Coi/imunity Development — Permit Centel
6300 Southcenter Boulevard - #100, Tukwila, WA 98188
(206) 431 -3670
Building Permit Application Tracking
PLAN CHECK
NUMBER
eklU-onu
PROJECT NAME
Borr\Q Dw* Din
SUITE NO.
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.
•DEPJ4RTMEN
TE::
,t4 BUILDING -
initial review
5- 4-61 1-1
APPROVED
(ROUTED)
U.I REMENI
MME1r
CONSULTANT: Date Sent -
Date Approved -
FIRE
FIRE PROTECTION: Sprinklers (J Detectors (__) N/A
O PLANNING
INIT: -4•
INIT: YCk.
FIRE DEPT. LETTER DATED: INSPECTOR:
ZONING:
BAR/LAND USE CONDITIONS? (!Yes
REFERENCE FILE NOS.:
O PUBLIC
WORKS
A09
-7/91
INIT:
MINIMUM SETBACKS: N-
S- - E-
UTILITY PERMITS REQUIRED? (Yes (t'N
PUBLIC WORKS LETTER DATED:
O OTHER
M BUILDING -
final review
BUILDING
OFFICIAL
INIT:
TYPE OF CONSTRUCTION:
CERT. OF OCCUPANCY?
°YesNo
UBC EDITION (year):
RI
REVIEW COMPLETED
AMOUNT
OWING:
11
CONTACTED
��pc
-
I 2 L-L
DATE NOTIFIED
qy
✓c t
BY:
.,___(?)Z.
(init.)
BY.: p
2nd NOTIFICATION
krAin u (_vet \
3RD NOTIFICATIO
era :.i!4 , , . . ,
' � '�
BY :/
init.
sweFg/I�nf tt1 s W o? KGB fi•p Pc( A/ � r 7 G nisu to • /�-,f , rcv.! rS -r'Em c y
c.� D • A, Imo, - %t'((� ,V A L , \� m - F ,er3u con6t. c - a3 --1 "1 01/08/99
CITY OF TUKWILA
Department of Community Development - Building Division
6300 Southcenter Boulevard, Tukwila WA 98188
(206) 431 -3670
BUILDING.; PERMIT
APPLICATION
PLAN CHECK
NUMBER
APPLICATION ='MUST BE
FILLED OUT ''COMPLETELY
DESCRIPTION;.
AMOUNT::.
BUILDING PERMIT :FEE
PLAN .CHECK FEE' : !
BUILDING "SURCHARGE'
OTHER:
TOTAL -
SITF ADDRESS_ SUITE #
.,,81 ��. l J
VALUE OF CONSTRUCTION - $
5,ov-0, OD
PROJECT NAME NANT
-)m . PET
ASSESSOR ACCOUNT
(1b---/ 1
-
PHONE
TYPE OF • New Building U Addition Tenant Improvement
WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential)
ZIP
(commercial) U Demolition (building)
❑ Other
DESCRIBE WORK TO BE DONE: r
C).At " LtrVCQ km 4(-
C - Wa-S ._.
BUILDING USE (office, warehouse, etc.) I hi
ADDRESS ` £4( -iT6 l Pn.- (31V- Alt, . t u /nE cL _
W C'l1 iSL. h. (Sit e__, ) LQ 1 `k-A,
NATURE OF BUSINESS: L-� ""Q.
WILL THERE BE A CHANGE IN USE ? No ❑ Yes If Yes, new building requirements may need to be met. Please explain:
SQUARE FOOTAGE - Building: 14 34.•4 Tenant Space: Area of Construction: G CA3i wfnd ov,
WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE
'No ❑ Yes IF YES, EXPLAIN:
FIRE PROTECTION FEATURES: ❑ Sprinklers ❑ Automatic Fire
OR HAZARDOUS MATERIALS IN THE BUILDING?
Alarm System
PROPERTY OWNER a omp L, 'OT Ur . J1c, j
PHONE l / -75ej G CY3
ADDRESS GC( ,D, GnnTI P- FULL.I =azT)n CA _.
ZIP 9 tb l
CONTRACTOR NpNJ . c; u C : Fey.3u t,n Con .
PHONE
ADDRESS
ZIP
WA. ST. CONTRACTOR'S LICENSE #
EXP. DATE
ARCHITECT Gpap_f'1 ��t (2... .)
PHONE -114 s3.b `t .. 4_
ADDRESS ` £4( -iT6 l Pn.- (31V- Alt, . t u /nE cL _
ZIP 9 a ) (L:.
TANCAUTHORIZED::.!79::APR V : :FOR THIS.PERMIT;
BUILDING OWNER SIGNATURE
OR
AUTHORIZED
AGENT ADDRESS
ezpoT
DATE r Cdr_
PRINT NAME
CONTACT PERSON
LD\J e-�-�-
9 61- F:1-7-6,4--t. >7
PHONE' a
CITY/ZIP lain , Q-1Gjd2714
En G44, •' ejLL) PHONE74s?,37�
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 the 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.
If 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
DATE APPLICATION EXPIRES
I I- - ()L._
COMMERCIAL
NEW COMMERCIAL BUILDINGS/ADDITIONS • „
SUBMITTAL CHECKLIST
Completed building permit application (one foe each :strUctUre):,:•:',..,
. •
1:Assessor Aocount
:.Two sets (2) of .the: following
• • " •• . .
Specifications:. ..
—1 Structural:4101a Cons.
. . ' : „ . ‘ ....
• :
Soils report stamped bya•WaShington.S State ongineor
Topo grephica . . . . •:,:: .
•• • .
:Energy calciiiations..stampedby a Washingten.State.ice.:
• .
Legal description .„
Working drawings, stamped by a Washington State iicensed
architect which include:- . ..
• . .
........
COMMERCIAL TENANT IMPflOVEMENTS
Contacted buliCfing.permif
. ...,.•.,•.•„
..........
tenant)
.... Assessor Accourit Number
. . •
Two (2) set; 0! construcbon plans, which inolude
Site plan
• Locahon of tenant space
.O,erall buflding plan :;
•
Mechanical ..drawings
Elevaflons
Civil drawlngs
Landscape plan
:.•••••..:•.- -• ••-:••••:•,•:.,.::•:•:.::•::•:•••••• • . •,• . • . ..
•.:Completed.utility.permitapplication....(onelor...ertare.project)
Six (6) sets of civii drawings
‘,.
•
• .. .
• (isa of adjacent (common waH) tenant
Floor plan of proposed tenant space
• Tenant space plan with use of each room labelied
• xit doors egress patterns
.......
structure.
Qross.sections.:shOWIng:Svalliconstrubtionlind•Toth..
Structural •
catouiabons stamped by a Washington State licensed
:..enginoer maybe reqUirectif,StruCtaral.Work16:•to.be:..CIOne.::(2:.:Se)
NOTE lfany utihty work is to bo done submit soparato utlhtyporrplt
appllcatlon and plans
... • •
RACK S
Completed building permit application
• • .
. . .
:•AasesSorACcciint....NUmber
.• • .. ••••.• .• •• • ••••••:. • • •
....Two:(2):Sets......OfplanS;:whic include
• . •
.Building ••• •.
. . . . .. • . • .
/.3 E ROOF
••Entire space where racks wip:bil000ted
Exit . • .
...........
:-.:•• Dimensions of all
."" •." " •
•
Tenant space lioor, pi an • showing •rack storage. layout,::•aisleao•and.;,::::::::...
• exits
. . .
•
. .
:NOTE:. Include .dimensions of recks...(height,..,WiCth and :length
and exit ways on Pier
• .
Structurai calculations stamped by a Washington State Iicensed
engineer (rack storage 8 and ovor)
OMPi tiled building •lp.ertait*Pal.Cacort,..(9nelOr.eaCti...:StriiCtUre.
• "
.Narrative deScribing'.existingloolii.material.•beingrentoyeitkian
material being instailed
........... pnor to final inspection and s,
011 of the pormit
• •
ANTENNA/SATELLITE
CoMpleted•building permit
Assessor Account
. . .
•
Two (2).,„).t;•of plans, which inoiude ....
Site Pian (showing bultding and location 01 antenna/sateilito dish
Detalis antonna/satelllte dish and method 01 attachment
engineer may be requlred
.*** ********* ** ** ***k********* •**** ***kk*** **k* *** *** ****** ** *•k**
CITY OF TUKWII., WA TRANSMIT
** k**********' k********• k** k******* k ** ******4***** * **** * ** **• **4 ***
TRANSMIT Number: 94000507 Amount: 123.30 05/04/94 15 :55
Permit No: 894-0174 Type: O- -BUILD BUILDING PERMIT
Parcel No: 362304.9074
Site Address: 6810 S 180 ST
Payment Method: CHECK Notation: GREE:NBERG FARROW Init: L48
4k* ** * ***** *k *k ** irk ** *k*k* *. * * ** * **k *** * *•k* * *** **** *k * * * *k** *k **
Account Code
000/322.100
000/345..830
000/386.904
Description
BUILDING - NONRES
PLAN CHECK - NONReS
STATE BUILDING SURCHARGE
Total (This Payment):
Total Fees: 123.30
Total All Payments: 1.23.30
Balance: .00
Paid
72.00
46.80
4.50
123.30
GENERA 72.00
GENERA 46.80
GENERA , .. 4.50
TOTAL 123.30
CHECK( 123.30
CHANGE 0.00
1672A000 09 :12
CITY OF TUKWILA
Address: 6810 S 180 ST
Suite:
Tenant: HOME DEPOT DINER
Type B -BUILD
Parcel #: 362304 -9074
Permit No: 894 -0174
Status: ISSUED
Applied: 05/04/1994
Issued: 09/27/1994
* * ** A; *** * * ** * *A*** ** *** * *** * ** k* A ***** ** **** tit * * ** Ai Ar*** * **'A ******** ** * ** ****
Permit Conditions: �.,.., . >,
1. No changes wi 1 1 be made to th'e.'p�l ans run l ess,approved by the
r��'°. s� }+ �7W ..... Hy, �. '. ,� .
Architect and the TuF'wi a "�Buli "ding Oiu•i,s;i ',.,
2. Al 1, permits, ins pe,p'i;;;iorti recorids, an a roved` P''.,1 ns shall be
maintained' availe04ie at tl i jot: s e,prior too. the start of
any cons truct� +i or . These, d0 u` ne<n.,t5� are to �. e�i in,a inte,fira.ed
available , itai,l 4lik1C1,4n'spe'ction� approval tiii`s :g`r reed`. ,}
a;. .A l 1 con.�tr�u.c.t i of toff be `done a i:n cdrnf'd=rrinanc,ey W t:h aippr.oVe ,
plans anc req ! `iremel -Its .,of the �UtA i orm 8uiId•ing Code kt,19
Ed itiorn(, is a'tn)a,ndecd ,hey`)thenWe,.Ah•?in`. n State B'u,i1dinag C9de`
4 . Va 1 i d i ', • of Permit. * The issulance of a permit ac ap' rova 1
tans peui,fications a. ^� °om; utat on,s shall not .be'co
x ,, P � � .� °-Y
strue; to be a pe'i'mit for, or,`•,an approval of, any' K'vio'l�a.ti'on
of any of,,,,.the prr'ovision.s of this'"°cod.e, or of any other':',•:•,;tt : y{
or d l rr;a<n c;e o f, the .• f u r i s°d i s t:,i.,o rl R i No ;per m i t presuming ":„to. gi v e
authorlt.y .or viol athe..:,or - cancan the .p.r;o'k/1�.�•iaaris of this oiide
sha l 4 be :valid,. .f`; t�}'e o �i�, r ¢ r��:r.
tb sa ifs
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
PERMIT NO.
(206) 431 -3670
Project:
- �J
ype o nspect on:
(�
,,
/!� S 1
Addre F 0 six 60 x,
Date Called.
-�
----
Special structions:
Date Wanted:
ze 9 /
Requester:
Phone No.:
Approved per applicable codes. ❑ Corrections required prior to approval.
COMMENTS: •
❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid
6300 Southcenter.Blvd., Suite 100. Call to schedule reinspection.
;SGo-..t._dicai.fa dtesi ai 4x+-` 4iaai, tlata.1u t.HZUrt7kitaiteligtoaAlenVLYts1611
SPECTIONNO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
PERMIT N0. /
(206) 431-3670
"Meet:
i \a m.:e. Depot T.)inp►
ype o nspedion:
Firm.
Address: 1 „d ro co 6+
Date Called:
lI �--r
"t
Special Instructions:
- DI WI
Date Wanted:
LI q am. p.m.
po-
C._ 0-k- k n CCnecat e_
,4),30,.." CP�ermi. k �ineY
Requester:
`Tim kprawb
Phone No.:
_...) �..�_ 3,N
Approved per applicable codes.
COMMENTS: '
❑ Corrections required prior to approval.
❑ $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at
6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection.
Recept No
Date:
LANDSCAPE IRRIGATION 1594 _1'7)./. raw
(.. ( .
Permit No: PW95-0218 Issued: 03/31/1995
Status: ISSUED Approval Letter: 06/27/1995
Project: HOME DEPOT USA Expires: '02/27/1996
! Site Address: 6810 S 180 ST
Location: 6810 S 180 ST
; Parcel •: 362304-9074 Watercourse: .
Wetlands: Slopes: Y
Sewer: TUKWILA Water: TUKWILA
Contractor License No.:
i TENANT HOME DEPOT USA INC
601 S. PLACENTIA, FQ1.4:Eu.p.titk-.:1-.9...20.,-1,,,
I OWNER V Et S I REAL ESTATEDT-PA-- ----"--.-1:::,
3605 132ND AVES-TE 300y BEL L EVLIE WA !..:58•015.6,*(?:.,..„,
x:,,,r.c..., ,.. ,- :',',. '4, 4'It t' ' ' % ...i:!,•::. k , '-r:. iz,se:.:,1.1::,:. .1. 06)322-1732
F,,, cs, ., • , . .
CONSULTANT WEISMAN DESI:61',.VGROM ,e,„'?i //
2329 E mApa,()N .....1pT14.1E)41k9.84:.12
'4,:/ ' c .., ' • .,?"
, ,,,
A Ili \A.
1 CONTACT SPENCEP,MATHENVw-MAN DESIGN N., lc?, • k ••.. q ,-) — :-. .1
N. '14, £.4:' JO( Phone
4 • 41 s\.,%fo t
.4(1
2329 E/IIAC SON,*.k.SEATTLE4tWA"'9t112 '-'0 '
v0) ., , ., 4 . ....,,m 1 i,
I A. * :k :A: * * :le :h * •A: * 1, 11 :A 14 1, k*-VA: * A :A *`:,* * *3 * •.k * ;), !le 7 ..k * *** 'At * ;€ 'At 'k * * * * 'At P'kyk k* * 'Ai* * * * 'K* * *:!q *',k * * * * * *.* 'A, 'k * * 4,
l'..?xf,;0' ' ' ti\ Yk /I" „te t;i, J q
, ..!!. \ v ..
Existing Squa-te F6.6e.t:
. $4 ,
1,.1
1/4,;."
't7A,A\I.N\i
'.' ' ' '
' f'.?
4,'''''" Add i ti ona 1 Ssluare:1AFee t\,,,, IN
4 V 4
°.'.0 '
.4.:14;114\
Additional PerAlp Devciption: , -,',Y •,• V ::),
LANDSCAP1RRIGATION FOP HOMEADEPOT !--.11
. fri ., ..„ t tt ,
New SqUarfe Fqt: ,., .,-.t.-4:4 \:t",,,-,„,..
fr,.,,,,, ,.„, ,,,,,,
.,
.lio• '--0...,,,, ti?
Plan Chva eL.v.. ,
• mi .„ ,..., .1-1:52;),:(Wil'i. .': —L.',
r ,,,. \ '.1 ; 3 ..,,Lt
„•,, ,;:ilr.'11 . Pct ; t N o : ii;;40,1, /3.4A 400
Acct No:vOtiol3WtA8130
InspectAdn Fe' --rs.A.a.,:/,
TOTAL FEES.: ''',.e.f. L
' ,44
',,..,• % v t 0
., .. .0 i
t.,,rk::.9...4,:'i CI% ."' .- ''' \ ". '
/
. 00
*****4.4.**4e47kildllk40(4W***4**V11;;V**.44**1.;04**klel, q**qt**********14.9. kA****A—A
. A ' 2 ' %
/ IN,', ,
is Vv1ue ofdConstructjow-:A.I.r. 1/),
- ' "
King CountWialuatkont) .'....,,-
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,4tt. .
0 /. / , ..4 ',„ ' " N ...'" ; 14
I hereby a 5oept this q)eriiii'ti-0,94,ta g r e e ' ."0 0.1/4.errAap2q5, p 1 i c a b .1,e It e c i o w.:). of the
City of Tul*lqt ilmq)ctpa I Code. We ag r \fel t Iva the- C11:y of quW# sh41 I be
held harml tis,.s\ 1%)110111i") 1 tpr any claims arislifts(a_resLOp of:thiAs„;bro t*t.
Permi ts whi0.1\\haveno#ed bevord the e-L4 .14-- tAlb r.'d..--t-i'see141Pillt. requ4fPe
p„ic A. ' -.L• - •- -. • i'• dj, I) V •\, 1 - 4, !i, ' ' • ogi, I
re-applica,tPon:,andoeistNance of the pel.;Mit. th4;.spuah ti rit
)e .v dtkontiOe n
ditioa1
dt \
/
/ .. ., . \
• . ..
.
1 ,...,..t
4 '4.0; ■ ■ , ;4%1' ...,,
THE APPLICANT'qlp T NOWt,Y fHE/C1,T.'t INSPECTOR OF COMAENCEME,NT AND.r,COMPLETION
OF WORK AT LEA5T.:.24 HOURS Iy'ql.VANCE. T( SCHEDUEE AN r:OsPEcr4 f4/CALL
433-0179. ..-- ,...-,..,
. .. / /// ' !,..... , , .., ;: .:...:-,
,,,,
,../....
..„‘
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, ---
.4****1.4 **144 *****144*4. ***-
APPROVE FOR SSIANCE
14
Issued By:
**:* 1( *."474:7;* *,:kr,34:1(4,*;* k 14 'k 1$ * ;0( * ;9* k
Authorized Permit ,enter Signature
*.4.49 9m4.41,4****4,k9 **9 '4-k**.0,9-444**.4.4449,...**9'9 4**44.9.49.4**4*'49 ,v******.**44.9'44
hereby certify that the permit holder whose name and address appears on
this record has satisfactorily met the standards and conditions for the
project approved herein.
Final Inspection Approved:
Inspector Signature Date
1:•I T'r •O1= T!i1.:.'W'ILA
I rs,r:idre _ .: 63 110 S 380 ST Permi t No: Pit'95 -021 3
Suite:
Tenant: HONE DEPOT USA INC 'Status.: ISSUED
Type: PW -LI Applied: 06/6/1956
Parcel #: 362304 -90174 Issued: 08/31/1995
.4.4.l..4 *. *.* *. *.4.4.*.y.4.k, *.4.44,..4 t••k'4•A• :a :4•w ;y,.k *.A,.4'4 A, '4 A' :4.4.4.4'4 •4 4 4.4'4•A'.:4.4.y.i .4.4. 4.A: *.A. A..A,.4..4.k.4.4: <. *.k.l,'4 ' k 4..4,y..4
Permit Ccind i t i arl.
1 . 1 t s h a l l b e v e r+ = t i e d i n .w• .7,— .:-Vi iV;i462'!t•,17 e'.';'U t"i•'1; tt 1 e r o e r, r.• c
t11L t the 1tiridsCEi,l're ,.i•rar i,a°' D-'..r-:.^. `� t .. ^ 'zp'.` Z..., `:
i, ,2�v1 f j , �!'s• �• a ill r� p',t•t•.�„ �;1�_• ki , t �i t
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tarry Levin & Associates, Inc.
Structural Engineers
18006 Skypark Circle
Suite 205
Irvine, California 92714
(714) 833 -3970
Fax (714) 833 -3837
C O V E R S H E E T
PROJECT LOCATION: T U K1.4 L-P
APPLICABLE BUILDING CODE: UNIFORM BUILDING CODE I°\"1IEDITION
a.
NUMBER OF SHEETS:
li
RECEIVED 4 i r � �' f `, ,ti
CITY OF TUKWILA <,p -, ' c =��
tw
'"lr 1ON
_ �3�'�A�GS.4f�.
Exr- ire s U 1 - 20 - c
MAY 4 1994
PERMIT CENTER
Barry Levin & Associates, Inc.
Structural Engineers
Georgia • California • New Jersey
18006 Skypark Circle • Suite 205, Irvine • California 92714
Phone (714) 833 -3970 • Fax (714) 833 -3837
JOB NAME IoM Divtn- - tux -wAL,P
SUBJECT "c) c - o J irtN- S
SHEET NO.
JOB NO. , Z1�
.
DATE -1 ZS 1)
COMPUTED BY
G, CHECKED BY
drift at parapet
main building
front canopy
JOB NAME 1 `oM1. QOT
Barry Levin & Associates, Inc.
Structural Engineers
17880 Skvparl, Circle
Suite 265
Irvine, Ca. 92714
(714) 833 -3970
Fax (714) 833 -3837
JAM6
SHEET NO.
COMPUTED BY
CHECKED 131'
design of jamb reinforcement for opening
axial uniform dl
eccentric roof
uniform lateral load on lintel
wind
calculations
TILT-UP CONCRETE WALL PANEL STRIP DESIGN
DESCRIPTION » NEW OPENING @ PANEL
» ALONG LINE H. BETWEEN LINES 9 & 10
WALL DATA
CLEAR WALL HT.
PARAPET HEIGHT
WALL THICKNESS
REBAR SIZE
REBAR SPACING
DEPTH TO STEEL
CONCRETE WEIGHT
MAX DEFL. RATIO
26 ft
9.58 ft
8 in
5
12 in
4 in
145 pcf
150
MIN VERT STEEL : 0.0020 %
MIN HORIZ STEEL : 0.0012 %
Max. Vert. Spacing • 18.00 in
Max. Horiz.Spacing : 18.00 in
LATERAL LOADS
WIND LOAD 16.5 psf
POINT LATERAL LOAD : 560 0
...HEIGHT FROM BASE : 17 ft
...I :Seismic,2 :Wind ? , .1 w/s
UNIFORM LATERAL LOAD
PER FOOT WALL HT. : 65.25 plf
...HT TO TOP OF LOAD : 27 ft
...HT TO BOTTOM " - 3 ft
...1 :Seismic,2 :Wind ? 1 w/s
DESIGN DATA
f'c : CONCRETE : 3,500 psi
Fy : REINF. : 60,000 psi
PHI 0.82
SEISMIC ZONE
WALL : IICp
PARAPET : ZICp
EFFECTIVE LENGTH
_
J
0.225
0.225
100 in
COMBINE LL & ST ? N yin
INCLUDE PARAPET ? Y yin
% FIXITY @ BASE ---> 0
(Set to 0% for U8C methods)
VERTICAL LOADS
ROOF /FLOOR LOADS:
DEAD LOAD : 3806.88 lbs
LIVE LOAD : 9018.7 lbs
LOAD ECC. 7,5 in
ADDL, DEAD LOAD : 2488.29 lbs
" LIVE LOAD • 0 lbs
Note! These Vertical and Lateral
loads are applied over the
"effective length ".
CHOICE OF DESIGN METHOD
1991 UBC 2614(i) : Exact, Non-Iterated Enter - -?
1991 UBC 2614(i) : Iterated - ->
AC1 Method 01: Eq. 9 -7 and iterate deflections
" ' 112: Eq. 9 -7 w/ deflection @ Mn -->
Empirical Method 01: Use Icr and iterate deft. --.
" 02: Use Icr and defl. @ Mn -->
DESIGN SUMMARY Seismic
Moment Capacity: Mn = Phi -
Applied Moments: Mu @ Mid-Heigh! :
Mu @ Top of Wall :
Actual Axial Stress
Allow, Axial Stress : 0.04 f'c :
Max. As %: 0.6 * RhoBal • 0.014 .
MU -
Maximum Service Deflection
Height /Service Deflection Ratio
Maximum Bar Spacing For Parapet
547,721
512,195
170.507
31
140
vs, 0.0065
0.166
1,883
18.00
0
2 ! 0 «
3
4
5
Wind
in#
in#
in#
psi;
Dsi
in
in
in-0 547,721
in-0 322,250
in-0 126,516
psi 31
osi 140
• 0.0065
in 0.078
3,981
in 18.00
FACTORED LOAD ANALYSIS
Basic Deflection w/o P-Delta
Basic Moment w/o P-Delta
Excess over Cracking Moment
Maximum Deflection w /Factored Loads
Mu : Maximum Moment @ Convergence
....Governing ACI Equation :
SERVICE LOAD ANALYSIS
Basic Deflection w/o P-Delta
Basic Moment w/o P-Delta
Excess over Cracking Moment
Maximum Deflection w /Service Loads.
-- Seismic -- --- Wind
0.23 in 0.10 in
335,196 in-0 146,012 in-0
23,600 in-0 807 in-0
6.88 in 6.88 in
512,195 in-0 322,250 in-0
9 -2 9 -2
-- Seismic --
0.17 in
: 242,587 in-0
0 in-.11
0.17 in
- -- Wind - --
0.08 in
116,837 in-0
0 in-0
0.08 in
LOAD SUMMARY
All factored load analysis is carried ou •'ce for each ACI Eauation:
Eq. 9-21 1,40 + 1.4L + 1.4E Eq. 0.9D +/- 1.4E
Wall Weight
Vertical loads:
P-Axial
P-Wall
Total Service
E :57,000 *(f'c ".5)
n : 29,000 /Ec
Fr: 5 * (f'c ".5)
Ht / Thk Ratio -
96.7 psf W1:Wall Wt * tlCp 21.8 psf
W2:Parapet Wt* 1ICp : 21.8
Seismic Wind
755 olf Pu-Axial 793 193 Of
2,183 Pu -Wall = 2,292 2,292
2,938 olf Total Fact. = 3,085 3,085 Of
ANALYSIS VALUES
3.4E +06 psi S-gross
8.60
295,8 psi
39.0
As(eff) = ( Pu:tot + (As *Fy) ) / Fy
'a' = (As *Fy + Pu) /(.85xf'c *12)
'c': 'a' / .85
MOMENT OF INERTIA MODIFICATION FACTOR
I-gross
I-cracked
I-effective (ACI)
Phi : Capacity Reduction Factor
Mn = As(eff) * Fy * ( d - a/2 1 : 661,952 in-4
DEFAULT ACI LOAD FACTORS
M c r= S i Fr
Rho balanced
1066.7 in "3
= 315,524 in -#
= 0.024943
Seismic -- --- Wind
3,012 in "2 /ft 3.012
0,607 in 0,607
0.715 in 0,715'
1.00 1.00
4266.7 in "4 4266.7
291.7 291.7
0.0 0.0
0.82 0.82
667,952
ACI 9-1 & 9-2 DL
ACI 9-1 & 9 -2 11
ACI 9-1 & 9 -2 ST
.... Seismic : ST *
1.40 ACI 9-2 Group Factor
in "2 /ft
in
in
1.70 ACI 9-3 Dead Load Fact:
1.10 ACI 9-3 Short Term -
1.10 UBC 2625(c)4 "1,4" Factor:
UBC 2625(c)4 "0.9" Factor:
in ,.4
in-#
0.75
0.90
1.30
1.40
0.90
greenberg fabrow
raised planter at wall
sign
tilt-up wall with texture coating
stucco columns at fascia
conduits on wall utility storage
galvanized drip paint
sealant
stainless steel trim
transmittal
ferguson hugh labor and industries
elevation and section revisions
.