HomeMy WebLinkAboutPermit B93-0167 - LARRYS MARKET - STORAGE RACKSUci;2\R rinAcRiceT
City o Tukwill
(206) 431-3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
RACK STORAGE PERMIT
Permit No: B93 -0167
Type: B -RACK
Category:
Address: 3725 S 14.4 ST
Location:
Parcel #: 004000 -0115
Zoning:
Contractor License No.: NORTHWH275JF
Status: ISSUED
Issued: 05/25/1993
Expires: 11/21/1993
TENANT LARRYS MARKET
3725 S 144 ST, TUKWILA, WA 98188
OWNER SUPERMARKET DEV. CORP. Phone: (206)000 -0000
10700 MERIDIAN AV N, #406, SEATTLE WA 98133
CONTACT ROB MALINOWSKI Phone: 206 255 -0500
838 SENECA AV SW, RENTON, WA= ..9805
CONTRACTOR NORTH WEST HANDLING ,SYSTEMS INC
Phone: 206 255 -0500
838 SENECA,,AV; SW, RENTON, WA ;;98055
* * * * * * * * * * * * * * * * * * *; **.*:**************** * *'. * *•k * ** * * * ** * **: *_ *. * * ** * * * * * * * * * * * **
Permit Descriptio.u'''
Rack Storage.
UBC Edition ,r ,1991 ;: �� 4 ,
Valuati'on .= {'12,{.450 00'' ,, Tot;a1�'P,ermit,Fee:
Pr e
** * * * ** f it' * * *V* tit******* : *lr */ * *, ** *,* * * *k * *)it: * * * *, c * * * * * * ** * * * ** ** * *k *�iik ** * **
Permit Center Authorized Signature :. • {
I hereby cer ify that `I; have read an&-examined '.this permit and Know the
same to be'`iter�ue and,: corr'e.ct. All prravisiOon,s y of ...law.r> and or, dinance;s
governing th;is?;,�work wi l,l be complied-With, whether- specified her,ein or not.
14 .31 , i
The .grant.ing of < <•rhthis per;,mit does° not..pre.sume° •to give .+,authority "r to violate
or cancel the.pr.ov„isions of any other state or local laws r egulating
construction or the tp4,erformance of gwork °; j'`I. am authorizeid..t'o sign for and
obtain this buildin <petrmit.
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.
CITY OF TUKWI
Department of Co nunity Development — Permit Cent
6300 Southcenter Boulevard - #100, Tukwila, WA 98188
(206) 431 -3670
Building Permit Application Tracking
PLAN CHECK
NUMBER
o (07
PROJECT NAME
(1/7fiiim,wf--
SITE ADDRESS 3 ri as i I
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 anytime.
• 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.
PARTMEIE
UIREMEN'
BUILDING -
initial review
71.FIRE
O PLANNING
O PUBLIC
WORKS
INI
(RQUTED)
•2 l
CONSULTANT:
Date Sent
Date Approved -
FIRE PROTECTION:
Sprinklers
U Detectors N/A
FIRE DEPT. LETTER DATED:
ZONING:
REFERENCE FILE NOS.:
C- INSPECTOR:
/2--
BARJLAND USE CONDITIONS? ( )Yes U No
MINIMUM SETBACKS: N-
S- E-
UTILITY PERMITS REQUIRED?
PUBLIC WORKS LETTER DATED:
Yes N
0 OTHER
INIT:
BUILDING -
final review
BUILDING
OFFICIAL
517( (63
INIT: G
Wc6
INIT:
TYPE OF CONSTRUCTION:
CERT. OF OCCUPANCY?
[)Yes J No
UBC EDITION (year):
( Cl 1
REVIEW COMPLETED
AMOUNT
OWING:
.. ��
CONTACTED
�s__
DATE NOTIFIED
S a,1 CO
V
BY:
(init.)
BY:
(init)
BY:
(init.)
"--di3
2nd NOTIFICATION
3RD NOTIFICATION
01/08193
CITY OF TUKWILA
Department of Community Development - Building Division
6300 Southcenter Boulevard, Jukwila WA, 9¢88
(206) 431 -3670
BUILDIN PERMIT
APPLICATION
PLAN CHECK
NUMBER
DESCRIPTION`':`
BUILDING :PERMIT FEE:. ::
PLAN:CHECKFEE
BUILDING SURCHARGE:_::: .
OTHER:<:::;.>
TOTAL
SITE ADDRESS SUITE #
3725 144th St. Tukwila 98128
VALUE OF CONSTRUCTION - $
$12,450.00
PROJECT NAME/TENANT
Larry's Markets #1
ASSESSOR ACCOUNT #
004000 -0115
(commercial) Li Demolition (building)
0 Other
TYPE OF 0 New Building U Addition 0 Tenant Improvement
WORK: g Rack Storage 0 Reroof ❑ Remodel (residential)
DESCRIBE WORK TO BE DONE:
Installation of storage racks
BUILDING USE (office, warehouse, etc.)
Grocery supermarket
NATURE OF BUSINESS: Grocery
WILL THERE BE A CHANGE IN USE? g No 0 Yes If Yes, new building requirements may need to be met. Please explain:
SQUARE FOOTAGE - Building: 56, 355 Tenant Space: 56, 355 Area of Construction: 1965
WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING?
0 No 0 Yes IF YES, EXPLAIN:
PROPERTY OWNER Supermarket Development Corporation
PHONE 365
-9190
ZIP 98133
ADDRESS 10700 Me r i c i an Ave. N. Suite 406 Seattle WA
CONTRACTOR North West Handling Systems, Inc.
PHONE 255-0500
ADDRESS 838 Seneca Ave. SW. Renton, WA
ZIP 98055
WA. ST. CONTRACTOR'S LICENSE # 223- 02N0-RT- 11W- H275JF
EXP.DATE 12/93
ARCHITECT NA
PHONE
ADDRESS
ZIP
I HEREBY;:CERTIFY.`.THAT 1 .HAVE;.READ :AND :EXAMINED TH15 APPLICATION ;AND KM
BE TRUE :AND:::CORRECT, .AND::1:.'AM AUTHOI IZED;.TO.; AP..PI Y F.OR ,THIS;'P.ERMIT
BUILDING OWNER SIGNATJCE
OR PRINT NAME
AUTHORIZED
AGENT ADDRESS 838 Seneca Ave. SW.
Rob Malinowski
PHONE 255-0500
CITY/ZIP Renton 98055
CONTACT PERSON Rob Ma 1 i nowsk i PHONE 255-0500
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 fornew 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 Uniforrn 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
APPLICATION EXPIRES
WOW
SUBMITTAL CHECKS-ST
COMMERCIAL
NEW COMMERCIAL BUILDINGS/ADDITIONS' ,•
• ; •
n Completed building parrnit applicaton (ono [] Assossor Account Number
• )
.• .
Two sots (2) of the following.
Specifications
Structural calculations stamped by a Washington State hcensed
{j Soils report stampad by a:Washingian':Stafe
1-.900graphiCal:surVey::•,..• : ••••
nergy CalCulations,"stamacid by a:Wathington:Btate:liaanSed
.,..:;•::-::engineer or architect :
L.1.•
Legal deScription
/ Working :drawings ;:43fTipqd by a was hing toin State
architect, which include:
• "
• Site plan
Archtectural drawings
•
Mechanical drawings'
Elevations
• • ...•
• Civil 'draWingS•:' :• •
Landsoape plan
Completed!utilitY PerMit:agplicationjone":tereniire
Of civil drawings
'• NOTE:: .cie!--.tiiilitperri,#:Oppll6etion..and checklist
submittal redirernenL, .iJi
L I
x
MOM
.................. ...
COMMERCIAL each structure or
;•,.::• • • •
.... ... •
. .
I or's
. .
•
Two (2) sets of construction pfans which inciude
0 Existing and proposed parking
Overall .. ..... . ...... • nt.10?E.-.- nt•-■
dimensions ••••of Floor plan of proposed tanant space
Tenant space plan whh usa of aach room laboiled
• Exit doors of
Cross sections showing wall
egress.• • .• . ..
• Now walis, existing ''''''''''''''''''''''''''''''''''''''''''''' or • :
t1
' • ' ,; '
: • •
TE•••'...:ff any: utility, work
end:
1 •:ici•••bi••::
.77
• . .
fck•ea.C.h'.:;4•tia,Citire) '
; ;••;•••• • •••••• •„:•••.••'::••••:$••••••••:. '
•
• • " " „ „
Completed buildmg..permtt
Ca required Na
L. ::/,SsesierAcCou.ni" Nurnber:-..
•• .••
, .. • . rraivedescnblngexistjng roof material b
Two (2)•spts ,.„ •
.• ...•• •• • • •,
• • Bu)ding :floe( planl•ebo`,^lirig :. •:::,.... :.....,..i....,...,: ............„....,...,...,.. .„,...,...„......,,. .... „ _
. . • • :: • .".. - ..-.....•:-..... ::.....••• • ••••••.•,•:.• •••••.• • ...•.:•:,,.•...:.• ...•.....,......,.....,......,,,:::::.:„..,........„., : .........:., .,.......„.,.........:;.;;,,,
•• - .:". • • .: , .• .... •... .„....• .„ . . .
• ,,' „ ..... , • • . • • • • . • ' • .• .. ... .. ..• ..• • •.- . ,
. '• •• • , • • , ,'• , • • - .y. - ,, ..,... . ,, , , , „•,,„ .... . , . . ... .... 1 COMpleted.bUildirig•:porrnit apafIca.fi::.
..::•.:,!:Entire space.where rackswill..be.:locatod :::::„.-:•::-::-,-;:::..::: , . . ...
•:•;••••." •:•.:.••-•••.:./:--.::•:-•••• •:::::-. •:''• ' ••• '' ....y.f••••::••:"......:::,....,.:•...••
• :••:".•
Exit - :-::::.:':.•! doors
Dimensions Dimensions o:::, •;:f : a:•.11 a'' i•:. :sles: ::::: 1•: :::::;:..:•:::.:::;:::.;r:•::,::.:,:',...:..:'.-:•-.• ,•::;.•:.:; '''';'' : ' ,:. ;;'.'.:.."•:.:.:„ •:..•:.'•:. ::::.- ,.:::.:-.:•': :•.•:..:::, ..... . ,
( Assessor Account Nu mber.:::::;:;:::: :•,:i:.:::,::; -..-........ '
• . •:: ••::-.-.::, • ,..-,••••.-:.:.;,.......;;;..:,.„,....„....,::::•:.„,..„:,,,,.....:...... ,:„.:..,.,.. ,
.':'''''•••::•:.:', -;-:•:;::::::•:::-',.:'-..,.-.••:.',"•-• :::-••••'...." -;.•••••••••,::::::::::::.:"......-
.TWO:(2).sets..of;pienS,.whiphsinPlude•:::„..::::;:•;,.....:•;:•;.:.:
.• •
Tenant space floor plan showing rack...Stotage: lajlOtit;•aiSle -and ..... .... ... ..........„.. . ......„ ....,....,„
-• - • • ---•••• • ...- . • • .. •-._ ... ........-...................
.:!'"::.:-i
• • . • ... . ....:,::, .....„..............,....„ .„.......„.....:..,.....,:......:..............•:•.,.
- • '''-': " - .: ••• • ' '• ',' ',...:•."' '',,,• ..:. •• ,•,•••• ••• •.....'....,....•. . •...,.,. •.,...• , . • .. . . . .. . ... ... .............. . .. .... .. .„.. . . . . .
1 1,,:::,:::::::.,,::::::::::,::::::,,,..:::::.:..,:::,...:,....:::.::..,::::.:::„:::::::.:::.,..-:::::,;::,::::::..,,,,,::::.:.:::::::::,......•:,,,,,:.:.,...::..:::::::,,,::.:..:.......:.,.:..:,....
::Slici:PlarilhOWing .building:and.locatiun Of.entenna/satellite:dis.
: ' - ''': • - •• '''' '.:::' .: •• .• - ::' •-'-• • ''.":::-•-• • --:::•::.:•::::".,•,:,,.-....:::::::....;.••::::.:.••::...--:.•,:::•,-,..:
NOTE:•,'IriClede:Viinetirsionsotracks :(lieigli,ii*.d.th.:.erig .liong!.l.));;;.eisleS..::,•,
. .. , .. .. ,... .
•.•
and exit 'iyoys on piarr,•.:::±::,..:-.?::: :•.i.:::::::::,.:,:.-,.::.::::-::0.e.:,;::--;:. ,:._:::.,N..'...:::::;':-.ii...;.-.i.:-.......:-.., • : DOiailst.aiennalS#1,1116:-distf<.arid . method:•:0Vattachmont.*:-...]:....----.--:-
4Stivctiiral.•calculqtionsstarnped by:kWaShingten';Btatlicense■:.1.::;.:::'.: :StrUctiiial:CalcUlatienaiternped":by:;*4•0-iii;gioh:!..•pic.,906...:,.....
:•:.,.....,..:: engin6er'(raCk:StOrege'B.,;:and 9■,0),::'-•;.:::,::::::::',:':.:::::::'::...:::::::•:•:'!:.;:;,.:i1::::::::.'.::,":...;::....,,::::..::...:.. ..:eingirieer..nayibei.,raCjiiired.•::::;•:::::..:.;:::::::',:::::;::::::::"..-::•:::::V.::::,:::•["::',..,;•:::::::'•::':-•'•'.'"':::'.:::::::::::'',:',....:',••••:.::..,:•::.;,,
'''''•'•;•••:•••:•••:::.•:"..-:..":"'":•.•.":.".•::•":::•"..';':".';';':':::::::-:::::::•••:".::-::::::::::•:.::::: ' •".•:.. •' - • ' '
RESIDENTIAL
. . .. ..
NEW SINGLE
„....,. . ;
LI
Completed building perrnitapplication;(ona: for eacb:"StrUcture),.•!..:!•;,..,,...:,
•.• •
• -.."
. .
•• L I de • • 'of on" '''•••• • •
I I
AsseSSO.r.,Acto.ur.it
„y. •
Fi Two sets (2) of working drawings whlch
(on
Fdtindatiokblan•
•
Floor • •
Roof pian
•
Buliding cross section
••••••••
2.:"•••••••,••'': :1. •:,stwcraJframing
Washington State Energy Gode data
. . .
... ...
,00rnploted Utility.
Six (6) sets of sito plans showing utiiities
.. .;
uWiry pertnItlepplIcalicin and chekJist for spolfic
Addnsonal ••••
topographical and soils in forma tion•.rnpy be required if dr7l9ue.,,,,,
• site conditions • • :••••••:;• ••"
I tod.bUilding:peimIt:eablicallen:•(Ono,for:eachietructure
Twa (2) sots of working .• •
• •
• • drawigs, whicii
' :"
•
Fioorplan
Roaf plan
Butiding cross '''''''''''''''''
Structural framirig pans
• '
2.1.g.:-://;.arikiitifii,ik'Weiieie:tritie, :done. iOWdes>uitlityhermrt:pppliebtion
sUbtri
• ' „,.
' CITY OF .11KW:ILF6 TRANSMrT
.,.
******44,,*****************4,*****************.#*************'.A.******
TRANSMIT Number I300061 'Amount: , 58.10'05/25/9S 1446
Oermft,:No:1,"89,3H0167 Type: B-RACK , RACIL STORAGE.: PERMIT
Prce Ncu - 0040007011 5" • . '09/25/93
Si:te:Addre.set"..3,725'.$ '.144, ST • , •
Payment Method: :CHECK ::iNatation: •NORTH,WEST HANDLI Init SLB .
kit:kfr**#**.A.*Iis********iciritikt******Ak*****:*
ACPOtirlt Cade Detcriptiart Paid
000/322 100 'BUILDING. NONRES 53.60
000/386:.204 " . • STATE BUILDING .SURCHARGE .4.50
Total (This Payment)
•'-'.._.. . , ........ .., ., . . ..
• .., :- ••Iotitt-Fee'f'4'a .. ' , 58,..1.!;) -••
::-Total r All liayinen's , ' .58..10.:,.
-• .• • - ..H• Balancev. . -.00: i •.•
GENERA 53.60
GENERA 4.50
TOTAL 58.10.
CHEM< 58.10
CHANGE 0.00
0989A000 14:55
CITY OF TUKWIL
Address: 3725 S 144 ST
Tenant .LARRYS MARKET
Type: B -RACK
Parcel #: 004000 -0115
Permit No: B93 -0167
Status: ISSUED
Applied: 05/10/1993
Issued:. 05/25/1993
*** k************.**** �Ir*• k************ ** **** ** **•k* * *** * *k ** * * * **'k * ** **•kk* *•k **
Permit Conditions: _.
1. No changes will be made. to ..plar I. } ui1,ess ..approved by the
Architect and the Tu w1a1-a-tBiii'1d1n Divirysio,j� ;.
2 All permits, i ns� pp e�c 1ofi' recor�ds�, and, approved..41�.ansY shall be
maintained avat `b�l e eta the ! s1te spri or" to the start of
any construe a ' These d'ocur' e'h:trs. are., to iyire ma i nta::ned
available u ti f,4nat ',04.nspection,a.pproval Is itjgranted 6441
�+� j� s� f }3 "r afr
arch.itec,t�ror eng`ine'er shell notify the. Tukw11a Buli;di;ng
p• Vic. az r !r 9., ,s
'Divisioj� .pf appointment of the, \ :irisp,ection agencies prior
the first build ing,,,l'nspe�•tii.on. • Cap °i`;.s of all s'peeckl "\
inspe4`. 'on, reports' shall�e'4's bmiti te'''a to the Bui1,,ding V)
Divis�i 111111,4a timely manner. `R�e,po'rts shall contain. addre °ss�''
:project na•me`' per:�rmit number a, .d`'type•, ,of inspection 'be1'" ",,0
per U'ilmed « ..w,..�.. r� :''.. °'
w Ott .s fit
4... The e'ecla�lt'atin;spector: shai 1 s�ubmit,Ja': 1`nelt...signed report •
t-- Y. ( t ri' ,+„ , 44v -r,.
sta '3 g • whether t e_ work. rep i rii- g� spec al„. :•.i',nspection ways, ,
to th;e best of �tfie•,�, :inspecto "rs khdwle'dge';, in;confor�man'cat 'lt:
appt? rued plans and spec.�i f�i dii' l on 'an ,the applicable : too .,
mansh'i p prt3`v i ski ons of ,,,thew tJBC:. `'+h ; .'.:,.,,/ we.t s,,, 0
A11, tric,tr ra1,, welding�'``s�hall be\don,e by�aW ;A: B.. 0. certified
wet der and special inspected (S`e,c.F 306,: �:.(a ,.- 5,.;UBC) ,
. :A11 nsRtru+ tion t;o be done in. c ,formancre•. ..with approved, „xo;
9 conformance
".,r, �B° i.d_ n Code: (199�;1�
p :leis :c +'�nd,�:��,°,� ui'rements: of the 'Unifgr , ,u l g
EditVgii) as atnended ,by :the Washingto /tt�at;.e 13uildi0,ig. C,ode',
Un i f,o m Mactia`h i cal Code. (199.1 Ed j't i,on) , tian s1"4'44,0,46.1 ngton S`,tat
• Energ� 'ode (1991 S +econd Edition) .. _`�,, +t iy �
Val idit} of Permit. ,';The issuan � , of: a Pe'rn ►�i oo ° approval
plans, �e'cif.icas eons °end :computat:ions,''shaltl,not' tbey�.•con
a � ,�?Cy 4r 4! ixw t p?
strued . ta� +,, a pe , ,emit for , or .an approvia(46'f , any a; ola�tlq.n
of any of {e:�,provtsions . of thifs .cod'er o.' of. any .oth`er�/ i7
ordinance o om' e jurisdiction. No pey'mit presuming,,' give
autharity or V olate or can cye1 tth ;provisions of'th s�"code
sha11 1.)0' valid., `� hr `�f`tj) {$ ` °f <�""� +?'
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
°/07
PERMIT N0.
(206) 431 -3670
• r• : r ;
S .�
ype o nspect n: 124.c.k.s
Address: A
Date Called:
6 „.Z ' G3
Special Instructions;
Date Wanted:
Ca p.m.
Requester:
�,
/�
Phone No.:
Approved per applIcable'codes.
COMMENTS:
❑ Corrections required prior to approval.
4-f1-- 0i.1 l:r tic' g 1 6F9 E : F
Inspector:
❑ $30.04 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at
6300 Southcenter Blvd., Suite 100. Cali to schedulereinspection.
M
5E11
1.L
INC.
MATERIAL HANDLING ENGINEERING
CONTRACTORS LICENSE NO. 432725
TEL: (818) 962 -1162
FAX: (818) 962 -1279
'i51.04■4r:'
SEISMIC ANALYSIS
OF
STORAGE RACKS
FOR
3725 144TH ST.
TUKWILA, WA 98128.
04 -23 -1993
#93 -220
EXPIRES
' /Z-
SAL E. FATEEN
California 91706
LIE1 Z C
11E
INC.
MATERIAL HANDLING ENGINEERING
(818) 962 -1162 • FAX: (818) 962 -1279
PROJECT
FOR
LALY'S MARKETS
NORTHWEST HANDLING
SHEET NO. 2 OF 1 7
CALCULATED BY ART DATE 04-23-1993
TABLE OF CONTENTS
DESCRIPTION PAGE #
COVER SHEET 1
TABLE OF CONTENTS 2
SCOPE 2
PARAMETERS 3
CONFIGURATIONS 4 - 5
COMPONENTS & SPECS. 6- 8
LOADS AND DISTRIBUTION 9
LONGITUDINAL ANALYSIS 10
COLUMN 11
BEAM 12
BEAM TO COLUMN 13
BRACING 14
OVERTURNING 15
BASE PLATE 16
SLAB & SOIL 17
SCOPE:
THIS ANALYSIS OF THE STORAGE SYSTEM IS TO DETERMINE ITS COMPLIANCE WITH
THE APPROPRIATE BUILDING CODES WITH RESPECT TO STATIC AND SEISMIC FORCES.
THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY,
WITHOUT ANY FIELD WELDING.
14180.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91708 • CONT'R. LIC. NO. 432725
INC.
MATERIAL HANDLING ENGINEERING
(818) 962 -1162 • FAX: (818) 962 -1279
PROJECT
FOR
LA., 4Y'S MARKETS
NORTHWEST HANDLING
SHEET NO. 3 OF 1 7
CALCULATED BY ART DATE 04- 23"1993
PARAMETERS:
STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH
DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN
ANY ADJACENT BAYS.
THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYZED IN BOTH
LONGITUDINAL AND TRANSVERSE DIRECTION.
STABILITY LONGITUDINALLY IS DEPENDANT ON BEAM TO COLUMN MOMENT,
WHILE THE BRACING ACT TRANSVERSELY.
1. COLUMN.
2. BEAM.
3. BEAM TO COLUMN.
4. BASE PLATE.
5. HORIZONTAL BRACING.
6. DIAGONAL BRACING.
7. BACK CONNECTOR..
TAIIBUJTARY AREA
LONGITUDINAL
TOP VIEW
14180 -1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91708 • CONT'R. LIC. NO. 432725
,
INC.
MATERIAL HANDLING ENGINEERING
(818) 962 -1162 • FAX: (818) 962 -1279
CONFIGURATIONS
120"
PROJECT
FOR NORTHWEST HANDLING
LA. iY'S MARKETS
SHEET NO. 4 OF
ART
17
CALCULATED BY DATE -23-1993
TYPE 1
2,200 Ib.
2,200 Ib.
EO•
Y F0"
96" -1' 44 "4#
TYPE 2
2,200 Ib.
120"
4
40•
2,200 Ib.
2,200 Ib.
96" - --21'
.1` 44"
14180-1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91708 • CONT'R. LIC. NO, 432725
ii a
INC.
MATERIAL HANDLING ENGINEERING
(818) 962 -1162 • FAX: (818) 962 -1279
CONFIGURATIONS
PROJECT LAI ^S MARKETS
FOR NORTHWEST HANDLING
SHEET NO. 5 OF 17
CALCULATED BY
ART
DATE 04-23-1993
TYPE 3
2,200 Ib.
20"
V
13*
120"
0"
2,200 Ib.
2,200 lb.
2,200 lb.
50"
96" - 44"
14180.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'FLI LIC. NO 432725
EE:IZL1f
INC.
MATERIAL HANDLING ENGINEERING
(818) 962 -1162 • FAX: (818) 962 -1279
PROJECT
FOR
SHEET NO. 6 OF 1 7
ART 04 -23 -1993
CALCULATED BY DATE
LAk, ('S MARKETS
NORTHWEST HANDLING
TYPE 1
SPECIFICATION
- MAIN STEEL 50000 PSI
- BASE PLATE STEEL 36000 PSI
- ANCHOR - WEDGE TYPE 1/2 x 2 -1/4 MIN. EMB
- FLOOR SLAB 4" X 2000 PSI. REINFORCED 120"
- SOIL BEARING PRESSURE 1000 PSF
- SEISMIC ZONE 3.
- TYPE = SINGLE ROW UNITS.
- BASE SHEAR FORMULA = ZIC(wLL +wDL) /Rw
SECTION
AXIAL FORCE
2,200 Ib.
2,200 Ib.
562#
70#
MOMENT
�f`-- 96"
Iu = 96"
BEAM MOMENT
44 "-711
1 2,300 Ib. 1,186 in.ib. 7,020 in.Ib. <- standard conn.
2 1,150 Ib. 8,855 In.lb. 6,428 in.Ib. <- standard conn.
TYPE 1 DESIGN LOAD = 2200#
BASE PLATE
COLUMN
BEAM
f
8 X 5 X .375
Mbase = 1185 in.lb.
1
COLUMN
3X3X14GA.
STRESS =0.47
4 x 2 -3/4 x 14 ga.
MAX LOAD /LEVEL = 4,912 Ib.
BEAM IS O.K.
d
OVERTURNING
BRACING
SLAB & SOIL
1
ANCHOR STRESS =0.11
# OF ANCHORS = 2
HORIZONTAL 1
1 1/2 x 1 x 13ga
STRESS = 0.18
DIAGONAL 1
1 1/2 x 1 x 13ga
STRESS = 0.63
PUNCT. STRESS = 0,46
BENDING STRESS =0.45
d
14180.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725
„kin MARKETS
L... E:17,111t. PROJECT FOR � 7 17
INC. SHEET NO. OF
MATERIAL HANDLING ENGINEERING CALCULATED BY DATE 04 -23 -1993
(818) 962 -1162 • FAX: (818) 962 -1279
TYPE 2
SPECIFICATION
- MAIN STEEL
- BASE PLATE STEEL
50000 PSI
36000 PSI
40'
- ANCHOR - WEDGE TYPE 1/2 x 2 -1/4 MIN. EMB =..
- FLOOR SLAB 4" X 2000 PSI. REINFORCED 120" 0'
- SOIL BEARING PRESSURE 1000 PSF
• SEISMIC ZONE 3.
- TYPE = SINGLE ROW UNITS.
- BASE SHEAR FORMULA = ZIC(wLL +wDL) /Rw
SECTION
AXIAL FORCE
MOMENT
2,200 Ib. 355
2,200 Ib.
2,200 Ib.
2371T
—P
96" —4
Iu = 96"
BEAM MOMENT
• 4=4#
316#
158#
-!
44" -7t"
1 3,450 Ib. 6,760 in.lb. 8,345 in.lb. <- standard conn.
2 2,300 Ib. 5,930 in.lb. 6,744 in.lb. <- standard conn.
3 1,150 Ib. 3,558 in.lb. 3,779 In.Ib. <- standard conn.
TYPE 2 DESIGN LOAD = 2200#
BASE PLATE
COLUMN
BEAM
f
8 X 5 X .375
Mbase = 6759 in.lb.
f
COLUMN
3X3X14GA.
STRESS =0.47
4 x 2 -3/4 x 14 ga.
MAX LOAD /LEVEL = 4,912 Ib.
BEAM IS O.K.
f
OVERTURNING
BRACING
SLAB & SOIL
/
ANCHOR STRESS = 0.16
# OF ANCHORS = 2
HORIZONTAL f
1 1/2 x 1 x 13ga
STRESS = 0.26
DIAGONAL /
1 1/2 x 1 x 13ga
STRESS = 0.95
PUNCT. STRESS = 0.72
BENDING STRESS =0.90
/
14180 -1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725
5 Ell
INC.
MATERIAL HANDLING ENGINEERING
(818) 962 -1162 • FAX: (818) 962 -1279
PROJECT NORTHWEST HANDLING
FOR
SHEET NO 8 OF
04 -23 -1993
CALCULATED BY DATE
LAcuiY'S MARKETS
ART
17
TYPE 3
PE IFICATIQN
- MAIN STEEL
- BASE PLATE STEEL
50000 PSI
36000 PSI
- ANCHOR - WEDGE TYPE 1/2 x 2 -1/4 MIN. EMB =, 1:)"
- FLOOR SLAB 4" X 2000 PSI. REINFORCED 120"
- SOIL BEARING PRESSURE 1000 PSF
- SEISMIC ZONE 3.
- TYPE = SINGLE ROW UNITS.
- BASE SHEAR FORMULA = ZIC(wLL+wDL)/Rw
SECTION
AXIAL FORCE
20•
:0•
2,200 Ib. 367#
2,200 lb.
2,200 Ib.
2,200 Ib.
275#
18▪ 3#
9▪ 1# •
367#
244#
1▪ 22#
MOMENT
4"--- 96"
Iu = 96"
BEAM MOMENT
44" 4
1 4,450 lb. 6,425 in.ib. 8,310 in.Ib. <- standard conn.
2 3,338 Ib. 6,195 In.Ib. 7,507 in.Ib. <- standard conn.
3 2,225 lb. 4,819 In.Ib. 5,786 in.ib. <- standard conn.
4 1,112 Ib. 2,753 In.ib. 3,377 1n.lb. <- standard conn.
TYPE 3 DESIGN LOAD = 2200#
BASE PLATE
COLUMN
BEAM
1
8 X 5 X .375
Mbase = 6424 in.Ib.
f
COLUMN
3X3X14GA.
STRESS =0.51
4 x 2 -3/4 x 14 ga.
MAX LOAD /LEVEL = 4,912 Ib.
BEAM IS O.K.
f
OVERTURNING
BRACING
SLAB & SOIL
1.
ANCHOR STRESS = 0.20
# OF ANCHORS = 2
HORIZONTAL /
1 1/2 x 1 x 13ga
STRESS = 0.34
DIAGONAL /
1 1/2 x 1 x 13ga
STRESS = 1.22
PUNCT. STRESS = 0.91
BENDING STRESS =1.28
/
14100.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725
INC.
MATERIAL HANDLING ENGINEERING
(818) 962 -1162 • FAX: (818) 962 -1279
PROJECT
LA,4Y'S MARKETS
FOR NORTHWEST HANDLING
SHEET NO. 9 OF
CALCULATED BY ART DATE 04-23-1993
17
LOADS & DISTRIBUTION :TYPE 3
LIVE LOAD PER SHELF (BASED ON CLIENT SUPPLIED DATA) = wLL.
DEAD LOAD PER SHELF = wDL.
SEISMIC SHEAR BASED ON STD 27 -11 OF THE 1991 UBC = V.
WHERE V =ZIC[wDL•+wLL] /Rw
SEISMIC ZONE = 3
Z =.3
I =1
C =2.75
Rw (LONGITUDINAL) = 8
Rw (TRANSVERSE) = 6
wDL = 100 Ib,
INTERCONNECTED UNITS.
LONGITUDINAL DIRECTION
Vlong =.3* 1 * 2.75 * (8800 +400)/8.
Vlong = 949 Ib.
Fi = V Whi /EWh
TRANSVERSE DIRECTION
Viong =.3* 1 * 2.75 * ( 8800 + 400 ) / 6
Vtrans = 1,265 Ib.
Fi = V Whi /EWh
TOTAL FRAME LOAD = 9,200 1b,
120"
0"
4
2,200 Ib. 379#
2,200 Ib.
3
2,200 Ib.
2
2,200 lb.
1
244#
.489#
♦94#
.1--- 96" = --•71'
Iu = 96"
M
50•
_ 506
379#
253#
♦126#
44 "-4,
14180.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725
L■J %I
INC.
MATERIAL HANDLING ENGINEERING
(818) 962 -1162 • FAX: (818) 962 -1279
PROJECT LL -W'S MARKETS
FOR NORTHWEST HANDLING
SHEET NO. 1 0 OF 1 7
CALCULATED BY ART DATE 04-23-1993
LONGITUDINAL ANALYSIS :TYPE 3
THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE
COLUMNS ASSUMED AT MID - HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE
THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR
CLOSER TO THE BASE.(OR AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT
CARRY MOMENT).
Vlong = 2 * Vcol = 949 Ib.
Vcol = 474 Ib.
F1 = 47 Ib.
F 2 = 95 Ib.
F3= 142 Ib.
F4= 190 Ib.
BASE PROVIDE PARTIAL FIXITY. SEE BASE PLATE SHT.
Mbase = 6641 In.ib.
Mupper + Mlower = Mconn'R' + Mconn'L'
Mconn'R' = Mconn'L'
Mconn * 2 = Mupper + Mlower
Mconn = [Mupper + Mlower] /2
RESULTING FORCES ON COLUMN
SECTION AXIAL LOAD 1020,_ ' Mconn
1 4600 6641
2 3450 6404 8522
3 2300 4980 7692.
4 1150 2846 5913
F1
30 In.
Beam to
Col. Conn.
30 In. - h= 9R in. 1 CoL to slab.
("1L- "7-9
Mlavtr
v
Meatus "It"
B BLAB
14180.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91708 • CONT'R. LIC, NO. 432725
INC.
MATERIAL HANDLING ENGINEERING
(818) 962 -1162 • FAX: (818) 962 -1279
PROJECT LA U Y'S MARKETS
FOR
SHEET NO. 11 OF
CALCULATED BY ART DATE 04-23-1993
NORTHWEST HANDLING
17
COLUMN ANALYSIS :TYPE 3
COLUMN IS ANALYZED PER AISI COLD- FORMED STEEL DESIGN MANUAL.
Pmax = 4,600 Ib. Mmax = 6,641 in.ib.
Kxlx/rx = 1.2 * 28 / 1.317 = 2 5.5
Kyly /ry = .8 * 50 / 1.096 = 3 6.5 <- GOVERNS
Cc = (2702E /Fy) ^.5
= 107.0
SINCE Ki/r <= Cc,
Fa = .522Fy .- [(kI /r *Fy)/1494] ^2
= 24,608 psi.
fa = Pmax /Area
= 6,897 psi.
fb = Mmax/Sx
= 8,614 psi.
fa/Fa = 0.28 >.15
F'e 127r ^2E /23(Kx1x /rx) ^2
F'e = 229,426 psi.
Fb = .6 *Fy = 30,000 psi.
Cm *fb /Fb[1- fa /F'e] = 0.25
COMBINED STRESS = 0.53
A
SECTION PROPERTIES
A = 3„ B = 3"
C =.75" D =0"
E = 0" Wt. = 0#
ti = .0747" t2 = 0"
Area = .667 "^2
Ix = 1.157 "^4 ly = .801"^4
Sx = .771"^3 Sy = .513 " "3
rx = 1.317 " ^2 ry = 1.096 " ^2
Front View.
30" -1450"."
28" 50"
J' 4--
Side View
14180.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91708 • CONT'R. LIC. NO. 432725
INC.
MATERIAL HANDLING ENGINEERING
(818) 962 -1162 • FAX: (818) 962 -1279
PROJECT
FOR NORTHWEST HANDLING
SHEET NO. 12 OF 1 7
CALCULATED BY ART 04-23-1993
DATE
LAC, SY'S MARKETS
EAM ANALYSIS :TYPE 3
BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABLIZE THE SYSTEM,
ALTHOUGH IT DOES NOT PROVIDE 100% FIXITY. THUS, THE BEAMS WILL BE ANALYSED ASSUMING
THEY HAVE PINNED ENDS. FOR THE COMPUTATION OF BEAM TO COL. MOMENT CAPACITY, THE
PARTIAL FIXITY OF THE BEAM,(ASSUMED AT AN ARBITRARY 25% OF THE FIXED END MOMENT OR
2,000 in.lb. WHICH EVER IS SMALLER) WILL BE ADDED.
Tact = 96.0 in.
!max = [1950 + 1200(M1 /M2)]b /Fy
SINCE M1 /M2 = 1.0
!max = 3150 *b /Fy = 173 in.
SINCE Imax > iact Fb = .66Fy = 33,000 psi.
AXIMUM STATIC LOAD PER LEVEL DEPENDS ON
1) BENDING CAPACITY
M = Sx* Fb = wl ^2/8
= 294691n.Ib.
CAPACITY = 2(8 *M /I) = 49111b.
2) MAXIMUM ALLOWABLE DEFLECTION (L/180).
A = 5w1^4/384E1
CAPACITY = 2[(384E1)/(5 *180 *I ^2)] = 51161b.
MAXIMUM STATIC LOAD PER LEVEL IS 4,912 lb.
L•WABLEANDA ALB ND G • 'TE
H VEL
4"
Sx = 0.893 in. ^3
Ix = 1.873 In. ^4
Mstatic = wI ^2/8 = LIVE.LOAD *L/(2 *8) Mallow(static) = Sx * Fb
Mimpact = 1.15 *Mstatic Mallow(selsmic) = 1.33 * Sx * Fb
Mseismic = Mconn (SEE LONG. ANALYSIS)
LEVEL Mstatic Mimpact Mallow Mseismic Mallow RESULT
1.15 Mstatic (static) (seismic)
1 13200 15180 29469 8522 39292 GOOD
2 13200 15180 29469 7692 39292 GOOD
3 13200 15180 29469 5913 39292 GOOD
4 13200 15180 29469 3423 39292 GOOD
14180.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT•R. LIC. NO. 432725
L:41E1 h:
INC.
MATERIAL HANDLING ENGINEERING
(818) 962 -1162 • FAX: (818) 962 -1279
PROJECT LACAY S MARKETS
FOR NORTHWEST HANDLING
SHEET NO. 13 OF 1 7
CALCULATED BY ART DATE 04-23-1993
BEAM TO COLUMN CONNECTION:
Mconn= ( Mlower + Mupper )/2 + Mend
CAPACITY OF CONNECTOR:
SHEAR CAPACITY OF 7/16" DIA. STUD
A= .4375 ^27r /4 = .15 " ^2
Fy= 50,000 psi
Pmax= 3000 #
BEARING ON COLUMN:
Abrg. =t * D t =.09 min
_ .4375 * t Fy= 42000psi min.
Pmax brg. =A * F
= .4375t * 2.1 * Fy
= 3473 # > 3000#
Q,MOMENT CAPACITY OF BRACKET:
Mcap= S * Fbending
= .105 * .66 * Fy
C= Mcap /,5 = 1.667 P1
P1= Mcap /.835
= .083 Fy = 3486# > 3000#
SINCE PLUG GOVERNS P1=3000#
Mconn. cap. = P1 *4.5 + P2 *2.5 + P3 *.5
= 5.95 * 3000
=17850 "#
Mconn. seis.= 1.33 * Mconn = 23,741 "#
4"
Mupper
Mconn "L" - Mconn "R"
3"
•
•
•
1-5/8"
Mlower
Sbracket = .110503
C =P1 +P2 +P3
C =P1 + P1(.5 / 4.5) + P1"(.5/4.5)
C =1.67 P1
P2= (2.5/4.5) P1 = 1667#
P3= (.5/4.5) P1= 333#
14180 -I LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725
L. ic E 1 1 ii III
C.
INC.
MATERIAL HANDLING ENGINEERING
(818) 962 -1162 • FAX: (818) 962 -1279
PROJECT
FOR NORTHWEST HANDLING
SHEET NO. 14 OF 1 7
CALCULATED BY ART DATE 04-23-1993
uACIrs MARKETS
RANSVERSE ANALYSIS : BRACING :TYPE 3
IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSION AND
COMPRESSION. IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE DONE
ON THE DIAGONAL MEMBER AS IT WILL GOVERN.
DIAGONAL BRACING : COMPRESSION MEMBER
L diag. = [(L- 6) ^2 +(D- 2 *Bcol) ^2] ^.5
= 58.1
Vdiag =Vtrans * Ldiag. / D
= 1671#
kI /rmin = [ 1 * 58.1 ] / .316
= 183.9
Fa = [12702E]/[23(kI/r) ^2]
= 4411 psi.
fa /Fa =Vdiag /(Area *Fa)
= 1.26
44"
DIAGONAL AND
HORIZONTAL BRACING
r
• Area= .3 " ^2
rmin =..316 "
t= .0897 "
W= 1 .5 "
H= 1
141804 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. • LIC. NO. 432725
EiEilZL1fL
INC.
MATERIAL HANDLING ENGINEERING
(818) 962 -1162 • FAX: (818) 962 -1279
PROJECT
FOR NORTHWEST HANDLING
SHEET NO. 15 OF 1 7
CALCULATED BY ART DATE 04-23-1993
LAC -iY'S MARKETS
VERTURNING :TYPE 3
ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 27.1109(c) OF THE 1991 U.B.C.
STANDARD 27 -11.
ULLY LOADED
TOTAL SHEAR = 1265 Ib.
Mot = Vtrans * ht * 1.15
= 1265 * 103 * 1.15
= 130927 in.lb.
Mst = EWp * d/2
= 8800 * 44 /2
= 193600 in.ib.
Puplift = 1(Mot - Mst) /d
Puplift <= 0 NO UPLIFT
OP SHELF LOADED
SHEAR = 316 Ib.
Mot = Vtop * h * 1.15
= 316 *120"1.15.
= 43642 in.ib.
Mst = Wp *d /2
= 2200 * 44/2
= 48400 in.Ib.
Puplift = 1(Mot - Mst) /d
Puplift <= 0 NO UPLIFT
•
5-
•
379#
253#
126#
44"
USE 2 ea. 1/2 x 2 -1/4 MIN. EMBED MIN. EMBED. ANCHOR.
CAPACITY OF 1/2 x 2 -1/4 MIN. EMBED = 550 Ib. PULLOUT & 1500 Ib. SHEAR
COMBINED STRESS1 = 0 / 1100 + 632 / 3000 = 0.21
COMBINED STRESS2 = 0 / 1100 + 158 / 3000 = 0.05
14180.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R, LIC. NO. 432725
INC.
MATERIAL HANDLING ENGINEERING
(818) 962 -1162 • FAX: (818) 962 -1279
ASE PLATE :TYPE 3
PROJECT
FOR
S
LAC lAY'S MARKETS
NORTHWEST HANDLING
SHEET NO. 16 OF
CALCULATED BY DATE 04 -23 -1993
17
ART
BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL
LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (IF ANY).
THERE ARE 3 CRITERIA IN DETERMINING Mb. THEY ARE 1) MOMENT CAPACITY OF THE BASE PLATE,
2) MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh/2 (FULL FIXITY), Mb IS THE SMALLEST
VALUE OBTAINED FROM THE 3 CRITERIA ABOVE.
Pcol = 4600 Ib. B = 8 in.
Mb = 6641 in.Ib.
D = 5 in.
b = 3 in.
P/A = Pcoi /(D *B) = 115 psi.
M/S = Mb/((D*BA2)/6) = 124.5 psi.
fb2 = 2b /B *fb = 77.82 psi.
fb1 = fb -fb2 = 46.69 psi.
Mbase = wb1 A2/2 = b1 A2/2[ fa + fb1 + ,67fb2]
Mbase= 667.4 in.Ib.
Sbase = 1 *t ^2/6 = 0.0234 in.A3
Fbase = .75Fy * 1,33 = 36000 psi.
fb /Fb = Mbase /(Sbase *Fbase) = .79
ANCHOR TENSION
EMo = 0
T *d2= [Mbase- Pcoi *b /2]
T = Mbase /d2 - Pco1*b /2d2
T = -58 Ib.
t = .375 in.
b1 = 2.5 in.
fa
b14
B
b1 i
t t
Pcol.
d2
dl
14180.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO, 432725
INC.
MATERIAL HANDLING ENGINEERING
(818) 962 -1162 • FAX: (818) 962 -1279
SLAB AND SOIL :TYPE 2
PROJECT
FOR NORTHWEST HANDLING
SHEET N0. OF 1 7
CALCULATED BY DATE 4 23-1993
LA Y'S MARKETS
17
ART
THE SLAB WILL BE CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE
ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND WILL ACT AS A FOOTING.
(a) PUNCTURE
Pmax = 1.4 DEAD LOAD + 1.7 LIVE LOAD
Pmax = 1.4 * Pcol + 1.7 * (Mot/d)
= 8,764 Ib.
Fpunct = 2*sqrt(fc) = 89.4 psi.
Apunct = j(w +t /2) +(d +t /2)] *2 *t = 136.0 in.A2
fv /Fv = Pmax /(Apunct *Fpunct) = 0.72
(b) SLAB TENSION
Asoll = Pmax /(1.33 * fsoil) = 6.57 ft. ^2
= 947 in. ^2
L = sqrt(Asoil) = 30.8 in.
B = sqrt(w*d) + t = 10.3 in.
b = (L.B) /2 = 10.2 in.
Mconc = wb ^2/2 = (1.33 *fsoil *b ^2)/(144 *2)
= 483.6 in.ib.
Sconc = 1 *t ^2/6 = 2.67 in. ^3
Fconc = 50 *sgrt(fc) = 201.25 psi.
fb /Fb = Mconc /(Sconc *Fconc) = 0.90
b
BASE PLATE
w = 8 in.
d 5 in.
trei
t = 4 in.
fc = 2000 psi.
SOIL
= 1000 psf.
141804 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91708 • CONT'R. LIC. NO. 432725
CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1677
Activity Table Processing
Permit No: B93 -0167
Status: PENDING
Base Information
Parcel No: 004000 -0115
Owner: SUPERMARKET
Validated By: DLM
Status: PENDING
Act /Inactive: A
Nature of Wk: .INSTALL .1
Location:
Zoning:
UBC Edition: 1991
Rack Storage Dimensions -
Tenant:-;_LARRYS:MARKET'
Address:`3725 S 144 ST
DEV. CORP.
05/19/93•
`.':RACK- STORAGEHPERMIT
Type: B -RACK Vers: 9101 Screen: 01
Plan Ck Approved:
Applied: 5/10/1993 Issued:
Completed: / / To Expire:
STORAGE ,, RACKS
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F7= Update, F2= Previous Line, ESC =Cancel Update
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Activity document routing maintenance. RACK STORAGE PERMIT
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Comments 1 [ EXITS:;' , . ;: ` "O: K:';
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1 5/8"
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TYPICAL BRACING TO COLUMN CONNECTION
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BEAM
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GENERAL CONFIGURATION
2se
96' ----
4 4 "
t
A
SAFE I Y CI IP
0 7/16” iR/E1
VIEW 'B'
TYPICAL BEAM. TO COLUMN CONNECTION
NOTES:
1. STORAGE RACK DESIGNED PER SECTION 711'-'0F THE
1991 UBC STD.
2. STORAGE CAPACITY: 2,200 LB. PER LEVEL
3. POST LOAD SIGNS AT CONSPICUOUS LOCATIONS
DEPICTING THE DESIGN CAPACITY OF THE RACK USING
A PERMANENT PLAQUE NOT LESS THAN 50 SQ. INCHES
4. ASTM A570 FOR SHAPE Fy = 50,000 PSI GRADE 50
5. ALL BOLTS A307 (UNLESS NOTED)
6. CONCRETE SLAB
4" THICK x 2000 PSI
7. SOIL BEARING PRESSURE 1000 PSF
8. ANCHORS HILTI KWIK BOLTS OR APPROVED EQUAL.
1/2" DIA x 2-1/4" MIN. EMBEDMENT: ICBO #.4627
rcpt Vhew
I t(H1t VIEW
f=ront View
Side Vi€-w
TYPICAL STORAGE RACK ELEVATION
I
OltN( \N‘l\siO
,rstand that the Plan Cheek 8pprovats are
ct to errors and ornitiebOte royal of
does not a uthottin Ole vichnlean of any
ed code or ordiafios. WASipt of con -
is copy of approved piantinfinoviNedged.
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MIN. EMBDMN1
APR 2 6 1993
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INC.
MATERIAL HANDLING ENG!`
SCALE NONE
ak Avenue
arnia, 917 06
Fax: (818).962 -1279
ENSE NO. 432725
TYP,
°A 7 t
4/23/93
DESCRIPTION
STORAGE RA
SEN TYPE )
C)BASE PLATE ) )COLUMN
(1) RIAGaNAL & HORIZONTAL BRACE
) ANCHOR ICSo #4€27
ADDRESS
LARRY'S MARKETS
3725 144TH ST., TUKWILA. WA.
esamonsorsremaramosureelsmeor
DRAWING NUMBER
93 -22OA
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DRAWING INDEX
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Mech!EleC Rough -fns
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qui Location Plan
S.
n oor Offiice Plan
FS7A -
Schernatic Comm, Flan
S9 ...
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