HomeMy WebLinkAboutPermit D01-089 - LOWES - RACKSLOWE'S
101 ANDOVER PK E
D01 -089
City of Tukwila
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila. IVashirlm;tori 0 818,"
Parcel No:
Address:
Suite No:
Location:
Category:
Type:
Z_onirig:
Coast l ype :
Gas /Elec.:
Units:
Setbacks:
Water:
Wetlands:
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING Al THEIR OWN RISK.
022300-0030
101 ANDOVER PK E
ARET
DEVPERM
TUC
RACKS
Contractor License No:
OCCUPANT I_OWE'S HOME IMPROVEMENT Phone:
101 ANDOVER PK E, TUKWILA WA 98188
OWNER SABEY DAVID A
PO BOX 9847, SEATTLE WA 98109
CONTACT TODD PANNELL Phone: 704 - 905 -4992
101 ANDOVER PK E, TUKWILA WA 98188
***************************************************** * * * * * * * * * * * * * * * * * * ** * * * * * * * * * **
Permit Description:
TACKING DOWN OLD RACKS AND INSTALLING NEW RACKS.
***************************************************** * ** * * * * * * * * *k * * * * * * * * * * * * * * * * **
Construction Valuation: $ .00
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr:
Curb Cut /Access /Sidewalk /CSS: N
Fire Loop Hydrant: N No: Size(in): .00
Flood Contro l Zone: N
Hauling: N Start "rime: End Time:
Land Altering: N Cut: Fill:
Landscape Irrigation: N
Moving Oversized Load: N Start Time: End Time:
Sanitary Side Sewer: N No:
Sewer Main Extension: N Private: N Public: N
Storm Drainage: N
Street Use: N
Water Main Extension: N Private: N Public: N
****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
TOTAL DEVELOPMENT PERMIT FEES: $ 816.7
****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** fir * * * * * * * ** * ** * * ** * * * * * * * * * * * ** * * * * * * * * * * * * * **
Permit Center Authorized Signature:_
Signature:____
000
North: .0 South: .0
N/A Sewer: N/A
Slopes: N
Print Name:
DEVELOPMENT PERMIT
Occupancy: STORE
IJFJC : 1997
Fire Protection: NONE
East: .0 West: .0
Permit No:
Status:
Issued:
Expires:
Streams:
ate:
(206) 431 -3670
DO1 -089
ISSUED
04/27/2001
10/24/2001
- -/�27�aJ
I hereby certify that I have read arts examined this permit fid know the same
to be true and correct . All pro .,ions, of law and rd i nances governing t h i s
work w i l l be complied with, whether s p e c i f i e d herein or not.
The granting of this permit does not presume to give authority to violate or
cancel the provision of any other state or local laws regulating construction
or the performance of work . I am author i eci to s i g n for and obtain t h i s
development •
Date: L i ' `' 9 - Of
This permit shall become null and void if the work is not commenced within
180 days From the date of issuance, or if the work is suspended or abandoned
for a period of 180 days From the last inspection.
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Permit Condition4,:
1 No change5 W be made to he 1.!1,;Jw) .ir 1 ( r d hy
F.ndineer and the iukwiin
2. All eon5truction Lo he done 1 conformanee wirh
plan and requirement4', of the Umliorui fluildinq i(df
i ) f..; a me r eci 1 Drift ( I 99 1 i
and W;p:;b rqt,o tjLr F.ne.igy fmde '199/ Mlitic4o.
3. Validity of Permit. fhe 14-11;:incf" f) a permit oi (ropr0\,
4ipecificationci, and f,:omwiLation r.:on
4:Jtrued to I'm. i% permit i'ur. r 1 ;Inv
of any of Li prov i r o: 1 .1ie buiididq cw or
other ordinance of the iwi',(;icl,ion. Wt■
CI 3 \' iiJU,or i,y lo I 1. riO 0 1 1 tji
•,"
5h411 h(: valid.
4 • 1 in;!r111 i 1,!,) o5pe r ,Appt ;') \Jr c! 1, i 1 1 m
ilVa '1 1 LiTh c, i t.(• 111 1 ;p ;
i on . lhco dm:umf.:(0‘, 1, be m.tIoL;117w0
able until final in4.,pec1. 1 on appr (it
• ***Fifa.. DLPAPIWNI C30N01110W
tp • 1 he Eit L1iod !A:1. Of p 1 it r 11‘,. ht. 1
PrevenLion ;oliowind
concerrm:
7. Storage may not he thao ;I)
L() ceiling-hung "`qiace or Unit' iicatel!,. flIft
8. Storlqe may it be elo4,et Of:low -.1);
headfs. ‘WPA 13,
• In double row raek witn heicinl,-, of , ,torage up to „it'd
includinq 25 LJH 6verdqc
between load!, or (IL t;.10 k 1J11 1 qh1 'ith Of! mainined.
(NI.PA 1)
10. Maintain minimum 6" londitudinai lue 1,1.‘e;f:cr1
baek rack!.i. (Ni-PA 1.A)
11. Where fwight f:Ac(.eds, 1!) feet (.nn eeilind
only ace protecLio hy one ( 1 1 i olloind
method i<.; required t vt L0 1 building colnnw, located
within raek!_,: (a) oni:-110Or 1 re poofin(1 . th)
5prink1 er!.; aL uh 1 ( (;011:mN, )
ceiling 51 rinklet dew",ity minimumF. del,;rmioed bv
uk wi la I- ire Pre ve (IL Hri ktu it . ■ NI- PA )
/\ i 1 e 1f 1 ri() tu rerld 1 r ; i. . :•'rtht 1 1 bt: 1.■1 ‘..),./ ! 1
pur l i ow; o 1 iu i i1 i ncr.; . R '. 1 . i 1 . 1 1 nr: i
route or Lt uomr,ly w'iLh the.:
requiremn ace
et for cibility.
13. 1)0 1)0 nd
ein o
g n cat n the 0 of m :1
co
monii,-
toted and Lne in tne afa.
he),(: 4.,tatiow, and cwtain boardL, mav he 'edui!ed !nbie
A C)1 the lin i for'," re 1:ode r, ta‘: f•
Prevention F;ureau tor futl,hi.:t.
14. Ao approvEA
mw:;t f o ;will' o%/:
installatio(I .) (City lt1',:f01)
i. WiaLck de) f'or f..omplv
c.A:ct.. on ::).%07 of the Ifni I ()Lin poi t n i r
1,1-y.: 1 Uk w !,,
design and installation , Aandard-,.
16. Refrain from bin(Jeing Yrwlvin(j.
NI PA standard Un;11, ;Joy df:ci, in
f.l.xcwss of 4 fc:el.. 1n wid1, Will r111 1
..;prinklers thereunder.
17. High-piled combustible Lur;J( i b H. MoLi.:Yi. in
GlWiOy packed piles ITit): i.han 1/ fr n he1;0
combustible materials on j;j 1 ' i. r n olOri!
(Wet in height. For :r13 in -ha;.ard commoditie',
such a1.. rubbur tires, plw3ties some flammable
Pal1(. etc.. the critical pile height mav he low
as 6 feet. HNC article sec, -q!J-Hf
18. Contact the lukwila Fire Pre Bureau to w ail
redu i red I nspect i ow; iind t(2c3 ( I !I ) •
Ordinance 111900 and It1901)
19. lhis review limited to speculative only
special Fire permits may be necef.sary dependiwi on 1( 1; led
description of intended use.
20. Any overlooked ha condil,ion andf wioi,L,"n of Lf-w
adopted Fire or Building Code',, mph/ :.11.,Droy;rl cif
5uch condition or violation.
lhe plans were reviewed by i ff you ii
pleats( call the lukwila Fire Pre%/ention
G!06)51
I hereby certify that I have read trif-se .ind will - .:4,11p lv
with them 45.i ouLlinPd. All provibions ot law and nr,finafs q0'' ttri Fi work will be ccmp 1 ied with, whether 'o( I Hely i of not.
he g rant. rig of I.h I prun I 1, dOV r tt tJtp 1
violate or fiance/ the proviions of anv otrif.1 wc.cF ol loc:t1
regulating construction or the pefformance of wolf .
Signature:
Print Name:
1- PAMOe_LL
Project Name/Tenant: r
( o wes
Existing use: ----" ' Retail ❑ Restaurant ❑ Multi- famil ❑ ' .,rehouse ❑ t iospita(
❑ Church ❑ Manufacturing Cl Motel /Hotel ❑ Office
❑ School /Colle,eiUniversity ❑ Other
Value of Construction:
25 000
Site Address (include suite number)
RA I)Q Ue 2 pgalt. LAST
City State/Zip:
Tu kw i GA i WA
Tax Parcel Number:
Property Owner:
LOt..0 .eis
Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm tg none ❑ other (specify)
Phone:
4o (e -0?3 - 51r7a
Street Address:
S g i c - 7
City State/Zip:
Fax #:
; ) 0 ( , , . 0 ) 4 3 - P / 0 2 5
Contractor: 1
r- C'7WR....t
Phone:
,,204 -.,2 3 - 5 470
Street Address:
SAME
City State/Zip:
Fax #:
,P- b(.. ° 293 - b 2 5
Architect:
Phone:
Street Address:
City State/Zip:
Fax #:
Engineer:
Phone:
Street Address:
City State/Zip:
Fax #:
Contact Person: „. __
/600 PANNeL
Phone:
70 e,- Q0,5- 2/c-ici z._
Street Address:
City State/Zip:
Fax #:
Description of work to be done (please be specific):
TA 0 Loci T7 o wtlj O tf4 RAc s Li 5T Au_ i fjci o e Ii RA c s
Existing use: ----" ' Retail ❑ Restaurant ❑ Multi- famil ❑ ' .,rehouse ❑ t iospita(
❑ Church ❑ Manufacturing Cl Motel /Hotel ❑ Office
❑ School /Colle,eiUniversity ❑ Other
Proposed use: Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑ I lospital
❑ Church ❑ Manufacturing ❑ Motel /t tote! ❑ Office
❑ School /College/University ❑ Other
Building Square Feet: O$ 200 existing No. of Stories: I Area of construction (sq f1): AM. t • C 1
Will there be a change of use? ❑ yes rTno
If yes, extent of change: (Attach additional sheet if necess,tty)
Will there be rack storage? 'yes ❑ no
Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm tg none ❑ other (specify)
Will there be storage of flammable/combustible hazardous material in the building? ❑ yes L.l no
Attach list of materials and storage location on separate 8 1/2 X I I paper indicating quantities & Material Safety Data Sheets
Project Nui.1oer:
Permit Number:
Commercial / Multi - Family Tenant Improvement / Alteration Permit Application
CITY OF TUK "''ILA
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188 LjNTjcr
(206) 431 -3670 C eti- . ,j q0.5, 9q
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING:
(Additional reviews mar be determined by the Public Works Department)
❑ Channelization /Striping ❑
❑ Fire Loop /Hydrant (main to vault)#:
❑ Land Altering 0 Cut
❑ Sanitary Side Sewer #:
❑ Storm Drainage
❑ Water Meter /Exempt #:
❑ Water Meter /Permanent #
❑ Water Meter Temp #
❑ Miscellaneous
1I/30/00
rrperntiLdoe
Curb cut/Access /Sidewalk
Size(s):
0 Fill
LJ Street Use
- 'a d t Pin# i, e LC-
cubic yds.
❑ Sewer Main
❑ Water Main
Size(s):
Size(s):
Size(s):
❑ Flood Control Zone ❑ t Iauling
❑ Landscape Irrigation
0 Private 0 Public
0 Private 0 Public
0 Water Only
Extension
Extension
0 Deduct
Est. quantity:
cubic yds.
gal
Schedule:
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to
possible revision by the Permit Center to comply with current fee schedules.
r- �-
pi
Expiration of Plan Review - Applications tor which no permit is issued within 160 days following the date of application shall ek hy
building official may extend the time for action by the applicant for a period not exceeding 160 days upon written request by the applicant as defined in
Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
Date applicatioi-cc�d�
— 0 l
Date application expires:
28
App m taken by: (initials)
4 T
PLEASE SIGN BACK OF APPLICATION FORM
BUILDING OWNER
AUTHORIZED AGENT:
Si _._...
Date:
3 $- 206, r
Print name: -._-
o 06
L V
t 4 nave-Li-
Phone:
Fax II:
Address
City /State /Zip ,
+.
fir
APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING:
ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL_
ENGINEER OR CIVIL ENGINEER
➢ A 11 DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY QRAWN ,. "
> BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUBMITTED
❑ ❑ Complete Legal Description
❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures
(Form H -13). Business Declaration required (Form H -10).
Four (4) sets of working drawings (five(5) sets for structural work), which include :
❑ ❑ Site Plan (including existing fire hydrant location(s)
4 .
1. North arrow and scale
2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements
3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions
4. Location of driveways, parking, loading & service areas
5. Recycle collection location and area calculations (change of use only)
6. Location and screening of outdoor storage (change of use only)
7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's
boundaries
8. Identify location of sensitive area slopes 20 %, or greater, wetlands, watercourses and their buffers (r hange of use
only)
9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.15.0 10), of those,
identify by size and species which are to be removed and saved
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use Q
only) Z
11. Location and gross floor area of existing structure with dimensions and setback
12. lowest finished floor elevation (if in flood control zone) 6
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form t I Vim). U O
❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled w O
J
Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of LL
any hazardous materials; dimensions of proposed tenant space. L
❑ ❑ Vicinity Map showing location of site g 5
❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack = d
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of I- _
rack. Structural calculations are required for rack storage eight feet and over. ? ►—
❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished w 'O
w
❑ ❑ Construction details o
to
❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; sire of water 01—
supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed I U
sprinkler system design criteria as identified by the Fire Department.
❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. LLj Z
u . )
❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). f..
Z
❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other
land use or SEPA decisions.
❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County
Department of Public Health prior to submitting for building permit application. The Department of Public
Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 - 4787. (Form H -5)
❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor
has been selected at time of application a copy of this license will be required before the permit is issuer!
OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ".
Building Owner /Authorized Agent if the applicant is other than the owner, registered architect/engineer, or contractor licensed by time State
of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain time permit will
be required as part of this submittal
i HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF
PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
I /.'30/00
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li ject:
)t J/ S,
TYpe_pf Inspection:
/- r NCI /
A ress:
A / 11 W,P ,v4
Date called:
/0/2
Date want
/4 .7 6
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Special instructions:
p.m.
Reques r:
- Phone
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
COMMENTS:
Receipt No:
1 INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
(206)431 -3670
J Approved per applicable codes. Corrections required prior to approval.
Insp tor: Date: /
_ /fi1, f i 4.441//41 1 /O /n
$47.00 REINSPE TION FEE REQ E D. Prior to inspection, fe must be paid
at 6300 Southcen r Blvd., Suite 00. Call to schedule reinspection.
Date:
T7
STORAGE RACKS
DRIVE -IN RACKS
CANTILEVER RACKS
MEZZANINES
CONVEYORS
CAROUSELS
PUSHBACK RACKS
RACK BUILDINGS
STEEL SHELVING
MOVABLE SHELVING
STORAGE TANKS
MODULAR OFFICES
GONDOLAS
BOOKSTACKS
FLOW RACKS
FOOTINGS
•
EXPIR
MAY 0'\ 2002.
PERMIT NO
TH" -• �,�
SEIZMIC
MATERIAL HANDLING ENGINEERING
SEISMIC ANALYSIS
STRUCTURAL DESIGN
CITY APPROVALS
STATE APPROVALS
PRODUCT TESTING
FIELD INSPECTION
SPECIAL FABRICATION
PERMITTING SERVICES
SEISMIC ANALYSIS OF
STORAGE RACKS
FOR
LOWE'S
EXPIRES APR 12 2002
1 ,^
EST. 1985
TUKWILA,WA
JOB #:00 -1542
FILE C0 -
ALASKA
ARIZONA
CALIFORNIA
COLORADO
CONNECTICUT
GEORGIA
IDAHO
ILLINOIS
-�
7
161 ATLANTIC STREET • POMONA • CA 91768 • TEL : (909)869 -0989 • FAX : (909)869 -0981
INDIANA OHIO
KANSAS OKLAHOMA
MICHIGAN OREGON
MINNESOTA PENNSYLVANIA
MISSOURI TEXAS
MONTANA UTAH
NEVADA VIRGINIA
NEW MEXICO WASHINGTON
WISCONSIN
RECEIVED
CITY OF TUKWILA
PERMIT CENTER
t 0 S9
MATERIAL HANDLING ENGINEERING
TEL: (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
LOWES
PROJECT
FOR LOWES COMPANIES INC.
SHEET NO. 2 OF 23
CALCULATED BY M.T. DATE 8/2/00
TABLE OF CONTENTS
DESCRIPTION PAGE #
COVER SHEET 1
TABLE OF CONTENTS 2
SCOPE 2
PARAMETERS 3
CONFIGURATIONS 4 - 7
COMPONENTS & SPECS. 8- 14
LOADS AND DISTRIBUTION 15
LONGITUDINAL ANALYSIS 16
COLUMN 17
BEAM 18
BEAM TO COLUMN 19
BRACING 20
OVERTURNING 21
BASE PLATE 22
SLAB & SOIL 23
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.
PARAMETERS:
MATERIAL HANDLING ENGINEERING
TEL: (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
1. COLUMN.
2. BEAM.
3. BEAM TO COLUMN.
4. BASE PLATE.
5. HORIZONTAL BRACING.
6. DIAGONAL BRACING.
7. BACK CONNECTOR.
PROJECT LOWES
FOR LOWES COMPANIES INC.
SHEET NO. 3 OF 23
CALCULATED BY M.T DATE 8
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.
TRIBUTARY AREA
LONGITUDINAL
TOP VIEW,
re w
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00
(0O
N
W
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o
w
U�
0-
0 ,-
Ww
u"O
w
0
z
CONFIGURATIONS
MATERIAL HANDLING ENGINEERING
TEL (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
1
19
TYPE 1
0 lb.
1
30"
54"
54"
54"
4
6,500 lb.
3
6,500 lb.
2
6,500 lb.
1
42"-44 42"4
TYPE 2
4,000 lb.
PROJECT LOWES
FOR LOWES COMPANIES INC.
SHEET NO. 4 OF 23
CALCULATED BY M.T. DATE 8/2/00
9 5"
3
4,000 lb.
2
2,000 lb.
1
45"
102" fi42 "44' I-
MATERIAL HANDLING ENGINEERING
TEL (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
CONFIGURATIONS
TYPE. 3
3,500 lb.
LOWES
PROJECT
FOR LOWES COMPANIES INC.
SHEET NO 5 OF 23
CALCULATED BY M.T. DATE 8/2/00
/
2 "
r
3
3"
45"
2
2
l
6
3,500 lb.
5
3,500 lb.
4
3,000 lb.
Awl
3
1,000 lb.
2
1,000 lb.
1
f --
45"
1 .
4 "
45"
19
33"
2" 93"
5
1,500 lb.
4
1,000 lb.
3
1,000 lb.
2
1,000 lb.
1
32"
/
J
19
24"
dam 97" ----71' •l 28'44 - 28" 4
TYPE, 4
1 500 lb.
•4— 148"
A 42"44
Ii
wF
N L
WO
u.¢
F W
g. F
O
W
U�
O F-
0
W W
o
u. 0
w z
O s2
0
z
CONFIGURATIONS
MATERIAL HANDLING ENGINEERING
TEL: (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
1
144"
TYPE 5
6,500 lb.
#F 102 "-4
TYPE 6
4,000 lb.
2,000 lb.
.g--- 102 " --f
PROJECT LOWES
FOR LOWES COMPANIES INC.
SHEET NO 6 OF 23
CALCULATED BY
T
33"
4" 54"
54"
3
6,500 lb.
2
6,500 lb.
1
M•T• DATE 8/2/00
1 42"4.1 42"4
'
42 "44
MATERIAL HANDUNG ENGINEERING
TEL (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
CONFIGURATIONS
1
TYPE 7
3,500 lb.
Fi t_ 3"
4"
yG-..-
24"
24"
l e--
24"
5
3,500 lb.
4
3,000 lb.
3
1,000 lb.
Z
1,000 lb.
1
4 ,
4 "
42"
102 " ----'1' .1` 28"-44 28'4
PROJECT LOWES
FOR LOWES COMPANIES INC.
SHEET NO. 7 OF 23
CALCULATED BY
M•T• DATE 8/2/00
1 9,950 l b. 2 2, 281 i n.i b.
19,703 i n.I b. < stdconn.
2 6,650 lb. 13,126 i n.l b.
12,528 i n.I b. N stdconn.
3 3,350 lb. 7,931 i n.l b. 6, 004 i n.I b. a- stdconn.
4 50 lb. 78 i n.1 b. 39 i n.I b. <- stdconn.
TYPE 1 DESIGN LOAD = VARIES
BASE PLATE
COLUMN
BEAM
8X6X.5
M base = 8000 i n.I b.
C OLUMN
STRESS =1 06
- 1 2 x 2-
5 / 5/8x 14 ga.
MAX LOAD /LEVEL = 6,519 I b.
BEAM I S O.K.
OVERTURNING
BRACING
SLAB & SOIL
1
V
ANCHOR STRESS = 0.20
# CF ANCHORS= 2
HORIZONTAL V
1 1/2 X 1 X 14 GA
STRESS = 0.24
DIAGONAL V
1 -1/2 X 1 -1/2 X 14GA TtBE
STRESS = 0.24
PUNCT. STRESS = 0.75
BENDING STRESS =0.91
V
MATERIAL HANDLING ENGINEERING
TEL (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
PROJECT LOWES
FOR LOWES COMPANIES INC.
SHEET NO. 8 OF 23
CALCULATED BY
M•T• DATE 8/2/00
TYPE 1
SPECIFICATION
- MAIN STEEL 55000 PSI
- BASE PLATE STEEL 36000 PSI
- ANCHOR - WEDGE TYPE 1/2 x 3-1/2 MIN. EM : ED.
- FLOOR SLAB 6" X 4000 PSI. REINFORCED
- SOIL BEARING PRESSURE 1000 PSF
- SEISMIC ZONE 3.
- TYPE INTERCONNECTED UNITS.
SECT1 CN
AXIAL FORCE
4
6,500 lb.
3
6,500 lb.
6,500 lb.
1
54"
54"
54"
1
192"
577# f ---
.1■010/1■I 4"
384,
192#
4 "
108"
Iu= 108"
MOMENT BEAM MOMENT
42 "-71'
489#
244#
13 #
734#
1 5,150 lb. 20,582 i n.I b. 15,474 i n.I b. <- stdccnn.
2 4,100 lb. 6,366 i n.I b. 7,002 i n.I b. <- stdccnn.
3 2,050 lb. 3,638 i n.I b. 3,819 i n.I b. < stdcann.
TYPE 2 DESIGN LOAD = VARIES
BASE PLATE
COLUMN
BEAM
V
8 X6 X.5
M base = 8000 i n.I b.
V
COLUMN
3X1- 5/8X13GA. /3X1- 5 /8X13GA.
STRESS =1.02
4 x 2- 5/8x 14 ga.
MAX LOAD /LEVEL = 4,012 lb.
BEAM I S O.K.
V
OVERTURNING
BRACING
SLAB & SOIL
V
ANCHCR STRESS = 0.11
# CF ANCHORS = 2
HORIZONTAL .f
1 1/2 X 1 X 14 GA
STRESS = 0.12
DIAGONAL -4
1 -1/2 X 1 -1/2 X 14GA TUBE
STRESS = 0.1
PUNCT. STRESS = 0.43
BENDING STRESS =0.41
. J
MATERIAL HANDLING ENGINEERING
TEL (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
TYPE 2
SPECIFICATION
- MAIN STEEL 55000 PSI
- BASE PLATE STEEL 36000 PSI
- ANCHOR - WEDGE TYPE 1/2 x 3-1/2 MIN. EM : EC
- FLOOR SLAB 6" X 4000 PSI. REINFORCED 192"
- SOIL BEARING PRESSURE 1000 PSF
- SEISMIC ZONE 3.
- TYPE = INTERCONNECTED UNITS.
SECTION
AXIAL FORCE
PROJECT LOWES
FOR LOWES COMPANIES INC.
SHEET NO. 9 OF 23
CALCULATED BY M.T DATE 8
4
9
4,000 lb. 303# 3 _ 85#
289#
98#
.3"
1
2,000 lb.
3
4,000 lb.
227#
77#
45"
•1` 102"
Iu= 102"
MOMENT BEAM MOMENT
• f - 42" -'
r w
U
U
w
J�
N LL
w 0
N3
IL
U
u
v
0
z
1 8,050 lb. 5,270 in.lb.
6, 481 in.lb. <- stdcann.
2 7,500 lb. 5,672 in.lb.
6, 606 i n.l b. stdcann.
3 6,950 lb. 5,519 in.lb. 9,634 in.lb. .* stdcann.
4 5,400 lb. 9,748 in.lb.
9, 59 2 i n.I b. <- stdconn.
5 3,600 lb. 5,436 in.lb.
6, 218 i n.I b. <- stdconn.
6 1,800 lb. 2,999 in.lb.
3, 500 i n.I b. <- stdccnn.
TYPE 3 DESIGN LOAD = VARIES
BASE PLATE
COLUMN
BEAM
7X5 X.375
Mbase= 5269 in.lb.
COLUMN
3X3X13GA.
STRESS =0.62
4 x 2- 5/8x 14ga.
MAX LOAD/LEVEL = 4,219Ib.
BEAM I S O.K.
OVERTURNING
BRACING
SLAB & SOIL
V
ANCHOR STRESS= 0.21
# OF ANCHORS = 2
HORIZONTAL V
1 1/2 X1 X14 GA
STRESS = 0.15
DIAGONAL V
1 -1/2 X 1 -1/2 X 14GA TUBE
STRESS = 0.22
PUNCT. STRESS = 0.87
BENDING STRESS =1.02
V
MATERIAL HANDLING ENGINEERING
TEL: (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
TYPE 3
SPECIFICATION
- MAIN STEEL 55000 PSI
- BASE PLATE STEEL 36000 PSI
- ANCHOR - WEDGE TYPE 1/2 x 3 -1/2 MIN. EM ED.
- FLOOR SLAB 6" X 4000 PSI. REINFORCED 192"
- SOIL BEARING PRESSURE 1000 PSF
- SEISMIC ZONE 3.
- TYPE = INTERCONNECTED UNITS.
SECT1 CSI
AXIAL FCRCE
PROJECT LOWES
FOR LOWES COMPANIES INC.
SHEET NO. 10 OF 23
CALCULATED BY
3 "
4"
24"
"I
24"
24 "
M•T• DATE 8/2/00
3,500 lb. 333#
424#
6
3,500 lb.
5
3,500 lb.
4
3,000 lb.
3
1,000 lb.
2
1,000 lb. 12# 4 "
1
.I
270 4s"
208#
45"
1070 45"
25#
97"
97"
MCEIENT BEAM MOMENT
28" 4
NOTE: LEVELS 1 & 2 USES A 2-1/2" STEP BEAM W/ A CAPCITY = 2416 # /LVL,
LEVEL 3 @ 3-1/2" STEP BEAM W/ A CAPACITY = 3586 # /LVL AND THE REST USES
A 4" STEP BEAM.
344#
265#
136#
32#
•
1 6#
1 3,2501b. 402 in.lb. 3,035 in.Ib. <- stdcrnn.
2 2,700 lb. 2,584 i n.1 b. 4,151 i n.I b. <- stdcann.
3 2,150 lb. 2,634 i n.l b.
6,896 i n.I b. * stdcann.
4 1,600 lb. 8,075 i n.l b.
6,873 i n.I b. <- stdccnn.
5 8001b. 1,671 i n.l b.
2,835 i n.I b. <- stdccnn.
TYPE 4 DESIGN LOAD = VARIES
BASE PLATE
COLUMN
BEAM
V
7 X S X.375
Mbase = 401 i n.i b.
V
COLUMN
3X1- 5/8X13GA./3X1- 5/8X13GA.
STRESS =0.30
V
3- 1/2 x 2- 5/8 x 14 ga.
MAX LCAD /LEVEL = 1,530 lb.
BEAM I S O.K.
OVERTURNING
BRACING .
SLAB & SOIL
V
ANCHOR STRESS = 0.07
# CF ANCHORS = 2
HORIZONTAL . /
1 1 /2 X 1 X 14 GA
STRESS = 0.08
DIAGONAL . J
1 -1/2 X 1 -1/2 X 14GA TUBE
STRESS = 0.10
J
PUNCT. STRESS = 0.30
BENDING STRESS =0.22
MATERIAL HANDUNG ENGINEERING
TEL: (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
TYPE 4
- MAIN STEEL
SPECIFICATION
- BASE PLATE STEEL
SECT1 CN
55000 PSI
36000 PSI
- ANCHOR - WEDGE TYPE 1/2 x 3-1/2 MIN. EM s ED.
- FLOOR SLAB 6" X 4000 PSI. REINFORCED
- SOIL. BEARING PRESSURE 1000 PSF
- SEISMIC ZONE 3.
- TYPE = INTERCONNECTED UNITS.
AXIAL FORCE
192"
PROJECT
FOR LOWES COMPANIES INC.
SHEET NO. 11 OF 23
CALCULATED BY
5
1,500 lb.
1,000 Ib.
, 9#
21#
i
2 1,000 lb. 3# 4"
1 t
3
1,000 lb.
2
"
96"
LOWES
1,500 lb. 185#
150#
-� 3 2 "
– 148"
Iu= 148"
MOMENT BEAM MOMENT
NOTE: FIRST 3 LEVELS USES A 3 -1 /2" STEP BEAM W/ A CAPACITY = 1530 # /LVL
AND THE REST USES A 5-1/2" STEP BEAM.
M•T• DATE 8/2/00
42" 4
50#
27#
■
1 9,900 lb. 22,970 in.lb. 19,895 in.lb. <stdconn.
2 6,600 lb. 12,820 in.lb. 10, 8 52 in.lb. a- stdccnn.
3 3,300 lb. 4,884 in.lb. 4, 442 i n.I b. < stdconn.
TYPE 5 DESIGN LOAD = 6500#
BASE PLATE
COLUMN
BEAM
V
7X5X.375
Mbase =7012 in.lb.
V
COLUMN
3X3X11GA
STRESS =1.08
V
5- 1/2 x 2 -5/8x 14 ga.
MAX LOAD/LEVEL = 8,584 lb.
BEAM I S O.K.
OVERTURNING
BRACING
SLAB & SOIL
ANCHOR STRESS = 0.20
# CF ANCHORS = 2
HORIZONTAL .J
1 1 /2 X 1 X 14 GA
STRESS = 0.24
DIAGONAL .4
1 -1/2 X 1 -1/2 X 14GA TUBE
STRESS = 0.23
V
PUNCT. STRESS = 0.80
BENDING STRESS =0.91
TYPE 5
INC.
MATERIAL HANDLING ENGINEERING
TEL (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
SPECIFICATION
- MAIN STEEL 55000 PSI
- BASE PLATE STEEL 36000 PSI
- ANCHOR - WEDGE TYPE 1/2 x 3-1/2 MIN. EM ED.
- FLOOR SLAB 6" X 4000 PSI. REINFORCED 144"
- SOIL BEARING PRESSURE 1000 PSF
• SEISMIC ZONE 3.
- TYPE = INTERCONNECTED UNITS.
SECT1 CN
AXIAL FORCE
PROJECT LOWES
FOR LOWES COMPANIES INC.
SHEET NO. 12 OF 23
CALCULATED BY M.T. DATE 8/2/00
54"
54"
6,500 lb. 5 _ . /
6,500 lb.
6,500 lb.
406:
4
203#
--- 102 "—mo4
Iu= 102"
MOMENT BEAM MOMENT
"
It- 42"
69
--
517#
258#
1 3,100 I b. 9,257 i n.I b. 8,271 i n.I b. <- stdcann.
2 2, 0501 b. 3,285 i n.l b. 3,642 i n.1 b. <- stdccnn.
TYPE 6 DESIGN LOAD = VARIES
.__. BASE PLATE
COLUMN
BEAM
7X5X.375
Mbase= 8000 in.lb.
COLUMN
3X1- 5/8X13GA./3X1- 5/8X13GA.
STRESS =0.46
V
5- 1/2x2 -5 /8x 14 ga.
MAXLOAD /LEVEL = 8,584Ib.
BEAM I S O.K.
OVERTURNING
BRACING
SLAB & SOIL
V
ANCHOR STRESS = 0.06
# CF ANCHORS = 2
HORIZONTAL .4
1 1/2 X 1 X 14 GA
STRESS = 0.08
DIAGONAL j
1 -1/2 X 1 -1/2 X 14GA TUBE
STRESS = 0.07
V
PUNCT. STRESS = 0.26
BENDING STRESS =0.17
SEIZMIC
INC.
MATERIAL HANDLING ENGINEERING
TEL (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
TYPE 6
- MAIN STEEL 55000 PSI
- BASE PLATE STEEL 36000 PSI
- ANCHOR - WEDGE TYPE 1/2 x 3 -1/2 MIN. EM ED.
- FLOOR SLAB 6" X 4000 PSI. REINFORCED 144"
- SOIL BEARING PRESSURE 1000 PSF
- SEISMIC ZONE 3.
- TYPE = INTERCONNECTED UNITS.
SPECIFICATION
SECTION
AXIAL FORCE
PROJECT LOWES
FOR LOWES COMPANIES INC.
SHEET NO. 13 OF 23
CALCULATED BY
93"
4,000 Ib. 273#
2,000 lb.
M•T• DATE 8/2/00
93#
.01' 102 " - - �f
lu= 102"
MOMENT BEAM MOMENT
NOTYE: 1ST LEVEL USES A 2-1/2" STEP BEAM W/ A CAPACITY = 2262 # /LVL
42 "4
1 6,250 lb. 4,102 in.lb.
5, 304 i n.I b. a- stdconn.
2 5,700 lb. 4,381 in.l b.
5,349 i n.I b. < stdcann.
3 5,150 lb. 4,192 in.lb. 7,491 in.lb. <,- stdconn.
4 3,600 lb. 6,790 in.lb.
6, 321 in.lb. <- stdcann.
5 1,800 lb. 1,852 in.lb. 2,926 in.lb. <- stdcann.
TYPE 7 DESIGN LOAD = VARIES
BASE PLATE
COLUMN
BEAM
V
7X5 X.375
M base = 4102 in.lb.
A/
COLUMN
3X3X13GA.
STRESS =0.43
A/
5- 1/2 x 2- 5/8 x 14 ga.
MAX LOAD /LEVEL = 8,584 lb.
BEAM I S O.K.
OVERTURNING
BRACING
SLAB & SOIL
A /
ANCHOR MESS= 0.13
# OF ANCHORS = 2
HORIZONTAL V
1 1 /2 X 1 X 14 GA
STRESS = 0.12
DIAGONAL . /
1 -1/2 X 1 -1/2 X 14GA T.BE
STRESS = 0.16
V
PUNCT. STRESS = 0.60
BENDING STRESS =0.62
TYPE 7
SECTION
Ian
MATERIAL HANDUNG ENGINEERING
TEL (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
SPECIFICATION
- MAIN STEEL 55000 PSI
- BASE PLATE STEEL 36000 PSI
- ANCHOR - WEDGE TYPE 1/2 x 3 -1/2 MIN. EM ED.
- FLOOR SLAB 6" X 4000 PSI. REINFORCED 144"
- SOIL BEARING PRESSURE 1000 PSF
- SEISMIC ZONE 3.
- TYPE = INTERCONNECTED UNITS.
AXIAL FORCE
24"
24"
2
PROJECT LOWES
FOR LOWES COMPANIES INC.
SHEET NO. 14 OF 23
CALCULATED BY M.T- DATE 8/2/00
24"
43"
3,500 lb. 3 - 0 8 i
2 -- 5 .
4 "
� # 4
Loot) lb. 31#
fi-- 102 " ---'
Iu= 102"
MOMENT BEAM MOMENT
28"
NOTE: 1ST 2 LEVELS USES A 2 -1 /2" STEP BEAM W/ A CAPACITY = 2262 # /LVL,
LEVEL 3 USES A 3-1/2" STEP BEAM W/ A CAPACITY = 3382 # /LVL
5
3,500 lb.
4
3,000 lb.
3
2
1,000 lb.
1
X 15# 4 "
169#
40#
20#
INC.
MATERIAL HANDUNG ENGINEERING
TEL: (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
LOADS & DISTRIBUTION :TYPE 1
UVE LOAD PER SHELF = WII = VARIES
(BASED ON CUENT SUPPLIED DATA)
DEAD LOAD PER SHELF = WdI = 100 lb
TOTAL LOAD PER FRAME = 19,900 lb
SEISMIC SHEAR BASED ON SECTION 1630.2.1 OF THE 1997 UBC
WHERE
V = ((2.5 x Ca x I) / R) x Wtotal
Wtotal = (WII /2 + WdI) x n
n = # of shelves
Seismic Zone = 3
Ca = 0.36
R(Iong) = 5.6
R(trans) = 4.4
I= 1
Soil Coef. = Sd
II,ONGITUDIAL DIRECTION
Vlong = (2.5 x 0.36 x 1)/(5.6) x W) / 1.4
= 1165 lb w/ working stress reduction
Fi = VWhi / EWh
TRANSVERSE DIRECTION
Vtrans = (2.5 x 0.36 x 1)/(4.4) x W / 1.4
= 1483 lb w/ working stress reduction
Fi = VWhi I EWh
TOTAL FRAME LOAD = 19,900 lb.
2"
30"
J
4
6,500 lb.
3
6,500 lb.
2
6,500 lb.
1
1
•{�--- 108"
Iu= 108"
13#
734#
4 #1 — .,.•
1" 489#
4 "
244#
4 "
.1'- 42 " -'
577#
192#
PROJECT LOWES
FOR LOWES COMPANIES INC.
SHEET NO. 15 OF 23
CALCULATED BY M.T. DATE 8/2/00
MATERIAL HANDLING ENGINEERING
TEL (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
LONGITUDINAL ANALYSIS :TYPE 1
CALCULATED BY
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 = 1,165 lb.
Vcol = 582 lb.
F1 = 961b.
F2= 192 lb.
F 3 = 2891b.
F4= 51b.
BASE PROVIDE PARTIAL FIXITY. SEE BASE PLATE SHT.
Mbase = 8000 in.lb.
Mupper + Mlower = Mconn'R' + Mconn'L'
Mconn'R' = Mconn'L'
Mconn * 2 = Mupper + Hower
Mconn = [ Mupper + Mlower] /2
RESULTING FORCES ON COLUMN
SECTION AXIAL LOAD MOMENT
1 9950 22280
2 6650 13125
3 3350 7931
4 50 77
PROJECT LOWES
FOR LOWES COMPANIES INC.
SHEET NO. 16 OF 23
Mconn
19703
12528
6004
P2
M•T• DATE 8/2/00
54 in.
Beam to
Col. Conn.
54 in. = h= S2 in I Cot. aslab.
4.:
m w
a
00
00
T_
I--
ww
an
(0
z
IL 9
�
W Z
U
0
Z
MATERIAL HANDLING ENGINEERING
TEL (909)869 - 0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
COLUMN ANALYSIS :TYPE 1
COLUMN IS ANALYZED PER AISI COLD - FORMED STEEL DESIGN MANUAL.
Pmax = 9,950 lb. Mmax = 22,281 in.Ib.
Kxlx /rx = 1.2 * 52 / 1.297 = 48.1 <- GOVERNS
Kyly /ry =.8* 43 / 1.073 = 32.1
Cc = (2n A2E /Fy)A.5
= 102.0
SINCE KI /r <= Cc,
Fa = .522Fy - [(kl/r*Fy)/1494]A2
= 25,573 psi.
fa = Pmax /Area
= 9,614 psi.
fb = Mmax /Sx
= 19,174 psi.
fa/Fa = 0.38 >.15
F'e = 127 A2E /23(Kxlx /rx)A2
F'e = 64,515 psi.
Fb = .6 *Fy = 33,000 psi.
Cm *fib /Fb[1- fa /F'e] = 0.68
COMBINED STRESS = 1.06
PROJECT LOWES
FOR LOWES COMPANIES INC.
SHEET NO 17 OF 23
CALCULATED BY
M•T• DATE 8/2/00
- A
---1 1.4- c
SECTION PROPERTIES
A =3" B = 3"
C =.75" D =0"
E =0" Wt=O#
t1 =.1196" t2 =0"
Area= 1.035 "A2
Ix = 1.743 "^4 Iy = 1.191"A4
Sx = 1.162 "A3 Sy = .763 "A3
rx = 1.297 ""2 ry = 1.073 "'2
Front View
Side View
- 14 -
43"
43"
Z
CC w
00
y 0
(0
CD u..
w
/ -
0) d
al
z
V -3.
Ili
D O
ON
O t
w w
0
II.
ill Z
p
Z
MATERIAL HANDLING ENGINEERING
TEL (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
CALCULATED BY
psi.
LOWES
PROJECT
FOR LOWES COMPANIES INC.
SHEET NO. 18 OF 23
M•T• DATE 8/2/00
BEAM ANALYSIS :TYPE 1
BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABUZE 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.
lact = 108.0 in.
Imax = [1950 + 1200(M1 /M2)]b /Fy
SINCE M1 /M2 = 1.0
Imax = 3150 *b /Fy = 150 in.
SINCE Imax > lact Fb = .60Fy = 33,000
MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON
1) BENDING CAPACITY
M = Sx* Fb = wIA2 /8
= 49500in.Ib.
CAPACITY = 2(8 *M /I) = 65181b.
2) MAXIMUM ALLOWABLE DEFLECTION (L/180).
A = 5w1A4/384E1
CAPACITY = 2[(384EI)/(5 *180 *IA2)] = 90041b.
MAXIMUM STATIC LOAD PER LEVEL IS 6,519 lb.
ALLOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL.
Mstatic= wI^2 /8 = LIVE.LCAD *L/(2 *8) Mall cw( static) = Sx * Fb
Mimpact= 1.125 *Mstatic Mallow(seismic) = 1.33 * Sx
Mseismic = Mconn (SEE LONG. ANALYSIS)
LEVEL Mstatic Mimpact Mallow Mseismic Mallow
1.125 Mstatic (static) (seismic)
1 43875 49359 49500 19703 65999
2 43875 49359 49500 12528 65999
3 43875 49359 49500 6004 65999
4 43875 49359 49500 38 65999
5.5"
2.625"
.625'
I
Sx = 1.500 i n. ^3
Ix= 4.172in.^4
Fb
RESULT
GOOD
GOOD
GOOD
GOOD
4
1.625"
a
z
I
ce w
00
coo
CD !S J
CO ti.
w 0
2
u.Q
N 3
w
z �
o
w
0
O —
o 1—
wW
u. O
iii z
U=
0 F
z
MATERIAL HANDLING ENGINEERING
TEL (909)869 -0989 • FAX: (909)869 -0981
161 ATLAN11C STREET • POMONA • CA 91768
PROJECT LOWES
FOR LOWES COMPANIES INC.
SHEET NO. 19 OF 23
CALCULATED BY
M.T. DATE 8/2/00
BEAM TO COLUMN CONNECTION
Mconn= ( Mlower + Mupper )/2 + Mend
CAPACITY OF CONNECTOR
a) SHEAR CAPACITY OF 7/16" DIA. STUD
Area = .4375 ^2n /4 = .150 "A2
Fy = 50,000 psi
Pmax = 3,000#
b) BEARING ON COLUMN
(PER UBC SEC. 27 -11 E3.3)
Abrg. = t * D t = .0747 min.
= .5 * t Fu = 65,000 psi min.
Pmax brg. = Area * Fbearing
=.5t *2.22 *Fu
= 5,390# > 3,000#
c) MOMENT CAPACITY OF BRACKET
S bracket = .110 " 1 '3
Mcap = S * Fbending
= .110 *.66 *Fy
C = Mcap /.75 = 1.67 P1
P1 = .798 Mcap
= .0872 Fy = 4,360# > 3,000#
SINCE PLUG GOVERNS P1= 3,000#
Mconn. cap.= P1 * 4.5 + P2 * 2.5 + P3 * .5
= 5.94 * 3, 000# * 1.33
= 23,778 "#
3 "/ 1 "eff.
I
Mupper
Mconn. _ Mconn.
1 5/8"
=7ga.
!r M
Sbracket = .110 "^3
Mlower
REMILIQSALLIMEL
CONNECTION
C = P1 + P2 + P3
= P1 + (2.5/4.5)P1 + (.5/4.5)P1
= 1.67 P1
MATERIAL HANDLING ENGINEERING
TEL (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
HORIZONTAL BRACING : COMPRESSION MEMBER
Vtrans = 1482#
kl /rmin = [ .8 * 42 ] / .393
=85.4
Fa = .522Fy- [kI /r *Fy/1494] ^2
= 18803 psi.
fa /Fa = Vtrans /(Area *Fa)
= 0.24
DIAGONAL BRACING : COMPRESSION MEMBER
L diag. = [(L- 6)A2 +(D- 2 *Bcol) ^2] ^.5
= 51.6
Vdiag = Vtrans * Ldiag. / D
= 1821#
kI /rmin = [ 1 * 51.6 ] / .5827
= 88.59
Fa =.522Fy-[kI/r *Fy/1494] ^2
= 18072 psi.
fa /Fa =Vdiag /(Area *Fa)
= 0.24
PROJECT
FOR
SHEET NO.
CALCULATED BY
LOWES
LOWES COMPANIES INC.
20 OF 23
M•T• DATE 8/2/00
TRANSVERSE ANALYSIS : BRACING :TYPE 1
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.
D. 42"
HORIZONTAL BRACING
DI AGCNAL BRACING
1
Area. .3931,
min.
t— .075 "
II
W. 1.5 "
H. 1 "
Ar ea= .4259 "A2
rmin= .5827 "
t= .0747 "
W. 1.5 "
H =1.5"
z
w
-U
00
O 0
2
w 0
u-a
I-
Z ~
• w
0 ,-
w w
u.
ai z
U �
O
FULLY LOADED
MATERIAL HANDLING ENGINEERING
TEL: (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
CALCULATED BY
OVERTURNING :TYPE 1
ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 2228.7.1 OF THE 1997 Uniform Building
Code.
TOP SHELF LOADED
TOTAL SHEAR = 1482 lb.
Mot = Vtrans * ht * 1.15
= 1482 * 145 * 1.15
= 215754 in.Ib.
Mst = E(Wp +.85wDL) * d/2
= ( 19500 +.85 * 400) * 42/2
= 409500 in.lb.
Puplift = 1(Mot - Mst) /d
Puplift <= 0 NO UPLIFT
SHEAR = 14 lb.
Mot = Vtop * h * 1.15
=14 *192 *1.15
= 3224 in.lb.
Mst = (Wp+wDL) * d/2
= ( 0+.85* 400)* 42/2
= 0 in.Ib.
Puplift = 1 (Mot - Mst) /d
= 76 lb. <- CRITICAL
PROJECT LOWES
FOR LOWES COMPANIES INC.
SHEET NO. 21 OF 23
M•T• DATE 8/2/00
13#
:1K 449#
244#
fi- 42" 4
USE 2 ea. 1/2 x 3-1/2 MIN. EMBED. MIN. EMBED. ANCHOR.
CAPACITY OF 1/2 x 3-1/2 MIN. EMBED. = 1125 lb. PULLOUT & 1840 lb. SHEAR
COMBINED STRESS1 = 0 / 2250 + 741 / 3680 = 0.20
COMBINED STRESS2 = 76 / 2250 + 7 / 3680 = 0.04
734#
INC.
MATERIAL HANDLING ENGINEERING
TEL (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
BASE PLATE :TYPE 1
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 = 9950 lb. B = 8 in.
Mb = 8000 in.lb.
D = 6 in.
b= 3 in.
P/A = Pcol /(D *B) = 207.2 psi.
M/S = Mb /((D *BA2)/6) = 125 psi.
fb2 = 2b /B *fb = 78.12 psi.
fb1 = fb-fb2 = 46.87 psi.
Mbase = wb1 A2/2 = b1 A2/2[ fa + fb1 + .67fb2]
Mbase = 957.0 in.lb.
Sbase = 1 *t^2 /6 = 0.0417 in.A3
Fbase = .75Fy * 1.33 = 36000 psi.
fb /Fb = Mbase /(Sbase *Fbase) = .63
ANCHOR TENSION
EMo =0
T *d2= [Mbase- Pcol *b /2]
T = Mbase /d2 - Pcol *b /2d2
T = -1539 lb.
PROJECT LOWES
FOR LOWES COMPANIES INC.
SHEET NO. 22 OF 23
CALCULATED BY
t =.5 in.
b1 = 2.5 in.
M•T• DATE 8/2/00
b b
13
fa [1 1111111
d2
dl
Pcol
I M base
dl
MATERIAL HANDLING ENGINEERING
TEL: (909)869 -0989 • FAX: (909)869 -0981
161 ATLANTIC STREET • POMONA • CA 91768
PROJECT LOWES
FOR LOWES COMPANIES INC.
SHEET NO. 23 OF 23
CALCULATED BY
M.T. DATE 8/2/00
SLAB AND SOIL :TYPE 1
THE SLAB IS CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO
DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND HENCE, WILL ACT AS A FOOTING.
(a) PUNCTURE
Pmax = 1.4 DEAD LOAD + 1.7 LIVE LOAD
Pmax = 1.4 * Pcol + 1.7 * (Mot /d)
= 22,663 lb.
Fpunct = 2 *sgrt(f'c) = 126.5 psi.
Apunct = [(w +t /2) +(d +t /2)] *2 *t = 240.0 in.A2
fv /Fv = Pmax /(Apunct *Fpunct) = 0.75
(b) SLAB TENSION
Asoil = Pmax /(1.33 * fsoil) = 17.00 ft. ^2
= 2,448 in.A2
L = sgrt(Asoil) = 49.5 in.
B = sgrt(w *d) + t = 12.9 in.
b = (L -B)/2 = 18.3 in.
Mconc = wbA2 /2 = (1.33 *fsoil *bA2) /(144 *2)
= 1,545.8 in.Ib.
Sconc = 1*tA2/6 = 6.00 in.A3
Fconc = 50 *sgrt(f'c) = 284.60 psi.
fb /Fb = Mconc /(Sconc *Fconc) = 0.91
B
L
BASE PLATE
w = 8 in.
d = 6 in.
CONCRETE
t =6in.
f'c = 4000 psi.
SOIL
fs = 1000 psf.
t
DEPARTMENTS:
By iIdi4 g Division
6 ' 4'1W
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
TUES /THURS ROUT NG:
Please Route Structural Review Required
REVIEWER'S INITIALS:
ACTIVITY NUMBER: D01 -089 DATE: 3 -28 -01
PROJECT NAME: LOWE'S
SITE ADDRESS: 101 ANDOVER PK E SUITE NO:
Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter it Revision # After Permit Is Issued
Comments:
n
APPROVALS OR CORRECTIONS: (ten days)
Approved ri Approved with Conditions
REVIEWER'S INITIALS:
CORRECTION DETERMINATION: DUE DATE
Approved n Approved with Conditions r7 Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
PLAN REVIEW /ROUTING SLIP
6112 rz Fire Prevention Planning Division
AU ) U 1- 144
Structural
Incomplete [1
n
C
Permit Coordinator
DUE DATE: 3- 29-2001
Not Applicable n
No further Review Required
C
C
DATE:
DUE DATE 4-26-2001
Not Approved (attach comments) n
DATE:
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D01 -089 DATE: 3 -28 -01
PROJECT NAME: LOWE'S
SITE ADDRESS: 101 ANDOVER PK E SUITE NO:
Original Plan Submittal Response to Incomplete Letter it
Response to Correction Letter
Revision Ir After Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
TUES /THURS ROUTIN
Please Route
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
Approved 1 Approved w'th onditionsl
REVIEWER'S INITIALS: 14
CORRECTION DETERMINATION:
Approved
REVIEWER'S INITIALS:
it]
n
Structural
Incomplete ri
Fire Prevention
Approved with Conditions
C
n
n
Planning Division
Permit Coordinator
Not Applicable
No further Review ' equire
DATE: 2cz
n
DUE DATE: 3-29-2001
DUE DATE 4- 26-2001
Not Approved (atta h co invents)
DATE:
DUE DATE
Not Approved (attach comments)
DATE:
PERMIT NO.:
BUILDING PERMITS
INSPECTIONS
0
0
❑
❑
❑ 00001 Progress Inspection Status
❑ 00002 Pre - construction
❑ 00003 Investigation
❑ 00004 OK to Occupy
❑ 00005 Remove Stop Work Order
❑ 00006 Follow -tip
[] 00007 Pre -Move Inspection
❑ 00050 WSEC Residential
❑ 00060 WA Ventilation /Indoor AQC
❑ 00070 NLEA Inspection /Modular Stn►ct
❑ 00071 Mobile I tome Tic Down Insp
❑ 00072 Marriage Lines
❑ 00090 Rested
❑ 00095 Fouling Drains
❑ 00100 Foundation Footings
❑ 00200 Foundation Walls
❑ 00250 Foundation Insulation
❑ 00300 Concrete Slab /Slab Insulation
❑ 00350 Crawl Space
❑ 00400 Shear Wall Nailing
❑ 00450 Plywood Wall Sheathing
❑ 00500 Roof Sheathing Nailing
❑ 00525 Plywood Deck Nailing
❑ 00550 Exterior Wall Sheathing
❑ 00600 Masonry Chimney
❑ 00610 Chimney Installation /AII Types
❑ 00700 Framing
❑ 00750 Root /Ceiling Insulation
c 00800 Floor Insulation
❑ 00801 Wall Insulation
❑ (10802 Exterior Roof Insulation
❑ 00803 Glazing Inspection
❑ 00815 Lighting and Controls
❑ 00900 Suspended Ceiling
❑ 01000 Interior Wallboard Fastening
❑ 0t001 Exterior Wallboard Fastening
❑ 01110 Pre -Move Inspection
❑ 01115 Motor Inspection
❑ 01120 Pre -Demo
❑ 01140 Pre- reroof
1400 Final -Fire
01700 Final - Building
01900 Final- Reroof
03100 Site Visit
04000 Special- Concrete
04001 Special -Bolts in Concrete
04001 Special- Mom /Resist Cone Frame
04003 Special -Reinf Steel Prestress
04004 Special - Welding
04005 Special -high- Strength Bolting
04006 Special - Structural Masonry
04007 Special -Reinf Gypsum Concrete
04008 Special - Insulating Conc. Fill
04009 Special -Spray Fireproofing
04010 Special- Piling, Piers, Caissons
04011 Special - Shotcrete
04012 Special- Grading, Excav /Fill
04013 Special- Retaining Wall
04014 Special - Panels
04015 Special -Smoke Control System
TENANT NAME: LOS .. /e5
CONDITIONS
1204.6)
0001 No changes to plans unless approved by Bldg Div
0010 Special inspection required, notify Bldg Div
❑ 001 I Special inspector shall submit final signed report
❑ 0012 New ceiling grid & light fixture shall meet lateral
bracing
❑ 0013 Partition walls attached to ceiling grid
❑ 0014 Readily accessible access to roof mounted equipment
❑ 0015 Engineered truss drawings & cotes shall be on site
❑ 0016 Exposed insulation hacking material
❑ 0017 Suhgrade preparation including drainage, excavation
❑ 0018 Statement from routing contractor verifying fire
yis. retardant class of roof
0019 All construction to be dune in conformance w /approved
CI plans
"No work shall be done in addition to those modifications..."
❑ 0002 Plumbing permits shall be obtained through King Co
❑ 0020 Structural observation shall be provided for this project
❑ 0021 All food preparation establishments must have King Co
❑ 0022 Fire retardant treated wood shall have flame spread of
❑ 0023 Notify Building I )ivisiun prior to placing any concrete
❑ 0024 All spray applied fireproofing shall he special inspected
❑ 0025 All wood to remain in placed concrete shall be treated
0026 All structural masonry shall he special inspected
0027 Validity of Permit
0028 Rack storage requires separate permit
❑ 0003 Electrical permits obtained thrnugl► 1, & 1
❑ 0030 Electrical
occupancy of building until final insp by Bldg Div • 0032 No
all %.vet's, concrete, stone foundations, Ilat
concrete
❑ 0036 Manufacturers installation instructions required on site
A "0B0T35 U ntaxitnutn allowed per 1997 WA Slate Energy Code"
Contact I'W Div to obtain insp for water/sewer connect
❑ 0038 A C' of O will be required for this permit
❑ (1039 Final approval for all '1'1 w /in the limits of the S(' Mall
❑ 0001 All mechanical work shall be under separate permit
❑ 0040 All construction noise to be in compliance with 8.2'l'MC
Ventilation is required for all new rooms & spaces
All permits, insp records & approved plans available
All structural concrete shall be special inspected
1041
0005
❑ 0006
❑ "Applicant shall obtain a separate plumbing permit Itum King Co"
❑ "Anchoring — All new construct and substantial improvement shall be
anchored to prevent tlutallon"
❑ 0007 All structural welding shall be done by WAR( certified
inspector
❑ 0008 All high - strength bolting shall he special inspected
❑ 0009 Bolts installed in concrete shall he special inspected
❑ 0031 Comply with requirements of 'fMC 16.14
❑ 0034 Removal aseptic tanks require approval and
compliance with King Co 1 Icalth Dept.
❑ "Obtain required inspections from appropriate water . sewer
districts"
"Fuel burning appliances
❑ "Appliances, which generate....
❑ "Water heater shall be anchored...."
❑ " Reruot"
Plan Reviewer: Date:
Permit Tech:
Date: 1-1'*--o t
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D01 -089 DATE: 3 -28 -01
PROJECT NAME: LOWE'S
SITE ADDRESS: 101 ANDOVER PK E SUITE NO:
Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
r
C
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete E
Comments:
TUES /THURS ROUTING:
Please Route
Incomplete
Structural
Structural Review Required
APPROVALS OR CORRECTIONS: (ten days)
Approved n Approved with Conditions
REVIEWER'S INITIALS: (0/-
44140111f LXK
Fire Prevention • Planning Division
C
REVIEWER'S INITIALS:
Permit Coordinator
C
C
DUE DATE: 3- 29-2001
Not Applicable n
No further Review Required
DATE:
DUE DATE 4 -26 -2001
Not Approved (attach comments) r
DATE: -4 -01
CORRECTION DETERMINATION: DUE DATE
Approved n Approved with Conditions Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
4.
CITY OF 'r ,JKWILA
Permit Center
6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188
Telephone: (206) 431 -3670
AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION
STATE OF WASHINGTON
COUNTY OF KING
Peemi7 4 Dot - 0 89
AFFCONT 1/13/00
ss.
Lowey 6cO Pe_L.) , states as follows:
1. 1 have made application for a building permit from the City of Tukwila, Washington.
2. I understand that state law requires that all building construction contractors be registered with the
State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the
Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have
read or am familiar with RCW 18.27.090.
3. I understand that prior to issuance of a building permit for work which is to be done by any
contractor, the City of Tukwila must verify either that the contractor is registered by the State of
Washington, or that one of the exemptions stated under RCW 18.27.090 applies.
4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby
attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I
consider the work authorized under this building permit to be exempt under No. i3 , and
will therefore not be performed by a registered contractor.
I understand that I may by waiving certain rights that I might otherwise have under state law in any decision to
engage an unregistered contractor to perform construction work.
Signed and sworn to before me this
1 2-Si b ) day of Pkt.r t , 20 Di .
NOTARY PUBLIC in and for the State of Washington,
residing at ' X�) ) County.
� . Y
Name as commissioned: Plial+14 , act
My commission expires: 5/
H -4
4cr
18.27.090 Exemptions. This chapter t "1II not apply to:
1. An authorized representative of the United States
Government, the State of Washington, or any
incorporated city, town, county, township, irrigation
district, reclamation district, or other municipal or
political corporation or subdivision of this state;
2. Officers of a court when they are acting within the
scope of their office;
3. Public utilities operating under the regulations of the
utilities and transportation commission in
construction, maintenance, or development work
incidental to their own business;
4. Any construction, repair, or operation incidental to the
discovering or producing of petroleum or gas, or the
drilling, testing, abandoning, or other operation of any
petroleum or gas well or any surface or underground
mine or mineral deposit when performed by an owner
or lessee;
5. The sale or installation of any finished products,
materials, or articles of merchandise which are not
actually fabricated into and do not become a
permanent fixed part of a structure;
6. Any construction, alteration, improvement, or repair
of personal property, except this chapter shall apply
to all mobile /manufactured housing. A
mobile /manufactured home may be installed, set up,
or repaired by the registered or legal owner, by a
contractor licensed under this chapter, or by a
mobile /manufactured home retail dealer or
manufacturer licensed under chapter 46.70 RCW;
7. Any construction, alteration, improvement, or repair
carried on within the limits and boundaries of any site
or reservation under the legal jurisdiction of the
federal government;
8. Any person who only furnished materials, supplies, or
equipment without fabricating them into, or
consuming them in the performance of, the work of
the contractor;
9. Any work or operation on one undertaking or project
by one or more contracts, the aggregate contract
price of which for labor and materials and all other
items is less than $500, such work, or operations
being considered as of a casual, minor, or
inconsequential nature. The exemption prescribed in
this subsection does not apply in any instance
wherein the work or construction is only a part of a
larger or major operation, whether undertaken by the
same or a different contractor, or in which a division
AFFCONT 1/13/00
of the operation is made into contracts of amounts
Tess than $500 for the purpose of evasion of this
chapter or otherwise. The exemption prescribed in
this subsection does not apply to a person who
advertises or puts out any sign or card or other
device which might indicate to the public that he is a
contractor, or that he is qualified to engage in the
business of contractor;
10. Any construction or operation incidental to the
construction and repair of irrigation and drainage
ditches of regularly constituted irrigation districts or
reclamation districts; or to farming, dairying,
agriculture, viticulture, horticulture, or stock or poultry
raising; or to clearing or other work upon land in rural
districts for fire prevention purposes; except when
any of the above work is performed by a registered
contractor;
11. An owner who contracts for a project with a
registered contractor;
12. Any person working on his own property, whether
occupied by him or not, and any person working on
his residence, whether owned by him or not but this
exemption shall not apply to any person otherwise
covered by this chapter who constructs an
improvement on his own property with the intention
and for the purpose of selling the improved property;
13. Owners of commercial properties who use their own
employees to do maintenance, repair, and alteration
work in or upon their own properties;
14. A licensed architect or civil or professional engineer
acting solely in his professional capacity, an
electrician licensed under the laws of the state of
Washington, or a plumber licensed under the laws of
the state of Washington while operating within the
boundaries of such political subdivision. The
exemption provided in this subsection is applicable
only when the licensee is operating within the scope
of his license;
15. Any person who engages in the activities herein
regulated as an employee of a registered contractor
with wages as his sole compensation;
16. Contractors on highway projects who have been
prequalified as required by chapter 13 of the Laws of
1961, RCW 47.28.070 with the department of
transportation to perform highway construction,
reconstruction, or maintenance work.
March 21, 2002
Todd Pannell
101 Andover Park East
Tukwila, WA 98188
Dear Permit Holder:
City of Tukwila
Department of Community Development
RE: Permit Application No. 001 -089
101 Andover Park East
In reviewing our current records the above noted permit has not received a final inspection by the City
of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every
permit issued by the Building Official under the provisions of this code shall expire by limitation and
become null and void if the building or work authorized by such permit is not commenced within 180
days from the date of such permit, or if the building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
Based on the above, you are hereby advised to:
• Call the City Of Tukwila Permit Center at (206) 431 -3670 to schedule a
progress / final inspection
A progress inspectioi: is intended to determine if substantial work has been accomplished since
issuance of the permit or last inspection; or if the project should be considered abandoned.
If such determination is made, the Building Code does allow the Building Official to approve a one -time
extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons
why circumstances beyond the applicants control have prevented action from being taken.
In the event you do not call for the above inspection or request and receive an extension prior to April
24, 2002, your permit will become null and void and any further work on the project will require a new
permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Stefanie Spencer
Permit Technician
oriced-
Xc: Permit File No. D01 -089
Bob Benedicto, Building Official
Steven M. Mullet, Mayor
Steve Lancaster, Director
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 -431 -3665
September 10. 2001
Mr. Todd Pannell
101 Andover Park East
"Tukwila. WA 98188
RE: Permit Application No. D01 -089
101 Andover Park East
Dear Permit 1Iolder:
Our records indicate that on October 24. 2001, one hundred and eighty days (180) will have passed with no
inspections having been called for under Tukwila Building Permit No. 1)01 -089. tinless you call for an
inspection. or obtain a written extension from the Tukwila Building Official prior to that date, your above
referenced permit will become null and void.
If your project has been completed plcasc call for a final inspection. II ∎ou are actively working on it.
please notify our office.
If you have any questions or need further inlirrmation to obtain an extension on your permit. please call the
Tukwila Building Division at (206) 433 -7165.
Sincerely.
City of Tukwila
Stefania Spencer
Permit Technician
\ss
Xc: Permit File No. 1)t)1 -089
Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
6300 Southeenter Boule'v'ard, Suite #100 • Tukwila. Washington 98188 • Phone: 206.43! -3670 • Fax: 206-431-3665
' "*.t.VbN■
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