HomeMy WebLinkAboutPermit D01-067 - WILMAR - STORAGE RACKS!,:$241,4-41,..A.r.gtupoormet.o.
D01-067
Wilmar
1149 Andover
Pk W
City of Tukwila (206) 431 -3670
Community Development / Public Works e 6300 Southcenter Boulevard, Suite 100 • Tukwila, t t'ashin tor, 9818,'3
Parcel No:
Address:
Suite No:
Location:
Category:
Type:
Zoning:
Const Type:
Gas /Elec.:
Units:
Setbacks:
Water:
Wetlands:
OCCUPANT
OWNER
CONTACT
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES.
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
352304 -9098
1149 ANDOVER PK W
AWSE
DEVPERM
RACKS
Contractor License No:
000
North: .0 South: .0 East: .0 West: .0
TUKWILA Sewer: TUKWILA
Slopes: N Streams:
WILMAR
1149 ANDOVER PK W, TUKWILA WA 98188
WAREHOUSE PROPERTIES ASSOC
300 ADMIRAL WY. EDMONDS WA 98020
TONY LANDEROS
431 PURDY AV, PLACENTIA CA 92870
**k********************************** k**** k** k** k*** k** *k*k *k * ** * ** * ** *k* *kk *-k * * *A*
Permit Description:
INSTALLATION OF STORAGE RACKS.
***************** k******k*** k** kk****k* *k ** * *k * * **. * * *kk *kkkk* * ** * * *** *kkkk *kkk ** *Ak*
Construction Valuation: $ .00
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr:
Curb Cut /Access /Sidewalk /CSS: N
Fire Loop Hydrant: N No: Size(in): .00
Flood Control Zone: N
Hauling: N Start Time:
Land Altering: N Cut:
Landscape Irrigation: N
Moving Oversized Load: N Start 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
******************** * * * * * * **k * * * *k * * *k * * * * * *k * * * * ** ** k *kk * * * * * * * *k *A * * * * * * *** * *AA
TOTAL DEVELOPMENT PERMIT FEES: $ 850.04
*** k******** k*********** * * * * * * * * * * **k * **Akk *k **k *k * ** * ** * *k* *kkkk * * ** *kkkk * * * *k* *A
Permit Center Authorized Signature:___
I hereby certify that I have read a examined this p rmit and /know the same
to be true and correct. All provis ons of law and ordinances governing this
work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or
cancel the provision of any other state or local laws regulating construction
or the performance of work. I am authorized to sign for and obtain this
development permit
Signature:_
Print Name:
DEVELOPMENT PERMIT
Occupancy: WAREHOUSE
UBC: 1997
Fire Protection:
tAia
Permit No:
Status:
Issued:
Expires:
Phone:
Phone: (206)775 -9127
Phone: 714 - 223 -6844
End Time:
Fill:
End Time:
Public: N
1/1 C C"'- e .
D01 -067
ISSUED
03/23/2001
09/19/2001
Date: 3 • z 3.0/
c23'01
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 Condition::
1. t4:' ohandes will be ir.Adt ! t
Pn,)tnee, ano Tukwila FOldin9
2. All oon:tru to be 4.
blahs and reduiremets th
Editioni as amended. Untf , .ode
and Washin9ton Eler Code 11-
3. Validity of Permit. rhe l:suance of 3
speolfioation. and •omp0 she not te
:trued to be a oetmit ..*J1 Actw of.
of any of the OrOv::!OW: of th. r.0
other •r•inanoe of the !os
91vt aut•orit violate cc rsht
code shall he
4. All DerM1r.2. tripe4:t;.,No (t7 :11 . olAns
available at the it site the .7 t,%1* 3nv , ...on-
strudtion. These document: al r t ..'iaitained and evai'-
able until final inspo ocanted.
S. FIRE DEPARTMENT cONDITION.7.
6. The attaohed :et of olans. haft& ben t'y The
Prevention Bureau and Are acc.e w:th Jt
7. StOra9e MAy not be than 36 rie,:.he: in 3!! dr.itcrion.T
to cellin9-hun9 oc Unit heater. 2
8. Storl9e may not be closer th.an
heads. kNFPA 13.
in double i*ow wIth ht! 2-tor,:‘,41e an j
inoludin9 2F'. an overa..)e rio0Ainal f!L,
between loads or at r,A uorif zt4a1) be m3intefted.
(NFPA
10. Maintain s 6" lorp)itudinal betw
bacV raCV.s. iNFP.!..•
11. Where stor.iqe litnt e. It feet a soril
only are installed, fire oroteotion by one of the
mt t ht)d I requIred for steel builoin
within ; ,:tl-h fire
sprini.lers at the lt foot elevation of the column.
oeilin9 sprini.ler dens.ity minimu.ms as dete:ollneo bv the
Tukwila Fire Pre.. i;
1:2. A I e leadinci req e.,; sh3 oe
portions of bti witt An 3c
route Of tr20.:1 with toe Eu7'
requirements f•:
13. Dependin9 on the classi T tht
tortld and they .t of tht n: ts ..
hose . z.tations and ou, be . b Table
el-A of toe Unifo:4 Fr e ':ontztot the TJl..Y::la Ri:e
Prevention Bureao for f Inform3tt,
I4, An .iCyLr:)vtd i oze stator i'?'JWr'e" L' l:: t1 . . flew.
dill: t be Ubilt I t : I ed to the F ; r ' Mar'; :it'Lil'ti ra : s;' i •.'',' t
in.•td11 ?t. ►. t c. its• .jr'tiinanC
15. Raas desi ')ne:1 for h .]ii -•oi ?d _.t!''3; !t.r :t r with
section 2_0 of the U ? ino t't 11 ;• lea a
the Tuiwila Eui±ti11i9 L't't'ta! fo ! I: r, i "71r' r .
detr,Ign and
16. Retrain from b :)ck il't'7
M P4 :tandord #13 : ate!:, in
e of 4 feet in width YJ i i'k il''_r i.iY1 t
:•Lir ill itr'_ thereunder.
17. Hi9lf -u lest .o+lti:f:.tittie. i1t_irt?rtt: .
l�/tiri }y L acl t t1 L' • iLa';. i1'_'f :' than J.. tl':'t' in he '
combustible matefial's material's on ,•i1iet; c in t�i':t ;�itls _ rh.1.!'t #_
feet in height:. For
ztit,ch as rubber tire:— . nit' f3aable i F �t: ' •.!_ .
hilt' pallet:. : =C.... the critical L?t tie t
a:F 6 f e e t . t U f" _.
16. Contact the Tukwila F i, "t► is i rs':t'fii ; t'f! 3urc' w itc : . 1
required Inspect lt?ws and t.t.t_. +fir•_ 10.!
Ordinance 41900 and 11 1
lei. Thi_ review i la;it:'d tt' 'ue t ive tenant o, i. -
1. ec i a l f i r e taC't '1' i ? : i ?la t• r „ t'4 e a, l tit o ' i•:'l ', :1 d a , ' F _
, t i' t
de'fce iUtt ion `ti intt',i:ieJ u:t?.
20. Any overlooked il•i_ :it +.It ,1'_ `std C it ti .iti i. 'J ?t) l ioy;
aJ(•t:'t:t'd Fire or E4u i tlir,9 t {t: JCF:': 60r i DO!'
Ch 1 i t ion 7ftlation
21. the e lafts were r e it wed �'u � W C tl iav
Utiis: tion:. p2ea_e :.311 the Tt24'.wi' - a i" i i't' r�:e't'.t ?,:t !~!!• a t
at _O6 i :i7 -44O .
F hereby ,:er't if 1' th.it I tldl'C' .`ti;i d
With them :ti- tut] i1'_'tl . t.' ' t i s ± � r} 1r i i i,
tli l: wo: i. kli ; i i11
orantin9 of Chi_ oe icit 'aces ..G t. 21i1 '1, •
viOlt: .`i' c•3ri.'' the
e9ulat1r9 _.' *':_rr u,:ti.'"f? titer
Project Name/Tenant: CO, L m A
RAorzS
❑ Multi- family 5a Warehouse ❑ Hospital
❑ Motel /Hotel ❑ Office
❑ Other
Value o onstruction:
Site Address (include suite number) City State/Zip:
// q 9 4-A43606•2 t32e wFSr i U
Tax Parcel Number:
3a - Z3adi — 905g
Property Owner:
If yes, extent of change: (Attach additional sheet if necessary)
Phone:
Street Address:
City State/Zip:
Fax #:
Contractor:
7 :6 4
Phone:
Street Address:
City State/Zip:
Fax #:
Architect: A./ /A
Phone:
Street Address:
City State/Zip:
Fax It:
Engineer:
/Q /}Cg Of fibril , ENGin,vEt:n/t Co (aAtAy 044Ad
Phone:
8/8 - YS 1- -2 ,80
Street Address: City State/Zip:
_12 4. 6 j (��sd a /rr1 'We. t� Ci4 91 dam°
Fax #:
S/ ° -S3
Contact Person:
I y LA "Ides S
Phone:
7/S/ -223 (-IVY
Street Address:
y3/ -�uRd y /4tJe 1atAl'E.Jn
City State/Zip:
82 814
Fax #:
7I y' ZZ3 - L8�1 C
Description of work to be done (please be specific):
I lie .s'/Orly
RAorzS
❑ Multi- family 5a Warehouse ❑ Hospital
❑ Motel /Hotel ❑ Office
❑ Other
Existing use: ❑ Retail ❑ Restaurant
❑ Church ❑ Manufacturing
❑ School /College/University
Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family 0 Warehouse ❑Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office
❑ School /College/University ❑ Other
Building Square Feet: existing No. of Stories: Area of construction (sq (t):
Will there be a change of use? ❑ yes RI no
If yes, extent of change: (Attach additional sheet if necessary)
Will there be rack storage? 0 yes ❑ no
Existing fire protection features: c, sprinklers automatic fire alarm ❑ none ❑ other (specify)
Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ❑ no
Attach list of materials and stora, a location on se crate 8 1/2 X 11 a er indicatin ' uantities & Material Safet Data Sheets
I 1 /30 /00
crprrnur.doc
CITY OF T UKI ''1 LA
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
(206) 431 -3670
Date application accepted:
- 7- /2 -a
Date application expires:
S- /2— a/
Project Number:
Permit Number:
D O / —OD7
Commercial / Multi - Family Tenant Improvement / Alteration Permit Application
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING:
(Additional reviews ma be determined b the Public Works De s artment)
❑ Channelization/Striping ❑ Curb cut/Access/Sidewalk
❑ Fire Loop /Hydrant (main to vault) #:
❑ land Altering 0 Cut cubic yds.
❑ Sanitary Side Sewer #: ❑
❑ Storm Drainage ❑ Street Use ❑
❑ Water Meter /Exempt #: Size(s):
❑ Water Meter /Permanent it Size(s):
❑ Water Meter Temp It Size(s):
❑ Miscellaneous
Size(s):
0 Fill
Sewer Main Extension
Water Main Extension
0 Deduct
Est. quantity:
❑ Flood Control Zone ❑ Hauling
cubic yds.
❑ Landscape Irrigation
O Private 0 Public
O Private 0 Public
0 Water Only
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.
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The
building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in
Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
Application taken by: (initials)
d /4
PLEASE SIGN BACK OF. APPLICATION. FORM
BUILDING OWNER OR AUTHORIZED AGENT:
Signature:
Date:
Print name:
Phone:
Fax It:
Address
City /State /Zip
APPLICA S MUST BE SUBMITTED WITH T OLLOWING:
ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL
ENGINEER OR CIVIL ENGINEER
• ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUBMITTED
❑ ❑ Complete Legal Description
❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures
(Form H -13). Business Declaration required (Form H -10).
Four (4) sets of working drawings (five(5) sets for structural work), which include :
❑ ❑ Site Plan (including existing fire hydrant location(s)
1. North arrow and scale
2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements
3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions
4. Location of driveways, parking, loading & service areas
5. Recycle collection location and area calculations (change of use only)
6. Location and screening of outdoor storage (change of use only)
7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's
boundaries
8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use
only)
9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, Z
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 I W
only)
11. Location and gross floor area of existing structure with dimensions and setback 0
12. lowest finished floor elevation (if in flood control zone) 0 O
O
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H-9). U) w
CI ❑ Floor plan: show location of tenant space with proposed use of each room labeled J =
►—
U) LL
rl
❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of w O
any hazardous materials; dimensions of proposed tenant space.
J
❑ ❑ Vicinity Map showing location of site LL Q to d
❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack
= Z w
w
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of f- p
rack. Structural calculations are required for rack storage eight feet and over. W f'
❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished U D
❑ ❑ Construction details p
w W
❑ Cl Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water H U
supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed L ~
O
sprinkler system design criteria as identified by the Fire Department. tai Z
❑ U� ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. P H
SEPA Checklist - if intensification of use (check with Planning Department for thresholds).
Z
❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other
land use or SEPA decisions.
❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County
Department of Public Health prior to submitting for building permit application. The Department of Public
Health is located at 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 issued
OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ".
Building Owner /Authorized Agent If the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State
of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will
be required as part of this submittal
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF
PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
1 1/30, 00
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114
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* ** * **4444844.4.4 t 44 t 44.4 t4 4 44.14 44 44 vietttl4ttt4... •
4.-4*4 • 444,4444444k 44 44444 04. 4 4 k t t
tttki-k1t4tt‘
tAIY OF TUrWI
* 44 LA. 444
IPAW;M1T OvJAler: .tinouNt: t, . 0 j . "
Payment Method: CHECK N.) PrCH :rr:
1''mIt No: pot -00; OV;P:TA0
Piircel 00: ...:t;2304-DOE.,:
Stt‘l Address': 114q A000 PK 14
Ihis Pv‘,ment !olt.?!. lotv! HiL ;rts:
*AA**********4AWVA
Accolint Code *sit.r)otlim
000;322.100 [MANN()
Ou0/18t '3rAfE 13L=ILI)1(4 ANCHAV 4.
. , .
* * k k * * Or * * 4 11/4 * 4 i4 k 4 .4 Ai kk k 4 4 kA*.t Al A .4 4 t 4 k .4 4 A • t
CITY OF TUKWILA. WA 71
814********A******AAAA***AA4****AAAAAA4*NikAAAkkkAAAAAAtAAAtAAk4
TRANSMIT mher; P.010O31:2. AflICitt t J I I 4:12
Pwiment Method: CHECK NQt;;tion: PEACH ;3r,;rE : t!t 3LH
Peomit No: D01-c/67 Tvue: DEVPERM C PiiRh(:*
Paxce1 No: 352304-':1098
Site Addreei: 114' AND)UER PK W
r
This Payment 333,0?
*****k****4***********4**********A*4-4**k**Ak****#4***A4***4**i
Account Code DeQcript;on Amou;it
000/345.820 PLAN CHECK - NOOKLS
rot.ti
lot! ALL rmtb:
at ri:
7: 4
'17. •710 TOTAL
Project:
k 1''t - - Zia c, A _ n 4 , .
A)
Typ Inspection.
( 1,. .. J
Address:
L rim....s X11 — _
Date call . :
Special instructions:
4
.043.01
Date wa ?t
a.
• e 1' To
Requesst`er:
Phone:
( ? oc>> I _) I
D(...t'<°_
INSPECTION NO.
INSPECTION RECOL.
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION "
6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431 -3670
Approved per applicable codes. EJ Corrections required prior to approval.
COMMENTS:
Inspector:
4,1
Dol - o 7
PERMIT NO.
Date:
H _ 3_0 't
El $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
{
City of Tukwila
Fire Department
Project Name \ `a ∎ \\"Y`c -c
Address z-nC' QV.
Retain current inspection schedule
Needs shift inspection
Approved without correction notice
Approved with correction notice issued
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits: �.
Authorized Signature
FINALAPP . FRM
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
Thomas P. Keefe, Fire Chief
Permit No. � t 6C--)
Date
T.F.D. Form F.P. 85
John W. Rants, Mayor
Suite #
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 • Fax (206) 57$4439
BY G. OHANIAN
DATE 2 -14 -01
SUBJECT
R� •( DESIGN & ENGINEERII' CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
STRUCTURAL CALCULATIONS OF "INTERLAKE"
& "PREST RACK" STORAGE RACKS FOR:
WI LMAR
1149 ANDOVER PARK WEST
TUKWILLA, WA. 98188
PER UBC 1997 EDITION
STORAGE RACKS CAPACITY:
1500 # / LEVEL
CALCS. 1 THRU 7
DRAWINGS: RD -5505
SH. 1
f� A
• '4 W +ff f r'r .
E r:;alriti`3 d
.Doi - o6 �
SHEET NO. 1
JOB NO. RD -5505
CITY
MAR 1 r ou i
BY G. OHANIAN
DATE 2 -14 -01
SUBJECT
e
1
toe
11
a
Ir
FRONT VIEW TYPE 1
1
RA DESIGN & ENGINEERIN CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
FRONT VIEW TYPE 3 SIDE VIEW
SIDE VIEW FRONT VIEW TYPE 2
ur -3015
17P
•--
M 108 "x.9 K — 12.2 "K
8
SHEET NO. 2
JOB NO. RD -5505
SIDE VIEW
(8 311 SEAM
1500 # / LEVEL + 25% IMPACT LOAD
900 # / BEAM
I =1.13
S =.63
Fy = 50 KSI.
"K
SR= 1302 — .40 <.63
p _ 5xWxL = .45" < 108 = .60"
384x1 x xE 180
BY G. OHANIAN
DATE 2 -14 -01
SUBJECT
.5.EISMIC DESIGN
.LOAD P COLUN
TYPE 1 ER M
do 2
Fs 3x1.5 K — 2.3 K
2
W =.1 + K
D.L. 2 L.L.
V— 2.5x.36x 1.3 — . K
5.6
V .2.5xx1.3 = .26 K
4.4
V= 2x.26 = .52 K
LONG1T. SEISMIC
(TYPE "1 ")
V= 2.5xCaxl x w
R
.2 K
R�. C DESIGN & ENGINEERIII. CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
7.6 -K
1500 # / LEVEL
UBC 1997 SEC. 2222
1 =1
R =5.6 LONGIT. DIR. (MOM. CONN.)
R =4.4 TRANSV. DIR. (BRACED)
Ca =.36
W= D.L. +L.L. /2
BASE SHEAR PER COLUMN LONGITUDANAL DIRECTION
BASE SHEAR PER COLUMN TRANSVERSE DIRECTION
BASE SHEAR PER FRAME TRANSVERSE DIRECTION
SHEET NO. 3
JOB NO. RD -5505
LYJ "3"
K
P
4X1.5 _3 K W =.1 + -3- n - =1.6 K
2 D.L. L.L.
V 2.5x.36x 1.6 — .26 K
5.6
M COL.
,26 =3.4 "K
2
(TYPE "2 ")
' BY G. OHANIAN
DATE 2 -14 -01
SUBJECT
COLUMN ANALYSIS
COLUMN AT TYPE "1"
Ki 76 =61.8
rx 1.23
K I _ 52 = 48.1
ry 1.08
Max =S .Fb= 24.0 "K
O M @iNNA S_ iE S $ _.RATlQ
P P M - 169 + 240 = .45 <1.33
Po ox
BASE PLATE
"K
ANCH. TENSION = 7.6 —(2.3 x3 ") = . K
RA DESIGN & ENGINEERIN CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8803
6 "
ANCHOR SHEAR = 2 = .1 K
2
A =.78
I =1.19
S =.80
r =1.23
Fe = / 2 E2= 74.9
` rx )
Fe> FY --
2
USE (2)-1/2"0 HILTI ANCH. (ICBO #4627)
3 1/2" EMB. (NO INSPECTION REQ'D)
DESIGNED FOR 1/2 STRESS
P„ =F xA = 32.5 K
F Y = 50
I =.92
Sy =.59
r =1
In
F KSI
F„= F - 41.7
P 16.9 K
1.92 —
2.3
K
SHEET NO. 4
JOB NO. RD -5505
7 3/4 "x5 "x3/8"
BASE PLATE
BY G. OHANIAN
DATE 2 -14 -01
SUBJECT
COLUMN ANALYS_!S
COLUMN AT TYPE "2"
h
Kt _ 43
KI _ 64 = 63.3
rx 1.2
r .9 =47.8
y
"K
Max =Sx •Fb =
KSI
F =50
A =.71
I =1.02
S =.69
r =1.2
r y = . 9
cOQ.INE S�_8ES5_ HA_TIO
= 16.2 + 20.7 = .44 <1.33
P a M ax
Pa + M ax _ 11.6 + 14.4 = .49<1.33
sA�E PLA
Fe> FY
2
6.2
-K —(K „
ANCH. TENSION = 62 3 x3) = 0
ANCHOR SHEAR = ' .1
2
USE (2) -1/2 "O HILTI ANCH. (ICBO #4627)
3 1/2" EMB. (NO INSPECTION REQ'D)
DESIGNED FOR 1/2 STRESS
RA : DESIGN & ENGINEERIN CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8803
Fe= FE = 100.6
Ki
( rY )
TYPE "2"
TYPE "3"
COLUMN AT TYPE "3"
"K
Max =S .F =14.4
KSI
F =F — fi r -)= 43.8
P =F xA = 31.1 K p 16.2 K
2.3
K
SHEET NO. 5
JOB NO. RD -5505
KSI
F =50
A =.51
I =.71
S =.48
r =1.1
r y = . 8
7 "x3.5 "x3 /8"
BASE PLATE
N
BY G. OHANIAN
DATE 2 -14 -01
SUBJECT
MOMENT AT BEAM CONNECTION
M,= 7.6 +3
2
USE 2 PIN CONNECTOR
ALL LEVELS TYP.
m 6.2 +3 = 4.6 "K TYPE "2"
2
USE 2 PRONG CONNECTOR
ALL LEVELS TYP.
7/16 "0 RIVET A = .095 Fy = 79 KSI
Va = .095x79x.4 = 3.0 K
TY
1 /9
7/16 RIVET
ASTM A354 -79
"K
= 5.3
2 PIN CONNECTOR
Ma = 3.0 "x1.33 = 16 "K
CONN.
RE { DESIGN & ENGINEERIP CO.
3788 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8803
TYPE "1"
"K
5.3
2 PRONG CONNECTOR
Va =3.0
TAB
Ma = 3.0 x5 "x 1 .33 = 20.0 "K
CONN.
SHEET NO. 6
JOB NO. RD - 5505
"K
BRACKET
t =3/16"
3 SIDES iYP > 8 ' +♦��
• BY G. OHANIAN
DATE 2 -14 -01
SUBJECT
TRANSVERSE SEISMIC
(OVERTURNING)
M .52 "x.5x1.15 = 57.4
M
= 2.3 x42" = 96.6 -K
NO UPLIFT
_L...OA1LJQ DIAGONAL
P = .52x 56 = .69 K
42
F Y= 50KSI
A =.31
r =.48
Q =.74
L= 56"
. IE _K WELDS
1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL)
3x.125x.707x70x.3 = 5.4 K
CHECK SLAB
3000
Rt Y DESIGN & ENGINEERII CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
KSI
F = 11.2
P =3.5
5" CONCRETE SLAB
2000 PSI. CONC.
1000 PSF. SOIL
130TH SIDES TYP
1 1/2"
N \
x
I =.07"
SItc. A -
3000 = 3 0
1 000
Ni 432 = 20.8"
S 12x5 = 50
6
SEC. B -@
3x144 =432 (3"
M= \ 12 ) 1 000x 2 - x12 =806.6
806.6 = 16.1 < 1.6 12000 =72
50
SHEET NO. 7
JOB NO. RD -5505
ACTIVITY NUMBER: DO1 - 067 DATE: 3 -12 -01
PROJECT NAME: WILMAR
SITE ADDRESS: 1149 ANDOVER PARK W SUITE NO:
Original Plan Submittal
DEPARTMENTS:
Buildi�br-vivision F1
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete Incomplete
TUES /THURS ROUTING:
Please Route
PLAN REVIEW /ROUTING SLIP
Response to Correction Letter #
REVIEWER'S INITIALS:
Fire Prevention
AWL- 3 -s4-vt
Structural
Structural Review Required
APPROVALS OR CORRECTIONS: (ten days)
Approved ri Approved with Conditions
CORRECTION DETERMINATION:
Approved n Approved with Conditions
REVIEWER'S INITIALS:
Y'AAVUII tx)c
WI
n
n
Response to Incomplete Letter ± _.
Revision # After Permit Is Issued
Planning Division
C
Permit Coordinator
DUE DATE: 3-13-2001
Not Applicable LI
Comments:
No further Review Required
n
DATE:
DUE DATE 4- 10-2001
Not Approved (attach comments) n
REVIEWER'S INITIALS: DATE:
DUE DATE
Not Approved (attach comments) n
DATE:
t
DEPARTMENTS:
Building Division
Public Works
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D01 - 067 DATE: 3 -12 -01
PROJECT NAME: WILMAR
SITE ADDRESS: 1149 ANDOVER PARK W SUITE NO:
Original Plan Submittal
Response to Correction Letter #
n
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
TUES/THURS ROUTING:
Please Route ri Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
Approved ri Approve with Conditions
REVIEWER'S INITIALS:
CORRECTION DETERMINATION: DUE DATE
Approved ri Approved with Conditions Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
Y/+
•
Fire Prevention
Structural
Incomplete ri
Response to Incomplete Letter #
n
n
Fl
Revision #
After Permit Is Issued
Planning Division
Permit Coordinator
n
n
DUE DATE: 3-1 3-2001
Not Applicable El
No further Review Required
DATE:
imimmraminimul
DUE DATE 440-2001
Not Approved (atta com ents) n
DATE:
PERMIT NO.: ° DO fiCb
BUILDING PERMITS
INSPECTIONS
❑ 00001 Progress Inspection Status
❑ 00002 Pre - construction
❑ 00003 Investigation
❑ 00004 OK to Occupy
❑ 00005 Remove Stop Work Order
❑ 00006 Follow -up
❑ 00007 Pre -Move Inspection
❑ 00050 WSEC Residential
❑ 00060 WA Ventilation/Indoor AQC
❑ 00070 NLEA Inspection/Ivlodular Struct
❑ 00071 Mobile Home Tie Down Insp
❑ 00072 Marriage Lines
❑ 00090 Rested
❑ 00095 Footing 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/All Types
❑ 00700 Framing
❑ 00 Roof /Ceiling Insulation
❑ 00800 Floor Insulation
❑ 00801 Wall Insulation
❑ 00802 Exterior Roof Insulation
❑ 00803 Glazing Inspection
❑ 00815 Lighting and Controls
❑ 00900 Suspended Ceiling
❑ 01000 Interior Wallboard Fastening
❑ 01001 Exterior Wallboard Fastening
❑ 01 110 Pre-Move Inspection
❑ 01115 Motor Inspection
❑ 01120 Pre -Demo
1140 Pre - reroof
1400 Final -Fire
1700 Final - Building
01900 Final - Reroof
❑ 03100 Site Visit
❑ 04000 Special - Concrete
❑ 04001 Special -Bolts in Concrete
❑ 04001 Special- Mom/Resist Conc 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
❑ 0401 1 Special - Shotcrete
❑ 0401 Special- Grading, Excav/Fill
❑ 04013 Special - Retaining Wall
❑ 04014 Special - Panels
❑ 04015 Special -Smoke Control System
TENANT NAME :110 o4 Kr
CONDITIONS
Plan Reviewer: tok
Permit Tech:
Date:
Date:
itira No changes to plans unless approved by Bldg Div
0010 Special inspection required, notify Bldg Div
❑ 0011 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 & caics shall be on site
❑ 0016 Exposed insulation backing material
❑ 0017 Subgrade preparation including drainage, excavation
❑ 0018 Statement from roofing contractor verifying fire
retardant class of roof
X0019 All construction to be done in conformance w /approved
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 Division prior to placing any concrete
❑ 0024 All spray applied fireproofing shall be special inspected
❑ 0025 All wood to remain in placed concrete shall be treated
026 All structural masonry shall be special inspected
0027 Validity of Permit
❑ 023 Rack storage requires separate permit
❑ 0003 Electrical permits obtained through L & I
❑ 0030 No occupancy of building until final insp by Bldg Div
❑ 0032 Remove all weeds, concrete, stone foundations. flat
concrete
❑ 0036 Manufacturers installation instructions required on site
❑ "BTU maximum allowed per 1997 WA State Energy Code"
❑ 0035 Contact PW Div to obtain insp for water /sewer connect
❑ 0038 A C of 0 will be required for this permit
❑ 0039 Final approval for all TI w/in the limits of the SC Mall
❑ 0004 All mechanical work shall be under separate permit
❑ 0040 All construction noise to be in compliance with 3.2 TMC
041 Ventilation is required for all new rooms & spaces
0005 All permits, insp records & approved plans available
❑ 0006 All structural concrete shall be special inspected
❑ "Applicant shall obtain a separate plumbing permit from King Co"
❑ "Anchoring — All new construct and substantial improvement shall be
anchored to prevent flotation"
❑ 0007 All structural welding shall be done by WABO certified
inspector
❑ 0008 All high- strength bolting shall be special inspected
❑ 0009 Bolts installed in concrete shall be special inspected
❑ 0031 Comply with requirements of TMC 16.04
❑ 0034 Removal of septic tanks require approval and
compliance with King Co Health Dept.
❑ "Obtain required inspections from appropriate water &
districts"
❑ "Fuel burning appliances
❑ "Appliances, which generate...."
❑ "Water heater shall be anchored...."
❑ "Reroof
sewer
3• ((
ACTIVITY NUMBER: D01 - 067 DATE: 3 -12 -01
PROJECT NAME: WI LMAR
SITE ADDRESS: 1149 ANDOVER PARK W SUITE NO:
Original Plan Submittal __Response to Incomplete Letter It
Response to Correction Letter #
Revision # After Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 3 -1 3-2001
Complete
Comments:
TUES /THURS ROUTING:
Please Route El Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: (ten days)
Approved ri Approved with C nditions
REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
Approved Approved with Conditions n
REVIEWER'S INITIALS:
Y`RRtX)l([N x'
1.4x
PLAN REVIEW /ROUTING SLIP
C
C
Fire Prevention
Structural
Incomplete pi
n
Planning Division
Permit Coordinator
No further Review Required
n
n
Not Applicable n
n
DUE DATE 4- 10-2001
Not Approved (attach comments) n
DATE: 3&/C //Cc (
DUE DATE
Not Approved (attach comments) n
DATE:
•—.
• - •. _ • . .
' -. 7 •
•
- • _ - • , •
••
- • ..*
•
,.;
•
,
: 14 -• •••
--;
3 ,:st
• • •
• •
•
• .:•• •
•
•
•
. •
', . •
a....4..-:.-.....-......,.7..:, "..','-'" •` -4......- .....; •. ...— .. .. i ' ...I ............ii............4.4! -k i : ' • '' 1- - . .—...:—. Z:•.4 '.' : -...: - ..,„.?....e.: i....• • -... .— ...,., - - .... ..e. •••■ . 0 Al• ••••, .4... ji:.....:
. . • . . .. . .. . ..
. ...
. .
. . . . .
. . . .
REGISTERED AS PROVIDED BY LAW AS
CONS T CONT GENERAL
REGI ST . #-. EXP . DATE
CCO1 TRISTC*011MW 05/23/2001
EFFECTIVE DATE 07/16/1999
TR I STAR CONSTRUCTION
415 LAKEVIEW RD i#Al2
LYNNWOOD WA • 98037 .
Signature
Ism.teil by DEPARTMENT OF LAIJOR AND INDUSTRIES
Current Contractor Registration Card: ,Yes 0 No
o Enter Contractor. Information in Sierra: es : [] No
CA
146'
HOLDER
LOAD PER BEAM LEVEL:
2,000# MAX / 1,500# AVERAGE
0 0'
24' -11
43
16
PEACH (jSTAT E
Resource Integration For A Competitive Advantage."
3005 Business Park Drive., Norcross, GA 30071 Tel: 678 327 -2000
www.peachstate. con Fax: 678 327 -2030
34'- 11
0
0
'2" C IN
Permit
21E010-043
001
PALLET RACK
B
LOAD PER BEAM LEVEL:
1,500# MAX / 1,000# AVERAGE
N7S
10' -0"
_ 1 2/15/01 IRWPI NA I
30' 30'
30" 30"
LOAD PER BEAM LEVEL:
1,500# MAX / 1,000# AVERAGE
10' -14"
30" 30"
48"
S
7 ' -0 ,'
R
S
NOTE: WIRE DECKING ON ALL BEAM LEVELS
LOAD PER BEAM LEVEL:
1,500# MAX / 1,000# AVERAGE
1149 ANDOVER PARK WEST
TUKWILLA, WA 98188
Wilmar Industries
NOTE: This drawing (or print) is property of Peach Stale Integrated Technologies, Inc. and shall not be traced, photographed, photostated, or reproduced in any manner, nor used for any purpose whatsoever except by written permission of Peach State Integrated Technologies Inc.
\
x 1 3/4'.
/
��
0
�i
n'.,.
,= 0.07"
j
J
\I
_
X1,
t =.09
'�
pl
2 3/4 "
IL/ 5- l,GLUM`,I TYP_
B311 -BEAM
v
DUTY
(D�
5I�
11
I
_ _
1
nP ,
f
1
1
1 3ja
H Er =36 KSI.
TWO 1 /2 "o ANCHOR BOLTS :PER BASE c.,ot[
-
3 1/ EMB_. (SEE NOTE NC_ 4) '
BRACE TO COLUMN CONN. 1.
7 /16''o RIVET
ASTM A354 -79
TH K =3/1 S " - '
BEAM TO COLUMN CONN.
(2,
BASE PLATE & COLUMN DETAIL
L
,
JI
BASE PLATE & SLAB CONNECTION
C4D
i -
1 3/4"
I
r ' \
!
`,,!
�._.
y
t 0.06"
S8 -3515
H , \ \
,(
OF -3012 (1 =12 y3.)
UF- -3015 (1 =15 go )
------r---- -- TYP
_ M
�
2 1/2"
C
BRAKE T
_
a _ `.
�
r1
_
/
. /
/ / /
-
11 1 ,
1,
Cd V' I�
LI
- - -- --_ - -�
3 SIDES TYP 1 /8 T
/
...
t 3/ 6
1
_...._...
TH•K - 3 j KSI
EY =36 KSI.
(2) -1/2 "0 ANCHOR BOLTS PER BAST_ PLATE (AST!J, A -36)
3 1/2" EMB_, (SEE NOTE NO 4)
___A9
�.-_
�
— — ---
_ �
=
eM
BE
`�:
1 -
I
BRACE TO COLUMN CONN.
BEAM TO COLUMN CONN. CI,
BASE PLATE & COLUMN DETAIL (81 BASE PLATE & SLAB CONNECTION 9; GENERAL. CONFIGURATION
NOTES:
1- DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS
AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS
OF THE UNIFORM BUILDING CODE 1997 E.DII ION
3 -ALL WELDED CONSTRUCTION IN A SHOP OF AN APPROVED FABRICATOR
(E70Xx ELECTRODES)
rb 6 I 0 ct —7 2 -STEEL FOR ALL SHAPES FY--50 KSI. ASTM A570 -85 CR.50 ( EXCEPT
4- ANCHORS HILTI KWIK -II ICBO #4627, RAMSET REDHEAD ICAO #1372,
SIMPSON ICBO )(3631, (NO SPECIAL INSPECTION REQUIRED)
5- CONCRETE SLAB 5" THICK 2000 PSI. SOIL BEARING CAPAC�FY 1000
6- STORAGE PACK CAPACITY 1500 # / I FVFI_
,H- r l , E 42' 42 7 -ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY
2 - - T r - _. - __ - - v WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS
o -- -j , 5 1 TYP. A PERMANENT PLAQUE EACH NOT LESS THAN SD SQUARE INCHES
THE MAXIMUM PERMISSIBLE KNIT L U i �Ji ?'O1 1Fj�- ' 6
7 & 1 i
AS NOTED)
OR
PSF
LOCATIONS
IN AREA
(I F
=R M IL
\
4 /.
...
3 TYP. 96" 42' 42 96" t0" (1'
7 , TYP - - _.._ _.. r __ x X ._. .._.. _. - - - _ - ,! - _. -Y -( - ,
__..
5 ITYo 5;
I
t..- k____ 7 TYP. a
: :'
TY P
i �30'S
U
8- SHORING
VERTICAL OF i " IN HALE BE IN ED WIT WIT O F W �
'
� (,y ;. cz`�
y •
X
1
�pV
TYP.
M
jv /
r
CF13P 12 N i __.... -.
�I ml
� TYP, m� --.
1 N
s
N --
N II
.a
-.
e
ft
i
t
7
/„.
—
I
/ il
//
O
a
M
c
6 1
� J TYP.
.
1 TYP
CIiY OF lUl'';r'111A
APP�C4S4
�q� �) ��
I I '•,\,
`
\
u� ...
�.
v
l
I
I
-YP.
I
REV.
DATE
REVISION
v/
/ /
RACK DESIGN AND ENGINEERING
378E LA CRL'SCL'PITA AV E. 11704 c[ FNnAJ ,E CA. 91208
SCAL L . NONE___._..___...._
DRAM Av A N'H
DRAM
:Y-C
96188
OD y.
NotiTY N ° s
114A ANSIIVFR
iL_ i<". s :I ..==,..._
PARK WFS TUKWILIA. WA.
-
_ J_'
6