HomeMy WebLinkAboutPermit D01-098 - FATIGUE TECHNOLOGY - STORAGE RACK001-098
Fatigue Technology Inc
401 Andover Pk E
City of Tukwila
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 08188
Parcel No:
Address:
Suite No:
Location:
Category:
Type:
Zoning:
Const Type:
Gas /Elec.:
Units:
Setbacks:
Water:
Wetlands:
Contractor License No: NORTHWH275JF
OCCUPANT
OWNER
CONTACT
CONTRACTOR
Permit Center Authorized Signature
Signature
Print Name:_
AOFF
DEVPERM
TUC
RACKS
DEVELOPMENT PERMIT
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES.
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
022340 -0050
401 ANDOVER PK E
000
North: .0 South: .0
N/A Sewer: N/A
Slopes: N
Permit No:
Status:
Issued:
Expires:
Occupancy: WAREHOUSE
UBC: 1997
Fire Protection: SPRINKLERS
East: .0 West: .0
Streams:
FATIGUE TECHNOLOGY INC
401 ANDOVER PK E, TUKWILA WA 98188
MAIL -WELL CORPORATION
222 N LASALLE, CHICAGO IL
MIKE SORENSON
1100 SW 7 ST, RENTON WA 98055
NORTH WEST HANDLING SYSTEMS INC
1100 S.W. 7TH STEET, RENTON, WA 98055
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Permit Description:
INSTALL RACK STORAGE.
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Construction Valuation: $ .00
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate)
Curb Cut /Access /Sidewalk /CSS: N
Fire Loop Hydrant: N No:
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:
Storm Drainage: N
Street Use: N
Water Main Extension: N
Phone: 425 - 255 -0500
Phone: 206 255 -0500
End Time:
Fill:
End Time:
Eng. Appr:
Size(in): .00
N Public: N
Private: N Public: N
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TOTAL DEVELOPMENT PERMIT FEES: $ 1,736.59
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Date: 7 D/
(206) 431 -3670
D01 -098
ISSUED
04/17/2001
10/14/2001
Date: "--/ /
I hereby certify that I have r :a• -nd examined this per and know the same
to be true and correct. All provisions of law and ordinances governing this
work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or
cancel the provision of any other state or local laws regulating construction
or the performance of work. I ani authorized to sign for and obtain this
development permit.
1' re
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 Conditions'
1. No I te made the
En9ineer rd the ruiy
All , :onstroct - ion tc b done in C.0141
plans and recuivemerts •T;f Etti '1:197
Edit!onl a: amended. Unit.,.rm
ah0 Ener Cod,
3. Validity of .lermit. sssoan yt a t.e:mit:
sbe J100 1.... 7h.1 nct
trued to be a 'it 3;i „A
of any of the orovisior::: tt H.;10!10.1
Other oi*dinanc,: ot the ut%rillsc
give authoritv tc yiolate 1. s th':
C. ode shall be ,.a:td.
4, A1J permits, thspo%:tion
available At the iob :tto t.1.? , :of, -
trUCt1011. These dc t.L n,:tint.- and av,Ai-
s ibie until insuection aoor:
S. ***FIRE DEPAPTMENT ( c,Triorr,.A4,
6. the attached set co' olans beeo re rhe :re
Prevention Bureau 3nd are a w't z11%.
concerns.:
7. Stora9e MA not 6$71 tha :6
to cei1 in9-hun.? — ,:,oace or Lini" JIC:; 2
S. Stora9e ma\ r.ot oe :loser than 16 . sorkA.ler
heads. , J , IFP4
9, In double row wth htai9ht:2 srora9e uo to a!A
inolud=ni.a 15l. 3n 3, nominal 6' !
between loads or at, ;*3.. upc9hts shall he hk it
(NIFFA 13)
10, Maintain minimum 6' lon9itudial flue suae bo:roeen
ba ract_s. :NFPA 131
11, Where stora9e nei9ht e, It feet and st, '
•w.ly are installed. protectIon Oy .7‘he of 1
methods is , equied for steel buildin lumns
within raols: one-11 fire o;
s.prlalecs at the 15 foot elevation of t l0;!
ceilin9 sprini.,14i density minimums as dete,nritned b • the
rukwila Fire irr En.,reau, %Ni 13%
12 . Alsle's' !t'sidn9 to rE ..?.xicz shall be (1 all
o-f Ajsles located w:tnin ar
route of travel shall als: the
requirements f 12
13, Deoend1;11.1 on tne
';t0ced and thz of tne stora avea.
hose stations and c boa,.ds be . equired • rat
)31-A of the Uniform Fire C.ole. :jonta f.a Five
Prevention ccurea:! - for for7he
14. An apur hose station ceoulfe plarc7
mu:t be 1.u1)mitted the Fire ri r li f L t
installation.) (City Ordin2 ti9f2;1)
15. Pat designed for hi9h itc‘ra tsomrly Nith
section Z20 of the Uniforrli
the Tukwila Buildin9 1)evartnleht for oets L cm:
d! 12fl ,And i1Lzt6ilation 1.t,Anda(0.s.
26. Pefrain from blockin Si .JOYet with
NEPA stardard *13 states that anv . 2he in
eP:cess of 4 feet in width will reluly
sprinklers thereunder.
11. Hi9h-4:'i led s.t,)rA9e ,:ombo:t1t!e ir
c1o5ely bect.ed Oies more tnar, 1:: feet
combustible 4fateriar! o6liet:F. Or its th!ln
feet in 9ht, For certain 'soet‘tal
a...; rubber ttre._z. fmmable
I dle pallets, etc., t criti,:al 0? 10,„
as feet . kUFC acJicle
18. Contact the Tukwila Fife i'revehtl it
requIred Inspet?ons ad telt 1(1.503
Ordinance *1900 and 411901i
19. This review liwited -
special fire perm"7: as:ty be nec'e'.::7, Jetal!e
description of i:Itehded use.
Any overlooVed hazardous , .7..:%nditiOh vicil.:17Hof) oi 7he
adopted Fire or Buildin9 Codes does 14 imp ! Apco'c'.v,:11
such cohditior; !.
21. The ofah'S woce revewel C. t712. it .‘o
please call the Tukwila Fire Prevnti eureo at
(206)575-4407.
1 hereby certif, tn.it i have read the.:e
with them a Cqitlined. Al! orvi..
this wOrV w"il btl ..7.omt: with. 4
The 9r,.intin9 c.f this !Jerr!:it doe O
v!!ate Or cant:el tte , Thy
reyO atin9 constru he
Sighture:'
Print ;4
44.
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Project Name/Tenant.-
` >,- 2
.) .
. ") . f(/) ,,, f ._ r '<`
Value of Construction:
- . 1-� ---.)
Will there be a change of use? ❑ yes Afibilo
Site Address: //�/ J //j
�L./ ( �(` d
9
Sta/
City/te Zip:: Q
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Tax Parcel Number: n '" )
0l�/ "f rl - ! 1/: ✓l1
�/ e 4 r . . l :/ /
Property Owner:
in the building? ill yes ❑ no
X 11 •a •er: idicating quantities & Material Safety Data Sheets
Phone:
Street Address:
City State /Zip:
Fax #:
Contractor: �1)
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✓ /} or&i
Phone , ,�,
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Street Address: , � r
1 te r'
j
7 ,_ _ k.,/ 4..11,
J . '/ i :
City ,StatelZip:
j .> 4 ?
Fax #: , _ _
Architect:
Phone:
Street Address:
City State /Zip:
Fax #:
Engineer:
Phone:
Street Address:
City State /Zip:
Fax #:
M/ Contact Person:
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Phone: - ,, �
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Street Address: ./„ _-
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City State /Zip:
Fax #:
Description of work to be done:
n = a f on 0 F4 k
Existing use: ❑ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse Hospital
❑ Church ,' Manufacturing ❑ Motel /Hotel ❑ Office
❑ School/College /University ❑ Other
Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family S Warehouse ❑ Hospital
❑ Church 411Manufacturing ❑ Motel/Hotel ❑ Office
❑ School /College /University ❑ Other
Will there be a change of use? ❑ yes Afibilo
If yes, extent of change: (Attach additional sheet if necessary)
Will there be rack storage? yes ❑ no
Existing fire protection features: 'sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify)
Building Square Feet: //0. Oe existing
,-.
of Construction: (sq. It.) // ', C r'3 tn
Will there be storage of flammable /combustible hazardous material
Attach list of materials and stora location on se arate 8 1/2
in the building? ill yes ❑ no
X 11 •a •er: idicating quantities & Material Safety Data Sheets
Commercial / Multi- Family Tenant Improvement / Alteration Permit Application
7
7
CITY OF TL! ''WILA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
Date application accepted:
//2 /L,
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 artment
❑ Channelization/Striping ❑ Curb cut /Ac:cess /Sidewnll: ❑ rh.,,,J Cut itroi Zune ❑.J Hauling
❑ Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation
❑ Sanitary Side Sewer II: ❑ Sewer Main Extension 0 Private 0 Public
❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public
❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only
❑ Water Meter /Permanent # Size(s):
❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule:
❑ Miscellaneous A NR 0 2 20(1 i
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.
PLEASE SIGN BACK OF APPLICATION FORM
CTPERMIT.DOC 1/29/97
Date application expires:
0 1
l
FOR STAFF USE ONLY
P roject Number:
Permit Number: 1 ,( � "'
O
Application taken by: (initials)
4-
BUILDING OWNER OJA'D'THORIZED AGENT: l
Signature:
` A � / --
Date: Z, /7/0 /
c F
Print name:
41.
Phone:
Fax #j
r
r �?Lil
Address ) 160 (\ J - . ')
City /State /Zip
ALL COMMERCIALIMULT1 -PA , V TENANT IMPROVEMENT /ALT - ' T/ON PERMIT APPLICATIONS
MU = E $URMI,TTED WITH THE POLL - INd:
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 z
those, identify by size and species which are to be removed and saved w
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change
of use only) -J U
11. Location and gross floor area of existing structure with dimensions and setback N a
12. Lowest finished floor elevation (if in flood control zone) w w
J
13. See Public Works Checklist for detailed civil /site plan information required fo Public Works Review (Form H- F. 9 ). W O
El Si Floor plan: show location of tenant space with proposed use of each room labeled 2 �-
❑ J ag Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of "-
any hazardous materials; dimensions of proposed tenant space. w
❑ ❑ Vicinity Map showing location of site z
El Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack w O
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of 2
rack. Structural calculations are required for rack storage eight feet and over. U o
C:1 ❑ Indicate proposed construction of tenant space or addition and walls being demolished 0 N 0 H
w w
❑ ❑ Construction details ?
❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of O
water supply to sprinkler vault with documentation from contractor stating supply line will meet or U cn
exceed sprinkler system design criteria as identified by the Fire Department. 0
El ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings.
El ❑ SEPA Checklist - if intensification of use (:heck with Planning Department for thresholds).
El ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other
land use or SEPA decisions.
El ❑ 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 201 Smith Tower, 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.
CTPI:RMIT.DC)C 1/29/97
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Permit No:
Parcel No:
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Account. Code
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Project:
e
Type ofinspection:
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Addre
cal_ I ed
Al �C
Special instructions:
Date ed:
/ /,,//
L '
�.m.
Requester:
Phone:
INSPECTION NO.
l INSPECTION RECORD `1,., / ���
Retain a copy with permit �
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98
Approved per applicable codes.
COMMENTS:
C/
Inspector: ; Date: //)
PERMIT NO.
(206)431-3670
Corrections required prior to approval.
2 c---(4
El $47.10 E INSPECTION ERE Q UIR D. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
Proje
- 71 j jic t
/ /
Type of Inspection:
Ad ress:
Date called: '
Special mstructio
Date want 1 a.m.
l p.m.
Requester:
i .:.�. �1
(-96e- WO -, ,6(/
, _1
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
Approved per applicable codes.
PERMIT NO.
(206)431 -3670
COMMENTS:
Corrections required prior to approval.
Date:
/0„:237_62;
0 $47.00 REINSPECTION F.EE R QUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
(7
Sprinklers: `(
Fire Alarm:
Hood & Duct: N
Halon: A/
Monitor:
Pre - Fire: nl E: J1
Permits:
r
City of Tukwila
Fire Department
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
Project Name (A r r i -
Address /7.2j t''AJ sV44.. .,7
)( Retain current inspection schedule
Needs shift inspection
Approved without correction notice
Approved with correction notice issued
Authorized Signatu
Rev. 2/19/98
Steven M. Mullet, Mayor
Thomas P. Keefe, Fire Chief
1`A
Permit No. > -
Suite #
- 7/ 1 2 ?
Dote
T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439
Projec
- "� 1 t? (J.
Type of In
-�-1 /1..
,' >AA, 70.
.1
A dress:
L--f 0 i ta4t —AotrCA pi( .1*
Date called
//44-7/6)1
Special instructions:
Date want d a:m. }
2 0 0 / p.m.
Req
ster;
1
'
,-
�"--) t 'L.�t./N5 -=-
PrInij . /
0 _
.._
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INSPECTION NO.
COMMENTS:
Lam'
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
PERMIT NO.
(206)431 -3670 li t61"
A pproved per applicable codes. El Corrections required prior to approval.
$47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
1
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
Project
Addre s:
Special ins ctions:
Type nspectio
Date c fled:
Date wan
Requester:
Phone:
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188 ` . (206)431-36
K Approved per applicable codes.
COMMENTS:
6J-/- os8
PERMIT NO.
0 Corrections required prior to approval.
$47.00 REINSPECTION FE ' REQUIR D. Prior to inspection, fee mus be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
Proje fare r - jet/(
Type of Inspect
Address -
Date called:
Special instructiSns:
Date wanted: ".r
4 - 17 -6 1 p.m.
Requester:
r 1 Li'
Phone:
c i9 ' _X 03 L 7
Approved per applicable
codes. Corrections required prior to approval.
COMMENTS:
"" �
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'"7 it / jl C f tio° 1 .•G'
-
hi i t 4." S
Ti/ 61 V r7lit..
kWit
INSPECTION NO.
Inspector•
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd #100, Tukwila, WA 9818
PERMIT NO.
(206)431 -3
1 Date:
El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
?�t. ue 't 114 `) J t) v
Type n i :
Adlfres . r Net I /Z
gate called: t
Special instructions:
Date wanted: 4 0/6 a.m.
Requester:
ap e .
Phone: 266 -- q/0'.270/
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
Do -ogs
PERh1R' NO.
(206)431 -36
Approved per applicable codes.
COMMENTS: - 1,9 /� l
LJ Corrections required prior to approval.
O $47.00 REINSPECTION ' . EQUIRED:' Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
jest.
P i 4!1( .
77:)(1 ��', koj
Type of Inspection:
Pr ill E 4 ty r( r k l r�
AJd ess:
,
Da ca led:
Special instructions:
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%° _
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Dat wa ted: / a.m.
/ f Go /C. / .mom.,.
Requester:
/ ! SC 1 //S(}). tk
Phone 1(y^ _ tYf6 — 4 , - --; 704
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
El Approved per applicable codes.
COMMENTS:
Inspector:
INSPECTION RECORD
Retain a copy with permit
✓ I Date:
�.-2
(206)431 -3
Corrections required prior to approval.
n $47.00 REINSPECTIO7 FEE REQUIRED. Prior to inspection, fee must be laid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
PERMIT NO.
Receipt No:
Date:
P e
U� / E' c-li It d l at
of Ins ecti
}') q., G1 C.- 'f1
ill
Addre s(
�P? � ?V(4
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Date c Iled: /0/
2.0
S ciai instructions:
pe s
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D � y .m.
� 23 / p
Requester ��
H I �5�_._5t? kevi ..CO.___
Phone: t,— qio ` Z7oti
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100; Tukwila, WA 98188
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
L 1
C
11tl SPECTION'I ECORD
Retain a copy with permit
3 ~' m r� r 1 r G
I ►1
PERMIT NO.
(206)431 -3
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
COMMENTS:
L
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100,. Tukwila, WA 98188 (206)431 -360
P jw t:
dress:
01
Special instructions:
SAtO
0%4'1''1.
Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
T
Ty of Insprtion.
/LA 7h
Dare called:
e
PERMIT NO.
Date want '
//,g- a.m. (6)1 p.m
Requ stet:
;fQ 5
Phone:
f e..-)L9.)ctio_cip t
Corrections required prior to approval.
Inspector.
Oil el
Date: LA-1 a t
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
COMMENT4!
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Phone :
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CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 9818
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
(206)431 -3
Approved per applicable codes. ❑ Corrections required prior to approval.
Inspector:
Date:
147-1:- 0)
Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
APR -20 -01 12:12PM FROM-NORTHWEST HAN(1LING
NORTHWEST
N O I I N G S Y S T f r . 7 S I N C
The Material Handling Experts
Phone: 425 -255 -0500
Fax: 425 -228 -6946
Toll Free: 800 426 - 3888
1100 SW 9'h St Renton, WA 98055 -2939
U
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co w
co
wO
2
g<
Lo 3
w
no
N
Bill The storage rack labeled "type L" should have been labeled as "type T' w w
to match page 8 of the structural calculations. Also, please see the following
engineering calculations which should suffice for the partial sign off of the �- o
Z
rack at FTI. Fatigue is hoping to begin storing materials on the rack as of
Monday. Will we be able to get an inspection Monday morning? Please call F
me if you have any questions. My cell phone number is 206 - 910 -2704.
FAX COVER SHEET
To: City of Tukwila Building Dept.
Attn: Bill Rambo
Fax #: 206 -431 -3665
From: Mike Sorenson
Re: Fatigue Technology Permit #D01 -098
Date: 04/20/01
No. of pages (incl. cover):
Thanks.
Mike Sorenson
Northwest Handling Systems, Inc.
msorenson@nwhs.com
..�Yt..i�,!..
425 -228 -6946 T -061 P.01/02 F -637
_ U 4
"+{x:.11 ti T T
t
Anchorage Eugene Portland Renton Spokane Yakima
- APR -20 -01 12:13P1A FROM-NORTHEST HANDLING •
By • .G. OHANIAN . ... .. ' RALX DESIGN & ENGINEERING CO.
i ► ; 3788 LA CEESCENTA AVE., . SUITE. 2iO4
O,TE 11..:.,'rld f a# FLENDALE,' CA. 91208 :
S €CT: - • , ' 1414(818)95t-29110' FAX :(818)95?± -8603.
1 rA ft : . i:WN4 o
DO v(It . p jtir E
7.A - *IVA
-
N9IS3a A3Val
425 - 228 -6946 T -061 P.02/02 F -637
irL cwic.:q : wA
• SI-CEET• NO.
JOR NO.. 7:
;
6 • 8 , E4et telfi�� A4 te.
/f S S u� A S is A $c re r4, c
61A :lifq MaTEc7
RECE %V ED
AN 2 0 2001
BUILDING
EFT'ARTMEN
Rar
DEPAi, . aaicAT
£398- G56-818 017;60 T00Z /0Z /ti0
By G. GHANIAN
DATE
SUBJECT
't°/ AN Dove( �'/1Rlt / Tv w/ c A , W4
All Wee. CO Co NNEC7 , o A/5 iM'E BEEN i if4.i6") (O/— S %
S ECS
t-'E0 we -Loe 13nse re. AT Is ACC6rT/ r tE r-oA. T
Pi 0 7e cr ,
RACK DESIGN & ENGINEERING CO.
37013 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91200
TEL:(010)957 -2900 FAX:(010)957 -0603
7Etuoo LOGY
7 ,
516f 5 or 7N<< ('O lib 4 NFchS wLciol J 4
REVIIO\
N
SHEET NO.
JOB NO. JR 0 SSS 7
6o2S
RECEIVED
CITY OF i UK`VILA
;lit} 1 C 2001
boi-o'12
• BY G. OHANIAN
DATE 8 -8 -01
SUBJECT
STRUCTURAL CALCULATIONS OF
STORAGE RACKS FOR:
FATIGUE TECHNOLOGY
401 ANDOVER PARK EAST
TUKWILLA, WA. 1..1r
PER UBC 1997 EDITION
STORAGE RACKS CAPACITY:
2500 # / LEVEL
CALCS. 1 THRU 6
DRAWINGS: RD 6028
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
° NAL
REVISIO\ NC,_ 3
SHEET NO. 1
JOB NO. RD -6028
CITY (,F
AU5 1 3 21.
PERr'IT (" ..r
J01 069Y
BY G. OHANIAN
DATE 8-8-01
SUBJECT
x-
120
FRONT VIEW "V"
LB485 BEAM
2500 # / LEVEL + 25% IMPACT LOAD
1500 # / BEAM
M _ 120 "x1.5 K 23 wK
8
I
- x S =.9
F Y 50KS►.
w
S 3 0 =.75 <.9
A _ 5xWxL _ 6" < 120 = .8"
384x1 x xE 180
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
44
0
to
to
SIDE VIEW
120
2500 I / LEVEL
FRONT VIEW "W"
SHEET NO. 2
JOB NO. RD -6028
SIDE VIEW
'BY G. OHANIAN
DATE 8 -8 -01
SUBJECT
SEISMIC DESIGN
V= 2.5xCaxi x w
R
Ca =.36
LOAD PER COLUMN
p 4x2.5 =5 K
2
W =.1 +5 =5.1 K
O.L. 1.1.
V= 2 — .6
5.6X 1.4working stress
V= 2,5x.36x5.1 - .74 K
4.4x1.4
V= 2x.74 = 1.5 K
LONGIT. SEISMIC
.6 K
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
K
2500 # / LEVEL
UBC 1997 SEC. 2222
I =1
R =5.6
R =4.4
W= D.L. +L.L.
BASE SHEAR PER COLUMN LONGITUDANAL DIRECTION
BASE SHEAR PER COLUMN TRANSVERSE DIRECTION
BASE SHEAR PER FRAME TRANSVERSE DIRECTION
1O.2
LONGIT. DIR. (MOM. CONN.)
TRANSV. DIR. (BRACED)
SHEET NO. 3
JOB NO. RD -6028
BY G. OHANIAN
DATE 8 -8 -0 1
SUBJECT
COLUMN ANALYSIS
3 "
. = 36 = 29
rx 1.23
n 52 =48.1
r 1.08
"K
Max =S .F =24
a
COMBINED STRESS RATIO
A =.78
I =1.19
S =.80
r =1.23
P M 5.1 + 24 = .7 <1.33
o ax
BASE PLATE
"K K
10.2 — 5.1 x3
( =
ANCH. TENSION =
ANCHOR SHEAR — 6 = 3
2
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
6"
USE (2) -1/2 "0 WEDGE ANCH. IC80 #4627
OR #1372 (NO INSPECTION REQ'D)
DESIGNED FOR 1/2 STRESS
F Y =50 ICSI
I =.92
Sy =.59
r = 1.08
Fe = 2 124
( r
Fe> Fy
2
P„ =F xA =35
F„ =F (1 - e)= 45 KSI
Pn K
P° - 1 .92 —
18
5.1
K
i V Or
IQ 0 1
40 01
i
I Q 01
7 3/4"
10.2
SHEET NO. 4
JOB NO. RD -6028
"K
7 3/4 "x5 "x3/8"
BASE PLATE
N
n
BY ' G. OHANIAN
DATE 8-8 -0 1
SUBJECT
MQMENT AT BEAM CONNECTION
M = 10.2 +9.2 = 9.7 "K
2
USE 2 PIN CONNECTOR
ALL LEVELS TYP.
7/16 "0 RIVET A = .095 Fy = 79 KSI
Va= .095x79x.4 = 3.0 K
7/16 "0 RIVET
AWN A354 -79
2 PIN CONNECTOR
Ma = 3 "x1.33 16 "K
CONN.
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
9.7
"K
M,
SHEET NO. 5
JOB NO. RD-6028
"K
eY G. OHANIAN
DATE 8 -8 -01
SUBJECT
TRANSVERSE SEISMIC
(OVERTURNING)
M 1.5 K x144 " x.5x1.15 = 124
MR = 5.1 x36" = 184
NO UPLIFT
LOAD TO DIAGONAL
P =1.5x .5$ =2 K
44
Fy =501m
A =.31
r =.48
Q =.74
L= 58"
CHECK WELDS
CHECK SLAI3
5100
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
KS1
F = 11.2
P =3.5
1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL)
3x.125x.707x70x.3 = 5.4 K
5" CONCRETE SLAB
2000 PSI. CONC.
1000 PSF. SOIL
1 1/2"
x
1=.01"
SEC. A -A
5E20 =
1000
J 734 =27"
M= \ 2)2x1000x--x12=2344
S= 12x5 = 50
6
SEC, 8 -@
5.1x144=734
0"
2344 = 47 < 1.6 /2000 =72
50
SHEET NO. 6
JOB NO. RD -6028
BY G. OHANIAN
'DATE 4 -3 -01
SUBJECT
STRUCTURAL CALCULATIONS OF "INTERLAKE"
STORAGE RACKS FOR:
FATIGUE TECHNOLOGY
401 ANDOVER PARK EAST
TUKWILA, WA.
PER UBC 1997 EDITION
STORAGE RACKS CAPACITY:
SEE ELEVATIONS
CALCS. 1 THRU 9
DRAWINGS: RD -5587
SH. 1
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
SHEET NO. 1
JOB NO. RD -5587
t �f`\ tt:[� IY1LS
CITY Of TUKWILA
APPROVED
MAY 2 2 2001
AS NOI EU
„-51011 NO, 2
mL1'
BY G. OHANIAN
DATE 4 -3 -01
SUBJECT
N
N
N
i
4 —i
U
120 44
2500 I / LEVEL
1
2500 9 / LEVEL
2500 I / LEVEL
2500 I / LEVEL
t
•
"
•
"
N
"
•
FRONT VIEW "A"
2500 I / LEVEL
2500 1 / LEVEL
>r
2540 I / LEVEL
2500 1 / LEVEL
•
FRONT VIEW "D"
2500 I / LEVEL
2500
2500
2500
$44
$44
/ /
/ /
I/
5000 I /
LEVE
LEVEL
2500 9 / LEVEL
LEVEL
LEVEL
i
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE.. SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
SIDE VIEW
SIDE VIEW
FRONT VIEW "F" SIDE VIEW
FRONT VIEW "8"
•
n
1
93 N,
i
„4
2500 9 / ( EVIL
2500 / / LEVI
2500 I / LEVEL
2500 I / LEVEL
2500 / / LEVEL
2500 9 / LEVEL
2500 / / LEVEL
2500 9 / LEVEL
144'
3000 9 / LEVEL
3000 9 / LEVEL
1
f
3000 9 / LEVEL
3000 / / LEVEL
x
x
S
I
4.
FRONT VIEW "G"
SHEET NO. 2
JOB NO. RD -5587
FRONT VIEW "E"
FRONT VIEW "C"
SIDE VIEW
SIDE VIEW
I
2500 LEVEL
I
2500 I / LEVEL
2500 9 LEVEL
,
2500 / / LEVEL
'
2500 / LEVEL
'
2500 9 / LEVEL
BY G. OHANIAN
DATE 4 -3 -01
SUBJECT
120'
FRONT VIEW "R"
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
FRONT VIEW "M" SIDE VIEW
144* .16'
SIDE VIEW
46'
FRONT VIEW "P"
120
2500 9 / LEVEL
2500 0 / LEVEL
i
5000 9 / LEVEL
5000 / / LEVEL
M
FRONT VIEW "S"
SHEET NO. 3
JOB NO. RD -5587
SIDE VIEW
SIDE VIEW
BY G. OHANIAN
DATE 4 -3 -01
SUBJECT
FRONT VIEW "T"
18485 BEAM
3000 # / LEVEL + 25% IMPACT LOAD
1800 # / BEAM
M - 96 "x1.8 = 19.2 "K
9
wK
S R = 1 33 = .58 <.85
A = 5xWxL = .32 <
384x1 xE
120' - - 24'
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8803
I =1.84
S =.85
FY =55 KSI.
96 = .53,•
180
SIDE VIEW
•
5000 / / LEVEL
5000 / / LEVEL
I
1
4
4
I CO
X
144'
2500 / / LEVEL
FRONT VIEW "U"
C 1 3/4"
1 -0.0
r j T
3/4
" K
S = 44.8 =
R 33
i
N
x
M= 144 "x2.8 K = 44.8'K
9
1.35 <1.52
A = 5xWxL = .78" < 144
384x1 xE 180
SHEET NO. 4
JOB NO. RD - 5587
{
SIDE VIEW
18597 BEAM
5000 # / LEVEL + 25% IMPACT LOAD
2800 # / BEAM
I x =4.32
S =1.52
F 55
KSI.
Y =
= .80"
BY G. OHANIAN
DATE 4 -3 -01
SUBJECT
SEISMIC DESIGN
V= 2,5xCaxl x w
LOAD PER COLUMN
TYPS "A ", "B ", "C" & "0"
2500 I / LEVEL
p 4x2.5 K =5
2
W =.1 +5 =5.1
D.L. L.L.
V 2.5x.36x5.1
5.6x1.4
V 2.5x.36x5.1
4.4x1.4
V= 2x.74 = 1.5
LONGIT. SEISMIC
t
CO
t
CO
.58
= .58 K
= .74 K
.2 K
17 K
12 9.2 K
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
06 11.9 K 13.3
13.3
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.
BASE SHEAR PER COLUMN LONGITUDANAL DIRECTION
BASE SHEAR PER COLUMN TRANSVERSE DIRECTION
BASE SHEAR PER FRAME TRANSVERSE DIRECTION
TYPE "E ". "M ". "P" & "T" 2500
/ / LEVE(,
P 7x2.5K =8.7 K
2
V= 1
TYPE "U"
P (1X5 K )+(1 x2.5 K) =3.8
2
V= .45
SHEET NO. 5
JOB NO. RD -5587
W=.1 +8.7 =8.8
D.L. L.L.
M - 1 x20" = 10
cot. 2
TYPE "i" & "R" 2500 t / L EVEL
p 5x2.5 K =6.2 W =.1 +6.2 =6.3
2 D.L. L.L.
V= .72 M - .72 = 22.3 "K
cot. 2
TYPE "G" & "S"
11.9N P= (1x5 K ) +(2x3 K ) = 5 . 5 K W=.1 +5.5 =5.6
2 D.L. L.L.
V= .64 M - .64 = 19.8
Cot. 2
M COt. 2
W =.1 +3.8 =3.9
D.L. L.L.
K
.45 x62 = 13.9
BY G. GHANIAN
DATE 4 -3 -01
SUBJECT
COLUMN ANALYSIS
-- = 52
rx 1.23
_ --' - -46.3
ry 1.08
Max =Sx.Fb = 26.4 "K
COMBINED STRESS RATIO
P M 19.4 + 26.4 = 1.16 <1.33
P
BASE PLATE
ANCH. TENSION =
13.3 —(5.1 K x3 ") = 0
ANCHOR SHEAR = . = .29 K
2
USE (2) -1/2 "0 HILTI ANCH. (ICBO #4627)
3 1/2" EMB. (NO INSPECTION REQ'D)
DESIGNED FOR 1/2 STRESS
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
6"
A =.78
I =1.19
S =.80
r =1.23
2
Fe =( E , = 105.7
r
F Y= 55 KSI
I y =.92
Sy =.59
r 1
Fe> F„ =F y( 4F )= 47.8 Ksl
2
e
P =F n xA = 37.3 K
N
P
1.92 —19.4
5.1
K
"K
13.3
i
SHEET NO. 6
JOB NO. RD -5587
7 3/4 "x5 "x3 /8"
BASE PLATE
ww
00
�w
w 0
�j
W
U�
0L
WW
U
O
Z
=
O
Z
BY G. OHANIAN
DATE 4 -3 -01
SUBJECT
MOMENT AT BEAM CONNECTION
M
13.3+11.9 12.6 "K
1= 2
M = 22.3 +6.8 = 14.6 "K
1 2
USE 2 PIN CONNECTOR
ALL LEVELS TYP.
7/16"0 RIVET A = .095
Va = .095x79x.4 = 3.0 K
7/16 " / RIVET
ASTAI A354 -79
2 PIN CONNECTOR
Ma — 3.0 K x4 1 , x 1.33 = 16 "K
CONN-
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 F'AX:(818)957 -8603
TYPE "A"
TYPE "F"
F Y = 79 K51
12.6
M ,
SHEET NO. 7
JOB NO. RD - 5587
BY G. OHANIAN
DATE 4 -3 -01
SUBJECT
TRANSVERSE SEISMIC
(OVERTURNING)
(TYPE "F ")
M 1.8 "x.5x1.15 = 157.
MR = 6.3 x24" = 151.2
UPLIFT = 157.3 - 151.2 - .25 K
24
LOAD TO DIAGONAL.
P = 1.5x 58 = 1.9 K
44
KSI
FY =50
A =.31
r =.48
Q =.74
L= 58"
CHECK WELDS
1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL)
3x.125x.707x70x.3 = 5.4 K
CHECK SLAEI
Iy f�wY`FYi'T. !c aL
6300
F = 10.8
P =3.3
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
KSI
5" CONCRETE SLAB
2000 PSI. CONC.
1000 PSF. SOIL
BOTH SIDES TYP
SEC. A —A
6300 _ 6.3
1000
Ni 907.2 =30"
S= 12x5 2 _50
6
SEC. 8 -8
6.3x144=907.2
SHEET NO. 8
JOB NO. RD -5587
0"
2 "fit
M= C 8 2 ) x1000x 2 x12 = 3010.4
3010.4 = 60.2 < 1.600 =72
50
BY G. OHANIAN
DATE 4 -3 -01
SUBJECT
SPACE SAVER
e4•
•
• • =
FRONT VIEW "J" SIDE VIEW
LOAD PER COLUMN
5000 # / LEVEL
W =6x5 =30
v= 2.5x.36x30 = 2 K
5.6x2
TRANSVERSE SEISMIC
(OVERTURNING)
K
M 2.4 "x.5x1.15 = 220.8
MR = 15 = 510 .K
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8803
16.5' 16' 16.5
NO UPLIFT (4) -1/2 "0 ANCHORS PER BASE OK.
61'
SHEET NO. 9
JOB NO. RD -5587
26.5' 6' 6
1 3•
FRONT VIEW "K" SIDE VIEW
BY G. OHANIAN
DATE 4 -3 -01
SUBJECT
STRUCTURAL CALCULATIONS OF "INTERLAKE"
STORAGE RACKS FOR:
FATIGUE TECHNOLOGY
401 ANDOVER PARK EAST
TUKWILA, WA.
PER UBC 1997 EDITION
STORAGE RACKS CAPACITY:
SEE ELEVATIONS
CALCS. 1 THRU 8
DRAWINGS: RD -5587
SH. 1
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
.s
A:
+i htk
33352
IS' r kV-'
SHEET NO. 1
JOB NO. RD -5587
+
4'
rn I APR 0 3 2001
f ; = t
00(-
d9
By G. OHANIAN
DATE 4 -3 -01
SUBJECT
} ,
2000 I / LEVEL
2000 I / LEVEL
2000 } / LEVEL
w
N
t
t
FRONT VIEW "D"
2000
120' 4A'
144
L EVEL
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
FRONT VIEW "A" SIDE VIEW
SIDE VIEW
"-
120' _ 96'
FRONT VIEW "B"
h
■
144
700 1 / LEVEL
700 / / LEVEL
700 I / LEVEL
100 I / LEVEL
700 I / LEVEL
700 I / LEVEL
700 i / LEVEL
FRONT VIEW "E"
•
•
SHEET NO. 2
JOB NO. RD -5587
FRONT VIEW "C"
SIDE VIEW
BY G. OHANIAN
DATE 4 -3 -01
SUBJECT
•
2000
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
144' _ 24'
750 I / LEVEL
750 / / LEVE
750 / / LEVEL
/ /
L
FRONT VIEW "F"
FRONT VIEW "H"
18485 BEAM
2000 # / LEVEL + 25% IMPACT LOAD
1200 # / BEAM
I =1.84
S x =.85
KSI.
Fy =50
SIDE VIEW
SIDE VIEW
144'
3000 / LEVEL
r
3000 / / LEVEL
3000 / / LEVEL
FRONT VIEW "G"
18597 BEAM
3000 # / LEVEL + 25% IMPACT LOAD
1800 # / BEAM
I % J/4•
2 3/4"
i
M= 96 "x1.2 = 14.4 "K
8
"K
S R - 1 30 = .48 <.85
3
A = 5xWxL = .22" < 96 = .53
384x1 xE 180
SHEET NO. 3
JOB NO. RD -5587
SIDE VIEW
I=3.36
S =1.26
KSI.
Fy =50
M= 144 "x1.8 - 32.4 "K
8
"
s = 3 30 = 1.08 <1.26
A = 5xWxL = .60" < 144 = .80"
384x1 xE 180
BY (3. GHANIAN
DATE 4 -3 -01
SUBJECT
SEISMIC DESIGN
2.5xCaxi x w
Loa PER OQLUMN
TYPS "A ", "B ", "C" & "D"
2000 I / LEVEL
P= 4x2 K _4
2
W =.1 +4 =4.1
O.L. L.L.
V- 2.5x.36x4,1 _ ,4 7 K
5.6x1.4
v= 2,5x.36x4.1
4.4x1.4
V= 2x.6 = 1.2
LONGIT. SEISMIC
co
v
00
a
=.6
.19 K
14
09 K
S K
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
4.4 'K
7.6 '
9.6
UBC 1997 SEC. 2222
=1
R =5.6
R =4.4
Ca =.36
W= D.L. +L.L.
BASE SHEAR PER COLUMN LONGITUDANAL DIRECTION
BASE SHEAR PER COLUMN TRANSVERSE DIRECTION
BASE SHEAR PER FRAME TRANSVERSE DIRECTION
4.4
7.6
9.6 K
10.8K
TYPE "E" 700 if j_.LEVEL
P= 7x.7 K =2.5 K
2
V= .30
TYPE "F"
LONGIT. DIR. (MOM. CONN.)
TRANSV. DIR. (BRACED)
P 1 x2 +(3x.75
2
V= .25
TYPE "G" 3000 # / LEVEL
K
P= 3x3 =4.5 K
2
W =.1 +2.5 =2.6
D.L. L.L.
SHEET NO. 4
JOB NO. RD -5587
M = .30 = 3.3
COL. 2
- 2.1 K W =.1 +2.1 =2.2
O.L. L.L.
M - .25 K x70" = 8.8 +K
COL. 2
W =.1 +4.5 =4.6
D.L. L.L.
47 K
10.8"K V= . 52 K = . x62" _ 16.1 "K
cot.. 2
BY . G. OHANIAN
DATE 4 -3 -01
SUBJECT
COLUMN ANALYSIS
x
3"
KJ 64 52
rx 1.23
_ 50 =46.3
ry 1.08
Max =Sx .F = 24.6
COMBINED STRESS RATLQ
+ = .92 <1.33
Pa Mox 17.9 24.0
BASE PLATE
ANCH. TENSION = 16.1 "K —(4.6 x3 ") = .38
6"
ANCHOR SHEAR = . = .26 K
2
USE (2)-1/2"9/ HILTI ANCH. (ICBO #4627)
3 1/2" EMB. (NO INSPECTION REQ'D)
DESIGNED FOR 1/2 STRESS
RACK DESIGN Sc ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
A =.78
( =1.19
S =.80
r =1.23
2
Fe= Tr x2 =105.7
(KI)
r
F Y= 50 KSI
1 y =.92
Sy =.59
r =1
Fe> 2 F =F y(1— 4F )= 44.1 K51
e
P„ =F n xA= 34.4
In
P a 1.92 = 17 .9
4.6
i F
K
X0
100
�
0 0
1 00
7 3/4"
16.1
SHEET NO. 5
JOB NO. RD -5587
"K
7 3/4"x5"x3/8"
BASE PLATE
BY • G. OHANIAN
DATE 4 -3 -01
SUBJECT
MOMENT AT BEAM CONNESTION
M� = 10.8 +9.6 = 10.2 "K
2
= 16.1+13.8 = 14.9 "K TYPE "G"
2
USE 2 PIN CONNECTOR
ALL LEVELS TYP.
TYPE "8"
7/16"0 RIVET A = .095 Fy = 79 K31
Va = .095x79x.4 = 3.0 K
7/18 ". RIVET
ASTIA A354 - 79
2 PIN CONNECTOR
Ma = 3.0 K x4 " x 1.33 = 16 "K
CONN.
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
M
SHEET NO. 6
JOB NO. RD -5587
Z
a , w
(.)
U
w
w
J
w0
u. ¢
w
Z�
o
W
U
0 -
o
(Li u j
,z
O
z
By , G. OHANIAN
DATE 4 -3 -01
SUBJECT
TRANSVERSE SEISMIC
(OVERTURNING)
(TYPE "F ")
"K
M .64 "x.5x1.15 = 61.8
MR = 2.2 x24" = 52.8 "K
UPLIFT = 61.8 — 52.8 K = .38 K
24
LOAD TO DIAGONAL
P = 1.2x 5 8 = 1.6
44
KSI
Fy =50
A =.31
r =.48
0 =.74
L= 58"
CHECK WELDS
4600 •
P = 3.3 K
CHECK SLA@
F 10.8
KSI
1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL)
3x.125x.707x70x.3 = 5.4 K
RACK DESIGN Sc ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8803
5" CONCRETE SLAB
2000 PSI. CONC.
1000 PSF. SOIL
90TH SIDES TYP> --
1 /8 1.5"
if, 1 /1
¶f9*
1 =.07"
10, A -A
S= 12x5 2 =50
6
SEC. B -@
4600
1000 = 4.6 a 4.6x144 =662.4 co,
662.4 = 25.6"
2 "#
M= 6.8 ) x1000x 2 x12 = 1926.6
1926.6 = 38.5 < 1.6 2000 =72
50
SHEET NO. 7
JOB NO. RD -5587
BY G. OHANIAN
DATE 4-3-01
SUBJECT
S P A C E S A V E R
e4•
FRONT VIEW "J"
1QAD PER Sao
5000 # / LEVEL
W =6x5 =30
V= 2.5x.36x30 = 2 K
5.6x2
.TRANSVERSE SEISMIO
(OVERTURNING)
„
M OT = 2.4 K x 160 "x.5x1.15 = 220.8
MR = 15 = 510 „K
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
2 e.5• 1 + as.s•
SIDE VIEW
NO UPLIFT (4)-1/2"O ANCHORS PER BASE OK.
SHEET NO. 8
JOB NO. RD -5587
b4/ hL/ [IOW. 1 .1: 1 ti 11111 /
BY G. GHANIAN,
DATE 3-28 -01
'SUBJECT
STRUCTURAL CALCULATIONS OF "INTERLAKE"
STORAGE RACKS FOR:
FATIGUE TECHNOLOGY
401 ANDOVER PARK EAST
TUKWILA. WA.
PER UBC 1997 EDITION
STORAGE RACKS CAPACITY:
SEE ELEVATIONS
CALCS. 1 THRU 9
DRAWINGS: RD -5587
SH. 1
RACK DESIGN & ENGINEERING CO.
3788 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957-8603
KALK Ut5lUN
h dl
1f AI: • ikf t
SHEET NO. 1
JOB NO. RD -5587
APR 0 2 Z001
tct ci8
1.14/162/ 11101
BY G. OHANIAN
DATE 3 -28 -01
SUBJECT .
4--
4—
l�:lb 81G- Jb / -bb0.1
uY
1o33 / / tIVEL.
1003) /LEY4.
2000 I / LEVEL.
2000 / / Ltvt.
FRONT VIEW "1"
FRONT VIEW "3"
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8803
SIDE VIEW
SIDE VIEW
KAL.K Ut5luN
.$
•
4-
144
700 // .EM.
700 I / {LVf1
7C: / / LLYZ
7:4 1 / LEVE1
,Coo I / LtVU
FRONT VIEW "2"
144
1 , 0000/Lam.
^ ,so0 I, L[VCL
ism; / / LEA,- I
,50: / /LC�t1 s
UM / LN4 L
. 1— / LEVEL
�
FRONT VIEW "4"
riAut viz
SHEET NO. .... ..
JOB NO. RD -5587
SIDE VIEW
SIDE VIEW
1j4/ t7G/ GCJtJi
BY ..... OHANIAN
DATE 2 -28 -01
SUBJECT
18311 SEAM
1500 # / LEVEL + 25% IMPACT LOAD
900 # / BEAM
x --
.mo...alasacnwronaat
FRONT VIEW "5"
3/4'
-
1 =0.07
0
2 J /4"
730
tu
700 / / ttVO.
7!0 / /4'Kt.
730 L .
M= 144 "x.9 K - 16.2-K
8
"K
S R = - = .54 <.85
RACK DESIGN & ENGINEERING CO.
3788 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)057 -2980 FA3C:(818)957 -8803
I =1.84
S =.85
F Y 50 KSI.
=
tO4UY. LG�1171V
SIDE VIEW
A = 5xWxL _ .54" < 144 = .80"
384x1 xE 180
SHEET NO.. .
JOB NO. RD - 5587
BY OHANIAN
DATE 3 -28 -01
SUBJECT
SEISMIC DESICT
V= 2.5xCaxl x W
LOA EER CQLUMN
TYPE 3" 1500 O / LEVEL
P= 3 =2.2
W =.1 +2.2 =2.3 K
O.L. LL
V 2.5x.36x2,3
5.6
V_ 2.5x,36x2.3
4.4
V= 2x.47 = .94
.I,OtNGIT. SEISMIC
O1O - 7:J f - OOV.
.36
- .36 K BASE SHEAR PER COLUMN LONGITUDANAL DIRECTION
- .47 K BASE SHEAR PER COLUMN TRANSVERSE DIRECTION
r MLA UCZll7I'4
RACK DESIGN & ENGINEERING CO.
3788 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
8.2
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.
BASE SHEAR PER FRAME TRANSVERSE DIRECTION
TYPE "4" 1500,,,x► (LEVEL
p= 7x1.5 K = 5.2 K W =.1 +5.2 =5.3 K
2 D.L LL
V= .85 K
TYPE "1"
p , ( 2 x2 1( ,) +(2X1 K) K
2
TYPE "5" 1500 / LEVEL
p 4x.75 K -1 .5 K
V= .25
SHEET NO. 4
JOB NO. RD -5587
M = .85 " = 9.4 "K
cot.. 2
W =.1 +3 =3.1
D.L. L.L.
V= .50 K M col .50%46" Z = t 1.5
W =.1 +1.5 =1.6
2 O.L. L.L.
M - .25 1( x46" _ 5.8 "K
coy. 2
ri4Ut t14
d4 /0C% 0Gl l is lu
8Y G. OHANIAN
DATE 3 -28 -01
SUBJECT
COLUMN ANALYSIS
COLUMN AT TYPES ' 2 ". "3" & "4"
XI _AIL.— 39
rx 1.23
_ - —_46.3
r 1.08
P
Po Max
Pa M
BAS PLAT
Mox =Sx.Fb = 24.0
_Li. + 8.2
18.4 24.0
5.3 + 9.4
18.4 24.0
OlG 7br - GbF?.i
COMBINED r JRESS RATIO
ANCH. TENSION = g' ( 5 ' 31( x 3 ") =0
6"
ANCHOR SHEAR = ' - .43
2
USE (2)-1/2"0 HILTI ANCH. (ICSO #4627)
3 1/2" EMB. (NO INSPECTION REQ'D)
DESIGNED FOR 1/2 STRESS
rr+l.r� OC:J1k2(4
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8803
A =.78
I =1.19
S =.SO
r =1.23
Fa= - 133.5
( r
Fe> FY
2
P of n xA = 35.3 K
.47 <1.33 TYPE "3"
= .68 <1.33 TYPE "4"
Fy =50 Ksl
Iy =.92
S =.59
r =1.08
F =F y(1 )= 45.3 Kss
P o 1 92 — 18.4k
5.3 K
9.4
rr,vc
SHEET NO. .. . . .. . .
JOB NO. RD -5587
"
7 3/4 "x5 "x3/8"
BASE PLATE
04/biLeue1 Ls: 18
ay G. ONANIAN
DATE 3-28-01
SUBJECT
1:118- - 1:1b0J
RAUK UtblUN
RACK DESIGN & ENGINEERING CO.
3788 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957-2980 FAX:(818)957-8603
rRum rio
SHEET NO. 6
JOB NO. RD-5587
COLUMN MAV ThIAJ..T §. 5
= = 43.2
r,t 1.11
= 44 —709
ry .62
M ax=Sx .Fb = 13•5K
M = 3.1 + = 1.13<1.33
P M 10.8 13.5
BASE PLATE
11.5 —(3.1 x3")
.36 K
ANCH. TENSION = =
6"
ANCHOR SHEAR = .50 25
2
USE (2)-1/2"0 HILTI ANCH. (IC130 #4627)
3 1/2" EMB. (NO INSPECTION REQ'O)
DESIGNED FOR 1/2 STRESS
gslmialtaa ',11.11EZZBADD
A=.53
lx =.
x =.45
r =1.11
Fe> —
2
Fy =50 KSI
l
S
r
Fe= Idg = 56.8
yj ) 2
r Y
P =F xA = 20.7 K
F
4 39
P = losk
(3 1.92 —
3.1
10 01
IQ 01
i 0
IQ 9J
• 3/4
"K
11.5
7 3/ 4"x5"x3/8"
BASE PLATE
By. G. ,0HANIAN
DATE 3 -28 -01
SUBJECT
MOMENT eJ °EAU CONNECTION
= K
8.2 +6.6 = 7.4
2
USE 2 PIN CONNECTOR
ALL LEVELS TYP.
7/16 "0 RIVET A = .095 Fy = 79 K"I
Va = .095x79x.4 = 3.0 K
2 PIN CONNE_CTo
7/18 "II RIVET
ASTM A354 -79
Ma = 3.0 K x4 " x 1.33 = 16
CORN.
RACK DESIGN & ENGINEERING CO.
3788 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8803
RHl." UCJtuty
SHEET NO. 7
JOB No. R0 -5587
rmQm of
dot 01/ 20111 1 .1: 1 a / -11b0.1
8Y ... G. . GHANIAN
DATE . 3 -28 -01
.
SUBJECT
TRANSVERSE SEISMIC
(OVERTURNING)
(TYPE "4")
"K
M OT = • . 94 K x165 "x.5x1.15 = 90.8
MR = 2.3 x24" = 55.2 "K
UPLIFT = 90.8 —55.2 K = 1.4 x
24
ID A/2_3'0 DIAGONAL.
CHECK WELDS
1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL)
3x.125x.707x70x.3 = 5.4 K
CHECK SLA@
5300
5" CONCRETE SLAB
2000 PSI. CONC.
1000 PSF. SOIL
N,A(;K VLS1UN
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8803
P =.94x53.. =3.2
36 801H S'OES tYP. e 1.5
KSI
F =5Q >7z�
F — 123 - -_�'
A —.31 0 — S —
z
r =.48 K —
0=.74 P = 3.8
L= 52'• SEC. A —
5300 = 5
1000
J 763.2 =27.6"
S= 12x5 2 =50
6
SEC. B —B
5.3x144 =763.2 a"
2 "#
M= (12 ) x 1 2
2535 = 50.7 < 1.6 2000 =72
50
SHEET NO. 8
JOB NO. RD
ON/ LIZ/ LOCI
BY G. GHANIAN
DATE . 3 -28 -01
SUBJECT
CANTILEVER RACK
•
1J:lty tiltl- / -t1bG�
e4
FRONT VIEW
LOA PER QQj,1.JMN
5000 # / LEVEL
W =6x5 =30
y_ 2.5x.36x30 - 2.4 K
5.6x2
TRANSVERSE S _ ISMIC
(OVERTURNING)
wK
oT = 2.4 K x160 "x.5x1.15 = 220.8
M
MR = 15 = 510 "
RACK DESIGN & ENGINEERING CO.
3788 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
SIDE VIEW
NO UPLIFT (4) -1/2 "0 ANCHORS PER BASE OK.
RACK DESIGN
PAGE 03
SHEET N0. 9
JOB N0. RD - 5587
ACTIVITY NUMBER: D01 -098 DATE: 8 -13 -01
PROJECT NAME: FATIGUE TECHNOLOGY, INC.
SITE ADDRESS: 401 ANDOVER PK E SUITE #
Original Plan Submittal
DEPARTMENTS:
Buijdtng'Division
4/ 1
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
\PRROU T E. DOC
5/99
Response to Correction Letter # Revision # After Permit Is Issued
Approved ri
c
Fire Prevention
Structural
Incomplete LI
TUES /THURS ROU ING:
Please Route Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (4 weeks)
C
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
Response to Incomplete Letter #
Planning Division
Permit Coordinator
DUE DATE: I -D
Not Applicable LI
No further Review Required
DATE:
DUE DATE ` i l
C
n
Approved with Conditions n Not Approved (attach comments) n
REVIEWER'S INITIALS: DATE:
CORRECTION DETERMINATION: DUE DATE
Approved ri Approved with Conditions Not Approved (attach comments) n
REVIEWER'S INITIALS: DATE:
od>
DEPARTMENTS:
Building Division
Public Works
Complete
Comments:
TUES/THURS ROUTING:
Please Route
\PRROUTE.DOC
5/99
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D01 -098 DATE: 8 -13 -01
PROJECT NAME: FATIGUE TECHNOLOGY, INC.
SITE ADDRESS: 401 ANDOVER PK E SUITE #
Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # /t Revision # After Permit Is Issued
C
n
REVIEWER'S INITIALS:
Structural Revie 'J eQuired
APPROVALS OR CORRECTIONS: (4 weeks)
CORRECTION DETERMINATION:
Approved ri Approved with Conditions
REVIEWER'S INITIALS:
Fire Prevention ri Planning Division
Structural
C
Permit Coordinator
C
n
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: ( 4" N C' I
Incomplete LI
C
Not Applicable LI
No further Review Required
DATE:
DUE DATE I - I I C' I
DATE:e
Approved E Approved wit n• itions [ Not Ap proved
(attac corn a
REVIEWER'S INITIALS: , I
DUE DATE
Not Approved (attach comments)
DATE:
ACTIVITY NUMBER D01 - 098 DATE: 05 - -
PROJECT NAME: FATIGUE TECH.
SITE ADDRESS: 401- ANDOVER PARK E SUITE NO:
Original Plan Submittal
Response to Incomplete Letter it
Response to Correction Letter it X Revision 11 2 AFTER Permit Is Issued
DEP RTMENTS:
Buil ing 'vision E
C Public AP �
PLAN REVIEW /ROUTING SLIP
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
TUES/THURS ROUTING:
Please Route
V%FUUII IXX
Seri
Fire Prevention V 1 Planning Division
AWC., 5 -z
Structural (
C Permit Coordinator
Incomplete
Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: (ten days)
No further Review Required
C
DUE DATE: 05-15-01
Not Applicable n
DUE DATE 06 -12-01
n
Approved ri Approved with Conditions Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
0
CORRECTION DETERMINATION: DUE DATE
Approved ri Approved with Conditions Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
PERMIT COORD COPY
ACTIVITY NUMBER D01 -098 DATE: 05 -11 -01
PROJECT NAME: FATIGUE TECH.
SITE ADDRESS: 401- ANDOVER PARK E SUITE NO:
Original Plan Submittal Response to Incomplete Letter #r
Response to Correction Letter it X Revision it 2 AFTER Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
TUES/THURS ROUTING:
Please Route
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
Approved with Conditions Not Approved (attac comn nts)
REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
Approved
�{4ROUII IX X'
L•n
PLAN REVIEW /ROUTING SLIP
n
Fire Prevention
Structural
Incomplete n
Structural Review Required
Approved with Conditions
n
C
REVIEWER'S INITIALS:
DATE:
Planning Division
Permit Coordinator
DUE DATE: 05 -15 -01
Not Applicable ri
No further Review Required
DATE:
DUE DATE 06-12-01
DUE DATE
Not Approved (attach comments)
DATE:
n
ACTIVITY NUMBER D01-098 DATE: 05 -11 -01
PROJECT NAME: FATIGUE TECH.
SITE ADDRESS: 401- ANDOVER PARK E SUITE NO:
Original Plan Submittal Response to Incomplete Letter
Response to Correction Letter # X Revision # 2 AFTER Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete E
Comments:
TUES/THURS ROUTING:
Please Route n Structural Review Required n No further Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
Approved n Approved Oth Conditions
REVIEWER'S INITIALS: . 0
CORRECTION DETERMINATION:
Approved
'&'4X01 Tl lxx
L ^rl
PLAN REVIEW /ROUTING SLIP
C
LT
Fire Prevention
Structural
Incomplete
Approved with Conditions
C
REVIEWER'S INITIALS:
Planning Division
Permit Coordinator
n
n
DUE DATE: 05-15-01
Not Applicable ri
DATE:
DUE DATE 06 -12-01
Not Ap rgved (attach comments) n
fps w e r e
DATE: I � l� / p
s�
DUE DATE
Not Approved (attach comments)
DATE:
ACTIVITY NUMBER: D01 -098 DATE: 4 -09 -01
PROJECT NAME: FATIGUE TECHNOLOGY INC
SITE ADDRESS: 401 ANDOVER PK EAST SUITE NO:
Original Plan Submittal
Response to Incomplete Letter if
4_
Response to Correction Letter # X Revision it 1 BEFORE Permit Is Issud
DEPARTMENTS:
Building Division
9Q6 +10.41
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
TUES /THURS ROUTING:
Please Route
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
Approved ri Approved with Conditions
REVIEWER'S INITIALS: DATE:
wry
.11•1111111.1111
CORRECTION DETERMINATION:
Approved
REVIEWER'S INITIALS: DATE:
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PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
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Approved with Conditions
Fire Prevention El
ut�ayf -tom(
Structural
Incomplete ri
Structural Review Required
C
n
DATE:
Planning Division
Permit Coordinator
DUE DATE: 4 -10 -2001
Not Applicable LI
No further Review Required
DUE DATE 5- 8-2001
Not Approved (attach comments) l l
DUE DATE
Not Approved (attach comments)
C
LI
ACTIVITY NUMBER: D01-098 DATE: 4 -09 -01
PROJECT NAME: FATIGUE TECHNOLOGY INC
SITE ADDRESS: 401 ANDOVER PK EAST SUITE NO:
Original Plan Submittal Response to Incomplete Letter if
Response to Correction Letter # X Revision it 1 BEFORE Permit Is Issud
DEPARTMENTS:
Building Division
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete EI?
Comments:
TUES/THURS ROUTING:
Please Route
REVIEWER'S INITIALS:
Approved
REVIEWER'S INITIALS:
PLAN REVIEW /ROUTING SLIP
Fire Prevention
Structural
Incomplete
Structural Rev 3 Required
APPROVALS OR CORRECTIONS: (ten days)
Approved wjChJConditions
C Planning Division
n
Permit Coordinator
E
■11111=11111111111s
DUE DATE: 4- 10-2001
Not Applicable C
No further Review Required
DATE:
DUE DATE 5- 8-2001
Not Approved (attach comments) I I
DATE: 4/i000.1
CORRECTION DETERMINATION: DUE DATE
Approved ri Approved with Conditions Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D01 - 098 DATE: 4 - -
PROJECT NAME: FATIGUE TECHNOLOGY INC
SITE ADDRESS: 401 ANDOVER PK EAST SUITE NO:
Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
DEPARTMENTS:
Building Division
Public Works
C
C
Fire Prevention
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 4-10-2001
Complete E
Comments:
Incomplete
TUES/THURS ROUTING:
Please Route n Structural Review Required
REVIEWER'S INITIALS: ��K 4"1nt'\
APPROVALS OR CORRECTIONS: (ten days)
Approved Approved with Conditions
sv
CORRECTION DETERMINATION:
Approved 1
'i9IROU1t LXX
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Planning Division
Permit Coordinator
DUE DATE
Not Applicable Ell
No further Review Required
DATE: V/
DUE DATE 5-8 -2001
Not Approved (attach comments) LI
REVIEWER'S INITIALS: DATE:
Approved with Conditions n Not Approved (attach comments)
REVIEWER'S INITIALS:
DATE:
ACTIVITY NUMBER: D01 -098
PROJECT NAME: FATIGUE TECH. INC
SITE ADDRESS: 401 ANDOVER PK E
Original Plan Submittal
Response to Correction Letter #
DATE: 4 -02 -01
SUITE NO:
Response to Incomplete Letter it __
Revision if After Permit Is Issued
DEPARTMENTS:
Build g ivision
AWE 4ot
Public Works C
Complete
Comments:
PLAN REVIEW /ROUTING SLIP
TUES/THURS ROUTING:
Please Route
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
y� EJ Fire Prevention
Ai/J (' 44 o
Structural
Incomplete ri
Structural Review Required
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
n
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Planning Division
Permit Coordinator
No further Review Required
C
•
DUE DATE: 4-3 -2001
Not Applicable C
n
DATE:
DUE DATE 5-1-2001
Approved ri Approved with Conditions Not Approved (attach comments) I 1
REVIEWER'S INITIALS: DATE:
CORRECTION DETERMINATION:
Approved I I
REVIEWER'S INITIALS:
TIIROUIl Do(
V9
DUE DATE
Approved with Conditions ri Not Approved (attach comments)
DATE:
ACTIVITY NUMBER: D01 -098
PROJECT NAME: FATIGUE TECH. INC
SITE ADDRESS: 401 ANDOVER PK E SUITE NO:
Response to Correction Letter # Revision # After Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete y(
Comments:
PLAN REVIEW /ROUTING SLIP
Original Plan Submittal Response to Incomplete Letter #
•
TUES/THURS ROUTING:
Please Route ri Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
Approved
REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
Approved
V'IW )U)f.DUC
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Incomplete
Fire Prevention
Structural
Approv ith Conditions Not Approved (atta co ments) n
■
Approved with Conditions
n
REVIEWER'S INITIALS:
DATE: 4 -02 -01
DATE:
DATE:
Planning Division
n Permit Coordinator
DUE DATE: 4 -3 -2001
Not Applicable El
No further Review Required
DUE DATE 5 -1 -2001
DUE DATE
Not Approved (attach comments)
DATE:
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D01 -098 DATE: 4 -02 -01
PROJECT NAME: FATIGUE TECH. INC
SITE ADDRESS: 401 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
n
Fire Prevention
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Ii'
Comments:
TUES/THURS ROU NG:
Please Route Structural Review Required
REVIEWER'S INITIALS:
Incomplete n
0/ r /
APPROVALS OR CORRECTIONS: (ten days)
Approved n Approved with Conditions
REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
Approved n
TEM A, t IN 1l
•
n
C
Planning Division
Permit Coordinator
DUE DATE: 4-3-2001
Not Applicable
No further Review Required
DATE:
DUE DATE 5- 1-2001
Not Approved (attach comments) ri
DATE: _ ` A k
DUE DATE
Approved with Conditions n Not Approved (attach comments)
REVIEWER'S INITIALS:
DATE:
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DEPARTMENT OF LABOR AND INDUSTRIES
REGISTERED AS PROVID BY LAW AS
Cbi3s! •'CdNT ' G NERAL 4 •
CQ� NQ
~ SSR` '1Q/01/2001
R ' • A4/b6/19�3
NORTH WEST HANDLING SYS INC
1100 SW 7TH ST
RENTON WA 98055 -2939
I (.'S tIS' 11011 00M
Dctach And Display Catificatc
Ikiach And 1)L ( 'at iflraI - - --
REGISTERED AS PROVIDED BY LAW AS
CONST CONT GENERAL
REGIST. # EXP. DATE
CCO1 NORTHWH275JF 10/01/2001
EFFECTIVE DATE 04/06/1973
NORTH WE6T'HANDLING SYS INC
1100 SW 7TH ST
RENTON W)!'• 98055 -2939
L. Signature
Issued by DEPARTMENT OF LABOR AND INDUSTRIES
,/
Please Remove
Alt(I Sign
Idetili licati(rn
Card Before
Placing In
Billfold
NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN
THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted
through the mail, far, etc.
Date: 1 3 1 0 (
O Response to Incomplete Letter #
[J Response to Correction Letter #
El Revision # after Permit is Issued
Project Name: `-�`-
Project Address:
City of Tukwila
Department of Community Development - Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
(206)431 -3670
Plan Check/Permit Number:
, . 4
Contact Person: LLcU� 1, c p Phone Number: ( .�� ° f
Summa of Revision: V/
t.
/ ll 1 dt
O Entered in Sierra on
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by:
RECEIVED
CITY OF TUKWILA
08/30/00
PERMIT CENTER
City of Tukwila
Department of Community Development - Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
(206)431 -3670
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted
through the mail, fix, etc.
Date: c lle Plan Check/Permit Number: 1) 01 - 7
❑ Response to Incomplete Letter #
E] Response to Correction Letter #
— Revision # after Permit is Issued
Project Name:
Project Address:
Contact Person: s (Cs.- o re v\ sal Summary of Revision: 4)./Z. Qade / Cc
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by:
�-- Entered in Sierra on — 1 4 1-0 /
aw,�:; ��a -'.�s r• ms f w. -:
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Phone Number: '' t4 /2 r 11
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08/30/00
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted
through the mail, fax, etc.
Date:
( / C.) (
City of Tukwila
Department of Community Development - Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
(206)431 -3670
0 Response to Incomplete Letter #
0 Response to Correction a Letter#
J'- `4
f)j-- Revision # iler-Permit is Issued
Project Name: re 1` t j ,-.. C- k.' cit. n t c 1 44 C
Project Address: 4 0 ( 4ti v t r /2 k . 5 1" t b,..- I ( q
Contact Person: )4 t ice_ L.... f t- vi c:- Phone Number: 1 0-5 • , C 5 - C' 0
Summary of Revision: � x.44.__ -1 �. ►^-'�-
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by:
�-- Entered in Sierra on
Plan Check/Permit Number: Z-) C! / C3
APR 0 9 2001
08/30/00
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i Staff Date
I Initials Issued
Date ? Staff
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Date
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Date ? Staff
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Summary of Revision:
Date
Issued
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No.
Date
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Staff
Initials
Date ? Staff
Issued i Initials
I �
Summary of Revision:
Received By:
PROJECT NAME: PERM NO:. 1i — (}��
Site Address: 0) -- fin,) bO JE re_ PA - Original Issue Date:
Revision
No.
Summary of Revision:
Revision
No.
Summary of Revision:
Date
Received
Date
Received
REVISION LOG
Staff
Initials
Staff
Initials
Received By:
Received By:
•
Date
Issued
Date
Issued
% eas
(please print)
(please print)
(please print)
(please print)
ti nt) , .
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Staff
Initials
Staff
Initials
PERMIT NO.:TIC) I O
BUILDING PERIVIITS
INSPECTIONS
0
❑ 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/Modular Struct
❑ 00071 Mobile Home Tie Down lnsp
❑ 00072 Marriage Lines
❑ 00090 Resteel
❑ 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
❑ 00750 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
01110 Pre -Move Inspection
01115 Motor Inspection
01120 Pre -Demo
01140 Pre -reroof
01400 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
❑ 04011 Special - Shotcrete
❑ 0401 Special- Grading, Excav /Fill
❑ 04013 Special- Retaining Wall
❑ 04014 Special - Panels
❑ 04015 Special -Smoke Control System
TENANT NAME: 4�/1
CONDITIONS
0001 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 & calcs shall be on site
❑ 0016 Exposed insulation backing material
❑ 0017 Subgrade preparation including drainage, excavation
❑ 0018 Statement from roofing contractor verifying tire
retardant class of roof
All construction to be done in conformance w /approved
ye0019
n 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
O 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
0026 All structural masonry shall be special inspected
0027 Validity of Permit
0028 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
O "BTU maximum allowed per 1997 WA State Energy Code"
❑ 0035 Contact PW Div to obtain insp for water /sewer connect
❑ 0038 A C of O 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 8.2 TMC
0041 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 & sewer
districts"
❑ "Fuel burning appliances
❑ "Appliances, which generate...."
❑ "Water heater shall be anchored...."
❑ "Reroot"
Plan Reviewer:
Permit Tech:
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Date:
Date:
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6"
BASE PLATE DETAIL 0
BASE PL. & SLAB CONNECTION
GENERAL CONFIGURATION
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-;
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• 1YP. 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 EDITION r
2 -STEEL FOR ALL SHAPES FY 50 KSI ASTM A5'70 -85 GR.50 (EXCEPT AS NOTED)
3 -ALL WELDED CONSTRUCTION IN 4 SHOP OF AN APPROVED FABRICATOR
(E70XX ELECTRODES)
- ", 1 4- ANCHORS WEDGE TYPE HILTI KWIK II CBS �J.4621 RAMSET REDHEAD ICBO #1372
- OR SIMPSON ICBO X3631, (NO SPECIAL INSPECTION REQUIRED)
r TYP.,
5- T. ' THICK 2000 SOIL BEARING CAPACITY 1000 PSF
6- STORAGE CONCRE E RACK SLAB CAPA AS SHOWN PSI. ON ELEVATIONS'
7 -ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMIT Y
WITH THIS STANDARD A DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS
A
NOTE INCHES •N AREA
LOAD00 SQUARE
SHOWING PERMANENT
VERTICAL OF 1 IN 10'EPEROF NOT EIGHT THAN
FROM THE
8- STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE F"
TYP.
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RACK DESIGN AND ENGINEERING
•.. #204 CLENDAGE CA 91208
3786 LA CRESCENTA AVE.
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SCALE: NONE
DRAWN BY: A. KH.
PROJECT: FATIGUE TECHNOLOGY
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DRAWN NO A.KH.
' DATE: 3 -15 -01
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144' & 120' LONG BEAM 96' LONC1 BEAM
I
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7/16 "0 RIVET /
ASTM A354 - 7 5
TH'K= 3/16 " - '
BRACE TO COLUMN CONN. 1,
2 PIN CONNECTOR 2;
BEAM SECTIONS
COLUMN & BASE PLATE DETAIL
BASE Pb & SLAB CONNECTION
FRONT VIEW "A" SIDE VIEW
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4
TYP.
TYP.
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3 ' TYP.
2500 LEVEL
FRONT VIEW "B"
2 ' TYP.
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- 3' TOP
3000 # / LEVEL f --
3000 # / LEVEL
3000 # / LEVEL
3000 # / LEVEL
IL
2'
TYP.
96"
FRONT VIEW "C"
36"
4
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FRONT VIEW "D"
SIDE VIEW
4
TOP.
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4
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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 EDITION
2 -STEEL FOR, SHAPES rY =50 651. ASTM A570 -85 ER.50 (EXCEPT AS NOTED)
3 -ALL WELDED CONSTRUCTION IN A SHOP OF AN APPROVED FABRICATOR
(E70XX ELECTRODES)
4- ANCHORS HILT! KWIK -II ICBO #4627, RAMSET REDHEAD ICBO #1372, OR
SIMPSON ICBO #3631, (NO SPECIAL INSPECTION REQUIRED)
5- CONCRETE SLAB 5" THICK 2000 PSI. SOIL BEARING CAPACITY 1000 POT'
6- STORAGE RACK CAPACITY AS SHOWN ON ELEVATIONS
7 -ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY
WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS
A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA
SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD OF NOTE NO. 6
8- STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE
VERTICAL OF 1" IN 10' -0" OF HEIGHT
2500
144"
- -- 3 1 TYP-
O 2500 # / LEVEL
2500 # / LEVEL
/
LEVEL
250(1 # / LEVEL
2500 # / LEVEL
2500 # / LEVEL
2500 # / LEVEL
IL
2500 # / LEVEL
I �I
/
FRONT VIEW "E"
(- 9
48"
SIDE VIEW
4 020
1 TYP.
TYP.
PROST: FATIGUE TECHNOLOGYIABV I
REV.
DATE
REVISION
RACK DESIGN AND ENGINEERING
3786 LA CRESCEN'TA AVE. #204 GLENDALE CA. 51208
SCALE NONE
DRAWN NO A.KH.
' DATE: 3 -15 -01
GIYEb
FRONT VIEW "A" SIDE VIEW
Ia4
4
TYP
TYp
4
TYP.
TYP.
TY F.
120"
3 ' TYP.
2500 LEVEL
FRONT VIEW "B"
2 ' TYP.
144"
- 3' TOP
3000 # / LEVEL f --
3000 # / LEVEL
3000 # / LEVEL
3000 # / LEVEL
IL
2'
TYP.
96"
FRONT VIEW "C"
36"
4
TYP.
TYP.
/4
TYP.
FRONT VIEW "D"
SIDE VIEW
4
TOP.
TYP.
4
TYP.
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 EDITION
2 -STEEL FOR, SHAPES rY =50 651. ASTM A570 -85 ER.50 (EXCEPT AS NOTED)
3 -ALL WELDED CONSTRUCTION IN A SHOP OF AN APPROVED FABRICATOR
(E70XX ELECTRODES)
4- ANCHORS HILT! KWIK -II ICBO #4627, RAMSET REDHEAD ICBO #1372, OR
SIMPSON ICBO #3631, (NO SPECIAL INSPECTION REQUIRED)
5- CONCRETE SLAB 5" THICK 2000 PSI. SOIL BEARING CAPACITY 1000 POT'
6- STORAGE RACK CAPACITY AS SHOWN ON ELEVATIONS
7 -ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY
WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS
A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA
SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD OF NOTE NO. 6
8- STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE
VERTICAL OF 1" IN 10' -0" OF HEIGHT
2500
144"
- -- 3 1 TYP-
O 2500 # / LEVEL
2500 # / LEVEL
/
LEVEL
250(1 # / LEVEL
2500 # / LEVEL
2500 # / LEVEL
2500 # / LEVEL
IL
2500 # / LEVEL
I �I
/
FRONT VIEW "E"
(- 9
48"
SIDE VIEW
4 020
1 TYP.
TYP.
PROST: FATIGUE TECHNOLOGYIABV I
BRACE TO COLUMN CONN.
2 PIN CONNECTOR
2500
LEVEL
—43) TYP... - 2) TYP.
2500 ;� LEVEL
I I
2500 LEVEL
I I
2500 ; LEVEL
I li
LEVEL
2500 ; LEVEL
I I
2500 ;
I I
2500 ; LEVEL
I I
2500 ° LEVEL
I I
2 3/4"
BEAM SECTIONS
- (4)
TYP_
2 3/4"
IB597 IB485
144" & 120" LONG BEAM 96" LONG BEAM
COLUMN & BASE PLATE DETAIL
BASE PL. & SLAB CONNECTION
SIDE VIEW
TrP
N—
Y
SEC. B —B
120"
3 , TYP.
2500 # / LEVEL
FRONT VIEW
120"
- -, 3 TYP,
2000 # / LEVEL
2500 # / LEVEL
2500 # / LEVEL
2500 # / LEVEL
2500 # / LEVEL
2500 # / LEVEL
2500 # / LEVEL
2500 # / LEVEL
I
if
If
if
_L
2000 # / LEVEL
2000 # / LEVEL
if
2000 # / LEVEL
2000 # / LEVEL
1f
2000 # / LEVEL
;f
2000 # / LEVEL
2000 # / LEVEL
If
AL
2 TYP.
L] _
2 ' TOP
T
SIDE VIEW
4) TYP
TYP.
4 1 TYP
7/16"0 RNET
ASTM A354 -79
TYP - - - - -•
1/8
96"
TH'K =3/ 1 6 "
FRONT VIEW "P" SIDE VIEW
144"
44"
" F
2 N
144"
(� 2500 # / LEVEL (1
FRONT VIEW
2500 # / LEVEL
2500 # / LEVEL
2500 #/ LEVEL
2500 # / LEVEL
E
'.. 2500 # / LEVEL
If
if
if
If
If
IE75— COLUMN
TWO 1/2 "0 ANCHORS PER BASE PLATE
3 1/2" EMB., (SEE NOTE NO. 4)
SIDE VIEW
(
TYP
TYP.
{4 1
TYP
TYP
fi
TH'V =3/8" __ _..
00 =35 65I.
(ASTM A -36)
NOTES:
1- DESIGN OFI STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS
AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS
OF THE UNIFORM BUILDING CODE 1997 EDITION
2 -STEEL FOR ALL SHAPES. FY-50 KSI. ASTM A570 -85 GR (EXCEPT AS NOTED)..'
3 -ALL WELDED CONSTRUCTION IN A SHOP OF AN APPROVED FABRICATOR
(E70XX ELECTRODES)
4- ANCHORS HILTI KWIK -II ICBO #4627, RAMSET REDHEAD ICBO #1372, OR
SIMPSON ICBO #3631, (NO SPECIAL INSPECTION REQUIRED)
S- CONCRETE SLAB 5" THICK 2000 PSI. SOIL BEARING CAPACITY 1000 PSF
6- STORAGE RACK CAPACITY AS SHOWN ON ELEVATIONS
7 -ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY
WITH THIS STANDARD SHALL DISPLAY IN ONE. OR MORE CONSPICUOUS LOCATIONS
A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA
SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD OF NOTE NO. 6
8-STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE
VERTICAL OF 1" IN 10' -0" OF HEIGHT
-- -- . --
.' --{ 3) TYP.
2500 // / LEVEL
FRONT VIEW "S"
bbi ocr2
2)
TOP.
36" ,
I EXPIRES A• 9.6_0; I
TYP.
1:
TYP.
-H'4 1
TOP.
IFR OJECT: FATIGUE TECH N OLO G'C., ,
A
REV.
DATE
REVISION
RACK DESIGN AND ENGINEERING
3786 LA CRESCENTA AVE. #204 GLENDALE CA. 9120E
SCALE: NONE
DRAWN BY A.KH
DATE: 3 -15 -01
a
BRACE TO COLUMN CONN.
2 PIN CONNECTOR
2500
LEVEL
—43) TYP... - 2) TYP.
2500 ;� LEVEL
I I
2500 LEVEL
I I
2500 ; LEVEL
I li
LEVEL
2500 ; LEVEL
I I
2500 ;
I I
2500 ; LEVEL
I I
2500 ° LEVEL
I I
2 3/4"
BEAM SECTIONS
- (4)
TYP_
2 3/4"
IB597 IB485
144" & 120" LONG BEAM 96" LONG BEAM
COLUMN & BASE PLATE DETAIL
BASE PL. & SLAB CONNECTION
SIDE VIEW
TrP
N—
Y
SEC. B —B
120"
3 , TYP.
2500 # / LEVEL
FRONT VIEW
120"
- -, 3 TYP,
2000 # / LEVEL
2500 # / LEVEL
2500 # / LEVEL
2500 # / LEVEL
2500 # / LEVEL
2500 # / LEVEL
2500 # / LEVEL
2500 # / LEVEL
I
if
If
if
_L
2000 # / LEVEL
2000 # / LEVEL
if
2000 # / LEVEL
2000 # / LEVEL
1f
2000 # / LEVEL
;f
2000 # / LEVEL
2000 # / LEVEL
If
AL
2 TYP.
L] _
2 ' TOP
T
SIDE VIEW
4) TYP
TYP.
4 1 TYP
7/16"0 RNET
ASTM A354 -79
TYP - - - - -•
1/8
96"
TH'K =3/ 1 6 "
FRONT VIEW "P" SIDE VIEW
144"
44"
" F
2 N
144"
(� 2500 # / LEVEL (1
FRONT VIEW
2500 # / LEVEL
2500 # / LEVEL
2500 #/ LEVEL
2500 # / LEVEL
E
'.. 2500 # / LEVEL
If
if
if
If
If
IE75— COLUMN
TWO 1/2 "0 ANCHORS PER BASE PLATE
3 1/2" EMB., (SEE NOTE NO. 4)
SIDE VIEW
(
TYP
TYP.
{4 1
TYP
TYP
fi
TH'V =3/8" __ _..
00 =35 65I.
(ASTM A -36)
NOTES:
1- DESIGN OFI STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS
AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS
OF THE UNIFORM BUILDING CODE 1997 EDITION
2 -STEEL FOR ALL SHAPES. FY-50 KSI. ASTM A570 -85 GR (EXCEPT AS NOTED)..'
3 -ALL WELDED CONSTRUCTION IN A SHOP OF AN APPROVED FABRICATOR
(E70XX ELECTRODES)
4- ANCHORS HILTI KWIK -II ICBO #4627, RAMSET REDHEAD ICBO #1372, OR
SIMPSON ICBO #3631, (NO SPECIAL INSPECTION REQUIRED)
S- CONCRETE SLAB 5" THICK 2000 PSI. SOIL BEARING CAPACITY 1000 PSF
6- STORAGE RACK CAPACITY AS SHOWN ON ELEVATIONS
7 -ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY
WITH THIS STANDARD SHALL DISPLAY IN ONE. OR MORE CONSPICUOUS LOCATIONS
A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA
SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD OF NOTE NO. 6
8-STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE
VERTICAL OF 1" IN 10' -0" OF HEIGHT
-- -- . --
.' --{ 3) TYP.
2500 // / LEVEL
FRONT VIEW "S"
bbi ocr2
2)
TOP.
36" ,
I EXPIRES A• 9.6_0; I
TYP.
1:
TYP.
-H'4 1
TOP.
IFR OJECT: FATIGUE TECH N OLO G'C., ,