HomeMy WebLinkAboutPermit D97-0170 - SKYWAY LUGGAGE - STORAGE RACKSCity of Tukwila r
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
DEVELOPMENT PERMIT
Parcel No: 420008 -0924
Address: 17450 WEST VALLEY HY
Suite No:
Location:
Category: ACOM
Type: DEVPERM
Zoning:
Const Type: RACKS
Gas /Elec.:
Units: 001
Setbacks: North:
Water: UNKNOWN
Wetlands:
Contractor License No:." 'CONESSS.131NU
OCCUPANT SKYWAY
17450: ` WEST VALLEY HY, TUKWILA'WA
CONTACT FRANK'PALMER Phoner.206 762 -5969
7745' FIRST AVENUE SOUTH, SEATTLE, WA '981'08
OWNER ALASKAN COPPER COMPANIES INC.'
PO BOX 3546, SEATTLE:WA 98124
CONTRACTOR 'CONESCO STORAGE SYSTEMS. INC. Phone: 206 762-5969
.7745 FIRST AVENUE SOUTH, SEATTLE, WA 98108
************************.'*******•**.******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ***
Permit Description:
INSTALL:PALLET RACKS IN WAREHOUSE.
*********** Ii****************************************** * * * * * * *. * * * * * ** * * * * * * * * * * * * * * **
Construction Valuation: $ .00 '
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) •Eng..'Appr:
Curb Cut /Access /S.idewalk /CSS:
Fire Loop Hydrant:. No: Size(in): .00 •
Flo Zone:
Hauling: Start Time:. End Time
LandAltering: Cut: Fill:
Landscape Irrigation:
Moving'Oversized Load: Start Time: End Timer
Sanitary Side Sewer: No:
Sewer'Main Extension: Private: Public:
Storm Drainage:
Street Use:
Water Main Extension: Private: Public:
***********************************************.****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
TOTAL DEVELOPMENT PERMIT FEES: $ 1,097.21
***************************************************** * * ** * * * * * * * * * * * * * * * * * * * * * ** * * **
Permit Center Authorized Signature:
I hereby certify that I have read and examined this permit and know the same
to be true and correct. All provisions of law and ordinances governing this
work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or
cancel the 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 perm.t.
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
South:
Sewer:
Slopes:
Occupancy: WAREHOUSE
UBC: 1994
Fire Protection: SPRINKLERS
East: .0 West: .0
A k!h2_ Date JL/ L fr
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.
Permit No:
Status:
Issued:
Expires:
Streams:
(206) 431-3670
D97 -0170
ISSUED
06/04/1997
12/01/1997
:CITY OF ,TUKWILA
.Address . °174,5 No: 0 WEST VALLEY- Permit No D97- 0170.;.
Su.i,te
Tenant Status ISSUED
Type 'DEVPERPi - Applied : 05127/ 1997
Par.ce;l # 4`20 Is :..•06 /04/'1997
*:* AAA' k; k*** A ** * *** �k.*******. kkA**A Ak**** AA** kk*; k*' AAA Ak ** *AA:A*****A *k * *k`•k*k * *•k*
Rer t Conditions .
o changes will l b e made to' the . plans unless ° approved `by ..the.: -<
rchitec or Engineer and the T.ukw7la Bui ld:ing DTI/ isi.on
11 p"ermi,ts, i nspect ion. -rrecorids;` , ap}proved p lans sha11. be .
ava i 1, ab l e et::, the ob,s to pri to tire start o any c.on
str These .do61:ini nt;s ; are to,' maintained and`:avai 1
able 'u ntil final i' nspe ction ap is granted +.,
All cons.truc .ion t`o ;be °iri Y'conf marices width approved
p lans. and ,evo m ireme of the Unifo Building Coder '
Ed iti`,on a en de,d Uniform Tl ral..,,0ode (1994 ,Ed
and :Was State Energy, Code, (1994 .Edition),.
Val1di v� /of Permit A i
The s a 'r3,6e;; o ,f a. p ermit or, ; ap pr.ova;l o f
plansi an `r�omputations shall not be.,con -
str uedif�to be a per or an approval of, anv violation,
'a ari ' of the pr ovisions of the ybu i l d ing code • or of ,and ...... ;
other:rord`'ijnance,..of: the:.lur.is,d- i:ctio No permit pr t
ire, ;' ty to violate ot711,6ancel =the provi of this
cod e 1 i4 ,:: , , .. " ''''
..,i . <--' ,
Project Name/Tenant:
Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family Warehouse ❑ Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel Office
❑ School /College /University ❑ Other
Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family
❑ Church ❑ Manufacturing ❑ MotelHotel
❑ School /College /University ❑ Other
Value Construction:
Site Address:: t
1 1 , -r .) o LO. v 0._11c,- ��k.J
If yes, extent of change: (Attach additional sheet if necessary)
City State /Zip:
"-S C W 1 l -A
Tax Parcel Number: I 1
�-1 C. l� O t;')% l� `1 7. -�'( -9 1
Property Ownpr: n
1 - -)0 0 [.-, Lo. ") 2-0 `ycli NJ
Area of Construction: (sq. ft.)
Will there be storage of flammable /combustible hazardous material in the building? yes ❑ no
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets
Phone:
1. L. - L. 2 1- 5T
Street Address: L - 1
? 2 4
City State /Zip:
,,‘tZt.
Fax #:
Contractor:
Phone:
Street Address:
_i / y s i A �--. -- S. �-Ft L
City State /Zip:
t.. IA I 0 a'
Fax #:
"1 1, L. • V c 3 s
Architect:
Phone:
Street Address:
City State/Zip:
Fax #:
Engineer:
a} .._ #� s c u c,
Phone:
8- t is - r 7- 00 '1 - 2_-
Street Address:
11. 25 - t;'. N. 1 D iv_ ,S;.,, Ll( Gti"
L.G.
City State /Zip:
C.a c l l20Z
Fax #:
Contact Person: __,--
k' k, PA ,..,y,,,,,, c-,,, •
Phone: q
1L
Street Address:
City State /Zip:
Fax #:
Description of work to be done:
n (n� n
4"'A 1, Lz- k• .A C . �C.M S t- c--- C-:-. , v \--•—
Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family Warehouse ❑ Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel Office
❑ School /College /University ❑ Other
Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family
❑ Church ❑ Manufacturing ❑ MotelHotel
❑ School /College /University ❑ Other
Warehouse ❑ Hospital
Office
Will there be a change of use? ❑ yes ,tq no
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: ( I 0 I U 0 existing
Area of Construction: (sq. ft.)
Will there be storage of flammable /combustible hazardous material in the building? yes ❑ no
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets
Commercial / Multi - Family Tenant Improvement / Alteration Permit Application
CITY OF TUVWILA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
Protect Nuin bir:'°
Permlt;Number: rr. — 0(70
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 THEFOLLOWING:
(Additional reviews may be determined by the Public Works Department)
❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk
❑ Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds.
❑ Sanitary Side Sewer #: ❑ Sewer Main Extension
❑ Storm Drainage ❑ Street Use ❑ Water Main Extension
❑ Water Meter /Exempt #' Size(s): 0 Deduct
Cl Water Meter /Permanent # Size(s):
❑ Water Meter Temp # Size(s): Est. quantity:
❑ Miscellaneous
Cl Flood Control Zone
❑ Hauling
❑ 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.
Date application accepted:
i
Date application expires:
Applic atiora take , (initials)
PLEASE SIGN BACK OF APPLICATION FORM
CUP LRMTT.DOG 1/29/97
BUILDING OWN R OR AUTHORIZED AG -NT:
Signature: 7 /
Dater 7 p
Print nan }e:
L.0.147_ 0_ y i' 1..4 i .a!(.-
Pho e:
U to 'll� 5 r (.� �(
Fax 1l : .-
'j c. 2 L, 5�3 8
Address- () c j S 1 A,,,,.... S.
City /State /Zip �•. iii.. 1 IS/ ��
ALL COMMERCIAL/MULTI -FA Y TENANT IMPROVEMENT/ALreATION PERMIT APPLICATIONS
MUSTBE SUBMITTED WITH THE FOLL ING:
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
❑ LJ Complete Legal Description
tl ❑ 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 :
❑ Er 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, 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 only)
11 Location and gross floor area of existing structure with dimensions and setback
12. Lowest finished floor elevation (if in flood control zone)
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H-
9).
71 Q Floor plan: show location of tenant space with proposed use of each room labeled
❑ Er 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.
0 ❑ Vicinity Map showing location of site
❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of
rack. Structural calculations are required for rack storage eight feet and over.
El' ❑ Indicate proposed construction of tenant space or addition and walls being demolished
El ❑ Construction details
0 0 Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of
water supply to sprinkler vault with documentation from contractor stating supply line will meet or
exceed sprinkler system design criteria as identified by the Fire Department.
0 ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings.
El ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds).
d a Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other
land use or SEPA decisions.
0 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 I1 -5)
❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no
■R-Q contractor has been selected at time of application a copy of this license will be required before the
s - � ' ¢ 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.
C7•I'I:IIMIT.1)0C 1/29/97
ACTIVITY NUMBER
PROJECT NAME
DEPARTMENT:
COMPLETE (z
COMMENTS •
BUILDING DIVISION
Aq2,r\ 5
PUBLIC WORKS
r) 5-3
DETERMINATION OF COMPLETENESS: (T,Th)
TUES/THURS ROUTING: PLEASE ROUTE 0 NO FURTHER REVIEW REQUIRED El
ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.)
REVIEWERS INITIAL
REVIEWERS INITIAL
REVIEWERS INITIAL
C:ROUTE-F
• Perms+ Ccuml. CoPy
PLAN REVIEW / ROUTING SLIP
091 0 I - 70 DA1E 6•77
FIRE PREVENTION El
awe. -50c I 19 t
STRUCTURAL
ik) •
NOT COMPLETE Ei
DATE
APPROVALS OR CORRECTIONS: (ten days)
APPROVED El APPROVED W/ CONDITIONS El
DATE
CORRECTION DETERMINATION:
APPROVED fl APPROVED W/ CONDITIONS fl
DATE
a
PLANNING DIVISION 0
Vg IQ)
PERMIT COO FiTuR
DUE DATE
NOT APPROVED (attach comments) 0
(Certification of occupancy required.
DUE DATE So q . 9
NOT APPLICABLE
1
1
DUE DATE 6 -
NOT APPROVED (attach comments) [1
t
.„)
*rk' *fi .-l.'* . * ** * *i4 * *. * * * * * * * * *,%. * * *** * * ** * *. * *k * * * *k. * * * * *1A * * * * * **
o TRANSMIT
it* �F *fi *u. * *,5* * * * ** **)*1t **k ** *,* *15*71* * **
CITY,,.OF; TUKWILA. NA
** * * * * *R * * * *A.* * * * ** **
TRANSMIT Number 89700592 Amount: 1.097.21 06/041.97 16:04
Payment 'Method: CHECK. Notation: CONESCO STORAGE Init: SLB
Permit No: D97-0170 Type: DEVPERM DEVELOPMENT PERMIT
Parcel N "5 « 420008-0924
Site Address: 17450 WEST VALLEY HY
Total Fees: 1.097.21
This Payment 1,097.21 Total ALL Pmts: 1.0977.21
Balance: .00
**fi * * * ***,k % ************* d, * * * * * * * *d. * * **ItI.ItIt **I ** ** A A *71o1 *** * * * *I *
Account Code
000/322.100
000/345.830
000/386.904
Deer ^iption
BUILDING - NONRES
PLAN CHECK - NONRES
STATE BUILDING SURCHARGE
Amount •
662.25
430.46
4•50 ..
1076 06/06 9719 TOTAL 1097.21
Project:
K- w P�\ L ..PA x G aG�'
Type of inspection:
t rte-- - °
Gr>+►
Address: rL'S'
: v` •
Date called:
Special instructions:
Date wanted:
Co 12
Cr
(D.
p.m.
Requester:
Phone No.:
INSPECTION NO..,
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes.
INSPECTION RECORT
Retain a copy with pe .t
0110
PERMIT PERMIT NO.
(206) 431 -3670
Corrections required prior to approval.
COMMENTS:.
C,s► c.�' i� c.a q4s r N 414 9 ail'
Inspector:
Date:
r $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection,
Receipt No.:
Date:
Pro� LU 6A�e-
Type of inspection �,1 �
,p►c ire D t' , J V T r 1
Date called: ^ 30 --7
Special instructions:
.erY '
Date wanted: 1 �j �] �a rr
—
1 ` 1 p.m.
Requester IA AAC,A - 1
Phone No.: 444' ^ �3'Jc7
'
: aarZt t. !.andnu *m.q«• a an .x *Xmvi c i..riy,;V }�m7nl.nogeen+wammanws wraara - .
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd:, #100; Tukwila, WA 981
Approved per applicable codes.
COMMENTS:
•
Inspector:
INSPECTION RECD"
Retain a copy with p t
Corrections required prior to approval.
< 5 Ls 44
� 1 4/ WA,/ k , r,6Z4 e4 -.AJAr
PERMIT NO.
Date: 7- - /
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
206) 431 -3670 {;
December 6, 1999
Frank Palmer
7745 First Avenue S
Seattle, WA 98108
RE: Permit Status D97 -0170
17450 West Valley Hy
Dear Mr. Palmer:
In reviewing our current permit files, it appears that your permit for the installation of pallet racks
issued on June 4, 1997 has not received a final inspection as of the date of this letter by the City
of Tukwila Building Division.
Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the
building official under the provision of this code shall expire by limitation and become null and
void if the building or work authorized by such permit is not commenced within 180 days from
the date of such permit, or if the building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
Based on the above, if a final inspection is not called for within ten (10) business days from the
date of this letter, the Permit Center will close your file and the work completed to date will be
considered non - complying and not in conformance with the Uniform Building Code and/or
Mechanical Code.
Please contact the Permit Center at (206)431 -3670 if you wish to schedule a final inspection.
Thank you for your cooperation in this matter.
Sincerely,
Brenda Holt
Permit Coordinator
City of Tukwila
Department of Community Development
Xc: Permit File No. D97 -0170
Duane Griffin, Building Official
John W. Rants, Mayor
Steve Lancaster, Director
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431\7670 • Fax (206) 43133665
Peter S. Higgins, S.E.
Prepared For
Conesco Storage Systems,
Seattle, WA
Prepared By:
Peter S. Higgins And Associates
Consulting Structural Engineers
1225-F North Pacific
Glendale, CA
(818) 549-0072
This Document and the design contain
• and Associates. It is proviced as an
be reproduced in any fashi,dn witho wr
Notice/to B
If this calculation is submit
contain all sheets of call
the next page(s), shal
Section 1. All documents s7al
ink of a contrasting
calculation shall be sighted ac
s copyright Peter S. Higgins
rument of servic and shall not
tten permission.
Departmen s
i val, it shall
ste
ilding permit app
he tabl of contents on
pan d b
opri 11 d ngs listed in
and nature in
am Jo •er Reference. The
s 1 k.
OVIi1310
APPROVE
30 2 1997
1,,
BOLDING DNIS100
ExPliss. 111AR 1 1998
RECEIVED
CITY OF TUKWILA
MAY 2 7 1997
PERMIT CENTER
o 11
Project:.'.Skyway Luggage
May.
8,',1997
VI)
PELt S. HIGGINS AND ASSOCIATL)
CONSULTING STRUCTURAL ENGINEERS '
1.2.2.2 Short Formulation
Table of Contents
1''Reference Data
1.1 Documents
1.1.1 Drawings
1.1.1.1 By, Peter S. Higgins and Associates ......
1.1.1.2 By Others
1.2 Loads
1.2.1 Vertical (Dead plus Live)
1.2.2 Seismic
1.2.2.1 General (199 UBC UBC Chapter 22, Division
Job No. 2604
Sheet ii
2 Basic 2
2.1 Components and Geometry 2
2.2 Check Beams 2
2.2.1 Design Forces ,'.. 2
2.2.2' Beam Properties 3
2.3 Check Posts (Dead plus Live Loads) 3.
2.3.1 Load to Post 3
2.3.2 Post Properties (net section) 3
2.4 Longitudinal Seismic 4
2.4.1 Base Shear 4
2.4.2 Design Forces 4
2.4.3 Post - Combined Stresses 4
2.4.4 Beam Connections 5
2.4.4.1 Design Forces 5
2.4.4.2 Connection Capacity 5
2.5 Transverse Seismic 5
2.5.1 Base Shear 5
2.5.2 Design Forces 5
2.5.2.1 Stability 5
2.5.2.2 Brace 6
2.5.2.2.1 Design Force 6
2.5.2.2.2 Brace Capacity 6
PEA. ;:c S. HIGGINS AND ASSOCIATIC,
CONSULTING STRUCTURAL ENGINEERS
Project: Skyway Luggage Job No. 2604
Sheet 1
May 8, 1997
1 Reference Data
This calculation reviews the installation of storage racks for
structural adequacy. The sealing of drawings is for the struc-
tural review of the storage racks only. Other information is not
reviewed, nor approved.
1.1 Documents
1.1.1 Drawings
1.2 Loads
1.1.1.1 By Peter S. Higgins and Associates
AR - 1, LM - 3
1.1.1.2 By Others
Conesco
SKY -1
1.2.1 Vertical (Dead plus Live)
Loads per level = 0.5 kips
Design beams for 25% impact
1.2.2 Seismic
1.2.2.1 General (199 UBC UBC Chapter 22, Division VI)
Where:
IJ_
R 1
Thus: R =8 Longitudinal
6 Transverse
v < 0.5631✓
R /s
within the range:
0.031 ✓ <_I /5. 0.13711/
Z =0.3
I =1.00
1.25S
T 2/3
S <1.5 (unless lower value per-
mitted by soils report)
W =Total Load (Dead Load of rack
is usually negligible)
T may be determined by any rational method, or the
default C /R of 0.46 may be used.
Project: Skyway Luggage
May 8, 1997
2 Basic
2.1 Components and Geometry
w
• W=99"
• a=60"
b=60"
c=60"
Beam Type
LBC25
2.2 Check Beams
2.2.1 Design Forces
PWCA S. HIGGINS AND ASSOCIATk_f_
CONSULTING STRUCTURAL ENGINEERS
1.2.2.2 Short Formulation
If racks are interconnected such that 4 posts in each
direction resist lateral load, then •(using code defaults
for C/R
V = 0.137 DL+ _LL 0.07514/
2
(since DL « LL)
This condition is usually satisfied by interconnecting
back to back rows of rack, or by tieing single rows
across the aisles
Ail 5_ (2)(8)
=3.9 inch kips
D
H=240"
D=44"
l,=44
ld=56"
Upright Type
150
s < m
min
=0.13 in
Job No. 2604
. Sheet' 2
CONSULTING STRUCTURAL ENGINEERS
Project: Skyway Luggage
May 8, 1997
2.2.2 Beam Properties
The drawing is a bit ambiguous. All three beams are possible
and OK.
2.75"
0.88"
F L, s 0.75"
t
2.75"
0.88"
- I_ I 1.5"
t
LB035
t=0.075in
S in
IX=L.19. if
LBC35
t=0.075in
S in
I in
LBF354
t=0.075in
S in
I in
2.75"
2.3 Check Posts (Dead plus Live Loads)
2.3.1 Load to Post
p<(# of levels)(L)
2
=0.8 kips
Job No.. 2604::
Sheet
O.K.
2.3.2 Post Properties (net section)
Again, the drawing is ambiguous. The 14 ga post is assumed
(smallest post manufactured).
O.K.
_:R S. HIGGINS AND ASSOCIAt.L.
CONSULTING STRUCTURAL ENGINEERS
Project:. Skyway Luggage Job No. 2604
•May .8, 1997 Sheet 4
1 8 150
X
2.4 Longitudinal Seismic
2.4.1 Base Shear
Determine Period - Rayleigh Method - UBC Method B. Deriva-
tion supplied upon request.
3
T > 1 i�L ( 2n 2 +2n+ 1
2300N 1
Substituting yields
T >0.9 sec
Thus:
V <0.073W
2.4.2 Design Forces
P <0.8k; V <0.06k
t =0.075 in
As =0.39 in
S =0.38 in
r =1.21 in
S =0.18 in
r =0.66 in
M <Va- (1.3) P
< (0.06) (60) - (1.3) (0.8)
= 2.3 inch kips
2.4.3 Post - Combined Stresses
P M
— +T
P M
= 0.32 <1.33 O•K•
1 /r =67
a /rx =50
F =18.2 ksi
P =7.lk
24 k
Units: kips, inches, seconds
Where:
W = Load per level
L = Spacing between levels
I = Moment of inertia of
post
n = Number of levels
(fixity due to width
of base plate)
S. HIGGINS AND' ASSOCIAZ '
CONSULTING STRUCTURAL ENGINEERS '
Project': Skyway Luggage Job No.. 2604.
May 1997 Sheet 5
2.4.4 Beam Connections
2.4.4.1 Design Forces
Mconn_
2.4.4.2 Connection Capacity
2 „
°YP)
7/1 6" diam. Rivet
Va = 2.5 kips
2.5 Transverse Seismic
2.5.1 Base Shear
Use Code Default Values for CS
}
V= 0.14W =0.21k
2.5.2 Design Forces
D
t
V
h'
_P
EQ
2.5.2.1 Stability
Standard Connection
M (1.33) (2.5) (4) =13.3 in k
O.K.
Vh'
Peg = .D
h' =120 inches
P =0.6 kips
Note: Bracing shown is schematic - see
this section, subsection .2 for actual
geometry.
Peq$PD +L - Stable -No Uplift. Anchors provide added Factor
of Safety.
Use min. 3/8" diam. ICBO approved expan-
sion anchors.
Minimum embedment 2" into slab.
O.K.
PER S. HIGGINS
. •
CONSULTING STRUCTURAL ENGINEERi:y
Project: Skyway Luggage
May 8, 1997 •
2.5.2.2 Brace
2.5.2.2.1 Design Force
2.5.2.2.2 Brace Capacity
Pbr1
•
(in)
56 115.
•
0.071" Anet=
rrai in
4=0.76
City of Tukwila
(fl -') a9,
Fire Department Review
Control # 01q7 -01 io
Fire Department Thomas P. Keefe, Fire Chief
Re: Rack at 5t,ock.1 Luce , ritAso W VCS i( iy
Dear. Sir:
The attached set of building plans have been reviewed by
The Fire Prevention Bureau and are acceptable with the
following concerns:
1. Storage may not be closer than 36 inches in all
directions to ceiling -hung "Space or Unit" heaters. (UFC
1109.2)
Storage may not be closer than 18 inches below
sprinkler heads. (NFPA 13, 4 -2.5 and.NFPA 231.5 -1)
2. In double row racks with heights of storage up to and
including 25', an average nominal 6" transverse flue space
between loads or at rack uprights shall be maintained.
(NFPA 231C 4 -3.1)
Maintain minimum 6" longitudinal flue space between
back to back racks. (NFPA 231C)
3. Where storage height exceeds 15 feet and ceiling
sprinklers only are installed, fire protection by one of
the following methods is required for steel building
columns located within racks: (a) one -hour fire proofing,
(b) sidewall sprinkler at the 15 foot elevation of the
column, (c). ceiling sprinkler density minimums as
determined by the Tukwila Fire Prevention Bureau. (NFPA
231C, 3 -2.3)
4.' Aisles leading to required exits shall be provided
from all portions of buildings. Aisles located within .an
accessible route of travel shall also comply with the
Building Code requirements for accessibility. (UFC 1204.1)
John W Rants, Mayor
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439
at; 5weft1?3 x:y ,, •riSfras a ra ;u ' tN3v rn:v v+w.. ,,.«» s.., m o..w ,...
Page number
L"
City of Tukwila
Fire Department Thomas P. Keefe, Fire Chief
•
•
5. Depending on the classification of the commodity being
stored and the size of the storage area, smoke vents and
curtain boards may be required by Table 81 -A of the Uniform
Fire Code. Contact the Tukwila Fire Prevention Bureau for
further information.
6. Depending on the classification of the commodity being
stored and the storage height, in -rack sprinklers may be
required per N.F.P.A. 231C. Contact the Tukwila Fire
Prevention Bureau for further information.
7. Refrain from blocking sprinkler coverage with
shelving. NFPA standard #13 states that any shelving or
decks in excess of 4 feet in width will require
installation of sprinklers thereunder.
8. High -piled combustible storage is combustible
materials in closely packed piles more than 12 feet in
height or combustible materials on pallets or in racks more
than 12 feet in height. For certain special- hazard
commodities such as rubber tires, plastics, some flammable
liquids, idle pallets, etc., the critical pile height may
be as low as 6 feet. (UFC article 2, sec. 209 -H)
Contact The Tukwila Fire Prevention Bureau to witness all
required inspections and tests. (UFC 10.503) (City
Ordinance #1742)
This review limited to speculative tenant space only -
special fire permits may be necessary depending on detailed
description of intended use.
Any overlooked hazardous condition and /or violation of the
adopted Fire or Building Codes does not imply approval of
such condition or violation.
John W Rants, Mayor
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (20) 5754404 • Fax (206) 5754439
L I CENSE NUMBER
CONTRACTOR NAME
PARENT ' COMPANY
SEARCH NAME
ADDRESS LINE 1
ADDRESS L INE 2
C/TY,STATE , ZIP
TELEPHONE
EFFECTIVE DATE
EXPIRATION DATE
sus 2NDED :DATE,
BIRTH DATE,
' • . OPT ION :
1 206 248 6636
MAY 15 '97 09: 34AM DEP • OF L&I TUKWILA
CROCS 1 DE PARZ„,,NT OF LABOR AND INDUSTRIEL SLCS S
CONTRACTOR :INFORMATION INQUIRY:
DENVER
(303 ) 455-7080
08/3
09/19/97
00/00/00
00 /00/ 00 00
CONESCO STORAGE
4495 aAS ON ST
CONES SS 131NU. STATUS ACTIVE
CONTRACTOR, TYPE CONS T CONT.
CONESCO STORAGE SYSTEMS INC
CO 80211
0 - 02- -C22 le
2.1 06 ez 6(. ,
COUNTY
•
. BUSINESS TYPE
GRANDFATHER CODE
$ PE CIALTY CODE 1
SPECIALTY CODE 2
OUT STATE
CORP
NiA
OTHER SPEC
UNUSED
Model
Hot Roned
Shape
W 1 D (
t
As
S,,
rx
ry \
150
-
3.00 1 1.63 1
0.075
0.39
0.38
1.21
0.66
300
-
3.00
1 3.00 1
0.075
0.59
0.67
1.30
1.12
302
-
3.00
3.00 1
0.105
0.82
0.91
1.29
1.10
341
C3x4.1
0.75
3514LD
3.50
2.75 10.75
0.075
0.58
\ 454
C4x5.4
3.00
2.75
1.63
0.075
10.88
J
/ Type
shaped
A
B d
t Sx
Is
3041
C3x4.1
11.10
1.66
4054
C4x5.4
11.93
3.85
5067
C5x6.7
3.00
7.49
2514LD
2.50
2.75 1 0.75
0.075 10.34
0.47
3014LD
3.00
2.75 10.75
0.075
0.46
0.75
3514LD
3.50
2.75 10.75
0.075
0.58
1.12
3024
3.00
2.75
1.63
0.075
10.88
1.36
3524
3.50
2.75
1.63
0.075
1.02
1.90
4024
4.00
2.75
1.63
0.075
1.25
2.62
4524
4.50
2.75
1.63
0.075
1.48
3.48
5024
5.00
2.75
1.63
0.075
1.73
4.50
5524
5.50
2.75
1.63
0.075
2.00
5.68
6024
6.00
2.75
1.63
0.075
2.28
7.03
6022
6.00
2.75
1.63
0.105
3.04
9.37_,
i
Type
All
C
1.50
1.50
GENERAL NOTES
CONN.
1
BRACE
DIMENSIONS
t= 0.075"
1 This drawing shows standard details of the rack
product line only. See engineer approved
installation drawings (same Job number) for
components used, special details, arrangement,
and site specific information.
2. The installation drawings govern over this drawing.
3. MATERIAL
Steel - Cold Formed - ASTM A570 Grade 50 UNO
Hot Rolled - ASTM A36
Welding Electrodes - AWS E70 -XX (all welds
single pass fillet welds designed at 50% stress
levels)
4. Expansion Anchors shall be ICBO approved types. e.g.
Hilti Kwik Bolt (ICBO RR #2156, 4627)
ITW Ramset/Red Head JS type (ICBO RR #1372)
Gunnebo Taper -Bolt Sup -R -Stud (ICBO RR #3219)
Embedment shall be minimum 5X Bolt Diameter.
Other similar anchors may be used if ICBO approved.
The anchor types, sizes, and embedments shown on
the installation drawing govern over the sizes shown
on this drawing.
Special inspections are not required unless noted on the
installation drawings.
3a
TYPICAL
1'
Returns
B
0.88
\ ''
UNO
RIVET PATTERN
2 Rivet Clip Standard
3 Rivet Clip Optional
1/8
RIVET -typ
3/16" CONNECTOR
PLATE ON BEAM
BEAMS
5. Unless noted otherwise on the installation drawings, the
allowable soil bearing value is 1.0 KSF.
BEAM - COLUMN CONN.
7/16" (Nom.) ASTM A502 -3 Rivets
DIMENSIONS AND PROPERTIES
UNITS: INCHES UNO
BEAM®
BU
MU
N
COLUMNS
�� - t
uIMENSIJNS AND rrturCR I IES
NET SECTION - UNITS: INCHES UNO
PETER -1(Hi anI
AND ASSOCIA ES
STRUCTURAL E GINEERS
1225 -F NO:TH ACIFIC
,G
' Co CO YI
G AND D
GBY WR
GNED.. C -
NG PE r
BE St
18 -54
IG ARE CO 01T. EN PERMI O ONLY
S ONLY ARE V •.40 FOR
AP`LICATION. RAWING
A OSS T IS BLOCK.
1
U
t o
1997
6-4 -96
WN
KED
APPROVED
P. H.
STANDARD
RECEIVED T =11 ga
CITY OF TUKWILA
PERMIT CENTER
Min. 3 /8" Anchor
(1 per post)
FRONT
TYPICAL ELEVATIONS
SEE INSTALLATION DRAWINGS FOR
SITE SPECIFIC INFORMATION
0
u-�
BASE PLATES
COMMON SIZES ONLY
SEE INSTALLATION DRAWINGS
FOR CUSTOM SIZES AND ANCHORAGE
ANDERSEN RACK, INC.
3 INCH TEARDROP STYLE
STORAGE RACKS
STANDARD DETAILS
Min. 1 /2" Anchor
(2 per post)
7
SEISMIC (t= 318 ")
SIDE
Added
1/8 V \ Welds
Job #
260
Drawing #
Type
A i B d! t 1 Sx lx
LB020
2.00
2.75
0.75 0.0751 0.27 1 0.29
LB030
3.00
2.75
0.7510.07510.4710.76
L9035
3.50
2.75 10.75 ! 0.0751 0.63 1 1.19
LBC30
3.00
2.75 0.75 1 0.0751 0.88 1.37
LBC35
3.50
2.75 0.7510.075
1.05 11.95
LBC40
4.00
, 2.75 1.50 1 0.075
1.27 12.66
LBC45
4.50
2.75 1.50 1 0.075
1.50 13.51
LBC50
5.00
2.75
1.50 1 0.075
1.77 14.64
LBC50
5.00
2.75
1.50 1 0.075
1.77 1 4.64
LBC55
5.00
2.75
1.50 I 0.075
2.05 1 5.80
LBC55A
5.00
2.75
1.50 1 0.105 2.76 17 79
LBC60A
6.00
2.75
1.50 1 0.1051 3.14
19.59
LBF354
3.50
2.75
1.5010.075 0.77
1.47
LBF404
4.00
2.75
1.50 10.075
0.94
2.05
LBF454
4.50
2.75
1.5010.075
1.14 2.75
\ LBF453
4.50
2.75
1.50 1 0.089
1.30 3 14
DAT
7'26 -95
CHECKED
APPROVED
PETER' 0. NIGCINS
AND ASSOCIATES
STRUCTURAL ENGINEERS
122 - N TH PACIFIC
ENDA - .( 02
818- 49- X0 6]
D ING AND E N AR CO IGHT
C P NG BY N PER N ONLY
ET IGNED"G IE • ONLY ARE ALID FOR
BUI�'CIpIG'PE� IT A• PLICATION, DRAWING
MUST BE SI NED ' C ROSS , OHIS BLOCK
GENERAL NOTES
CONN. , 3a
Type
All
C e
1.50 I 1.25 ,
T
BRACE
DIMENSIONS
Min. 1 =0.060
1. This drawing shows standard details of the rack
product line only. See engineer approved
installation drawings (same Job number) for
components used, special details, arrangement,
and site specific information.
2. The installation drawings govern over this drawing.
3 MATERIAL
Steel - ASTM A570 Grade 50 UNO
Welding Electrodes - AWS E70 -XX (all welds
single pass fillet welds designed at 50% stress
levels)
4. Expansion Anchors shall be ICBO approved types. e.g.
Hilti Kwik Bolt (ICBO RR #2156, 4627)
ITW Ramset/Red Head JS type (ICBO RR #1372)
Gunnebo Taper -Bolt Sup -R. Stud (ICBO RR #3219)
Embedment shall be minimum 5X Bolt Diameter.
Other similar anchors may be used if ICBO approved.
The anchor types, sizes, and embedments shown on
the installation drawing govern over the sizes shown
on this drawing.
Special inspections are not required unless noted on the
installation drawings.
5 Unless noted otherwise on the installation drawings, the
allowable soil bearing value is 1.0 KSF.
0.88
RIVET PATTERN
3 Rivet Clip Standard
4 Rivet Clip Optional
O POST
each
vertical
face 1/8 V
RIVET -typ
3116" CONNECTOR
PLATE ON BEAM
DIMENSIONS AND PROPERTIES
UNITS: INCHES UNO
BEAMS
BEAM- COLUMN CONN.
7/16" (Nom.) ASTM A502 -3 Rivets
BEAM®
�J
Type W I D t l As Sx
LM15
LM20
3.00 1 1.63 1 0.075 1 0.38 1 0.37 1 1.21 1 0.68
3.00 I, 3.00 1 0.075 1 0.58 1 0.67 I 1.31 1 1.12
LM30 3.00 i 3.00 0.105 1 0.80 1 0.89 1 1.29 1 1.10
LM40 3.00 1 3.00 0.135 1 1.00 1 1.10 1 1.28 I 1.08
MAY
IT
T
D
COLUMNS
DIMENSIONS AND PROPERTIES
NET SECTION - UNITS: INCHES UNO
I E%PIRES. MAR 2 1 19a
118 V
RECEIVED
CITY OF TUKWILA
PERMIT CENTER
P17-0170
Min. 3/8" Anchor
(1 per post)
STANDARD
T =11 ga
FRONT
TYPICAL ELEVATIONS
SEE INSTALLATION DRAWINGS FOR
SITE SPECIFIC INFORMATION
BASE PLATES
COMMON SIZES ONLY
SEE INSTALLATION DRAWINGS
FOR CUSTOM SIZES AND ANCHORAGE
LODI METAL TECH
STORAGE RACKS
(Fy =50 ksi)
STANDARD DETAILS
Min. 12" Anchor
(2 per post) ______' Added
ve V We lds
7.00"
SEISMIC ( =3181
Job #
D 60 4 Drawing #
LM -3
4
PLAN
L 1l_ :o`r
E ILI Nl� 7 L4N
/I(/
PL= 924.4ot,'
? s <,, ft,
J. 0o'
-4 21 ; '
I5.2o
eASaME^IT
AP
V I G I N 17- H
E4
1 (,0 s1, fit,
Ex - .'r P'oEt lu ;
— E &4 r
Ex.? T 13EAM5
2
aka'
VENT
E<' t (tarp
y
r zx�'
f+—
%kS SEAM
NEw Jf2GTW5
FI%b jAF G
_ • -
Curb Mount
Frame —
S.S. or
Alum. Nails
(by others)
Built up Rooting —_
(by others;
TAX I.D. NUMBER
4200-08092447
165' F
21Z
213(7
36_0 _
5(_ x 99
M O V ENI
BUILDING OWNER AND ADDRESS
Douglas Rosen
ALCO Investment Co.
3223 Sixth Avenue South
Seattle, Washington 98124
(206) 623 -5800
BUILDING ADDRESS
17450 West Valley Highway
Tukwilia, Washington 98188
TENANT INFORMATION_
Skyway Luggage -
Contact: Tom McMakin
1206) 441-5300
PROJECT ADMINISTRATOR AND CONTACT
Keith F. Howell
4700 Colorado Avenue South
Seattle, Washington 98134
(2061 763 -8156
ZQ+'IG
Commercial- Light Industrial
OCCUPANCY CLASS
Group F Occupancy Division 1: No change
Fusible 1 ink Rating: Maximum Allowable Exposure:
LEGAL DESCRIPTION
The North 321.90 feet of the South 923.00 feet of that portion of government Lot
Section 25, Township 23 North, Range 4 East, W.k4., in King County, and east of the West
Valley Road; Except that portion conveyed to the State of Washington for highway
purposes recorded under Recording Soother 6409834.
PROJECT DESCRIPTION
Existing warehouse building to be used for luggage storage and distribution. Upgrade
batik: :ng to a Class 3- Fire Commodity. This requires the installation of curtain boards and
smoke vents.
DRAWING INDEX
A0.1: Site Flan, Vicinity Plan, Ceiling Plan, Smoke Vent Detail, Curtain
Board Detail, General Description,
SQUARE FOOTAGE
Righting Arnn;
Existing: 44.800.00 f f
TOTAL 44,800.00 s.f.
GENERAL NOTES
Drawings indicated general and typical details of construction. Contractors shall verify all
dintensiars and conditions for compatibility before proceeding. Drawings shall be used in
conjunction with structural, electrical and mechanical drawings (when applicable) for
bidding and construction. Contractor shall be responsible for all safety precautions and the
methods, techniques, sequences or procedures required to perform the work.
100' F
150'
225
300'
SMOKE VENT
P1REDj
Acrylic Domes
UL Fusible Link
Curb Opening
{
SPECIFICATIONS
manufactured by Arct its tout be factory Inc. Each Marto sf all S se l m single or double
acrylic domes. Acrylic domes to conform to AAMA )601.( -1976 tar a dealpn food of
40 pal. Curb mounted units shall be tanned with 6093 -19 Extruded Aluminum with a
minimum wall It.icknesa of nit) inches. Deck mounted sea fly J
with factory netund S efii^a) shall ), equipped
shoe G onua Spr mounted eurb with 1 Insula0an (optton��al)), Operation
by n dat lotion Oar Spdnma Waal standout, avodrddn.
APPROVAL 518EET /12
ARCHITECTURAL SPECIALTIES INC.
P.O. DOX 22325 PORTLAND OR 97222
Pli. (503) 232 -2966 FAX (503) 232 -9028
PROJECT
_ ARCI•II'fECi
CQNTRACI 011
APPROVED BY b DRAWN BY D .ray
RECEIVED
),ITV OF ,iKv`F ary OF 8X09) A •
n, PPROVFD
7
I 221
PERMIT CENTER
r.l g oo
Oo
Qs,
7- kola
o
Q
co)
e-a
T �
V
f-4
trl
Z
`t J
bc'j -ono
W A M Era
I
I
I
I
�C
OFFICES /SHOWROOM
280' -0"
PLAN V I E WscALE: 1/16" =1' -0"
C
160 -0"
20` -0"
12' ---
END VIEW (DOUBLE ROW)
20' -0"
THIS DRAWING AND THE INFORMATION
CONTAINED HEREIN IS THE PROPERTY.
OF EEC�' BE USS EN
TORAGE SYSTEMSeINC. AND
SHALL CON NO7 ED OR DISCLOSED
WITHO THE EXPRESS WRITT.
MI EF;CUNESCO DRAWING
SUB;JDCT Tp'RETURN' DEMAN'I9t
44"
99"
500 LBS.
PER LEVEL
500 LBS.
PER LEVEL
500 LBS.
PER LEVEL
FRONT VIEW
ELEVATION VIEW SCALE_: 1/4' =1' -0"
CUSTOMER
SCALE.
20` -0"
NOTED
4/22/97
END VIEW (SINGLE ROW)
5' -0 " TYP,
LMT LOAD BEAM M ❑D# LBL35 -099
3 1/2" X 99' W/1 5/8" STEP
SKYWAY LUGGAGE - SEATTLE, WA.
APPROVALS
TITLE
`rk vnut
--44"
-I150 240 44 UPRIGHT FRAME
20' H X 44' D W /3" X 1 5/8" X 13 -GA,
COLUMN AND STANDARD POUT PLATE
ANDERSEN RACK SYSTEMS, INC.
� 2- 7,4D-cPl
iJ04, /461/4x h" ve
DisiraAce. '{'o GXI+ v►nal
tua-
viceaa Z0° fee+. (u'sC 1003.x)
� l
B G
s 'oy c
rand that the Plan Check approvals are.
and am.ssion5 and approval pt
Poe, urti authorize the violation of any
cteri ie o- ota •nance Receipt of con-
. col of approved plans aowledged:
•
gam
Permit IN Dq1 - 0l10
DATE. REVISION
�t ^ ....�.. N.C..
e C O u � I I IE S C O 1101 WILEY RD. 7745 1st AYE S. 4495 .JASRH ST.
SHAUM9URE. IL 60173 SEATTLE WA 98108 DENVER, CIt 80211
(708) 882 - 0207. 5206) 762 5969 - (303) 455'7080 0
STORAGE 8YBTEMS 11MG. FAX (708)862=0811 FAX (206)762 -6538 FAX (303)455 -7006
ITs.H.�cm:sar 2 c 21
s��_ �rv�r,:�c'UH4: Ef;envEEa
2B04 MAY - 91997
JOB NUMBER U�.E
DRAWN.
F, Palmer -
DRAWINC1iNp:
Env OF TURWF n
AP PRO
JUN -219
SEPARATE. " - MIT
REQUIRED FOR:
0 LEO ICAL
0 AL
0 PLUMBI G ;
O GAS PIi1NG
CITY Ott' KW ILA
BUiLDINE. IYISION
a