HomeMy WebLinkAboutPermit D04-135 - FIRST CHOICE SERVICES - STORAGE RACKSFIRST CHOICE
SERVICES
4471 SOUTH 134T"
PLACE
D04 -135
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Parcel No.: 2613200084
Address: 4471 S 134 PL TUKW
Suite No:
DEVELOPMENT PERMIT
Permit Number: D04 -135
Issue Date: 04/30/2004
Permit Expires On: 10/27/2004
Tenant:
Name: FIRST CHOICE SERVICES
Address: 4471 S 134 PL, TUKWILA WA
Owner:
Name: NORTH STREAM DEVELOPMENT
Address: 720 4TH AV STE 102, KIRKLAND WA
Contact Person:
Name: MIKE SORENSON
Address: 1100 SW 7 ST, RENTON, WA
Contractor:
Name: NORTH WEST HANDLING SYSTEMS INC
Address: 1100 S.W. 7TH STEET, RENTON, WA
Contractor License No: NORTHWH275JF
Phone:
Phone: 206 818 -4488
Phone: 206 255 -0500
Expiration Date:10 /09/2005
DESCRIPTION OF WORK:
INSTALLING NEW PALLET RACKING FOR STORAGE OF CONSUMABLE OFFICE PRODUCTS. SIX BAYS 12' TALL;
SEVENTEEN BAYS 16' TALL.
Value of Construction: $ $0.00 Fees Collected: $141.86
Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997
Type of Construction: Occupancy per UBC: 0025
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone: N
Hauling: N Start Time: End Time:
Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation: N
Moving Oversize Load: N Start Time: End Time:
Sanitary Side Sewer: N
Sewer Main Extension: N Private:
Storm Drainage: N
Street Use: N Profit: N
Water Main Extension:
Water Meter:
N
N
Private:
Public:
Non - Profit: N
Public:
doc: Devperm
D04 -135
Printed: 04 -30 -2004
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Permit Center Authorized Signature:.
Date:
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 provisions of any other state or local laws
regulating construction or the performance of work. I am authorized to sign and obtain this development permit.
Signature: Date: 1/71o4) L/
Print Name:
le
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.
doc: Devperm
D04 -135
Printed: 04 -30 -2004
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
15: 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)
16: Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 13)
17: 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
sprinklers at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila
Fire Prevention Bureau. (NFPA 13)
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18: Depending on the classification of the commodity being stored and the size of the storage area, smoke vents, small hose to
stations and curtain boards may be required by Table 81 -A of the Uniform Fire Code. Contact the Tukwila Fire Prevention ▪ w
Bureau for further information. z
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20: Nominal 6" transverse flue spaces between loads and at rack uprights shall be maintained in single row, double row and 0 -
multiple row racks. Random variations in the width of flue spaces or in their vertical alignment shall be permitted. w
(NFPA 231c 4 -3.1) 0
21: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed
description of intended use. v
0
19: Racks designed for high -piled storage must comply with section 2207 of the Uniform Building Code. Please contact the
Tukwila Building Department for details pertaining to design and installation standards.
22: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
23: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
I hereby certify that I have read these conditions and will comply with them as outlined. 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 work or local laws
regulating construction or the performance of work.
Signature: Date: 11 /..?0
Print Name: /P17(...
doc: Conditions
D04 -135 Printed: 04 -30 -2004
z
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Parcel No.: 2613200084
Address: 4471 S 134 PL TUKW
Suite No:
Tenant: FIRST CHOICE SERVICES
PERMIT CONDITIONS
Permit Number: D04 -135
Status: ISSUED
Applied Date: 04/21/2004
Issue Date: 04/30/2004
1: ** *BUILDING DEPARTMENT CONDITIONS * **
2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division.
3: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any
construction. These documents are to be maintained and available until final inspection approval is granted.
4: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997
Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition).
5: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be
construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any
other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this
code shall be valid.
6: ** *FIRE DEPARTMENT CONDITIONS * **
7: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following
concerns:
8: Maintain fire extinguisher coverage throughout.
9: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5)
10: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating
and /or adding sprinkler heads.
11: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions
and under overhangs greater than four feet wide. (NFPA 13- 4- 5.5.3.1)
12: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and
approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler
systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk
Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal
to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance
#1901)
13: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance
#1900 and #1901)
14: 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 13)
doc: Conditions
D04 -135
a..
Printed: 04 -30 -2004
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
Building Permit
Mechanical Permit
Public Works Permit No. .
For office use only
0.
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
Site Address: yZ 7 r / 31(6 L- -
Tenant Name: i r.S 1 Ono fee Sit-v;G -e. s
Property Owners Name:
Mailing Address:
King Co Assessor's Tax No.: c'2' / 2 '-'00#y
Suite Number: � Floor:
New Tenant: NO... Yes [] ..No
Name:`/( -� �G f O.►�J CJ ✓1
Mailing Address: /MO Gy '" S-
E-Mail Address: fl l5a P 2r 4i e0 /1 t-✓ k S .
City
State
Day Telephone: ■O g/8 c4/ E
GENERAL CONTRACTOR INFQRMATIQ
Company Name:
Y State Zip
Fax Number: 111/0-15- at9S O / ?'/
Mailing Address: // 2 ...574./ 7041- S2:
/let gre<4.5-6.1
E -Mail Address: !/YISO!'P.vl fur, M Fax Number: f mil, a a ‘9 V6
Contractor Registration Number: ,412, Ttfi/✓7-7/ "Expiration Date: fe.VD ��QS
* *An original or notarized copy of current Washington State Contractor License must be presented a the time of permit issuance **
Contact Person:
Ity/1 State Zip
Day Telephone: �6 8 %cf ce-
-ARCHITECT OF: RECORD :All plans must be Wet stamped.by Architect of Record ,
Company Name:
Mailing Address:
Contact Person:
2
E -Mail Address:
City
Day Telephone:
Fax Number:
State
Zip
ENGINEER OF RECORD. - All plans must be wet stamped by Engineer of Record
Company Name: I ( de 729s/ it a
Mailing Address: 3 7
Pe c eel
City State Zip
Day Telephone: 9.5-7
9t c
E -Mail Address: Fax Number: O e e of S 7 c)
Contact Person: G-
eLr-i7 ht
lapplicationskpermit application (1.2003)
1/2003
Page I
n;:+wrtn.r,.s'+o.l H: ^i ;'L:»�:;,rr.)v�+r,6: X5(1 r^c'm'rn.w.n�.tn W;a7,'rMFy.r,•hxr nstC�'.f�fl. ^r;t <,rr+t «�.�« <.m;.ri.n.+r Mztf; �ti; •; /Y- ,.,cj..s /a:!H tlatOtt, .sVO,( ,`c',itP? Vt
BUILDING PERMIT.;INFORMA ON = 206 = 43,1 -3670 •
Valuation of Project (contractor's bid price): $ ?G ' ' Existing Building Valuation: $
r66 'f
Scope of Work (please provide detailed information): .J SI 114, c2'7 AAA-Li
< e'rV� a-E n, (c/ car( rode ch 5bA4.
c// k Grgt off- , / sic e creel t//'t -f'
Will there be new rack storage? ®...Yes 0 .. No
1
If "yes ", sec Handout No.
for requirements.
Provide All Building Areas in Square Footage Below
Existing
Interior
Remodel
Addition to
Existing
Structure
New
Type of
Construction
per UBC
Type of
Occupancy per
UBC
'1$1 Floor •
• 2n0 Floor .
3r° Floor : •
Floors ` ' thru •
:Basement'.
:,Accessory Structure*
Attached: Garage
Detached Garage
Attached Carport
• Detached Carport
Covered Deck
Uncovered. Deck
7`/4'1
yoo
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact:
Handicap:
Will there be a change in use? 0...Yes l'Y.. No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
a.. Sprinklers ❑...Automatic Fire Alarm 0...None SE .. Other (specify) re. �'�%
li hwfoiti
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 .. Yes *...No ✓
If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets.
UTILITY DISTRICTS:
Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit
application.
W ter
City of Tukwila Water District 0.. Water District i125
Sewer
0... Highline Water District o... City of Renton Water District
.. City of Tukwila Sewer District 0.. Val Vue Sewer District ❑...City of Renton Sewer District ❑...City of Seattle Sewer District
❑ .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be
submitted at the time of permit application)
\appliations\permit application (1 -2003)
1/2003
Page 2
MECHANICAL CONTRACTOR INFORMATION
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
Contractor Registration Number:
* *An original or notarized copy of current Washington State Contractor nse must be presented at the time of permit issuance **
City
Day Telephone:
Fax Nu
ate
Zip
'ration Date:
Valuation of Project (contractor's bid price): $
Scope of Work (please provide detailed information)
Use: Residential: ew ....0 Replacement ....
Commerc' • . New .... 0 Replacement ....
Fuel Type: lectric 0 Gas ....E] Other:
ate type of mechanical work being installed and the quantity below:
Unit Type:
Qty
Unit Type:
Qty
Unit Type :.
Qty
Boiler /Compressor:
Qty
Furnace <100K BTU
Air Handling Unit
>= 10,000 CFM
Other Mechanical
Equipment
0 -3 HP /100,000 BTU
3 -15 HP/500,000 BTU
Furnace >100K BTU
Evaporator Cooler
Floor Furnace
Ventilation Fan
15 -30 HP/I,000,000 BTU
Suspended/Wall /Floor
Mounted Heater
Ventilation System
30 -50 HP /1,750,000 BTU
Appliance Vent
Hood
50+ HP /1,750,000 BTU
Heat/Refrig/Cooling
System
Incinerator - Domestic
Air Handling Unit
<= 10,000 CFM
Incinerator — Comm /Ind •
PERMIT :APPLICATION -NOTES = Applicable to all permits in this application.;
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.
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.
BUILDING OWNER OR AUTHO ZIZE a = T:
Signature:
Print Name:
Mailing Address: // _571/ 743 57,
Date Application Accepted:
Date:
Day Telephoner6 e g / ,6
77O
City state Zip
Date Application Expires:
la --2-/ -6y
Staff Initials:
\applications \permit application (1 -2003)
1/2003
Page 4
City of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
RECEIPT
Parcel No.: 2613200084 Permit Number: D04 -135
Address: 4471 S 134 PL TUKW Status: APPROVED
Suite No: Applied Date: 04/21/2004
Applicant: FIRST CHOICE SERVICES Issue Date:
Receipt No.: R04 -00515 Payment Amount: 87.75
Initials: SKS Payment Date: 04/30/2004 03:19 PM
User ID: 1165 Balance: $0.00
Payee: NORTHWEST HANDLING SYSTEMS
TRANSACTION LIST:
Type Method Description Amount
Payment Check 195604 87.75
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
BUILDING - NONRES
STATE BUILDING SURCHARGE
000/322.100 83.25
000/386.904 4.50
doc: Receipt
Total: 87.75
07332 05/04 1710 TOTAL.
87.75
Printed: 04 -30 -2004
City of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Z
RECEIPT
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Parcel No.: 2613200084 Permit Number: D04 -135 6 v
Address: 4471 S 134 PL TUKW Status: PENDING v 0
Suite No: Applied Date: 04/21/2004 co w
Applicant: FIRST CHOICE SERVICES Issue Date: -I H
U) LL.
w 0
2
Receipt No.: R04 -00471 Payment Amount: 54.11 u., Q
Initials: SKS Payment Date: 04/21/2004 11:23 AM i d w
User ID: 1165 Balance: $87.75 , Z H
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Type Method Description Amount F- 1
-0
Payment Cash 54.11 lj,i Z
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Payee:
MIKE SORENSON
TRANSACTION LIST:
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
PLAN CHECK - NONRES
000/345.830 54.11
Total: 54.11
..0i5O 04/22 9716 TOTAL 54".1.1
doc: Receipt
Punted: 04 -21 -2004
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION,,,
6300 Southcenter Blvd., #100, Tukwila, WA 98188
INSPECTION RECORD
Retain a copy with permit
Pr ct:
Type of Ins Von:
Address : , 7 i ) 31 n
Date Calle .
LI 4-t .
Spec al Instructior(:
Date Wanted: j
D p.m.
Requester:
Phone N0 - ID — Loci*,
RApproved per applicable codes.
COMMENTS:
Inspector:('
Corrections required prior to approval.
RPJ vvti4 C.nwt
0\4- \ V�G�
Date: s_ UGI
JJ $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:
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
INSPECTION RECORD
Retain a copy with permit
Pro a t: 1
Fr P51 C/(O( ..--
Typ of Inspection:
T,{t.,S' -- P //t'4 -L.
Address:
411/ 7 / 5 - /3Yii
Date ailed:
V'eACILS are thr'Or(f(4 -• ?Pr ! (�'l�fro it
Special Instructions:
Date Wanted:
r Vr 0
(a.m.,
p.m•
Requester:
1 -----._e(-6..( l Y \ rS`0fc�l %cam I,W 1v-P v
Phon o:
aApproved per applicable codes.
Corrections required prior to approval.
COMMENTS:
I . {
l.�OQ f t no i + � 1 ci o S -
U`V —,/ �-P 1 I ,
V'eACILS are thr'Or(f(4 -• ?Pr ! (�'l�fro it
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Inspector:(. )
4.4„...A
Date: )-' oi,
LJ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection.
Receipt No.:
Date:
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City of Tukwila
Fire Department 9'
TUKWILA FIRE DEPARTMENT
.FINAL APPROVAL FORM
...project.Name (../-Le.);116-
Address e / e„. 77 /
Needs shift inspection
Steven M Mullet, Mayor
Thomas 1? Keefe, Fire Chief
Permit No.
Suite #
Approved without correction notice
Approved with correction notice issued
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre-Fire:
Permits:
Authorized Signature
FINALAPP.FRM
(..r- t /-4„," /91A/
Rev. 2/19/98
Date
T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439
...........v.aktztteer‘fX4147443
1
by G. OHANIAN
DATE 4 -17 -04
SUBJECT.
RtiJK DESIGN & ENGINEERII\ CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
SHEET NO 1
JOB NO. RD -8724
1
FILE COPY
STRUCTURAL CALCULATIONS OF
STORAGE RACKS FOR:
FIRST CHOICE SERVICES
4471 134th PLACE
TUKWILA, WA. 98168
PER CBC 1997 EDITION
STORAGE RACKS CAPACITY:
4000 # / LEVEL RACK "A"
2500 # / LEVEL RACK "B"
CALCS. 1 THRU 5
DRAWINGS: RD 8724
EXPIRES 12 -26 -05
nIryR�FTtm,vilq
APp9
`. .7 Zoo
PERM!T CENTER
• By G. OHANIAN
DATE 4-17-04
SUBJECT.
Rh 1K DESIGN & ENGINEERII. CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
SHEET NO.. 2
JOB NO. RD -8724
O
10
\ \
144"
1
1.8689
4000 # /LEVEL
as
■
1U75
RACK A
106"
L8485
i
RACK B
4
4
4
f
44"
1
44"
1
44" � � 44"
4, ... •,,
4.
ay. G. OHANIAN
DATE 4 -17 -04
SUBJECT.
RAL,At DESIGN Sc ENGINEERING. CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
SHEET NO. 3
JOB NO.. RD -8724
485 BEAM
2500 # /LEVEL +25% IMPACT LOAD
1500 # /BEAM
689 BEAM
4000 # /LEVEL +25% IMPACT LOAD
2300 # /BEAM
UBC 1997 SEC. 2222
Ix =2.1
Sx =.9
Fy =50 KSI.
Ix =4.9
Sx =1.6
Fy =50 KSI.
SEISMIC DESIGN
V= 2 5xCaxl x W
Rx1 •4 WORKING
1 =1 STRESS
R =5.6 LONGIT. DIR. (MOM. CONN.)
R =4.4 TRANSV. DIR. (BRACED)
Ca =.36
W= D.L. +L.L.
W= D.L. +L.L. /2 WHEN MORE THAN 4 COL.
LOAD PER COLUMN
p= 3x4 K_6 K RACK A
2 col
W =.1 D.i 6/2 LL . 3.1 K
V = 2.5x.36x3.1 — .35 K
LoNCa. 5.6x 1.4 o
M_ 106 "x1.5K_ 20-K
8
wK
S R= 20 _ .7 <.9
A = 5xWxL3 = .4" < 106 = .58"
384xIx xE 180
M= 144 "x2.3 K= 42-K
8
S R= 30wK
= 1.4< 1.6
A = _ 5xWxL3 = .6" <144 = .8"
384xIx xE 180
LONGIT, SEISMIC
0
w
0
to
V = 2.5x.36x6.1 _ .9 K
TRANS. 4.4x1.4
p= 2x2.5K-2.5 K RACK B
2 col
W =.1 D.L 2.5/2 = 1.4 K
V = 2.5x.36x1.4— .16 K
°M IT' 5.6x1 .4
V = 2.5x.36x2.6 _ .4 K
TRANS. 4.4x1.4
McoI= .16x70 " =1 1"K
17 K
K
6
07 K gK 1 1'K
.35K
OHANIAN
DATE 4 -17 -04
SUBJECT.
RA A., DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
SHEET NO. 4
JOB NO RD -8724
COLUMN ANALYSIS
LU75
Fy =50 KSI
A =.8
Sx =.8
rx =1.2
ry =1
Ki _ 60 = 50
rx 1.2
KI _ 54 =54
ry
P ° — Pn - 18 K
1.92
Max =Sx•Fb = 24 "K
COMBINED STRESS RATIO
P + M 18 + 24 = 1<1.33
Pa ax
BASE PLATE
ANCH. TENSION = (11 -3.1 Kx3 ")/6 " =.3 K
ANCHOR SHEAR = •9 = .5 K
2
(2)-1/2"01 WEDGE TYPE ANCHORS
HILTI KWIK II ICBO #4627 (NO INSPECTION REQ'D)
DESIGNED FOR 1/2 STRESS
M
5/8;
- • -x
LU25
Fy =50 KSI
A =.5
Sx =.S
rx =1.1
ry =.8
KI_ 72 —65
rx 1.1
KI _ 54 =60
ry .9
P ° =11-12 Pn 2 =13K
Max =Sx.Fb =15 "K
P +
Max— + 15 .9<1 .33
ax
6
K
5 "x7 3/4 "x3/8"
BASE PLATE
RACK COLUMNS DESIGNED SUCH THAT IF THE FRONT COL.
IS DAMAGED THE REAR COL. HAS EXTRA CAPACITY TO SUPPORT
THE FULL LOAD OF THAT BAY (UBC 2222 -5)
MOMENT AT BEAM CONNECTION
M 17 +15 _ 16 "K
,= 2
7/16110 RIVET A =.1
Va = .1x79x.4 = 3 K
F y = 79 KSI
7 /16"r RIVET
ASTM A354 -79
2 PIN CONNECTOR
Ma = 3 K 4 , , 1 3 3 = 16 "K
CONN.
by, . OHANIAN
DATE 4 -17 -04
SUBJECT
RAGA DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957 -2980 FAX:(818)957 -8603
SHEET NO. 5
JOB NO RD -8724
TRANSVERSE SEISMIC
(OVERTURNING RACK A)
MOT — .9 Kx2 x 180 "x.5x 1.15 =186 "K
COL.
MR = 6.1 Kx44" =268"K
(OVERTURNING RACK B)
M =.4 Kx2 x144 "x.5x1.15 =66 "K
OT COL.
MR = 2.6Kx44" =114"K
LOAD TO DIAGONAL
P =.9 Kx2 x 56 = 2.4K
coL. 42
Fy =50KSI
A =.31
rx =.48
Q =.74
L= 56"
CHECK WELDS
Fa= 11.2KSI
Pa= 3.5K
TOP LEVEL LOADED ONLY
MOT = .6 Kx 180 " = 108"K
MR = 2.1 K x44'_ 92"K
1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL)
3x.125x.7O7x70x.3= 5.7 K
CHECK SLAB
6000
5" CONCRETE SLAB
2000 PSI. CONC.
1000 PSF. SOIL
= .4Kx144 "= 58 "K
MOT
MR = 1.5Kx44' =66-K
UPLIFT =.4 K
NO UPLIFT
BOTH SIDES TYP.
7
t =.07-
SEC. A -A
SEC. B -B
6000 = 6 ° 6x144 =864 °"
1000
V 864 =29"
M= (12 ) 2x 1000x 2 x12 = 204214
5= 12x52 =50
6
2042 = 41 < 1.6 x/2000 =72 .
50
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D04 -135
PROJECT NAME: FIRST CHOICE SERVICES
SITE ADDRESS: 4471 SOUTH 134TH PLACE
DATE: 04 -21 -04
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # afteribefore permit is issued
DEPARTMENTS:
Building Division E]
Public Works ❑
5 itg 44 Prevention
Structural ❑
Planning Division
Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Incomplete
0
DUE DATE: 04 -22 -04
Not Applicable ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROUTING:
Please Route Qf Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 05 -20 -04
Approved ❑ Approved with Conditions Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routing sllp.doc
2 -28.02
PERMIT COORD COPY
F625-052-000 (5.971
V--G _5
DEPARTMENT OF LABOR AND INDUSTRIES
REGISTERED AS PROVIDED BY LAW AS
CONST CONT GENERAL
;. REGI ST . ## EXP ..DATE
CC01 NORTHWH275JF 10/09/2005
EFFECTIVE DATE 04/06/1973
NORTH WEST HANDLING SYS INC
1100 SW 7TH ST
RENTON WA 98055 -2939
Detach And Display Certificate
REGISTERED AS PROVIDED BY LAW AS
CONST CONT GENERAL
REGIST. # EXP. DATE
CCO1 NORTHWH275JF 10/09/2005
EFFECTIVE DATE 04/06/1973
NORTH WEST HANDLING SYS INC
1100 SW 7TH ST
RENTON WA 98055 -2939
Signature
Issued by DEPARTMENT OF LABOR AND INDUSTRIES
Please Remove
And Sign
Identification
Card Before
Placing In
Billfold
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SEPARATE PERMIT
REQUIRED FOR:
O MECHANICAL
"ELECTRICAL
O PLUMBING
O GAS PIPING
CITY OF TUKWILA
BUILDING DIVISION
Selegt5141
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FILE COPY
I understand that the Plan Check approvals are
subject to errors and omissions and a prooval of
plans does not authorize the violation any
adopted code or ordinance. Receipt c acknowledged.
tractor's copy of approved plans
BY
D y��
Permit ate No.
PI/ 'LI El t.T.
RFCiF
414.1941/ CliCtr?
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SHEET DESCRIPTION PROJECT TITLE
0 R
�D '
RACK LAYOUT CHOICE FIRST
• .
4..L.,),
,0� ANCHORAGE 1 NORTHWEST Z SERVICES . PORTLAND
I ; '' SPOKANE z
H tJ D l f it f m
m SCALE AS SHOWN REVISIONS NOT PUBLISHED. ALL RIGHTS RESERVED. THESE DRAWINGS, SPECIFICATI• S. IDEAS, DESIGNS. AND ARRANGEMENTS 100 SW 7TH STREET EUGENE
MMINAh rn
THEREBY ARE AND SHALL REMAIN THE PROPERTY OF NWHS. NO PART THEREOF SHALL BE REPRODUCED, COPIED, YA K f M A cr
DATE 4/19/04 ADAPTED. DISCLOSED OR DISTRIBUTED TO OTHERS. SOLD PUBUSHED OR OTHERWISE USED WITHOUT THE PRIOR RENTON WA 98055
DRAWN BY KEITH WERNER WRITTEN CONSENT OF NORTHWEST HANDLING SYSTEMS. (425) 255-0500
DRAWING NUMBER
..r wn �Y gas•. �- , i:4+j�.. ✓✓w-+
90TH SIDES TYP.
t' /2
t =.or
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o�
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131
BRACE TO COLUMN CONN.
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4
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1/8 V
6"
7 3/4"
1
(2) -1/2 ". ANCHOR BOLTS PER BASE PLATE
3 1/2" EMB., (SEE NOTE NO. 4)
BASE PLATE RACK "
144"
4000 if/LEVEL
1
•
TH'K =3/ 3"
FY =36 KSI.
(ASTM A -36)
0
11
0
7/16 "4 RIVET
ASTM A354-79
2 * Co
BEAM CONNECTION
TH'K= 3/16 " -
-rte/` ---
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t
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(1) -1/2 "0 ANCHOR PER BASE PLATE
3 1/2" EMB., (SEE NOTE NO. 4)
BASE PLATE RACK
44"
TH'K =1 /8"
FY =36 KSI.
(ASTM A -36)
3"
LU75
1-
- 1 5/8"
Atg
LU25
—
d1
1 3/4"
2 3/4"
LB485
s
W
1 3/4"
2 3/4"
L6689
•
COLUMN SECTION
BEAM SECTION
•
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GENERAL CONFIGURATION
440
ROW SPACER
.1- DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS
AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS
OF THE UBC 1997 EDITION
2 -STEEL FOR ALL SHAPES FY =50 KSI. ASTM A570 -85 GR.50 (EXCEPT AS NOTED)
3 -ALL WELDED CONSTRUCTION IN A SHOP OF AN APPROVED FABRICATOR
(E70Xx ELECTRODES)
4 -ALL ANCHORS HILTI KWIK -II IC80 #4627, OR RAMSET TRUBOLT WEDGE TYPE
PCBO #1372, (NO SPECIAL INSPECTION REQUIRED)
5- CONCRETE SLAB 5" THICK 2000 PSI. SOIL BEARING CAPACITY 1000 PSF
6- STORAGE RACK CAPACITY 4000 # /LEVEL RACK "A" 2500 # /LEVEL RACK "8"
7 -ALL RACK INSTALLATIONS 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 SHOWN ON ELEVATIONS
8- STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE
VERTICAL OF 1/2" IN 10' -0" OF HEIGHT
9 -THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES
BETWEEN THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR.
10 -RACK COLUMNS DESIGNED SUCH THAT W THE FRONT COLUMN IS DAMAGED
THE REAR COLUMN HAS EXTRA CAPACITY TO SUPPORT THE LOAD, (SEC. 2222 -5)
2500 II/LEVEL
RACK "A"
vt
SIDE VIEW
,
•• • } .. . .R ', • .. r... . ..• .' .. • j ', .� ' .�..•
.)ablimates.ki _ti a .iris,*.t..eari. .' 3 •ia•e.....;:..
RACK "B"
•
SIDE VIEW
DATE
REVISION
CIS EOON AND NINEERDNO
an us oiweoI.. AVE ..s. oUINs.L. CA. 91110111
AVE: 4-17-44
ROJECT.
`DRAWN BY. A.KN.
FIRST CHOICE SERVICES
4471 134th MACETUKWILA, WA. 98168
8 NO.
RD -8724
STORAGE RACK DETAILS
rSHEET No.
rt