HomeMy WebLinkAboutPermit D14-0041 - SANSACO FURNITURE - STORAGE RACKSSANSACO FURNITURE
5920 S 180 ST
D14-0041
Citv of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.gov
DEVELOPMENT PERMIT
Parcel No: 3523049105 Permit Number: D14-0041
Address: 5920 S 180 ST Issue Date: 4/8/2014
Permit Expires On: 10/5/2014
Project Name: SANSACO FURNITURE
Owner:
Name: BOEING OREGON MASABI TRUST
Address: 1325 4TH AVE SUITE 1940 , SEATTLE,
WA, 98101
Contact Person:
Name: MIKE SORENSON Phone: (206) 818-4488
Address: 1100 SW 7 ST, RENTON, WA, 98057
Contractor:
Name: NORTH WEST HANDLING SYSTEMS IN Phone: (206) 255-0500
Address: 1100 S.W. 7TH STEET, RENTON, WA,
98055
License No: NORTHWH275JF Expiration Date: 10/9/2015
Lender:
Name: SANSACO - SELF FUNDED
Address:
,,,
DESCRIPTION OF WORK:
ANCHOR CUSTOMER EXISTING RACKING.
Project Valuation: $3,000.00
Type of Fire Protection: Sprinklers: YES
Fire Alarm: YES
Fees Collected: $257.98
Type of Construction: Occupancy per IBC:
Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA
Sewer District: TUKWILA SEWER SERVICE
Current Codes adopted by the City of Tukwila:
Internations Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
2012 International Fuel Gas Code:
2012 WA Cities Electrical Code:
2012 WA State Energy Code:
2012
2012
2012
2012
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Volumes: Cut: 0 Fill: 0
Number: 0
No
t I
Permit Center Authorized Signature: 11 D A I .
I hearby certify that I have read and e
provisions of law and ordinances gover
Date:
this permit and know the same to be true and correct. All
s 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 and agree to the conditions attached to this permit.
Signature:
Print Name: SR'Ut: V S1-1s11
Date:
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or
if the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***BUILDING PERMIT CONDITIONS***
2: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
3: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
4: When special inspection is required, either the owner or the registered design professional in responsible
charge, shall employ a special inspection agency and notify the Building Official of the appointment prior
to the first building inspection. The special inspector shall furnish inspection reports to the Building
Official in a timely manner.
5: A final report documenting required special inspections and correction of any discrepancies noted in the
inspections shall be submitted to the Building Official. The final inspection report shall be prepared by
the approved special inspection agency and shall be submitted to the Building Official prior to and as a
condition of final inspection approval.
6: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
8: VALIDITY OF PERMIT: The issuance or granting of a permit 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 ordinances of the
City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or
other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction
documents and other data shall not prevent the Building Official from requiring the correction of errors in
the construction documents and other data.
16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable
with the following concerns:
12: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards
is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All
Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC
906.3) (NFPA 10, 3-2.1)
9: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied.
Hangers or brackets shall be securely anchored to the mounting surface in accordance with the
manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding
40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor.
Hand-held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed
so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and
the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7
and IFC 906.9)
10: Extinguishers shall be located in conspicuous locations where they will be readily accessible and
immediately available for use. These locations shall be along normal paths of travel, unless the fire code
official determines that the hazard posed indicates the need for placement away from normal paths of
travel. (IFC 906.5)
11: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely
attached that indicates the month and year that the inspection was performed and shall identify the
company or person performing the service. Every six years stored pressure extinguishers shall be emptied
and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of
the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire
extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4-4)
13: Maintain fire extinguisher coverage throughout.
15: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may
require relocation and/or addition of audible/visual notification devices. (City Ordinance #2328)
14: All new fire alarm systems or modifications to existing systems shall have the written approval of The
Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been
obtained. (City Ordinance #2328) (IFC 104.2)
23: Per the email from Steve Sandstedt dated April 2, 2014, the maximum storage height allowed will be 16
ft.
17: Clearance between ignition sources, such as light fixtures, heaters and flame -producing devices, and
combustible materials shall be maintained in an approved manner. (IFC 305.1)
18: 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 13)
19: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a
minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.2.1)
20: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue
spaces shall be maintained.
21: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not
imply approval of such condition or violation.
22: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire
Prevention Bureau at (206)575-4407.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No.
Project No.
Date Application Accepted: 0 b
Date Application Expires:
(For office use only)
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan rev.ew.
Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION
King Co Assessor's Tax No.:
Site Address: `,Z49 '-5 - t gO�C!.
Tenant Name: S G 11 SG Co -f�ur-r►l ;fu rs-
PROPERTY OWNER,A
Name:
S ]�
�-7^�
�Q2.1/L� V r0�tin jSc4i' I (�(.r
Address: i 3,2.s y +1j 1"twit. Ak pro
City: - - l „ State: w A ZipCjg(O /
CONTACT PERSON - person receiving all project
communication
Name: Auk,. 5-0 C-P ✓1S c.,h
Address:, (o e c w 7 S24
City: p t1 ° /1 State:(* Zipl�g0S7
Phone: L,. `� iFax:,J
?aS_ tJ 7 Ye
/
Email: Ai a'o ret i s on C YI Gv r1 S. (6,-.1
GENERAL CONTRACTOR INFORMATION
Company Namtor1We S/ rTu�'d//7 cr she, r
Address:/00 St✓w 70 SL-.
City: evke.) State:L Zip:p j _7
Phone: 1.0 ate" Fax:l iipd_a_k_ `Il1/6
Contr Reg N ¢ t /j_ �7 F�Exp Dattee v /940(s
Tukwila Business License No.TU s _ 079 3 o 17
5
Suite Number: /
New Tenant:
Floor:
❑ Yes [-No
CHITECT OF RECORD
Co ny Name:
Architect e:
Address:
City:
State:
Zip:
Phone:
Fax:
ail:
ENGINEER OF RECORD 1
Company Name/Ro '7Si l,,aer; Co.
Engineer Name: 6-
4 CS 7 2A 4 i
Address: IMP.w� ' 'r t. ga y
City: 6_�� _ / (�� State Zilq/do y
(i
Phone: g�g=_d�� #0.38o Fax ag ?-Yc.) 3 03
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
Sa.l f4 C 0
Address:
\ T
City:
State:
Zip:
H:\Applications\Porms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
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Page 1 of 4
BUILDING PERMIT INFORMATION — 206-431-3670
Valuation of Project (contractor's bid price): $ 49 O Existing Building Valuation: $
Describe the scope of work(pleaseprovide detailed information): n di or— C t,t S /.owt.�2 S .a2- 6(S//ny.
Sie. q �'CG./,&LI rno�f �i , GQore...14 "74 j,64
t' 4e/ . u ff, /-e,n e•17L ,7z1('
' rec., 6.4-I�o.�St (Ue 710.7.0 CO41r�tod('4 i✓n') 414�o�`/✓
Will there be new rack storage? LYes ❑.. No If yes, a separate permit and plan submittal will be required.
uare Footage]
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
la Floor
2'Floor
r
°
3rd Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
6
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 of 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? ❑ Yes ', " No If "yes", explain:
FIRE PROJ.ECTION/HAZARDOUS MATERIALS:
�C,J/ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ . Yes �o
If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
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Page 2 of 4
PERMIT APPLICATION NOTES —
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 grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
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 AJJ.FUOID AGENT:
Signature:
Print Name:
Mailing Address: %l00 5-vif 7 SY-
Day Telephone:
City
Date: /7/ //
W4- o s 7
State Zip
H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
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Page 4 of 4
Cash Register Receipt
City of Tukwila
DESCRIPTIONS
r a
` RAK
Permit
ACCOUNT
FN _
tl E F ', K" �
QUANTITY
� ,M } �6� �j'� �1t
y (a
PAID
■/��
dtess: Apn:35 �LbS g,I $161.06
DEVELOPMENT $153.60
PERMIT FEE
R000.322.100.00.00
$149.10
WASHINGTON STATE SURCHARGE
B640.237.114
$4.50
TECHNOLOGY FEE $7.46
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R1737
R000.322.900.04.00 $7.46
$161.06
Date Paid: Tuesday, April 08, 2014
Paid By: SANSACO HOME FURNISHINGS
Pay Method: CHECK 17613
Printed: Tuesday, April 08, 2014 12:36 PM 1 of 1
- SYSTEMS
Cash Register Receipt
City of Tukwila
DESCRIPTIONS
tTl
ACCOUNT
QUANTITY
PAID
Di
0
0S17
n: 3523049105
92
DEVELOPMENT
PLAN CHECK FEE
TOTAL FEES PAID BY RECEIPT: R903
R000.345.830.00.00
$96.92
$96.92
Date Paid: Friday, January 24, 2014
Paid By: MICHAEL J SORENSON
Pay Method: CREDIT CARD 000513
Printed: Friday, January 24, 2014 10:05 AM 1 of 1
CRWSYSTEMS
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING
6300 Southcenter Blvd., #100, Tukwila. WA 98188
Permit Inspection Request Line (206) 431-2451
PERMIT NO.
DIVISION
(206) 431-367
-l'ro
AA/ 5/ C.Q
5 °L"0
Special instructions:
SD 1
(t3Approved per applicable codes.
Type of�lr / 11%if
_mate Called:
Date W,nted•
2
Reques
PI:Mr3 75
o8//
aCorrections required prior to approval.
COMMENTS:
rn�r4 Qef4)
.
SPECTION FEE REGUIR D. Prior to xt inspection, fee must be
at 6300 Southcenter lily • .. Suite 100, It to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
N. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3610
Permit Inspection Request Line (206) 431-2451
Project:
S
Add
5
Special Instructions:
COMMENTS:
'80ST
Type of j pection:
i—� NAL.
Date Called:
Date Wanted:
14—
RequestAAerr�:
Phone No 606163 144 e)
v<SZA Iv% Iv °9?'i)fijelf
K a
Da
c,„
El SPECTION FEE RE IRE�r to next inspection. fee 'must be
ai . at 6300 Soouthcenter tvd.. Suite 100._ Catt to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NUMBER
PERMIT NUMBERS
CITY OF TUKVVILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project,,
Type of Inspectkon:
Contact Person:
Ad ress: 5c120 S, (gc).--k--;
Suite #:
Special Instructions:
Phone No.:
Approved per applicable codes.
COMMENTS:
�z
riCorrections required prior to approval.
Needs Shift Inspection: e_ s
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
-•-•-vv\_51
Date: 41
/9(
(1.
Hrs.:
\ is
[-I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department Call to schedule a reinspection.
Billing Address
Attn:
Address:
Company Name:
City:
State:
Zip:
Word/Inspection Record Form.Doc '6/11/10
T.F.D. Form F.P. 113
Client: NorthWest Handling Systems, Inc.
1100 SW 7th St.
Renton, WA 98055-2939
Contact: Tony Johnson
Field Report
Report #: 058639
Project Number: 14-261
Permit#: D14-0041
Project Name: Sansaco Furniture
Address: 5920 S. 180th St.
Inspection Performed: Proprietary Anchors
Date: 4/14/2014
Time:
Temperature:
On site for the following:
1) Verified 40 ft/lbs. torque for Hilti KB-TZ, 1/2" diameter anchors at newly installed racks. All work
per detail and manufacturer's specifications.
Distribution:
El Distribute Client ❑ D• istribute Contractor
❑ Distribute Engineer ❑ Distribute Owner
E Distribute Municipality ❑ Distribute Other
❑ Distribute Architect ri D• istribute Other
Inspector: Blisserd, Jonathan (JD)
Reviewed by: Michele Guerrini
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden
4 °'
t
e Material Handling Experts
Pi-
1100 SW 7th St
Renton, WA 98055
(425) 255-0500 ph
(425) 228-6946 fax
ATTN: BUILDING DEPARTMENT AND FIRE DEPARTMENT
RACK INFORMATION SUPPLEMENT
SITE ADDRESS: 5920 S. 180`h St.
TENANT NAME:
DATE:
APPLICANT:
Sansaco Furniture
January 20, 2014
Mike Sorenson / (206) 818-4488
1. Load application and rack configuration drawings attached.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
APR 0 4 2014
City of Tukwila
BUILDING DIVISION
2. Attached plans and engineering detail the rack locations, dimensions, and specifications.
3. Stamped engineering calculations attached.
4. Inspections will be scheduled as instructed.
5. Vertical members of storage racks are designed and installed so that failure of one vertical
member will not cause collapse of more than the bay or bays directly supported by that
member.
6. Commodities stored in racks: Household furniture. Couches, chairs, bedroom sets.
Primarily constructed of wood, cloth, and steel. Items typically stored directly on racks.
7. Sprinkler System Information: Wet system: 140 psi static pressure. 130 psi residual
pressure.
RECEIVED
CITY OF TUKWILA
JAN 2 4 2014
PERMIT CENTER
8. Building exits indicated on attached drawings.
t*4- ooLll
BY G. OHANIAN
DATE.1-17-14
SUBJECT
RAdK DEO1dN & ENdINEERINd do.
412 WET BROADWAY, QUITE #204
dLENDALE, GSA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO. 1
JOB NO.. RD-17156
r-.
STRUCTURAL CALCULATIONS OF STORAGE
RACKS FOR:
SANSACO FURNITURE
5920 SOUTH 180th STREET
TUKWILA, WA 98188
PER IBC 2012 EDITION
SECTION 2209
STORAGE RACKS CAPACITY:
4000 # / LEVEL AT TYPE "A"
3000 # / LEVEL AT TYPE "B"
2000 # / LEVEL AT TYPE "C"
CALCS. 1 THRU 8
DRAWINGS: RD-17156
EXPIRES 12-26-15
REVIEWED FOR
CODE COMPLIANCE
APPROVED
APR 0 4 2014
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
JAN 2 4 2014
PERMIT CENTER
tk-oc�4l
BY G. OHANIAN
DATE .1-17-14
SUBJECT
RACK DEOI(N & ENOINEERIN(4 CO.
412 WEBT BROADWAY, QUITE #204
dLENDALE, CdA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO. 2
JOB NO.. RD-17156
N
n
BEAM
0
0
96"
t
1
4000 #/ LEVEL
TYPE "A"
SEISMIC DESIGN
_ S2,5 1
V— Rx 1.4 xW
Ix=1.69
Sx =.79
FY= 55 KSI.
48"
44"
36"
SIDE VIEW
LOAD PER BEAM + 25% IMPACT LOAD
(4.0 Kx.88)+(2.0 Kx.25) = 4_0 = 2.0 K
2 BEAMS
M= 82 =24"K
SR= .73<.79
A 384.WL4 =.46"<180 =.53"
x E
IBC 2012 (SEC. 2209), RMI SPECS.
ASCE 7-10
S DS =0.95 (USGS WEB SITE, "SITE CLASS D")
1=1 NO PUBLIC ACCESS
R=6 MOM. CONN.
R=4 BRACED
W=D.L.+ 3 PALLET LOAD
LOAD PER COL — 2x4.0 K =4.0
2 COL.
P=.2DL+ (4.0KXO.75)=3.2K
W=.20C+ (4.OPLX0.67)= 2.9 K
K
L ONGIT. •33
V = .49K
TRANS.
LONGIT. SEISMIC
22K 7 6"K
1 1.4"K
11.4"K
.33K
BY G. OHANIAN RACK DEOI(1N Sc ENdINEERINGt do.
DATE.1-17-14
SUBJECT
412 WET BROADWAY, �1UITE #204
LENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO. 3
JOB NO.. RD-17156
COLUMN ANALYSIS
x-
3"
--x
t=.o9o" p
FY= 55 KSI
Ae=.78
Ix=1.19
Se=.8
rx=1.2
ry=1.1
COMBINED STRESS RATIO
Pex= (K")2 =23.0 Qc=1.8
f2cP =f2b=1.67
ax=1- Pex .75
Cmx=.85
BASE PLATE
ANCH. TENSION = .30 K
ANCHOR SHEAR = .16 K
KL=72x1.7 -102
rx 1.2
KL= =47
Y •
Mn=Se.Fy= 44
C2c.P + C2b.Cmx.M = 79<1
P„ Mn.ax
(2)-1 /2"0 ANCHORS PER BASE PL., 3 1 /4" EMB.
HILT! KWIK BOLT-TZ ESR-1917
SPECIAL INSPECTION IS REQUIRED
MOMENT AT BEAM CONNECTION
3.2K 11.4"
1 1 / BASE PLATE
I 01
.5x.09x1 x65=2.9 K BEARING CAPACITY
OF COL. HOLE 7.6 K
7/16"0 RIVET
A= .1 Fy=79KSI
Pa = .1 x79x.4 = 3 K
Ma = (2.9 Kx4")+(1.5 Kx2") = 14.6 "K 3 PIN CONN.
CONN.
MEND = .01 xw1 2= 1.9 "K
5
M-_ 9."K M- 11.4"K
SEISMIC TOTAL
9.5 -K
11.4"K
9.5"K
Fe=(KL)2=28
rx
2
F n=F y(.658 A c )=24 KSI
Pn= Fn .Ae = 19.0 K
Xc= 'Fy/Fe = 1.40
Ac<1.5
7 3/4"x5"x3/8"
i
6"
7 3/4"
BY G. OHANIAN
DATE.1-17-14
SUBJECT
RAdK DENIGIN & ENC INEERIN( do.
412 WEJT BROADWAY, QUITE #204
GLENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO 4
JOB NO. RD-17156
OVERTURNING
MOT =.49 Kx2 x 170"x0.66 =1 10 "K
COL.
MR = 3.2Kx36"= 115"K
NO UPLIFT
LOAD TO DIAGONAL
P = .49 Kx2 cOxxL = 1.2 K
FY =5555 KSI
A=.29
rx =.46
L= 60"
P° = 2.4 K
CHECK WELDS
pn= (1_.01L)L.t.F„ =5.36K
�= 2.55
-=2.1Kx2 =4.2K
SIDES
CHECK SLAB
3200 — 3 2 a'
1000 •
J 460=21"
.49 K
3.2x 144=460 °"
M= (5 2 ) x 1000x 2 x 12=1260"#
s= 12x62 = 72
6
1260 = 18 < 1.6 -N/ 2500 =80
72
3 2 K 3.2 K
lI 11
x7'
4/ `I
N
.49 K
36"
44"
48"
TOP LEVEL LOADING
a.
W= 0.20L+2.OLL=2.2 K LOAD PER COL.
BOTH SIDES TYP
V= .37 K
MOT = .37 Kx2 x 144" = 108"K
COL.
M R = 2.2 Kx36" = 80"K
UPLIFT = 108- 0 —.79K
3200#
6" CONCRETE SLAB
2500 PSI. CONC.
1000 PSF. SOIL
BY G. OHANIAN
DATE.1-17-14
SUBJECT
RAdK DEOI(N & ENdINEERINd do.
412 WET BROADWAY, QUITE #204
LENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO 5
JOB NO.. RD-17156
N
n
BEAM
0
120"
t
3000 #/ LEVEL
TYPE "B"
Ix=1.69
Sx =.79
Fy =55 KSI.
48"
44"
36"
SIDE VIEW
LOAD PER BEAM + 25% IMPACT LOAD
(3.0 Kx.88)+(1.5 Kx.25) = 3.0 = 1.5K
2 BEAMS
M= 82 =23"K
S R= .69<.79
A 384.1,E 4 =.66"< 180 =.67"
x E
LOAD PER COL. = 2x3.0 K —3.0 K
2 col_
P=•2DL+ (3.0Kx0.75)=2.4K
W=.2DL+ (3.0kx0.67)= 2.2 K
K
LONGIT. '25
V = .37K
TRANS.
COLUMN ANALYSIS
3"
x-
I
11
t=.090"
Fy =55 KSI
Ae=.78
Ix=1.19
Se=.B
rx =1.2
ry=1.1
COMBINED STRESS RATIO
Pex= ( 2 =23.0 f2c=1 .8
f2cP — 0b=1.67
ax=1 Pex — •81
Cmx=.85
LONGIT. SEISMIC
KL=72x1.7 —102
rx 1.2
K L = �5-2-f = 47
Y•
M„=Se.Fy =44
C2c.P +, Qb.Cmx.M = 58<1
Pn M1,•ax
.25 K
Fe=(KL2=28
rx/
2
F n=F y(.658 c )=24 KSI
Pn= Fn .Ae = 19.0 K
8.7 "K
Xc=V'Fy/Fe = 1.40
Xc<1.5
BY G. OHANIAN
DATE .1-17-14
SUBJECT
RAdK DEOIC#N SeENdINEERIN( do.
412 WET BROADWAY, QUITE #204
LENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO. 6
JOB NO.. RD-17156
BASE PLATE
ANCH. TENSION = .23 K
ANCHOR SHEAR = .12 K
(2)-1 /2"0 ANCHORS PER BASE PL., 3 1/4" EMB.
HILTI KWIK BOLT—TZ ESR-1917
SPECIAL INSPECTION IS REQUIRED
MOMENT AT BEAM CONNECTION
2.4K 8.7.:/)
1O 01
BASE PLATE
1
.5x.09x1 x65=2.9 K BEARING CAPACITY
OF COL. HOLE 5.8'K
7/16"0 RIVET
A = .1 Fy = 79 KSI
Pa=.1x79x.4= 3K
Ma = (2.9 Kx4")+(1.5 Kx2") = 14.6 "K 3 PIN CONN.
CONN.
MEND=.01xwI2= 1.8'K
M 7.3"K M 9.1"K
SEISMIC TOTAL
OVERTURNING
MOT =.37 Kx2 x 170"x0.66 = 84"K
COL.
MR = 2.4Kx36"= 88"K
NO UPLIFT
.37 K
2.4 K 2 4 K
II.,'
x
in
.37K
0
36"
44"
48"
7.3-K 1��— 7.3'K
8.7 "K
7 3/4"x5"x3/8"
I l 6" I
7 3/4"
TOP LEVEL LOADING
W= 0.2DL+1.5LL=1.7K LOAD PER COL.
V= .29 K
MOT =.29Kx2 x144"=83"K
COL.
MR = 1.7Kx36"=61"K
UPLIFT = 83-61 —.61 K
36"
BY G. OHANIAN
DATE.1-17-14
SUBJECT
RAdK DEOI N & EN(INEERIN( do.
412 WET BROADWAY, QUITE #204
LENDALE, CA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO 7
JOB NO. RD-17156
144"
i
+
BEAM
2000 #/ LEVEL
TYPE "C"
Ix=1.69
Sx =.79
FY= 55 KSI.
48"
44"
36"r
•.+
SIDE VIEW
LOAD PER BEAM + 25% IMPACT LOAD
(2.0Kx.88)+(1.0Kx.25) = 2.Q= 1.OK
2 BEAMS
M= 82 =18"K
S R= .55<.79
L A 384.1=.78"< 180 =.80"
x E
LOAD PER COL. = 2x2.0 K —2.0 K
2 coL.
P=.2 0L+ (2.0KX0.75)=1.7K
W=.2DL+ (2.0PLx0.67)= 1.5 K
V = .17K
LONGIT.
V = .26K
TRANS.
COLUMN ANALYSIS
3"
x — — —x
t=.090"
FY=55 KSI
Ae=.78
Ix=1.19
S e=.8
rx=1.2
ry=1.1
COMBINED STRESS RATIO
Pex= (K�)Z = 23.0 Q c =1.8
ax=1— Clcip Pex = .87
Ob=1 .67
Cmx=.85
LONGIT. SEISMIC
12K 4.1"K
KL=72x1.7 _102
rx 1.2
KL_52 _
r— 47 y
Mn=Se .Fy = 44
Qc.P C2b.Cmx.M = .39<1
Pn + Mn.ax
17K
2
Fe=(KLj2=28
rx
2
F r=F y(.658 x o )=24 KSI
Pn= Fn .Ae = 19.0 K
6.1"K
6.1 "K
Xc=N/Fy/Fe = 1.40
Xc<1.5
BY G. OHANIAN
DATE.1-17-14
SUBJECT
RAdK DENIC4N & EN(dINEERIN(1 do.
412 WET BROADWAY, plUITE #204
LENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO 8
JOB NO. RD-17156
BASE PLATE
ANCH. TENSION = .17 K
ANCHOR SHEAR = .09 K
(2)-1/2"0 ANCHORS PER BASE PL., 3 1/4" EMB.
HILTI KWIK BOLT—TZ ESR-1917
SPECIAL INSPECTION IS REQUIRED
MOMENT AT BEAM CONNECTION
1.7K 6.1"K
7 3/4"x5"x3/8"
BASE PLATE
.5x.09x1 x65=2.9 K BEARING CAPACITY
OF COL. HOLE 4.1 'K
7/16"0 RIVET
A = .1 Fy = 79 KSI
Pa = .1x79x.4 = 3 K
Ma = (2.9 Kx4")+(1.5 Kx2") = 14.6 "K 3 PIN CONN.
CONN.
MEND=.01xWI2= 1.4 "K
M— 5.1"K M= 6.5"K
SEISMIC TOTAL
OVERTURNING
MpT=.26Kx2 x170"x0.66 =59 "K
COL.
MR = 1.7Kx36"= 61"K
NO UPLIFT
.26
1 7K 17K
x 1
4 / `.1
.26 K
0
36"
44"
48"
5.1 'K
5.1 'K
6.1 .K
Il 6 I
7 3/4"
TOP LEVEL LOADING
W= 0.20L+1.OLL=1.2K LOAD PER COL.
V= .20 K
=.20 Kx2 x144" = 59"K MOT
COL.
MR = 1.2 Kx36" = 43"K
UPLIFT =593—fi3-43K
Design MapS Summary Keport
• • y
littp:ri'geonazafos.usgs.goviciesignmapsi us/summary.pnp
Design Maps Summary Report`
User -Specified Input
Report Title 5920 SOUTH 180th STREET,
TUKWILA, WA 98188
Fri January 17, 2014 20:14:22 UTC
@@.1$!4.
Code Reference Document (which utilizes USGS hazard data available in 2008)
Site Coordinates 47.4413°N, 122.2536°W
Site Site Class D - "Stiff Soil"
Soil
gimification
Risk Category I/II/III
USGS-Provided Output
Ss = 1.430 g
Si = 0.533 g
S MS
SMi =
1.430 g
0.800 g
SOS =
SD1 =
0.953 g
0.533 g
International Building Code
For information on how the SS and SI. values above have been calculated from probabilistic (risk-targ.gt:ed) and
deterministic ground motions in the direction of maximum horizontal response, please retum to the application and
select the "2009 NEHRP" building code reference document.
1.65
1.50
1.35
1.20
1.05
0.90
y 0.75
0.60
0.45
0.30
0.15
0.00
MCER Response Spectrum Design Response Spectrum
1.10
1.00
0.90
0.20
0.70
01 0.60
omi
0.50
0.40
0.30
0.20
0.10
0.00
0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.20 2.00
Period. T (sec)
0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.20 2.00
Period. T (sec)
Although this information is a product of the U.S. G.e.o.io.g.ica...S.utxey, we provide no warranty, expressed or implied, as to the accuracy of
the data contained therein. This tool is not a substitute for technical subject -matter knowledge.
City of Tukwila
Department of Community Development
February 21, 2014
Mike Sorenson
1100 SW 7 Street
Renton, WA 98057
RE: Correction Letter # 2
Permit Application Number D14-0041
SANSACO Furniture - 5920 S 180 St
Dear Mr. Sorenson,
Jim Haggerton, Mayor
Jack Pace, Director
This letter is to inform you of corrections that must be addressed before your development permit can be approved. All
correction requests from each department must be addressed at the same time and reflected on your drawings. I have
enclosed comments from the following departments:
FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments.
1) The existing ceiling fire sprinlder density.is not sufficient for the proposed storage arrangement
2) Per NFPA 13, Figure 16.2.1.3.2 (d), the aisles between the racks must be a min. 8 ft. wide and the fire sprinkler
heads must be high temperature heads.
Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other
documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be
resubmitted with the appropriate revision block.
In order to better expedite your resubmittal, a Revision Submittal Sheet' must accompany every resubmittal. I have
enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail
or by a messenger service.
If you have any questions, I can be reached at 206-433-7165.
Sincerely,
File No. D14-0041
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
City of Tukwila
Department of Community Development
February 05, 2014
MIKE SORENSON
1100SW7ST
RENTON, WA 98057
RE: Correction Letter # 1
DEVELOPMENT Permit Application Number D14-0041
SANSACO FURNITURE - 5920 S 180 ST
Dear MIKE SORENSON,
Jim Haggerton, Mayor
Jack Pace, Director
This letter is to inform you of corrections that must be addressed before your development permit can be approved. All
correction requests from each department must be addressed at the same time and reflected on your drawings. I have
enclosed comments from the following departments:
BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments.
• (GENERAL NOTE)
PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised
plan sheets shall be the same size sheets as those previously submitted.)
(If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current
signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current
signed stamp -seal.
(BUILDING REVIEW NOTES)
1. The rack arrangement appears to be different from the previous approved permit plans (D13-126) affecting the
emergency pathways with the previously approved emergency lighting arrangement. Provide an emergency egress
plan that shows where the emergency lighting is provided or where designated emergency lighting shall be
arranged to with the rack configuration to meet egress requirements of the current 2012 IBC Section 1006.
Also refer to previous egress path layout.
FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments.
• 1) Please provide the total product storage height measured from floor to top of storage.
2) Per International Fire Code, smoke vents are required if storage height is over 12 ft. which is assumed. Please
show existing and proposed smoke vents on the plans.
3) Provide the existing fire sprinkler system density.
4) Provide the temperature rating of existing sprinkler heads.
Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other
documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be
resubmitted with the appropriate revision block.
In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have
enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail
or by a messenger service.
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188'• Phone 206-431-3670 • Fax 206-431-3665
If you have any questions, I can be reached at 206-431-3655.
Sincerely,
--p:::)2.0 --j_
Bill Rambo
Permit Technician
File No. D14-0041
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D14-0041 DATE: 03/21/14
PROJECT NAME: SANSACO FURNITURE
SITE ADDRESS: 5920 S 180 ST
Original Plan Submittal
X Response to Correction Letter # 2
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
Building Division
Public Works n
Fire Prevention
Structural
El
Planning Division
Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review required)
DATE: 03/25/14
Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
Approved with Conditions
Denied
(corrections entered in Reviews) (ie: Zoning Issues)
Notation: A A (I 112 KI t 11
rcdh,o-ks 4 Gkic kty 17-1
DUE DATE: 04/22/14
n
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
?ERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D14-0041 DATE: 02/13/2014
PROJECT NAME: SANSACO FURNITURE
SITE ADDRESS: 5920 S 180 ST
Original Plan Submittal
X Response to Correction Letter # 1
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
Buildingn v ■
Public Works ❑
Pv \ (n-` 1 jvl PPP —
Fire Prevention Planning Division
Structural
Permit Coordinator
u
PRELIMINARY REVIEW:
Not Applicable
n
(no approval/review required)
DATE: 02/18/14
Structural Review Required
REVIEWER'S INITIALS: DATE:
C
APPROVALS OR CORRECTIONS: DUE DATE: 03/18/14
Approved ❑ Approved with Conditions n
Corrections Required
(corrections entered in Reviews)
Denied
(ie: Zoning Issues)
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW 0 Staff Initials:
12/18/2013
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D14-0041 DATE: 01/24/2014
PROJECT NAME: SANSACO FURNITURE
SITE ADDRESS: 5920 S 180 ST
X Original Plan Submittal
Response to Correction Letter #
Revision #
Revision #
before Permit Issued
after Permit Issued
DEPARTMENTS:
wvy 0011.lq
Building Division III
Public Works
AlA CCrWt''\' 2-7-14-144
Fire Prevention ■ Planning Division n
Structural Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable n
(no approval/review required)
DATE: 01/28/14
Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
(corrections entered in Reviews)
Approved with Conditions
Denied
(ie: Zoning Issues)
DUE DATE: 02/25/14
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED: I Li
Departments issued corrections:
Bldg Fire Ping ❑ PW ❑ Staff Initials: - 1 /
12/18/2013
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Web site: http://www.TukwilaWA.gov
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date:
3/02o//Y
Plan Check/Permit Number: D 14-0041
❑ Response to Incomplete Letter #
® Response to Correction Letter # 2
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
RECEIVED
CITV OP TUKWR.A
MAR 21 2014
hl±.s.enois n+tFlw
Project Name: Sansaco Furniture
Project Address: 5920 S 180 St
Contact Person: M Cke _Gram fin
Summary of Revision:
Phone Number: 0206 - ,Rt'le' yq ??
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by:
Or Entered in TRAKiT on 0.3/a 1 //L/
C:\Users\jennifer-m\Desktop\Revision Submittal Form.doc
Revised: May 2011
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206-431-3665
Web site: http://www.ci.tulcwila.wa.us
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: 0/3// 7 Plan ChecWPermit Number: D 14-0041
❑ Response to Incomplete Letter #
® Response to Correction Letter # 1
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: Sansaco Furniture
Project Address: 5920 S 180 St u/J
Contact Person: Mike, 5rev) on Phone Number: (906- SYR-
ICIVID
CITY�OOP
FE9.13 2014
PEMer own*
Summary
llof Revision: ��/
�t ( rQ - iZt.SfoAS�2- �r`awi q.)6C� i;l40ic(14 (c cS,G� Of'
e 'y e,Lc7 11 1917 i j 'F' r `�.ss /D c* 4 (�G.y S J
R167,9/ 9 Procit,ct mac. &he--f.� _ oD . cl!u
d rlc6✓t7 ind i cc ti (�1Cd r oT rs.►,dee �,,� ICI D'C ve4 r•
CPI d- J Sep. t A€1, (tiLeAs ( / 30-g oc )
YY , ,
Tpw.�..er4�r-.e rv�,�r. d �tc;rh hlC6c�f • f
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 Permits Plus on
\applications\forms-applications on line\revision submittal
Created: 8-13-2004
Revised:
NORTH WEST HANDLING SYS f'Tr!
Page 1 of 2
0 Washington State Department of
Labor & Industries
NORTH WEST HANDLING SYS INC
Owner or tradesperson
FRANCK, JAMES JEROME
Principals
FRANCK, JAMES JEROME KOSTY, CLARK
RANDOLPHTHOMAS, KEVIN A
(End: 09/28/2011)
Doing business as
NORTH WEST HANDLING SYS INC
WA UBI No.
600 051 641
1100 SW 7TH ST
RENTON, WA98055-2939
425-255-0500
KING County
Business type
Corporation
Governing persons
CLARK R KOSTY JAMES J FRANCK;
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
Meets current requirements.
License specialties
GENERAL
License no.
NORTHWH275JF
Effective — expiration
04/06/1973 —10/09/2015
Bond
TRAVS
Bond account no.
815103354822BCM
Received by L&I
10/09/2001
Insurance
Travelers Indemnity Co of Ame
Policy no.
6302C242044TIA13
Received by L&I
10/03/2013
$12,000.00
Effective date
10/01/2001
$1,000,000.00
Effective date
10/01/2013
Expiration date
10/01/2014
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600051641 &LIC=NORTHWH275JF&SAW= 04/08/2014
EXIT
EGRESS
4'x8' SMOKE / HEAT/
VENT (TYP.)
DATH
FURNITURE SHOWROOM
48X144
EXIT
SEPARATE F -::IT
REQUIRED FC4=1:
lM3chanical
Electrical
Plumbing
Gas Piping
City of Tukwila
BUILDING DIVISION
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
ROTE: Revisions will require a new plan submittal
and may include additional plan review fees.
NORTH
( PECIAL INSPECTION FOR STORAGE RACKS
(OVER 8 FEET)
Periodic special inspection is required during the
anchorage of access floors and storage racks 8 feet
or greater in height in structures assigned to
eismic Design Category D, E or F.
IBC 1707.5 and
TABLE 1704.4 (4) Inspection of anchors installed
in hardened concrete.
- A
PLAN VIEW
SCALE: 1/16" = 1'-0"
EXIT
FILE COPY
Permit No. Pill .0 off\
Plan review approval is subject to errors and omissions.
Approval of construction documents does not authorize
the violation of any adopted code or ordinance. Receipt
of approved Fi d Copy and conditions is acknowledged:
By
Date: 418I14
City Of 1Uicwila
BUILDING DIVISION
NORTH
S
SITE MAP
j l 1-004 I
REVIEWED FOR
CODE COMPLIANCE
APPROVED
APR 0 4 2014
City of T 'la
BUILDING ISION
CORRECTION
1_TR#
RECEIVED
CITY OF TUKWILA
MAR 2 1 2014
PERMIT CENTER
(2)-1 /2"0 ANCHOR BOLTS PER BASE PLATE
3 1/4" EMS., (SEE NOTE NO. 4)
TYP
BOTH SIDES TYP.
t=.06"
SEC. A —A
SEC, 8—P
BRACING DETAIL
144"
2000 #/ LEVEL
I1
SIDE VIEW
7/16"0 RIVET
ASTM A576-90B
HOT -WROUGHT UNS
G10100 GRADE C-1010
PIN CONNECTION
REVIEWED FOR
CODE COMPLIANCE
APPROVED
APR 0 4 201k
City of Tukwila
BUILDING DIVISION
TYP
GENERAL CONFIGURATION
NOTES:
1-DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS
AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS
OF THE IBC 2012 EDITION, SECTION, 2209
2-STEEL FOR ALL SHAPES FY=55 KSI. ASTM A1011 GR,55 (EXCEPT AS NOTED)
3-NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP
OF THE APPROVED FABRICATOR #01649 (E70XX ELECTRODES)
4-ANCHORS HILTI KWIK BOLT-TZ ESR-1917
SPECIAL INSPECTION IS REQUIRED
5-CONCRETE SLAB 6" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF
6-STORAGE RACK CAPACITY: AS SHOWN ON ELEVATIONS
7-RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS
A PERMANENT SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY
OF THE RACK (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-STORAGE RACK AREA NOT OPEN TO PUBLIC, EMPLOYEE ACCESS ONLY
EXPIRES 12-26.-15
RECEIVED
CITY OF TUKWILA
JAN 2 4 2014
PERMIT CENTER
RACK DESIGN AND ENGINEERING
412 WIEST BROADWAY, SYITE'N204, GLENDALE, CA. 91204
SCALE: NONE
DATE: 1 •-17-1, 4
PROJECT:
DRAWN BY: _4&N
SANSACO FURNITURE
5920 SOUTH 180th STREET, TUKWILA, WA 98188
STORAGE RACK DETAILS
SHEET NO.