HomeMy WebLinkAboutPermit D13-0363 - VEGA HELMET - TENANT IMPROVEMENTVEGA HELMET
18200 OLYMPIC AVE S
D13-0363
City 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.eov
DEVELOPMENT PERMIT
Parcel No: 7888900162 Permit Number: D13-0363
Address: 18200 OLYMPIC AVE S Issue Date: 12/19/2013
Permit Expires On: 6/17/2014
Project Name: VEGA HELMET
Owner:
Name: EPROPERTY TAX INC DEPT 207
Address: PO BOX 4900 , SCOTTSDALE, WA,
85261
Contact Person:
Name: DON WYTKO Phone: (425) 656-0683
Address: 18200 OLYMPIC AV S , TUKWILA, WA,
98188
Contractor:
Name: CEDAR RECYCLING INC Phone: (253) 804-0404
Address: 411 W VALLEY HWY 5 , PACIFIC, WA,
98047
License No: CEDARRI981CM Expiration Date: 2/18/2014
Lender:
Name: N/A ( $5,000
Address:
DESCRIPTION OF WORK:
INSTALLING STORAGE RACKS AND ANCHORAGE TO FLOOR
Project Valuation: $1,763.28 Fees Collected: $203.99
Type of Fire Protection: Sprinklers: YES
Fire Alarm:
Type of Construction: VB Occupancy per IBC: S-2
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
Permit Center Authorized Signature:
Date: 01/?//_3
I hearby 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 and agree to the conditions attached to this permit.
Signature:
Print Name:
aieg % &(/k PC.0"
Date: ! i(?'(7p
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: Installation of high-strength bolts shall be periodically inspected in accordance with AISC specifications.
5: 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.
6: 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.
7: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
• .
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.
9: Clearance between ignition sources, such as Tight fixtures, heaters and flame -producing devices, and
combustible materials shall be maintained in an approved manner. (IFC 305.1)
10: 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)
11: 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)
12: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue
spaces shall be maintained.
13: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not
imply approval of such condition or violation.
14: 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
1700 BUILDING FINAL**
1400 FIRE FINAL
4046 SI-EPDXY/EXP CONC
3;(1
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
udd'ing Permit No. p - 9 ? p3
Project No.
Date Application Accepted:
Date Application Expires: 19
(For office use only)
CONSTRUCTION PERMIT APPLICATION
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 LOCATION
fi King Co Assessor's Tax No.:
Site Address: 18200 Olympic Ave S, Tukwila, WA 98085 Suite Number:
Tenant Name: Vega Helmet
PROPERTY OWNER
Name: .,,, W,3�kc,
Name: Eproperty Tax Inc
Address: L $ zoo 0
Address: 18235 Olympic Ave S
City: --��Lw, `q State:
City: Tukwila State: WA
Zip:
CONTACT PERSON — person receiving all project
communication
Name: .,,, W,3�kc,
Address: 4 it cA, va11eAs HW 5
Address: L $ zoo 0
Phone: Z > l goii , 04014 Fax:2 - - ?vitt_ 21 G L
City: --��Lw, `q State:
»Ac. Zip4 slow
Phone: Li 2g_ %S(0. ij%& ax:
City:
Email: aor.0 wVv.B.L►sA.,•...
'. Co/VI
GENERAL CONTRACTOR INFORMATION
Company Name l r
Address: 4 it cA, va11eAs HW 5
City:?GrcY- Ste: 1 Zip oci 7
Phone: Z > l goii , 04014 Fax:2 - - ?vitt_ 21 G L
Contr RegNcy; o guiz 1 et g 1 Exp Date:z 114 i
Tukwila Business License No.:
H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-I l.docx
Revised: August 201 I
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7Mrs d(s�
Floor:
New Tenant: ❑ Yes ❑ ..No
ARCHITECT' OF_ RECORD
Company Name: Rack Design and Engineering
Company Name:
Address: 412 West Broadway Ste # 204
Architect Name:
Phone: Fax:
Address:
City:
State: Zip:
Phone:
Fax:..,:.:..:,
Email:
ENGINEER OF RECORD
Company Name: Rack Design and Engineering
Engineer Name: Garnik Ohanian
Address: 412 West Broadway Ste # 204
City: Glenndale State: CA Zip: 91204
Phone: Fax:
Email: gorackl@yahoo.com
LENDER/BOND`ISSUED (required for, projects $5,000 or
greater per RCW 19.27.0,95). ,.;„a, _,,_
Name:
Address:
City: State: Zip:
Page 1 of 4
:BUILDING PERMIT IN" FORMAgTI(S
NI -3670"
Valuation of Project (contractor's bid price): $ (1 to 3 . Zfs
Describe the scope of work (please provide detailed information):
Will there be new rack storage? ❑ Yes
Existing Building Valuation: $
inftIM
m.. No If yes, a separate permit and plan submittal will be required.
r
Provide All Building Areas in Square Footage Below
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` es deuce
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes ❑ No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 YesNo
If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Sa ty Data Sheets.
SEPTIC SYSTEM
0 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\201 I Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
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Page 2 of 4
Existing
Interior Remodel "
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1' Floor
V— f
S -I
2nd Floor
3rd Floor
Floors thru
Basement
moi
r. ..
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
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` es deuce
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes ❑ No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 YesNo
If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Sa ty Data Sheets.
SEPTIC SYSTEM
0 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\201 I Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
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Page 2 of 4
PERMITA'PPLICATION (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 1 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 ()VAR OR AUTH RIZED AGENT:
Signature: av
Print Name: PO rt / /to /i w f'7
Mailing Address: (Ti Uf MAtT /'1 w f
H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11 .docx
Revised: August 2011
bh
Day Telephone:
Date:
6() ‘;57_?
(1,4 777sir
City State Zip
Page 4 of 4
Cash Register Receipt
City of Tukwila
DESCRIPTIONS
PermitTRAK
I
ACCOUNT
QUANTITY I PAID
$203.99
D13-0363 Address: 18200 OLYMPIC
AVE S
Apn: 7888900162
$203.99
DEVELOPMENT
$203.99
PERMIT FEE
R000.322.100.00.00
$120.90
PLAN CHECK FEE
R000.345.830.00.00
$78.59
WASHINGTON STATE SURCHARGE
TOTAL FEES PAID BY RECEIPT: R240
B640.237.114
$4.50
$203.99
Date Paid: Tuesday, December 03, 2013
Paid By: SOARING HELMET CORPORATION
Pay Method: CHECK 22402
Printed: Tuesday, December 03, 2013 2:40 PM 1 of 1
riWSYSTEMS
INSPECTION RECORD
Retain a copy with permit, l 3 -03 (Q 3
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
Project:
14d.Akt
Typeof lnsRection:.\Ve.c4-
t J .
-f, ,U.A�
Address:„
1 �2D a d
A'1P,
Date Called:
,E joo
Special Instructions:
....-----
r j
l
/
Date Wanted: /
3 —r !
-(
�a,.
p.m.
Requester:
Phone IV:
1 [._s ” 65 W
-. 0
I
(0 J
Approved per applicable codes.
Corrections required prior to. approval.
COMMENTS:
"40
v.
Insector:
Date:
-REINSPECTION FEE. REQUIRED.. Prior to next inspection, fee must be
paid at -6300 Southcenter Blvd:, Suite 100. Call to schedule reinspection.
INSPECTION NUMBER.
INSPECTION RECORD
Retain a copy with permit
i/3- a363
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project:
Ve
/!If
Type of Inspection:
-F,i PA -L
Address: / saw
Suite #:
p l Vroio,C,
Contact Person:
Special Instructions:
Occupancy Type:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
-C pc — � k
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: NA
cvk _0_,
Date:
3////7
Hrs.:'
$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:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
6/11/10
T.F.D. Form F.P. 113
Fireproofing
Aggregates
Shotcrete
Concrete
Masonry
Asphalt
Roofing
Piling
S t e el
Soils
Wood
March 11, 2014
File No. 14-187
Building Official
City of Tukwila Building Department
6300 Southcenter Blvd.
Tukwila, WA 98188
Project: Vega Helmet
Address: 1
Permit:
D1- 0363
Ave. S.
A.A.R. TESTING
LABORATORY, INC.
COI ISTRLCTION INiPECTION AND MATERIAL TESTINC.
NATIONALLY ACCEPTED LABORATORY
RECEIVED
CITY OF To;mia.
MAR 1 1 2�
PERMIT CENTER
This is to advise you that special inspections are completed on the above
referenced project. The following inspection was required and a copy of our
inspection report is attached.
1. Proprietary anchor installation
To the best of our knowledge all work inspected conformed to Tukwila Building
Department approved plans; specifications, IBC and related codes and/,or
verbal or writteninstructions from the Engineer of Record.
Sincerely,
A.A.R. TESTING LABORATORY, INC.
ae.w662
Kimberle Anderson
President
CC: Vega Helmet -Don Wytko
Y
Tel: (425) 881-5812 Fax (425) 881-5441 0 7126 180th Ave. NE 0 P.O. Box.2523 0 Redmond, WA 98073
Client: Vega Helmet
18200 Olympic Ave. S.
Tukwila, WA 98188
Contact: Don Wytko
Field Report
Report #: 058931
Project Number: 14-187
Permit #: 013-0363
Project Name: Vega Helmet
Address: 18200 Olympic Ave. S.
Inspection Performed: Proprietary Anchors
Date: 2/24/2014
Time:
Temperature:
Anchor bolts for pallet racks per Rusty Racks drawing #1.
Verified installation of Simpson Strong bolt 2 anchors 1/2" x 4 3/4" with 3 1/4" embed, torqued to 60
ft./lbs.
All placed per plan.
RECEIVED
CITY OF TUKWI ..r'?
MAR 1 1 �u,t
PERMIT CENTER
Distribution:
Q Distribute Client ❑ Distribute Contractor
El Distribute Engineer ❑ Distribute Owner
Distribute Municipality ❑ Distribute Other
[] Distribute Architect ❑ Distribute Other
Inspector: Trow, Michael
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
BY G. OHANIAN
DATE . 11-21-13
SUBJECT
RAdK DENI(N & ENOINEERINd do.
412 WEOT BROADWAY, piUITE #204
dLENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO. 1
JOB NO.. RD -17073
STRUCTURAL CALCULATIONS OF STORAGE
RACKS FOR:
VEGA HELMETS
18200 OLYMPIC AVE. SOUTH
-TUKWILA, WA 98055
PER IBC 2012 EDITION
SECTION 2209
STORAGE RACKS CAPACITY:
2000 # / LEVEL
CALCS. 1 THRU 4
Pit
E Cop
Plift our. Pe, sk
EXPIRES 12-26-15
REVIEWED FOR
CODE COMPLIANCE CE
APPROVED
DEC 13 2013
City of Tukwila
BUILDING DIVISION
13-0 3 10 3
•
RECEIVED
CITY OF TUKWILA
DEC; 0 3 2013
PERMIT CENTER
BY G. OHANIAN
DATE 11-21-13
SUBJECT
RAdK DEIGN & ENGINEERING CO.
412 WEST BROADWAY, QUITE #204
dLENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3613
SHEET NO. 2
JOB NO.. RD -17073
BEAM
0
M
SEISMIC DESIGN
_ SDSXI
V- Rx 1.4
Ix =1.95
Sx =1.04
-
FY -
55 KSI.
LOAD PER BEAM + 25% IMPACT LOAD
(2.OKx.88)+(1.OKx.25) = 2.0= 1.0K
2 BEAMS
M= 8z =15"K
SR= .46<1.04
0- 5xwL4 =.
384.1 E 39"<1k0 =.67"
x
xW IBC 2012 (SEC. 2209), RMI SPECS.
ASCE 7-10 (SEC. 15.5.3)
S05=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 - 2x2.0 K =2.0 K
2 cot..
P=.2DL+ (2.0Kx0.75)=1.7K
W=.2DL+ (2.0PLx0.67)= 1.5 K
\L= .17K
ONGIT.
V = .26K
TRANS.
COLUMN ANALYSIS
3"
0
x-
- - x
I t=.070"
1J
COMBINED STRESS RATIO
Pe x- (2 = 20.0
ax=1 Qcip Pex = .84
FY=55 KSI
Ae=.62
Ix=.95
Se=.6
rx=1.2
ry=1.1
Qc=1.8
Ob=1 .67
Cmx=.85
LONGIT. SEISMIC
12K 4.2"K
06K 4.2"
KL _70x1.7 =99
rx 1.2
KL_ 42
ry x=38
Mr, =Se .Fy=35
Qc.P f2b.Cmx.M = 77<1
P„ Mn.ax
17K
2
Fe=(KL)2=30
rx
2
Fr,=Fy(.658 �c )=25 KSI
Pn= Fr, .Ae = 16.0 K
0
11.8"K
ac=V'Fy/Fe = 1.36
Nc<1.5
BY G. OHANIAN
DATE. 11-21-13
SUBJECT
RACK DEOION & ENdINEERIN(4 CO.
412 WEOT BROADWAY, OU1TE #204
LENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO. 3
JOB NO.. RD -17073
BASE PLATE
ANCH. TENSION = 0
ANCHOR SHEAR = .17 K
(1)-1/2"0 ANCHOR PER BASE PL., 3 1/4" EMB.
SIMPSON STRONG BOLT 2 ESR -3037
SPECIAL INSPECTION IS REQUIRED
MOMENT AT BEAM CONNECTION
1 K
3"x5"x1/8"
BASE PLATE
.5x.07x 1x65=2.3 K BEARING CAPACITY
OF COL. HOLE 4.2 "K
8.0 "K ® ®' 8.0"K
7/16"0 RIVET
A=.1 Fy79KSI
Pa = .1 x79x.4 = 3 K
Ma = (2.3Kx4")+(1.1 Kx2") = 11.4"K 3 PIN CONN.
CONN.
M
END - .O 1 X W 12= 1.2 "K
M— 8.0"K M= 9.2-K
SEISMIC TOTAL ` 11.8'
OVERTURNING
MOT =.26 Kx2 x 165"x0.66 = 57 "K
COL.
MR = 1.7 Kx48"= 82 "K
NO UPLIFT
.26K
1..7K 1.7K
1r. I x7f
'1
I� `J
.26K
tO
48"
TOP LEVEL LOADING
W= O.2DL+1.OLL=1.2K LOAD PER COL.
V= .20 K
MOT = .20 Kx2 x144" = 59 "K
COL.
MR = 1.2 Kx48" = 58 "K
UPLIFT = 59-58 .02 K
BY G. OHANIAN
DATE . 11-21-13
SUBJECT
RAdK DEOION Sc EN(INEERINd do.
412 1PET BROADWAY, QUITE #204
LENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO 4
JOB NO.. RD -17073
LOAD TO DIAGONAL
P = .26Kx2 x56 = .61 K
COL. 48
FY—
55 KSI
Ae=.26
rx =.48
Q=.74
L= 56"
P° = 3.8K
CHECK WELDS
Pn= (1 .01L)L.t.Fu = 3.9 K
f2 = 2.55
ED, 1.5K x2 = 3.OK
SIDES
CHECK SLAB
1700 = 1.7 °'
1000
1.7x144=244
=16"
M= (12 12 x1000x x12=666 "#
s= 1\2x62/= 72
6
666 = 9 <1.6 \/ 2500 =80
72
BOTH SIDES TYP
�FX
t'=.07"
1700#
6" CONCRETE SLAB
2500 PSI. CONC.
1000 PSF. SOIL
Design,Maps Sounmary Report http://geohazards.usgs.gov/designmaps/us/summary.php?template=min..
(JSGS Design Maps Summary Report
User -Specified Input
Report Title 18200 OLYMPIC AVE. S., TUKWILA, WA 98055
Thu November 21, 2013 18:34:30 UTC
Building Code Reference Document 2012 International Building Code
(which utilizes USGS hazard data available in 2008)
Site Coordinates 47.43652°N, 122.25173°W
Site Soil Classification Site Class D - "Stiff Soil"
Risk Category I/II/III
Ognit7r`
509 Hig•
hlands
_....k, s f
USGS-Provided Output
Ss = 1.421 g
S1 = 0.530 g
SMs = 1.421 g
SM1 = 0.795 g
S0s = 0.947 g
SD1 = 0.530 g
0 MapQuest
For information on how the SS and Sl values above have been calculated from probabilistic (risk -targeted) 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
011 0.90
to 0.75
0.60
0.45
0.30
0.15
0.00
MCER Response Spectrum
Design Response Spectrum
1.10
1.00
0.90
0.90
0.70
.31 0.60
{n 0.50
0.40
0.30
0.20
0.10
0.00
0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.20 2.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90
Period, T (sec) Period, T (sec)
2.00
Although this Information is a product of the U.S. Geological Survey, 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.
1 of 1 11/21/2013 10:34 AN
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
ACTIVITY NUMBER: D13-0363
PROJECT NAME: VEGA HELMET
SITE ADDRESS: 18200 OLYMPIC AV S
X Original Plan Submittal Response to Incomplete Letter #
DATE: 12-03-13
Response to Correction Letter#
Revision # After Permit Issued
DEPARTMENTS:
ilui.ding Division
Public Works n
l p\-wC. Z10 j'3
Fire Prevention
Structural
Planning Division
❑ Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12-05-13
Complete
Comments:
Incomplete
Not Applicable
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials:
TUES/THURS ROUTING:
Please Route b< Structural Review Required
REVIEWER'S INITIALS:
No further Review Required
DATE:
n
APPROVALS OR CORRECTIONS:
Approved
Notation:
Approved with Conditions
DUE DATE: 01-02-14
Not Approved (attach comments) n
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials:
Documents/routing slip.doc
2-28-02
CEDAR RECYCLING INC
0 Washington State Department of
Labor & Industries
Page 1 of 3
CEDAR RECYCLING INC
Owner or tradesperson
ECK, JERALD D
Principals
ECK, JERALD D
Doing business as
CEDAR RECYCLING INC
WA UBI No.
602 084 893
411 W VALLEY HWY S
PACIFIC, WA98047
253-804-0404
KING, County
Business type
Corporation
Governing persons
JERALDDECK
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.
CEDARRI981CM
Effective — expiration
02/14/2002 — 02/18/2014
Bond
RLI INSURANCE COMPANY
Bond account no.
SRS1002727
Received by L&I
02/14/2002
Insurance
Associated Industries Ins Co I
Policy no.
TBD
Received by L&I
12/28/2012
Savings
No savings accounts during the previous 6 year period.
$12,000.00
Effective date
02/13/2002
$1,000,000.00
Effective date
12/31/2012
Expiration date
12/31/2013
httns://secure.lni.wa.Rov/verify/Detail.aspx?UBI=602084893&LIC=CEDARRI981 CM&S... 12/19/2013
30'8"
24'-10"
•
24'410"
00
LJ'
A
OFFICF
48"
48" X 120'' (�; 48" X 120
24'40"
14'-0" kOLLIJP
48" X 120" 48" X 120"I 48" X;120"
51'-6"
24'-10"
25'-8"
48" X 120' 48" X{ 120"
48" X 120"I H 48" X 120"
61'-9"
IXI
48" X 120" B 48" X 120''
SEPARATE PERMIT
REQUIRED FOR:
ebbanical
Etectdcat
Plumbing
Gas Piping
City of Tukwila
BUILDING DIVISION
No AEVisttt, n�;,
Changes shamade to the
of work without prior approval of
Tukwila Building Division.
NOTE: Revisions will require a new plan submittal
and may include additional pian review fees,
LEGEND
[ ELS
- EMERGENCY LIGHTING
- SMOKE VENT
•
FILE COPY
It
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 13 2013
•
tL
City of
BUILDING
Pian reoval
Approf Coil'°I:+ int.
coral
the violation of any
i8.
authorize
Receipt
18 ed:
By ( -7,1.6 " g
Date 2
City Ortbkwila
BUILDING DIVISION
N
RECEIVED
CITY OF TUKWILA
DEC . 0 3 2013
PERMIT CENTER
EXPIRES 12-26-15
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DRAW, BY:
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90/13
DRAPING NO:
CLOCKED BY:
SHUT NO.
1
of 2 sags
BOTH SIDES TYP.
BRACING CONNECTION DETAIL
FLOOR ANCHOR DETAIL
SEE NOTES FOR SPECS
1 1/2" I .-
.075 THK 1 1/4"
SECT. A -A
SECT. B -B
5/8" DIA.
2 HOLES
3/4
'
3"
\b/k16“ r1/2'
0 WI%
5 It
3/16" ` 1 1/2"
14 3/16"r 2 3/4"
1/8" THK.
BASE PLATE DETAIL
(1)-1/2"0 ANCHOR BOLT PER. BASE PL.
3 114" ENVIE., (SEE NOTE NO. 4)
SINGLE
D JQOC.70
ooa�gacD
.375 R
2" TYP.
AS NO'1'E,D
1/4" REF,
a 0 0
.531 SQUARE
LM2O
7
3"
1
14GA THK.
7/8"
3"
14GA ASTM A570 GR50
AS NOTED
6'
Y4"O SAFETY LOCK
(1000# CAPACITY)
'6"C RIVET
ASTM A576-9013
HOT -WROUGHT UNS
010100 GRACE C-1010
1 -*-3/4" TYP.
R1/8"
AS NOTED
6"
LBC40
IONA
RACK TYPE "A"
4" BEAM FACE
YeQ SAFETY LOCK
(1000# • CAPACITY)
X6"0 RIVET
ASTM A576-908
HOT -WROUGHT UNS
010100 GRACE C-1010
r
LBC35
AS NOTED
u
10'
Yi" 0 SAFETY LOCK
(1000#6AP,0 RINE
ASTM A576 -90B
HOT -WROUGHT UNS
G10100 GRACE C-1010
LBC50
RACK DETAILS
SCALE: %4' = 1"
RACK TYPE "B"
5" BEAM FACE
RACK ELEVATIONS
SCALE: 3'2" = 1'-0"
Nem
STRUCTURAL NOTES:
1. DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS AND
CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE
INTERNATIONAL BUILDING CODE 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 #777 (E70XX ELECTRODES).
4. ALL ANCHORS TO BE SIMPSON STRONG -BOLT 2 ICC -ES ESR -3037, SPECIAL
INSPECTION IS REQUIRED.
5. CONCRETE SLAB 6" THICK 2,500 PSI. SOIL BEARING CAPACITY 1,000 PSF.
6. STORAGE RACK CAPACITY 2,000 #/ LEVEL.
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 2,000 #/ LEVEL).
8. STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM
THE VERTICAL OF 2" IN 10'-0" OF HEIGHT.
9.. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES
BETWEEN THE TOP 0 THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR.
FIRE PROTECTION NOTES:
1. SPRINKLER DENSITY IS .395GPM OVER 2,500SQ FT.
2. SPRINKLER HEAD TEMPERATURE IS SET AT 265°F.
3. MOTROCYCLE HELMETS IN CARDBOARD BOXES, NON -ENCAPSULATED.
4. TOP OF STORED PRODUCT NOT TO EXCEED 16'-0".
5. APPROXIMATE CEILING HEIGHT 32'-0", 30'-0" CLEAR TO RAFTERS.
EXITING NOTES:
1. EXTERIOR DOORS ARE 3' SWING TYPE WITH LOCKING KNOB WHICH REQUIRES
NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN.
RACK TYPE "C"
312" BEAM FACE
REVIEWED FOR
CODE COMPLIANCE
APPR4VED
DEC 13 2013
lY
'Tukwila
CI of T
BUILDING DIVISION
13
RECEIVED
CITY OF TUKWILA
DEC 0 3 2013
PERMIT CENTER
EXPIRES 12-'26-15
d 3 10 3
1
1
1
Oa
to
'r
•
to
A.r
rirrril
lairfMrrts
S(f)
DRAFN BY::
JAL
SCAM:
AS SHOWN
DAT$:
9/30/13
DRAVING 110:
CHECXRD BY:
SMUT NO.
2
OF 2 SHUTS
I" 10'
541
1
c�
1
1
_
__
RACK TYPE "C"
312" BEAM FACE
REVIEWED FOR
CODE COMPLIANCE
APPR4VED
DEC 13 2013
lY
'Tukwila
CI of T
BUILDING DIVISION
13
RECEIVED
CITY OF TUKWILA
DEC 0 3 2013
PERMIT CENTER
EXPIRES 12-'26-15
d 3 10 3
1
1
1
Oa
to
'r
•
to
A.r
rirrril
lairfMrrts
S(f)
DRAFN BY::
JAL
SCAM:
AS SHOWN
DAT$:
9/30/13
DRAVING 110:
CHECXRD BY:
SMUT NO.
2
OF 2 SHUTS