HomeMy WebLinkAboutPermit D12-019 - MOE'S HOME FURNISHINGS - STORAGE RACKSMOE'S HOME
F[JRNISHINGS
790 ANDOVER PK E
D12 -019
City dinukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -43 1 -3670
Inspection Request Line: 206 - 431 -2451
Web site: http://vvvvw.TukwilaWA.gov
Parcel No.: 2623049095
Address: 790 ANDOVER PK E TUKW
Suite No:
Project Name: MOE'S HOME FURNISHINGS
DEVELOPMENT PERMIT
Permit Number: D12-019
Issue Date: 03/07/2012
Permit Expires On: 09/03/2012
Owner:
Name: 790 ANDOVER LLC
Address: PO BOX 287 , MEDINA WA 98039
Contact Person:
Name: STEVE BREWER
Address: 411 WEST VALLEY HWY S , PACIFIC WA 98047
Contractor:
Name: CEDAR RECYCLING INC
Address: 411 W VALLEY HWY S , PACIFIC WA 98047
Contractor License No: CEDARRI981CM
Lender:
Name:
Address:
Phone: 253 - 804 -0404
Phone: 253 804 -0404
Expiration Date: 02/18/2014
DESCRIPTION OF WORK:
TO COMPLY WITH STOP WORK RFA 11 -311.
STORAGE RACKING
Value of Construction: $0.00 Fees Collected: $439.63
Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009
Type of Construction: Occupancy per IBC: 0025
Electrical Service Provided by: PUGET SOUND ENERGY
* *continued on next page **
doc: IBC -7/10
D12 -019 Printed: 03 -07 -2012
•
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant:
Flood Control Zone:
Hauling: N Start Time: End Time:
Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
Moving Oversize Load: Start Time: End Time:
N Number: 0
Size (Inches): 0
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non - Profit: N
Water Main Extension: Private: Public:
Water Meter: N
Permit Center Authorized Signature: �L t."(.6 f' \ Date: r � /r7/
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 and agree to the conditions attached
to this permit.
Signature:
Print Name:
Date: 3 ! 7 /UL
This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended
or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ** *BUILDING DEPARTMENT CONDITIONS * **
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available 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.
doc: rBC -7110
D12-019 Printed: 03 -07 -2012
6: All construction shall be done in conform (le with the approved plans and the require of the International
Building Code or International Residential , International Mechanical Code, giptate Energy Code.
7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206 - 431 - 3670).
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: ** *FIRE DEPARTMENT CONDITIONS * **
10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
11: 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)
12: 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)
13: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot
be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6)
14: 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)
15: 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)
16: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress
travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress
travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access
corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the
nearest visible exit sign. (IFC 1011.1)
17: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with
the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having
a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be
less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire
Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high
contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not
energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction
cannot be readily changed. (IFC 1011.5.1)
18: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90
minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system
provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3)
19: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1
foot - candle (11 lux) and a minimum at any point of 0.1 foot - candle (1 lux) measured along the path of egress at floor
level. Illumination levels shall be permitted to decline to 0.6 foot - candle (6 lux) average and a minimum at any point
of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination
uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4)
20: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort.
(IFC 1008.1.8.3 subsection 2.2)
doc: IBC -7/10
D12 -019 Printed: 03 -07 -2012
21: Dead bolts are not allowed on auxiliary oors unless the dead bolt is automatically tilted when the door handle
is engaged from inside the tenant space. (IFC hapter 10)
22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IF'C Chapter 10)
23: 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 #2051)
24: 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 #2051) (IFC
104.2)
25: 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)
26: 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)
27: Maintain minimum 6" longitudinal flue space between back -to -back racks. (NFPA 13- 12.3.1.14.1)
28: Nominal 6" transverse flue spaces between loads and at rack uprights shall be maintained in single row, double row, and
multiple row racks. Random variations in the width of flue spaces or in their vertical alignment shall be permitted.
(NFPA 13- 12.3.1.13)
29: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be
maintained.
30: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
31: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
32: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
doc: IBC -7/10
012-019 Printed: 03 -07 -2012
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. T) l . - C) L
Project No.
Date Application Accepted: / " („2‘..a
Date Application Expires: 1 .06 ` I Z
(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
?c.-c.e_1 4 2.61... Soy qo 9 S
King Co Assessor's Tax No.:
Site Address: 7 70 t{ 7 W a Suite Number:7 /0 -7:1C) Floor:
Tenant Name: etetcb&J .S I4e o c5L
PROPERTY OWNER
Name: 790 A \ oue- - Liz.
�Aq
Address: p n' E
�� (� 1 duet' f
City 1i.`�L,.... l L� State. W4 Zip: gs 1s r-
CONTACT PERSON — person receiving all project
communication
Name: C 1
c� yewf,.. -
Address: Y 1( W t%a k‘e5 iAw S
City: pa c ; state: w' ip1f B ,, 7
Phone:223 _ 8_01, 04(04{ Fax: 25'3 - wog- 2 7v Z
Email: ve_ 9 r 4. r4L lc._ ev... S
s-1-,,,s , Gc.-1/4..
GENERAL CONTRACTOR INFORMATION
Company Name: R. �� 1«-t- k G' '-..S
Address: if ! ( Gj 1/a k+G3 14,,,j 3
City: PGG i �i c State: 6 J Zip9 j 7
Phone:i S3 - $o `I - c,14 a Fax: Z ci - gG N- 2 yG 2.
Contr Reg No.(E6ARIZ tt (C xpDate: i1 >s/lZ
Tukwila Business License No.: 00057 fob
H: Appliestiore\Forms- Applications On Line\2011 Applratnns\Penna Application Revised - 8- 9- 1l.doac
Revised: August 2011
bh
New Tenant:
❑ Yes ..No
ARCHITECT OF RECORD
Company Name:
Engineer Name: /' Qrv‘ i k b
Company Name:
cityd� state:CA. Zip( : /z
C� sLh �L
Phone:g,g,„2'(b -381 0 Fax: gfg z *0 _ 3 go
Architect Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
ENGINEER OF RECORD
Company Name:
Engineer Name: /' Qrv‘ i k b
Address: tit Z c..J Rp' y
cityd� state:CA. Zip( : /z
C� sLh �L
Phone:g,g,„2'(b -381 0 Fax: gfg z *0 _ 3 go
Email: le ,^c,cl� t
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
Address:
City: State: Zip:
Page I of 4
BUILDING PERMIT INFORMATIO
206- 431 -3670
Valuation of Project (contractor's hid price): $ 3Z (y• vV Existing Building Valuation: $
Describe the scope of work (please provide detailed information): To
.p it_ .31 k
s-ibe
Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required.
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 residence.
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 14 Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
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:kA{pIi®tiore\Fornn- Applications On Line \2011 Apphcatiom\Permit Application Revised - &9-i l.doc
Revised: August 2011
bh
Page 2 of 4
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
l' Floor
2' Floor
3`d Floor
Floors thru
Basement
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 residence.
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 14 Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
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:kA{pIi®tiore\Fornn- Applications On Line \2011 Apphcatiom\Permit Application Revised - &9-i l.doc
Revised: August 2011
bh
Page 2 of 4
•
PERMIT APPLICATION NOTES —
I
Value of Construction — in all cases. a > attic of construction anunu.t should be entered by Inc applicant. This figure will he reviewed and is subject
to possible revision by the Permit Center to comply with current fee ' ehcdules
E'.piration of Plan Review - Applications for which no permit is icsaci «Mutt 180 days tullowmrtg the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time foi additional periods not exceeding 90 days each. The extension shall he
requested in writing and justifiable cause demonstrated. Section 105.3 2 International Building Code (current edition).
I Iih.REBY CERTIFY IBM I HAVE REAL) AND EXAMINFD MIS APPLICATION .AND KNOW I1IF. SAME 1.0 BE TRUE UNDER
PENA1 IY OF PERJURY BY nil: LAWS OF THE. S AlF.OF WASHINGTON. AND I AM AUTHORIZED TO APPLY TOR TIM PERMIT.
BUILDING OWNER OR.tU-TIIORIZED AGENT: -< w
Signature: — _ Date: 3 CIA " OJ1
►
Print Name: t' I 0 Day Telephone: I 3)33- 142 6
Mailing Address: 1 t? D ( " --ft/1 r . vG�1�Lke f I QC— V64 `1- 5
II •.;p ravonr'Pwm.- Appi.ots-m C In t.tneLbl l Applratrom Permit Appluatut Retuoa - a -'p -I. int.
Rn-te0 Alp ust 3 ;1
ph
;rate Zo
Pape 4 nt 4
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.TukwilaWA.gov
Parcel No.: 2623049095
Address: 750 ANDOVER PK E TUKW
Suite No:
Applicant: MOES FURNITURE
RECEIPT
Permit Number: 1)12-019
Status: PENDING
Applied Date: 01/26/2012
Issue Date:
Receipt No.: R12 -00290
Initials:
User ID:
TLS
1670
Payment Amount: $439.63
Payment Date: 01/26/2012 01:36 PM
Balance: $0.00
Payee: CEDAR RECYCLING INC
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 5409 439.63
Authorization No.
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
BUILDING - NONRES
PLAN CHECK - NONRES
STATE BUILDING SURCHARGE
000.322.100
000.345.830
640.237.114
Total: $439.63
328.40
106.73
4.50
doc: Receiot -06 Printed: 01 -26 -2012
9
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (2 (206) 431 -367
Permit Inspection Request Line (206) 431 - 2451 `•
.).y,cf,
Project: ,
Mobs ' I{•:4/ •. ,1/•,'.(/
Type of Inspection:
,1- . Ai 2 1.—
0( rd111 (u�iA i"); � j i - • kj `I V
Address.;
f
Date Called:
Special Instructions:
Date Wanted:.
r-:-. = 7
km.
p.m.
Requester:
Phone No:
-,_1.. - 7 fc.)_ 5-2
6
tirApproved per applicable codes.
ElCorrections required prior to approval.
COMME TS: i " ^1 ,; \. N... c-- - A.iat:;:.::11/4-11'' ' -'
0( rd111 (u�iA i"); � j i - • kj `I V
r` —.,
'.
El
Dat.ej
-, - --.
SPECTION FEE RE UIRED. Prier to next inspection. fee must be
pal at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
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
,OL
Project: -
Type of Inspection:
�T,
Address:
,7'. -t= '7.,• .J.t..;•
.. J ;►
Date Called:
Special Instructions:
5314 ,,,,,,
Date Wanted:.
-- z
c`y - e. � _..
a.m.
`Parr..
Regq ster:
Phone No:
Approved per applicable codes. Ei Corrections required prior to approval.
COMMENTS:
nspeci PAAh Dat_ 2 .�
El INSPECTION FEE REQ RED. Prior to ext inspection. fee must be
aid'at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
I.
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 IF— (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
Project:
. ii"; 7 /0 5 , IA; 14, ` : )l' V
Type of Inspection:
f , / 41 41 ■ rA/6
Address:
7' fi /.' e
Date Called:
/7'1
Special Instructions:
•
Date Wanted:.
2/--'e,-- /
6.m.
i-m-
Requester:
Phone No:
Approved per applicable codes.
ElCorrections required prior to approval.
COMMENTS: 4 .
I OA. 7-0 46171)
/7'1
KS 1)"1/4.?/s
60.
Date
'S- 6-17
NSPECTION FEE REQUIRD. Prior o next inspection, fee must be
id at 6300 Southcenter Blv Suite 100. Call to schedule reinspection.
7
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 ca. (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
612 - C... l cr
Project: 1
nil\ (.J 14 t ^v
t t•/ k i
Type of Inspection:
I t A.i A} L
Address:
�
/ j
r
Date Called:
Special Instructions:
Date Wanted:. rim.
--A _ ? 8 12._ p.m.
Requester:
Phone No:
Gs Z.
. 7 Q (- — 7 5 0 —Se
ElApproved per applicable codes.
Corrections required prior to approval.
COMMENTS:
•
Inspector:1
Pi
(Date:
n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
INSPECTION RECORD
Retain a copy with permit
I2 —)'1
PERMIT NO.
Pr ' t:
Al,(i 1(;:44i /Lj(a°'St►
Typ . of Inspection:
j(pA.dvk ..1.`)t) tiki3iI'
Address-
-7'i ..} A. J) J O E f v,
Date Called:
Special Instructions:
(. _ ..S1-- 1 L ! 4,0
'
Date Wanted: . 4,2 ,
j Y /
m
.
p.m.
Requester:
Phone /.7No:
1) (&)- -T T° -"5
2
6 a-
Approved per applicable codes. a Corrections required prior to approval.
COMMENTS:
Itor:
REINSPECTION FEE REQUIIED. PiAor to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite.100. Call to schedule reinspectioh.
INSPECTION NUMBER
. .x;...� �... r...�� _.�._...
INSPECTION RECORD -
Retain a copy with permit
.D 12 -es/47
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407
Project: jvh7e 5
Sprinklers:
Type of Inspection:
Hood & Duct:
Address: -7 7' - 790
Suite #:
qP,-
Contact Person:
/g4`7"
04 ✓t)t'i-- +1,),. 0er,n:-1 v.,ly . -794> sit e.
Special Instructions:
Phone No.:
)c�G 2G/
8677
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Sprinklers:
Fire Alarm:
Hood & Duct:
i,4,,:.) 41),.-1-- 4 iG
p, r 5 r.t fly ba157F4_ -4, -n o...
0,011.
04 ✓t)t'i-- +1,),. 0er,n:-1 v.,ly . -794> sit e.
Th e' e I
/el 4;'--i-2
i 4- 47....t.. £/('S
e 4-
7 7U ,0,E
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
/4.7
5`,5
Date:
‘,//-7 hi_ .
Hrs.:
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:
Company Name:
Address:
City:
State: I Zip:
Word /Inspection Record Form.Doc
6/11/10
T.F.D. Form F.P. 113
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
pia -
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407
,k(L,
Project:
M 0 e' 5 11^vi
v a1, 311 i it, S
Typ�g of Inspection:
%AG k-
Address: 7 i u
Suite #:
A 4'E
Contaq Person:,
,A-t ;.o' PI 4
Special Instructions:
Occupancy Type:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
aUe
e /,c1/11('N
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: PA
-.a
Date:
'7// 7/I ?
Hrs.:
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
&City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn: (Guc A
Company Name: Moe'; / -bn-x< i.✓lye IA' /4SS
Address: -710 ArJ DSO r Plc t
City: mac.{ k,LJ , 1 A
State: IJ A-
Word /Inspection Record Form.Doc
6/11/10
Zip: r'�( 3'k
T.F.D. Form F.P. 113
i
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407
Project:
0e. _e_
Sprinklers:
/--)01,1-& -;U,�
Type)of I spection:
hi/4e1
Address: ; /7 0
Suite #:
d/:\
r;
Contact Person:
Special Instructions:
,
Phone No.:
Approved per applicable codes.
XCorrections required prior to approval.
COMMENTS:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Itek-cks Dk
0 e c , J t lf,4, 5-,
/ ) i i kiwi?
4` -#-e ST
f1 6,417
1
1 k
& x , 1
li,1l I .
)
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: kA
�,-3-_
Date:
3/5V/ Z
Hrs.:
1
$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: l Zip:
Word /Inspection Record Form.Doc
6/11/10
T.F.D. Form F.P. 113
Client: Moe's Home Furnishing
1728 Glen Drive
Vancouver, BC V6A4L5
Contact: Steve
Field Report
Report #: 54396
Project Number: 12 -218
Permit #: D12 -019
Project Name: Moe's Home Furnishing
Address: 770, 790 Andover Park E.
Inspection Performed: Proprietary Anchors
Date: 3/21/2012
Time:
Temperature:
On site for proprietary anchor inspection. Verified anchors to be Simpson Strong Bolt2, 1/2" x
41/4 ". Verified hole cleanliness and minimum embedment of 31/4 ". Torque was tested with
calibrated wrench #132A and was found meeting the 60ft. /lb. requirement. All work was
completed in conformance with approved plans, manufacturers recommendations, and ESR
#3037.
Areas inspected include grids: D -D.2 / 6.7 -7.8, 7.2 -7.5 / D -D.9, 7.4 -8 /D -B. MR to return for
inspecting of seismic racking as noted on plans.
CITY CIAI A
APR 0 9 2012
PERMIT
Distribution:
❑/1 Distribute Client ❑ Distribute Contractor
❑ Distribute Engineer ❑ Distribute Owner
• Distribute Municipality ❑ Distribute Other
❑ Distribute Architect ❑ Distribute Other
Inspector: Chandler, Loren
Reviewed by: Mike Blackwell
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 .1-5-12
SUBJECT
RAdK DEOI(N Sc EN(fINEERINd do.
412 WEST BROADWAY, fi1UITE #204
(LENDALE. dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
SHEET NO. 1
JOB NO.. RD -15847
STRUCTURAL CALCULATIONS OF STORAGE
RACKS FOR:
MOE'S HOME FRUNISHING
770 8c 790 ANDOVER PARK EAST
TUKWILA, WA. 98188
PER IBC 2009 EDITION
SECTION 2208
STORAGE RACKS CAPACITY:
3000 # / LEVEL AT TYPES "N" & "R"
2000 # / LEVEL AT TYPES "D" & "K"
CALCS. 1 THRU 5
A
1 2.---
FILE COPY
rip mr.ori. Mei_
EXPIRES 12 -26 -13
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAR 0 5 2012
City of Tukwila
BUILDING DIVISION
RECEIVED
JAN 262012
PERMIT CENTER
BY G. OHANIAN
DATE 1-5-12
SUBJECT
RACK DEOI(N & EN(INEERIN( CO.
412 WEOT BROADWAY, QUITE #204
C4LENDALE. CIA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
SHEET NO. 2
JOB NO. RD -15847
0
0 Lri
0
0
144" LONG BEAM LOAD PER BEAM + 25% IMPACT LOAD
(3.0 Kx.88) +(1.5 Kx.25) = 3.0= 1.5 K
2 BEAMS
Ix =4.64
Sx =1.76
F Y= 55 KSI.
94" LONG BEAM
SEISMIC DESIGN
S 1,52
�- _ Rx 1.4 xW
Ix =2.66
Sx =1.27
F Y= 55 K51.
82 =27'K
SR= .82 <1.76
4
384.Ix.E =.43 "< 180 = •80"
LOAD PER BEAM + 25% IMPACT LOAD
(3.0 Kx.88) +(1.5 Kx.25) = 3.0= 1.5 K
2 BEAMS
M= 8 2 =17"K
SR= .53<1.27
4
A
384.1x L E -.21 "< 180 =.52"
IBC 2009 (SEC. 2208), RMI SPECS.
ASCE 7 -05 (SEC. 15.5.3)
5 DS =0.94 (USGS WEB SITE, "SITE CLASS D ")
1 =1 NO PUBLIC ACCESS
R =6 MOM. CONN.
R =4 BRACED
W =D.L.+ 3 PALLET LOAD
TYPES "N" & "R"
LOAD PER COL. = 2x3.0 K -3.0 K
2 coL.
P= .2n+ (3.OK)(0.75) =2.4K
W =.2DL+ (3.0PLx0.67)= 2.2 K
L= '25 K
ONGIT.
V = .37 K
TRANS.
Conterminous 48 States
2009 International Building Code
Latitude = 47.4492
Longitude = - 122.25010000000002
Spectral Response Accelerations SMs and SM1
SMs = Fa x Ss and 5141 = Fv x S1
Site Class D - Fa = 1.0 ,Fv = 1.519
Period Sa
(sec) (g)
0.2 1.406 (SMs, Site Class D)
1.0 0.730 (5141, Site Class 0)
Conterminous 48 States
2009 International Building Code
Latitude = 47.4492
Longitude = - 122.25010000000002
Design Spectral Response Accelerations SDs
and SD1
SDs = 2/3 x SMs and 501 = 2/3 x SM1
Site Class D - Fa = 1.0 ,Fv = 1.519
Period Sa
(sec) (g)
0.2 0.937 (SDs, Site Class D)
1.0 0.487 (SD1, Site Class D)
LONGIT. SEISMIC
.25 K
8.6 -K
BY G. OHANIAN
DATE .1 -5 -12
SUBJECT
RA(iK DEOI(4N & ENdINEERINGt CO.
412 WET BROADWAY, �1UITE #204
LENDALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
SHEET NO. 3
JOB NO.. RD -15847
COLUMN ANALYSIS
3..
l
u
t= .070"
Fy =55 KSI
Ae =.59
I x =.95
Se =.6
rx =1.2
r =1.1
KL= 72x1.7 =102
rx 1.2
KL =-42 -38
Y
Mn =Se .Fy =33
COMBINED STRESS RATIO
Pex- n2E.1x -18.0 Oc -1.8 Oc.P +Ob.Cmx.M =.80 <1
(K02 - - Pn Mn.ax -
OcP _ Ob =1.67
ax =1- Pex .76
Cmx =.85
BASE PLATE
ANCH. TENSION = .21 K
ANCHOR SHEAR = .12 K
(2) -1 /2 "O ANCHORS PER BASE PL., 3" EMB.
SIMPSON STRONG BOLT ESR -1771
SPECIAL INSPECTION IS REQUIRED
MOMENT AT BEAM CONNECTION
.5x.07x 1x65 =2.3 K BEARING CAPACITY
OF COL. HOLE
7/16 "0 RIVET
A = .1 Fy = 79 KSI
Pa = .1 x79x.4 = 3 K
Ma = (2.3 Kx4 ") +(1.1 Kx2 ") = 11.4 "K 3 PIN CONN.
CONN.
MEND= .01xWI2 = 2.2 "K
M- 7.2 "K M__ 9.4 °K
SEISMIC TOTAL
Fe= (KLj2 =28
2
F n =F y(.658 X c ) =24 KSI
Pn =Fn.Ae = 14K
2.4K 8.6�
8 "x5 "x3/8"
BASE PLATE
7.2'
X c = N/Fy /Fe = 1.40
Xc<1.5
BY G. OHANIAN
DATE 1-5-12
SUBJECT
RACK DEOI(N & ENdINEERIN( CO.
412 WET BROADWAY, FAUI TE #204
LENDALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
SHEET NO, 4
JOB NO. RD -15847
TYPES "D" & "K"
LOAD PER COL. = 2x2.O K —2.0 K
2 COL.
P =.2 DL+ (2.00.75)=1.7K
W =.2DL+ (2.OPLx0.67)= 1.5 K
V = .17K
LONGIT.
V = .25K
TRANS.
COLUMN ANALYSIS
F Y =55 KSI
Ae =.43
I x =.54
Se =.36
rx =1.1
ry =.63
COMBINED STRESS RATIO
Pex= ( = 23
ax =1— Pex = .87
LONGIT. SEISMIC
KL= 48x1.7 —74
rx 1.1
K L _ 40
ry —TY =63
Mn =Se .Fy= 19
Qc =1.8 Qc.P+C2b.Cmx.M =.85<1
Pn M,.ax
CZb =1.67
Cmx =.85
BASE PLATE
ANCH. TENSION = 0
ANCHOR SHEAR = .17 K
(1) -1/2 "0 ANCHOR PER BASE PL., 3" EMB.
SIMPSON STRONG BOLT ESR -1771
SPECIAL INSPECTION IS REQUIRED
MOMENT AT BEAM CONNECTION
.5x.07x1 x65 =2.3 K BEARING CAPACITY
OF COL. HOLE
7/16 "0 RIVET
A =.1 Fy =79KSI
Pa = .1x79x.4 = 3 K
17K
2
Fe =( KLj2 =53
2
F n =F y(.658 A ° ) =36 KSI
Pn= F,, .Ae = 15 K
1 7K
0
3 "x5 "x18"
BASE PLATE
Ma = (2.3 Kx4 ") +(1.1 Kx2 ") = 11.4 "K 3 PIN CONN.
CONN.
M =.O1xwl2= 1.0 K M= 8.2"K M= 6.2 "K
END SEISMIC TOTAL
5.2_K
2.5-K
7.9'K
A _ VFy /Fe = 1.02
Ac <1.5
3"
BY G. OHANIAN RAdK DEOIC4N & ENCIINEERIN( do.
DATE . 1-5-12 412 WET BROADWAY, QUITE #204
LENDALE, dA. 91204
SUBJECT TEL:(818)240 -3810 FAX:(818)240 -3813
SHEET NO. 5
JOB NO.. RD -15847
OVERTURNING
MOT 1( Kx2 x165 "x0.66 =81"K
Cot..
MR = 2.4'x42"= 103 "K
NO UPLIFT
LOAD TO DIAGONAL
P = .37Kx2 x 50 =.88K
C°1-• 42
F Y= 55 KSI
Ae =.26
rx =.48
Q =.74
L= 50"
P° = 3.4 K
CHECK WELDS
P°= (1—.O1L9L.t.Fu = 5.36K
f� = 2.55
//
= 2.1Kx2 = 4.2K
SIDES
CHECK SLAB
2400
1000 =2'4 °'
■345 =19"
.37K
2.4x144=345°"
M= (12 "#
'2 )x1000x z x12 =510
S= 12x62 = 72
6
510 = 7 <1.6 J 3000 =87
72
� N
.37K
42"
TOP LEVEL LOADING
W= 0.& +1 AL =1.7K LOAD PER COL.
V= .29 K
M OT = .29 Kx2 x144 = 83-K
COL.
MR = 1.7 Kx42" = 72 "K
UPLIFT = rss.. —/Z 26K
42"
BOTH SIDES TYP.
1i
x
t =.07"
2400#
6" CONCRETE SLAB
3000 PSI. CONC.
1000 PSF. SOIL
• r
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
February 13, 2012
Steve Brewer
Rusty Rack Guys
411 West Valley Hy S
Pacific, WA 98047
RE: Correction Letter #1
Development Permit Application Number D12 -019
Moe's Home Furnishings — 790 Andover Pk E
Dear Mr. Brewer,
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 Building and Fire Departments. At this
time the Planning and Public Works Departments have no comments.
Building Department:
Fire Department:
Dave Larson at 206 431 -3678 if you have questions
regarding the attached comments.
Al Metzler at 206 971 -8718 if you have questions
regarding the attached comments.
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 plans,
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, please contact me at (206) 431 -3670.
Sincerely,
tite
Bill Rambo
Permit Technician
end
File No. DI2 -019
W:\Permit Center\Correction Letters\2012\D12 -019 Correction Letter #1.doc
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665
Tukwila Building Division ;
Dave Larson, Senior Plan Examiner
Building Division Review Memo
Date: February 13, 2012
Project Name: Moe's Home Furnishings
Permit #: D12 -019
Plan Review: Dave Larson, Senior Plans Examiner
The Building Division conducted a plan review on the subject permit application. Please address the
following comments in an itemized format with revised plans, specifications and/or other applicable
documentation.
(GENERAL NOTE)
PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size).
(If applicable) Structural Drawings and structural calculations sheets shall be original signed wet
stamped, not copied.)
1. Please provide an egress plan that shows the main egress path that is required to have emergency
lighting. The path must always lead in two distinct directions to two different exits. All points in
the space must be within 100 ft. of the emergency lighted path for sprinklered buildings. Each
exit door to the exterior needs one emergency light on the exterior side of the door to light the
exterior landing. All emergency light fixtures and lighted exit signs need to be shown on this
egress plan.
Should there be questions concerning the above requirements, contact the Building Division at 206 -431-
3670. No further comments at this time.
•
Tukwila Fire Prevention Bureau
Al Metzler, Fire Project Coordinator
Fire Prevention Bureau Review Memo
Date: February 1, 2012
Project Name: Moe's Home Furnishings
Address: 790 Andover Park East
Permit #: D12 -019
Plan Reviewer: Al Metzler, Fire Project Coordinator
The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address
the following comments in an itemized format with revised plans, specifications and/or other applicable
documentation.
1. Per International Fire Code Table 2306.2, smoke vents are required for the proposed high -
piled combustible stock storage area. Please submit a drawing of existing/proposed smoke
vent locations.
Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206-
971 -8718. No further comments at this time.
4PPERMIT COORD COPS
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D12 -019 DATE: 02/28/12
PROJECT NAME: MOE'S HOME FURNISHINGS
SITE ADDRESS: 790 ANDOVER PK E
_ Original Plan Submittal
X Response to Correction Letter # 1
Response to Incomplete Letter #
Revision # after Permit Issued
DEPARTMENTS:
L c, 3- �� mac,
buildin "g' Division ire Prevention -1
Public Works
Structural
Planning Division
Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Incomplete
DUE DATE: 03/01/12
Not Applicable
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg El Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROUTING:
Please Route Structural Review Required
REVIEWER'S INITIALS:
No further Review Required
DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 03/29/12
Approved n Approved with Conditions 1W Not Approved (attach comments)
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire El Ping El PW ❑ Staff Initials:
Documents /routing slip.doc
2 -28 -02
•
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D12 -019 DATE: 01 -26 -12
PROJECT NAME: MOE'S HOME FURNISHINGS
SITE ADDRESS: 790 ANDOVER PK E
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Issued
DEPAR MEN S:
1/1Taing Ivlsion
Public Works
klAit
F r revention
Structural
0141.1 -
ii
Planning Division
Permit Coordinator
I
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Incomplete
DUE DATE: 01 -31 -12
Not Applicable
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
LETTER OF COMPLETENESS MAILED:
TUES /THURS ROUTING:
Please Route n Structural Review Required ❑ No further Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 02-28-12
Approved ❑ Approved with Conditions n Not Approved (attach comments) 1.4
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only 1
CORRECTION LETTER MAILED: d - «0-
Departments issued corrections: Bldg IV Fire Ping ❑ PW ❑ Staff Initials:
Documents /routing slip.doc
2 -28 -02
Citylk Tukwila
•
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Web site: httpf/www.ci.tukwila.wa.us
REVISION
SUBMITTAL
CRY
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: 2_- 8 - / Z Plan Check/Permit Number: 13/2 0/
❑ Response to Incomplete Letter #
iResponse to Correction Letter #
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: moC S
Project Address: 7a -(-e-
Contact Person: 4e...)e
Summary of Revision:
fVq■A Vice
Z I O A.400 e-- P £
C-s- t.
RECEIVED
ut
FEB 2820121
PERMIT CENTEp
Phone Number: Zo b - 730 - S 2 (0
AA-A. cal. t
6re -
tub- 736 • S2 Z
�, ; ��.� '��•�� \ w - ° cp - oco0
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Cer}ter by:
Entered in Permits Plus on
H: AppiiatimnWo,ma- Applications am Line V010 Appliations 7 -2010 - Revision Submiad.doc
Created: 8-13 -2004
Revised: 7 -2010
Contractors or Tradespeople Printer Friendly Page
•
General /Specialty Contractor
A business registered as a construction contractor with L &I to perform construction work within the scope of
its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
Business and Licensing Information
Name CEDAR RECYCLING INC UBI No. 602084893
Phone 2538040404 Status Active
Address 411 W Valley Hwy S License No. CEDARRI981CM
Suite /Apt. License Type Construction Contractor
City Pacific Effective Date 2/14/2002
State WA Expiration Date 2/18/2014
Zip 98047 Suspend Date
County King Specialty 1 General
Business Type Corporation Specialty 2 Unused
Parent Company
Other Associated Licenses
License
Name
Type
Specialty
1
Specialty
2
Effective
Date
Expiration
Date
Status
VALLERI894L7
VALLEY
RECYCLING INC
Construction
Contractor
General
Unused
7/15/2011
7/15/2013
Active
Business Owner Information
Name
Role
Effective Date
Expiration Date
ECK, JERALD D
President
02/14/2002
Bond Information
Page 1 of 1
Bond
Bond Company Name
Bond Account Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Bond Amount
Received Date
1
RLI INSURANCE
COMPANY
SRS1002727
02/13/2002
Until Cancelled
$12,000.00
02/14/2002
Assignment of Savings Information No records found for the previous 6 year period
Insurance Information
Insurance
Company Name
Policy Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Amount
Received Date
7
James River Ins
000513410
12/31/2011
12/31 /2012
$1,000,000.00
01/04/2012
6
UNITED
NATIONAL INS
CO
cb10720839
12/31 /2010
12/31 /2011
$1,000,000.00
01/04/2011
5
CAPITOL
SPECIALTY INS
CORP
BR00357658
12/31/2007
12/31/2010
$1,000,000.0012
/30/2009
4
FIRST
SPECIALTY INS
CORP
FCP229005444301
12/31/2006
12/31/2007
$1,000,000.00
10/23/2007
3
FIRST
SPECIALTY INS
CORP
FCP229005444300
10/29/2005
12/31/2006
$1,000,000.00
10/23/2007
2
FIRST
SPECIALTY INS
CORP
FCP229005444300
10/29/2005
10/29/2008
$1,000,000.00
10/17/2007
Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period
Warrant Information No unsatisfied warrants on file within prior 6 year period
https: // fortress .wa.gov /lni/bbip /Print.aspx
03/07/2012
MOE'S
home collection
Date: March 21, 2012
Attn :Bob Benedicto, City of Tukwila
Dept. of Community Development
6300 Southcenter Blvd.
Ste. # 100
Tukwila, WA 98188
720 Andover Park East Tukwila, WA, 98188
Tel: 206 - 405 -4411 • Fax: 206 - 405 -4466
info @moeshome.com • www.moeshome.com
Dear Mr. Benedicto,
As you may know, we have received city permits for our new racking at 790/770
Andover Park East, Tukwila. We have anchored the racks and by Thursday
March 22nd, we will have the anchoring inspection completed by A.A.R testing
Laboratory Inc, and expect to have the approval issued by them.
We would really appreciate if you would consider allowing us to stock the racks
(once the anchoring approval is issued). We understand that the city requires the
emergency lighting completed, and our electrician is currently working towards
getting that job done; however, he does require clear pathways and areas to be able
to do the job. This is why we are asking for permission to load the racks and give
our electrician the room needed to complete the electrical work required. The
electrical project would commence April 2nd, and planned to finish around April
20th.
Your co- operation on this matter would be greatly appreciated.
Thank you
Moe Samieian Jr
Moe's Home Collection
Tel: 778 - 383 -1726
Email: moejr @moeshome.com
RECEIVED
MAR 212012
PERMIT CENTER
ct
0
0
0
91' -9"
25'
P4
•
— E l i
M
tE
0
f1:
OFFICE
1
RESTROOM
r.
14' -1"
R 42" X 144" R
42" X 144'
R 42" X 144"
R 42" X 144" R
42" X 144'
R 42" X 144"
R 42" X 144'
R 42" X 144'
R 42" X 144'
R 42" X 144'
R 42" X 144'
R 42" X 144"
R 42" X 144"
R 42" X 144'
29'
R 42" X 144'
R 42" X 144'
R 42" X 144'
R 42" X 144"
R
42" X 144'
R 42" X 144"
R 42" X 144"
R 42" X 144'
FY./
42" X 94'
42" X 94'
42" X 94'
42" X 94'
V/'42»V/' tfl
42" X 94'
32'
10' -0" ROLLUP
10"
15' -10"
73'
V
42" X 94'
2" X'94'
42" X 94'
r42" X 94' V
42" X 94'
V42" X 94' V
42" X 94'
V
L2" X 94'
V
42" X 94'
Bo 11
EL
EL
K
o,
D42" X 94'
D36" X 94"
D42" X 94'
)3
D42" X 94'
D36" X 94"
D42" X 94'
D42" X 94'1D42" X 94'1D42" X
94"
D42" X 94'
D42" X 94' D42" X 94' D42" X 94''D 42 X
1
94'
D42" X 94'
D42" X 94'
D42" X 94"
D42" X 94'
D42" X 94'
D42" X 94'
D42" X 94'
64' -11"
EL
10' -0" ROLLUP
J
EL
10' -0" ROLLUP
LEGEND
EMERGENCY LIGHTING
EL
- EXISTING RACKING PREVIOUSLY
PERMITTED, SIZE AS NOTED
SEPARATE PERMIT
REQU ED FOf'
faectdcti
Fiflurrepkv
IWGas Piping
City of Tukwila
BUILDING DIVISION
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
tT: Rsvisions will require a new plan submittal
and may include additional plan review tees.
FILE COPY
Porn* No I )-- 0 19
pi review approval Is subject to errors and off.
A2 rTI if of construction documents does not authorize
tti . :)ration of any adopted code or off. Receipt
of upproved Field Copy and conditions Is acknowledged:
By , l�
Date: 3 ? / Z
City Of 'Tukwila
BUL )24G DIVISION
REVIEWED FOR
DE COMPLIANCE
APPROVED
MAR 0 5 2012
10UP
L
City of Tukwila
BUILDING DIVISION
KEY PLAN
NOT TO SCALE
EXPIRES 12 -26 -13
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DRAWN BY:
SCALE:
3/32 " =1' -0"
DAM:
10/27/2011
DRAWING NO:
CHECKED BY
SHEET NO.
1
or SHEKTS
A
1/8"
BOTH SIDES TYP.
BRACING CONNECTION DETAIL
RACK TYPE: "N, R"
BRACING CONNECTION DETAIL
RACK TYPE: "D, K"
I-
00
1
SINGLE
3'- 6 "--- -I
N
7' -10"
11/2" ) 1 1
.075 THK--n 1 1/4"
SECT. A -A
RACK TYPE: "B, N, R"
SECT. B -B
RACK TYPE: "N, R"
--
.075 THK -.1-1 11/4"
SECT. A -A
T
1/8" 1" TYP.
SECT. B -B
RACK TYPE: "D, K"
3000 LBS CAPACITY PER LEVEL
2000 LBS CAPACITY PER LEVEL
RACK TYPE "K"
4" BEAM FACE
STANDARD FOOTPLATES
.375 R
CD C
d D 0 D 0 D
2" TYP.
AS NOTED
1-1/4" REF.
❑ ❑ ❑
.531 SQUARE
LM2o
1
3"
1
14GA THK.
7/8"
3"
14GA ASTM A570 GR50
RACK TYPE: "N, R"
.375 R
3"
I
•
1-4-1/4" REF.
❑ ❑ ❑
.531 SQUARE
2" TYP.
AS NOTED
N
SINGLE
5/8" DIA.
2 HOLES
3/8" THK.
14GA THK.
LM15
14GA ASTM A570 GR50
RACK TYPE: "D, K"
1 1 /2 "- I--iAS NOTEDt-
1/2" DIA. 4 HOLES
7/16" UNC X 1" LG
HEX HEAD BOLT & NUT
1 9/16"
7/8"
12GA THK.
ROW SPACER DETAIL
ALL BACK TO BACK ROW TYPES
I-
8
Tom. BASE PLATE DETAIL
(2) -1/2 "0 ANCHOR BOLTS PER BASE PLATE
3 -1/4" EMB., (SEE NOTE NO, 4)
R1/8"
T.
-1 5/8"
3-I-1
LJ-14GA THK.
3/4" I+-
3/8" THK.
1/8"
TYP.
5/8" DIA.
2 HOLES --►�1 1/2"�• --
�3•_
1/2"
BASE PLATE DETAIL
(1) -1/2 "0 ANCHOR BOLTS PER BASE PLATE
3 -1/4" EMB., (SEE NOTE NO.4)
FLOOR ANCHOR DETAIL
SEE NOTES FOR SPECS
ALL RACK TYPES
12" ROWSPACER
3'- 6 "---I
N
7' -10"
f- 7' -10"
RACK DETAILS
SCALE: NTS
r-------AS NOTED
y4"0 SAFETY LOCK
(1000# CAPACITY)
746"0 RIVET
ASTM A576 -90B
HOT - WROUGHT UNS LBC4O
G10100 GRACE C -1010
RACK TYPE: "D, K, N"
AS NOTED
WO SAFETY LOCK
(1000# CAPACITY)
/16 "0 RIVET
ASTM A576 -90B
HOT - WROUGHT UNS
G10100 GRACE C -1010
N
BACK TO BACK
2000 LBS CAPACITY PER LEVEL
1
3000 LBS CAPACITY PER LEVEL
I
3000 LBS CAPACITY PER LEVEL
RACK TYPE "N"
4" BEAM FACE
SEISMIC FOOTPLATES
I
N
2000 LBS CAPACITY PER LEVEL
RACK TYPE "D"
4" BEAM FACE
STANDARD FOOTPLATES
12" ROWSPACER
BACK TO BACK
MIMI
LBC50
RACK TYPE: "R"
12'
3000 LBS CAPACITY PER LEVEL
3000 LBS CAPACITY PER LEVEL
RACK TYPE "R"
5" BEAM FACE
SEISMIC FOOTPLATES
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 2009 EDITION, SECTION 2208.
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 TIE WEDGE TYPE: WEDGE -ALL MDL#
WA50414 (ESR1396) OR STRONG -BOLT MDL# STB50414 (ESR- 1771), SPECIAL
INSPECTION IS REQUIRED.
5. CONCRETE SLAB 6" THICK 3,000 PSI. SOIL BEARING CAPACITY 1,000 PSF.
6. SEE ELEVATIONS FOR STORAGE RACK CAPACITY.
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 (3,000 #1 LEVEL).
STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM
THE VERTICAL OF Y2" 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. WOODEN FURNITURE, AND CERAMIC FIGURES STORED IN. CARBOARD BOXES,
NON - ENCAPSULATED.
4. MAXIMUM BEAM HEIGHT 120" TOP OF BEAM. MAXIMUM STORAGE HEIGHT 12' -0"
TOP OF STORED PRODUCT.
5. APPROXIMATE CEILING HEIGHT 28' -0 ".
EXITING NOTES:
1. EXTERIOR DOORS ARE 3' SWING TYPE WITH LOCKING KNOB WHICH REQUIRES
NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN.
RACK ELEVATIONS
SCALE: ya" = 1' -0"
REVIEWED FOR
' Z1DE COMPLIANCE
• APPROVED
MAR 0 5 2012
City ofTukvAla
BUILDING DIVISION
omr`S4
FEB 2'8 2012
PERMIT CENTER
EXPIRES 12 -26 -13
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DRAWN BY:
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SCALE:
AS SHOWN
DATE:
10/27/2011
DRAWING NO:
CHECKED BY
SHEET NO.
2
OF ;: MEW
VILIMIlak
2009 IBC MEANS OF EGRESS ILLUMINATION
1006.4 Performance of system. Emergency lighting
facilities shall be arranged to provide initial illumination that
is at least an average of 1 foot - candle and a minimum at
any point of 0.1 foot - candle measured along the path of
egress at floor level. Illumination levels shall be permitted to
decline to 0.6 foot - candle at the end of the emergency
lighting time duration. A maximum -to- minimum illumination
uniformity ration of 40 to 1 shall not be exceeded.
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