HomeMy WebLinkAboutPermit D11-315 - INNOVASIAN CUISINE - WINDOW AND PARTITIONINNOVASIANS
18251 CASCADE AV S
SUITE B
Dl 1 -315
City okukwila
•
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Inspection Request Line: 206- 431 -2451
Web site: http: / /www.TukwilaWA.gov
Parcel No.: 7888900150
Address: 18251 CASCADE AV S TUKW
Suite No:
Project Name: INNOVASIANS
DEVELOPMENT PERMIT
Permit Number: D11 -315
Issue Date: 09/29/2011
Permit Expires On: 03/27/2012
Owner:
Name: CASCADE TUKWILA LLC
Address: 7900 SE 28TH ST #200 , MERCER ISLAND WA 98040
Contact Person:
Name: JOE SIMMONS
Address: PO BOX 27089 , SEATTLE WA 98165
Contractor:
Name: JOSEPH S SIMMONS CONST INC
Address: PO BOX 27089 , SEATTLE, WA 98125
Contractor License No: JOSEPSS 153JD
Phone: 206 - 362 -7227
Phone: 206 281 -7227
Expiration Date: 04/12/2013
DESCRIPTION OF WORK:
CUT OUT AND REMOVE CONCRETE PANEL AND INSTALL 5' WIDE X 6' HIGH WINDOW TO MATCH EXISTING. BUILD 15'
LONG OFFICE PARTITION AT EXISTING OFFICE.
Value of Construction: $5,200.00 Fees Collected: $338.46
Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009
Type of Construction: III -B Occupancy per IBC: 0008
Electrical Service Provided by: PUGET SOUND ENERGY
* *continued on next page **
doc: IBC -7/10
D11 -315 Printed: 09 -29 -2011
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant:
Flood Control Zone:
Hauling:
Land Altering:
Landscape Irrigation:
Moving Oversize Load:
N
N
• •
Number: 0 Size (Inches): 0
Start Time:
Volumes: Cut 0 c.y.
Start Time:
Sanitary Side Sewer:
Sewer Main Extension: Private:
Storm Drainage:
Street Use: Profit: N
Water Main Extension: Private:
Water Meter:
Permit Center Authorized Signature:
N
ate:
End Time:
Fill 0 c.y.
End Time:
Public:
Non - Profit: N
Public:
I
I hereby certify that I have read and exami ed this mit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied with, whethe rpecified 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 peripit and agree to the conditions attached
to this pe.y....
Signat" t
Print Name: 0 $ tz/r7 S - ! Nyn
Date:
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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center
(206/431- 3670).
4: 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.
5: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary
sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other
excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of
doc: IBC -7/10
D11 -315 Printed: 09 -29 -2011
this requirement.
•
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: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila
Building Department (206- 431 - 3670).
9: 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.
10: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the
International Building Code and the Washington State Ventilation and Indoor Air Quality Code.
11: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced
to the building structure.
12: ** *FIRE DEPARTMENT CONDITIONS * **
13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
14: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at
one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry
chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1)
15: 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)
16: 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)
17: 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)
18: 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)
19: 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)
20: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle
is engaged from inside the tenant space. (IFC Chapter 10)
21: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the
International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC
1008.1.8.1)
22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
23: Aisles leading to required exits shall be provided from all portions of the building and the required width of the
aisles shall be unobstructed. (IFC 1013.4)
24: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating
and/or adding sprinkler heads. (IFC 901.4)
25: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate
doc: IBC -7/10
D11-315 Printed: 09 -29 -2011
flooring, cutting tables, shelves and overhearnors. (NFPA 13- 8.6.5.3.3)
•
26: All new sprinkler systems and all modifications to existing sprinter systems shall have fire department review and
approval of drawings prior to installation or modification. New sprinlder systems and all modifications to sprinlder
systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer
licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention
Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050).
27: 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)
28: 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)
29: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this
project.
30: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70)
31: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth
in Table No. 803.5 of the International Building Code.
32: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
33: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
34: 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
D11-315 Printed: 09 -29 -2011
CITY OF TUK
Community DevelVient Department
Public Works Department
Permit Center
.6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http: / /www.TukwilaWA.gov
Building Per>I.No. C t-- 3
Mechanical Permit No.
Plumbing/Gas Permit No.
Public Works Permit No.
Project No.
(For office use only)
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
II King Co Assessor's Tax No.: ?// t O OS, g
Floor: 1
Tenant Name: --JJ Iv !) V i'el S 1, '�%IS New Tenant: ❑ Yes ` .. No
Property Owners Name: D AII F nv l a f f' -1 T
Mailing Address: 1 90 0 5 G" 2 5 S 1Yk- i `,14) 1 TG zoo M t flL S. Wi; '4)80'40
Site Address: 1 b 5 1 C,}SC ioe %WE So Suite Number: 13
City State Zip
CONTACT PERSON - who do we contact when your permit is ready to be issued
Name: ...1-0C SIrv1y4DA)-5
Mailing Address:
0
• /
1
Day Telephone: 2o c, ' 36Z` ,7 ZZ- 7
City State Zip
E -Mail Address: But 1 LO -5-0 FS ietimerts. (0 M Fax Number: — 6 3 7 0) ( g
GENERAL CONTRACTOR INFORMATION -
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
�C S e' 1 S Si vv1 rvi Nu3 LG"N S
Company Name: r TOv1",G /'-t u■i �.., jt%
Mailing Address: P O Po o 7;1 OS( q serf 1/1/ - 9 19 6 S
City State Zip
Contact Person: i OCG Si YVI YVI B S Day Telephone: ?-t9 (12 3b Z. 7 22.1
E -Mail Address: L(. t L-450..... %-I D e Si n4 Y1 ieols_ C4)/r) Fax Number:
Contractor Registration Number: Expiration Date:
ARCHITECT OF RECORD - All plans must be stamped by Architect of Record
Company Name: IJ / f
Mailing Address:
City
Contact Person: Day Telephone:
Fax Number:
E -Mail Address:
State
Zip
ENGINEER OF RECORD - All plans must be stamped by Engineer of Record
Company Name: Si-t IA T _ S u
Mailing Address: I. S o3 PEEL ' gvo ,1 0 D betLE1) 0'd i)/ 1 319S-
City State Zip
Contact Person: "t/J M �- 0 Day Telephone: 14 Z 5�--- LK -0 '-' L'0% 5
E -Mail Address: awl N CvM Fax Number: ✓ Il 5 L-10 7 t
H:Wpplications\Porms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc
Revised: May 2011
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Page 1 of 6
BUILDING PERMIT INFORMATION – 206 - 431 -3670
Valuation of Project (contractor's bid ): $ Si .O 0 Existin uilding Valuation: $ 'Z I 7ri E Oct)
Scope of Work (please provide detailed information): C (',T- 014 T RtW t) 1✓ 6- C&.) C /tt rt
Pk.) 0 t N 5 iVhvt_.- It') 1 Y (o1 Vi 16-0 1 A 0,3ob l.J rml-T
( ST` P) u L L D 1 WeJG— e FtPi. Le / lY2-71 7OA)
6..(S, ,
Will there be new rack storage? ❑ ....Yes
.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:
IfSprinklers ❑ 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:\Applications\Forns- Applications On Line12010 Applications17 -2010 - Permit Application.doc
Revised: May 201 1
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Page 2 of 6
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1" Floor
I Li i X1
15051
49-
—e—
.Ijj - 0
g- z
rd 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:
IfSprinklers ❑ 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:\Applications\Forns- Applications On Line12010 Applications17 -2010 - Permit Application.doc
Revised: May 201 1
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Page 2 of 6
al 1
PERMIT APPLICATION NOTES — *cable to all permits in this application •
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
Building and Mechanical Permit
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).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing 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 R OR AUTHO ZED AGENT:
Signatur ZVA,
Print Name: S eP✓( S , S v-
Mailing Address: Y 0 1504 7:708°1
5614-
Date: ct /74)
Day Telephone: o 362 1127
w� `M / 6S _
City
State
Zip
IDate Application Accepted: 9 i I Date Application Expires: '20_2_1.. r Staff Initials:
H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc
Revised: May 2011
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%
I
Page 6 of 6
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.: 7888900150
Address: 18251 CASCADE AV S TUKW
Suite No:
Applicant: INNOVASIANS
RECEIPT
Permit Number: D11 -315
Status: • PENDING
Applied Date: 09/21/2011
Issue Date:
Receipt No.: R11 -02066
Payment Amount: $338.46
Initials: WER Payment Date: 09/21/2011 10:32 AM
User ID: 1655 Balance: $0.00
Payee: JOSEPH SIMMONS
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 039765
ACCOUNT ITEM LIST:
Description
338.46
Account Code Current Pmts
BUILDING - NONRES
PLAN CHECK - NONRES
STATE BUILDING SURCHARGE
000.322.100
000.345.830
640.237.114
Total: $338.46
202.40
131.56
4.50
doc: Receiot -06 Printed: 09 -21 -2011
`;`INSPECTION RECORD •
'Retain a copy with permit
• INSPECTION NO.. ' PERMIT NO.
::. • CITY OF TUKWILA BUILDING DIVISION
6300 Southceriter,BIvd., #100, Tukwila. WA 98188 1e-. (206) 431 -3670
Permit lnspectiori Request Line (206) 431 -2451
till -3t�
•
•
s
•
•
•
Project:
•'.r..:N rJd Li IS.51, IPi t4 S
Type of Inspection:
r~i N/AL
Address: /�
'. t a, ..r-r' 1 ..01tlsl.
A
A
Date Called:
L
Special Instructions:. '
Date Wanted: : Cm: ( `I 't 2
Requester:
Phone No:
L4 2S -2 S ( -3 7C.YQx i U
s
;proved per applicable codes.
COMMENTS:
Corrections required prior to approval.
�f`r►'r'6�,n� \F /r 14 L.-
d-
SPECTION FEE ' QUIRED jPrior to next inspection, fee must be
at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
Date: /44lZ�-
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 it. (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
Project:
1 AN0�iA-S k-�S
Type of Inspectio
P. /vki .BUi k0.1e
Addresses
1FCr_1 CA -e-se
Date Called:
Special Instructions:
Date Wanted:. e"-:. a.nr
H — 4 -- if P.m-
Requester:
Phone No
2 3 -' 4g -z7Sg
Approved per applicable codes.
-Corrections required prior to approval.
COMMENTS:
I .
(I J E e CST tk +t4
91/ 0M 1 -k -
1.I
k- ¢
�L
-c +¢. y
,p
/ 'C
Inspe
REIN
pai
(Date:
I I I ^C'' i%
PECTION FEE REQU)RED. Prio to next inspection. fee must be
at 6300 Southcenter Blvd.. Suite 00. Call to schedule reinspection.
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
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:
-i- J..)Id0JAS4AN4S
Type of Inspectio
"PNj .J, la A6
Address: /
t 82_S ( ( hS CA --Ot-
Date Called:
Special Instructions:
Date Wanted:.
I( --7 -i(
/' `a.
riw.
Requester:
Phone No
- 11_S-3 =911- X - 2"76
ElApproved per applicable codes.
!corrections required prior to approval.
1
COMMENTS:
p ire
r
Inspector:
'Date: 1(- 7;
ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
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: _
ZVA%11/4S119AJ S
Type of Inspection:
Fl? 4 109.ZA/ 4.
Address:
/802-51Z (74.92/10e /iv
Date Called:
S
Special Instructions:
Date Wanted:.
/0 -.2 7-/
/
a.m:
p.m.
Requester:
Phone No:
,251? -5'
-2785
pproved per applicable codes. a- Corrections required prior to approval.
COMMENTS:
rpecto
Date: f
�1 /D -z7 —/
Ep. Prior to next inspection, fee must b
R51 SPECTION FEE QUIRE, p be
paid at 6300 Southcent r Blvd., Suite 100. Call to schedule reinspection.
2_
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
— .31
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407
4.)
Project: X r,,, gove. .4,-0 of 1
Type of Inspection:
Sprinklers:
Address: l S Z SI CJ- AV s•
Suite #:
Contact Person:
f
Special Instructions:
Phone No.:
g? s3, Li k
Z7 e,
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
4.// 74704 0-gicwi
Needs Shift Inspection:
41,13
Sprinklers:
Hrs.:
Fire Alarm:
- •
Hood & Duct:
i 1 -
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
41,13
Date: Nei*
Hrs.:
/
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
t e City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
1 State: 1 Zip:
Word /Inspection Record Form.Doc
6/11/10
T.F.D. Form F.P. 113
,`.V.I`. • .y 1`•+. ;2 -_ -O • -..
INSPECTION NUMBER NUMBER
� Irc -"m. 'r' "_'; • fig,.
INSPECTION RECORD
Retain a copy with permit
r
Di / -3i s'
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407
Project;_
-10»O L55Cls
Type of Inspection:
srkzc tr i sy
p
Address: / Ai C-41coiv_ A' S.
Suite #: _
Contact Person:
6ovv 1 Go -et z
Special Instructions:
Phone No.:
VApproved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Sprinklers:
Fire Alarm:
Hood & Duct:
$peic F, -a 1 O K
Pre- Fire:
Permits:
Occupancy Type: . .
(
/
Alb Sr"; k(e6- (.vO,.Gt w 4 5
vc
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre- Fire:
Permits:
Occupancy Type: . .
Inspector:
/4 14/1 c t f
Date:
10-
)
7_'
(
Hrs.:
(
/
• .q
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice/from
the City of Tukwila Finance Department. CaII to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:.
1 State: 1 Zip:
Word /Inspection Record Form.Doc
a
6/11/10
T.F.D. Form F.P. 113
MOW IN
SHUTLER
CONSULTING
ENGINEERS Inc.
12503 Bel —Red Road, Suite 100
Bellevue, Washington 98005
(425)450 -4075 FAX: (425)450 -4076
R VIE� N D FOR
CODE COMPNCEN
APPROVED
SEP 2, g 2011
City uiWi^3
BOLDING
pirlimrditft 10,
gm INNOVASIANS CUISINE
Tukwila, Washington
SHEET NO SKS -2
CALCULATED BY J H
SCALE 1 /8 " =l' -0"
LE COPY
OF
DATE 9 -15 -11
Job No. 09 -01.39
TES: EXISTING CONCRETE, f'c= 3000psi
EXISTING REBAR, fy= 60,000psi
20' -0"
19' -0"
EXISTING
CONCRETE
SLAB —�
(E) #4
16 "o.c. EACH
WAY (TYP)
(E)
3' -0"
DOOR
OPNG.
Z
�IF
14' -6"
16' -6"
2' -6'1 2' -6"
5' -0"
NEW
SAW CUT
OPENING
DO NOT OVER CUT
CORNERS
[14' —31 4*
0' -0"
PARTIAL EXISTING P.C. WALL ELEVATION
(5'h" THICK PANELS w /Y." REVEAL)
bW3l5
RECEIVED
SEP 2120»
PERMIT CENTER
Milk III
NW a
SHUTLER
CONSULTING
ENGINEERS,, INC
12503 Bel-Red Rd., Suite 100
Bellevue, WA 98005
(425) 450 -4075
FAX (425) 450 -4076
JOB - 6(1-4 WO'? 403
SHEET NO d �I
CALCULATED BY Qj
DATE / J /51-1/
SCALE
OF
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MUIR COR9J1TING EN3INE:Y.6 jobillP0.0s4s _
Structural Engineers Sheet
12503 Bel-Red Rod, Suite 100 cyf
Bellevue, Washington 913005 Calculate:4
(425) 45-4075 Date 09(.15/7011
00* TILT LP WALL DESIGN *****
(Considering P-Delta effects per Section 14.8 of ACI 318-05';
Tilt- wail design program, version 1.0, latest revision 7-15-10
Description Panel check with new window Page I
MU ALM:EU STFfSSES AHD rESION CRITERIA *****
f'c of concrete = 3000.00 psi
FY of steel = 0)00.00 psi
Basic wind speed 85 MPH
Zone of building (zone 4 . typ. wall, zone 5 corner 4
Wind exposure catagcry ( B, C or D )
Lamda based cm a MEW roof height = 20.00 feet
Het design wind pressure based on a caic. trib area = 280,.00 sci ft.
Wind importance factor 1.00
Wind load ( p = Lamda * Iw * P net 30 ) - 12.20 osf.
(p = 1.00 * 1.00 * -12.20)
Seismic importance factor 1.00
Site class (A, B, C, D, or E) ---> D
Seismic load, Fp = .4 * Scis * Ip * Wp, 0.1 Wp (min) = 25.47 psf.
Fa = 1.00, Ss . 139%, Sms = 1.39, Sds = 0.93
Ev = 0.2 * Sds * Ip * D
Maximm allowed overstress
Wall thickness for weight calculations
Wall thideness for design calculations
Parapet height, height of wall above roof.
Design height, distance between floor and roof.
Fixity coefficient
Tributary width for design loads
Uniform dead load on design section
Uniform live load co design section
Concentrated dead load on design section
Concentrated live load en design section
itkiditional wt. applied to wall. ( ie. Stucco. )
Eccentricity, dist from center of wall to load
Depth to centroid of steel
Weight of wall
Weight of wall on design section
Total design load on design section
Steel ratio ( As / ( b * d )) = 0.0043
7bdolus of rupture (7.5 * (f't1".5)) 410.79 psi.
Modulus of elasticity. ( Concrete ) = 3122.0'2 ksd.
. Es / = 9:29
Lrackino Mem)t 268.79 in.4.
Delta Cracked 0.16 111,N
- 0.190
0.06 %
5.50 inches
4.75 inches 1'
0.00 feet
• 14.00 feet
• 1.00
• 20.00 feet
0 / ft.
500.1)) # / ft.
- 0.00 lbs.
0.00 lbs.
0.00 psf.
4.50 inches
2.37 inchom,v
68:J5 psf.
= 9625.00 lbs
= 25025.00 lhs.
pb-z.
( • 00
-
*400*****V43** IESIGH SUIVIRY ***************
Ultimate load capacity has Nee() met for all load cases, ( Mu ...:: Phi * Mh ).
Service load deflection is less than design ht./150 . 1,12 in. for all cases,
Wall is tension controled for all load cases, minimum steel strain 15 0.0147.
Maximm axial stress ( 4204 . psi, ) is less than .06 ** f'c 10.00 esi,
si <34 t-.4
<1411-
47416-1'
soxo /061)c-iv.
A.0 tit-
/t).
MAILER CatAJLTINti ENGINEERS Job Innovasians
Structural Engineers Sheet no.
2503 Bel-Red Bel --Red Road, C+_ute 100 of ---_____.._ _
Bellevue, Washingtcra 98005 Calculated by
(425) 4504075 Date (/?/15J2011
Description Panel check with new windy) Page 2
10 Number 4 Fairs
;*es� lts sham are for 174.00 inch wide section.
CASE I -A U = 1.4i: 8 Roof ( M = Fle - No F/Deflecti± . ) ;
1 keh
' Service Defl. = N.A. in i"tii = 7.80 in-k ; al I '�',
tir Al ; Ultimate Defl,= I.A. in. Phi x t'h = 257.19 in-k ; 4
aV {7 %
CASE I -B U = 1.4D t Mill -ht. (I=.5*F*e + F#Deflectian.)
a +
&Tyke Defl. _ 0.01 in. MFG 27.1:' in-6
Ultimate Defl.= 0.38 in Phi `x l'h - 22.29 in-+:
{ 1
CASE U=( 1.2D + 1.62 + 0.5(Lr or S)) ea Roof (110 -- No P*Delta.);
N.A. �i�
.A
.A. in. _ 547.90 in-k
NA. ;
. in. Phi * Mn - 264.31 in-k
; Service Defl.
Ultimate Defl.=
CABE II -B U = 1.20 + 1.62 + 0.5(Lr or S) @ Mid- ht.(M =.54E e + F*Delta.)
; Service Defl. = 0.02 in. MU = 40.76 in -k
; Ultimate Defl.= 0.56 in Phi Mn - 285.75 in -k
; CASE I U = 1.2D + 1.6(Lr or 8) + 0. d
a ,
; Service Deft. = 0.05 in. Mu = 200.66 in-+.
Ultimate Defl.= 2.62 in. FtLi 4 Mh - 305,93 in --k:
; CASE IV U = 1.2D + 1.64 + fit + 0.5(Lr or S)
. Service Defl.. = 0.05 in. Mu = x:11.17 in -•3
Ultimate Mi.= 2.91 in. Phi * Ili _ 285.75 in - +.
, CASE U =1.2D- '1.0ETf1 +a2$A5 (f2 = 0.2)
SErvice Dell. = 0.0 in. Mu = 256.28 in-k
Ultimata: Defl.= 3.53 in. Phi * Mh - 285.56 in-k
E a 90 ' a
C } +�.. Vi U = 3.�1� + 1, {:?at !�o Live Load.
Service Dell. = 0.05 in. Mb - 159.26 in-k4
Ultimate Dell.= 2.30 in. Phi * MO = 267.78 in-i{:
CASE VII U= 0.910 -1.C€ No Live Load,
Service Defl. = 0.07 in. Mu = 190.64 in -Y.
Ultimate Defl.= 2.80 in. Phi.:* Mn = 262.38 in-k. 1:
SHUTLER
CONSULTING
ENGINEERS, INC
12503 Bel -Red Rd., Suite 100
Bellevue, WA 98005
(425) 450 -4075
FAX (425) 450 -4076
JOB W e'V/Q 11' ' 0 //,xv,
SHEET NO OF
CALCULATED BY 6"n-ki
DATE 9—IOW
SCALE
Conterminous 48 States
2009 International Building Code
Latitude = 47.44
Longitude = - 122.25
Spectral Response Accelerations Ss and S1
Ss and S1 = Mapped Spectral Acceleration Values
Site Class B - Fa = 1.0 ,Fv = 1.0
Data are based on a 0.05 deg grid spacing
Period Sa
(sec) (g)
0.2 1.389 (Ss, Site Class B)
1.0 0.475 (S1, Site Class B)
Conterminous 48 States
2009 International Building Code
Latitude = 47.44
Longitude = - 122.25
Spectral Response Accelerations SMs and SM1
SMs = Fa x Ss and SM1 = Fv x S1
Site Class D - Fa = 1.0 ,Fv = 1.525
Period Sa
(sec) (g)
0.2 1.389 (SMs, Site Class D)
1.0 0.724 (SM1, Site Class D)
Conterminous 48 States
2009 International Building Code
Latitude = 47.44
Longitude = - 122.25
Design Spectral Response Accelerations SDs and SD1
SDs = 2/3 x SMs and SD1 = 2/3 x SM1
Site Class D - Fa = 1.0 ,Fv = 1.525
Period Sa
(sec) (g)
0.2 0.926 (SDs, Site Class D)
1.0 0.482 (SD1, Site Class D)
a O •
PLAN REVIEW /R s TING SLIP
ACTIVITY NUMBER: D11 -315 DATE: 09 -21 -11
PROJECT NAME: INNOVASIANS
SITE ADDRESS: 18251 CASCADE AV S - SUITE B
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTM NTS: �I
Bu Divdsion�
o ks
�u is
Ire Prevention Planning Division
Structural
n Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Incomplete
n
DUE DATE: 09-22-11
Not Applicable
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route Structural Review Required
REVIEWER'S I TIALS:
❑ No further Review Required
DATE:
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions
DUE DATE: 10-20-11
Not Approved (attach comments) n
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents/routing slip.doc
2 -28 -02
Contractors or Tradespeople lir 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 JOSEPH S SIMMONS CONST INC UBI No. 600570934
Phone 2063627227 Status Active
Address Po Box 27089 License No. JOSEPSS153JD
Suite /Apt. License Type Construction Contractor
City Seattle Effective Date 4/4/1985
State WA Expiration Date 4/12/2013
Zip 98125 Suspend Date
County King Specialty 1 General
Business Type Corporation Specialty 2 Unused
Parent Company
Business Owner Information
Name
Role
Effective Date
Expiration Date
SIMMONS, JOSEPH SANFORD
President
04/04/1985
Bond Amount
SIMMONS, SUSAN 5
Secretary
04 /04/1985
6429480
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
9
FIRST NATIONAL INS
CO OF AM
6429480
04/07/2007
Until Cancelled
$12,000.00
03/21/2007
8
TRAVELERS CAS &
STY CO OF AMER
KC3534
04/04/2005
Until Cancelled
04/19/2007
$12,000.0001/10
/2005
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
22
Interstate Fire
& Cas Co
sg11002268
04/04/2010
04/04/2012
$1,000,000.00
04/01/2011
21
INTERSTATE
FIRE a CAS CO
SGL1001159
04/04/2008
04/04/2010
$1,000,000.00
03/31/2009
20
INTERSTATE
NORTHWEST
INS
SGL1000513
04/04/2007
04/04/2008
$1,000,000.0004
/12/2007
19
INTERSTATE
FIRE &CAS
FMIL2649117
04/04/2007
04/04/2008
$1,000,000.00
04 /03/2007
18
FIRST MERCURY
INS CO
FMIL00049301
04/04/2006
04/04/2007
$1,000,000.00
04/03/2006
17
FIRST MERCURY
INS CO
FM1000493
04/04/2005
04/04/2006
$1,000,000.00
11/30/2005
16
FIRST MERCURY
INS CO
FMI12229994
04/04/2005
04/04/2006
$1,000,000.00
04/01/2005
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
09/29/2011
FILE COPY
Mr) review approval Is to wars and z ' # a nt
Approval of construction documents does not authorize
th . violation of and • - coda or ordinance. Receipt
01 .',gym a , ' cp^ nF� ± a•a t
'
q,2,9_11
City a�n,��a
BUILDING DIVISION
101-o" WIPE
UTILI17' EM
5v' r- lea, -rr
per"
IrtgeOW4tfT6g:9--1.(K.
tio
EVf iEWED FOR
CODE COMPLIANCE
APPROVED
SEP 2 8 2011
i
4.
.4.14A4.--r 44.G. 'IgAsMP
SEPARATE PERMIT
REQUIRED FOR:
Mechanical
Electrical
Plumbing
Gas Piping
City of Tukwila
BUIi_!NO DIVISION
rte t 0.4 n-A3 0
r r,U`f tot-9
36c,a2S
L_ ems
1L1t+3
;2(M)NIr
Pt - 1 s r . P- A(\)
PC — 2_ For_. Pub
s'
Q r
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
P) E: Revisions will require a new plan submitt ..l
and may include additional plan review fees.
V I G 1 vJ &AP
PROJECT INFORMATION
MOIR
PROPERTY ADDRESS:
SCOPE OF WORK:
LEGAL
DESCRIPTION:
•
5/.
T
182518 Co,sC4tor AVENUE SOUTH
TUKWILA, WASHINGTON .98188 -4722
au (-d D FFI cf Prrz -i r -1) DO rU c X 'G-
C�2i fl /VT- - �� t Sr '�. o i'►i 1 C e A-a.. 4 ► C, L•t
CONG, l�. oP cr S-' Pe x (O r +4 IG-y1
That portion of Lots 23 and 24 as shown on the Short I
recorded under King County Recording No. 7905011098,
Boundary Line Adjustment No. 81- 29 —BLA, according to 1
recorded under King County Recording No. 8111050568, c
particularly describing as follows:
Beginning at a point on the northeasterly right —of —way lir
Drive as shown on said Plat, distant thereon S78'36' 10 1
from the southwesterly comer of said Lot 23; thence fror
OF BEGINNING N11'23 50 "E 430.27 feet to a point on the
said Lot 23; thence along the boundary of said LOTS 23
following courses: $29'38 00 1 66.11 feet; thence S25'20'(
feet; thence S23'04'00 1E 99.00 feet; thence S24'51'0O "E
Thence S44'29'00 "E 4.68 feet; thence Si 1'23'fo"W 147.37
northeasterly right —of —way line of said Riverside Drive; The
northeasterly right —of —way line from a tangent that bears
along the arc of a curve to the left having a radius of 1
a central angle of 2702'00 ", an arc length of 51..90 feel
tangent to the preceding curve N78'36'10"W 172.24 feet t
POINT OF BEGINNING.
D11 -315
q
RECEIVED
SEP 212011
PEWIT PEMTER
{ MAIN ENTRANCE-
( EXISTING
R÷EFFIC
pprr.1
I SOX r4(
fti4
wico
pito
10-001--
7- —1
1 1 1 1
L L L _J
11-
OFFICE
J
11
ELECTRICAL
ROOM II
II "
ziN
Il
)FFICE OFFICE
Q
JANITORS
111111
INSPECTORS
woie2,)‘-. S Tr) pry
SAYBOLT LABS
5.4tirCv
OFFtcq.
-A-
otarc cf--
r-
L
J
459
12'
NOTE: IF DRAWING SHEET IS NOT 24" X 36" THEN DRAWING IS NOT TO SCALE
4'-6'
PAIR 3'
DOOR
• e`
EXISTING EXIT 1)
PROVIDE 2X4 TO SPAN JOISTS
REVIEWED
CODE COMPLIANCE
APPROVED
SEP 28 2011
City of Tukwila
BUILDING DIVISION
\\
\ \--MIA Ptt CEILING Aft9 GR19 TO MINN
TO SUPPORT
TOP RUNNER STUD SCREWED TO NEW lin STUD
ARK AC PNL GRID. PROVIDE DIAGONk BRACING
----- TO STRUCTURE MOVE AT 4e OC, ALTERNATING DIRECTIONS
1 1/2' LONG SIMPSON PDPIVI-150 POWDER
ACTUATED FASTENERS WITH 1 DIAN.
WASHERS AT 36 Oo, Vp, ALL NEW WALLS.
ONLY AMR SLAB HAS BE VERIFIED NON-POST TENSION.
(OR P,T. WOOD STUD 111141 3 1/2' POWDER DRIVEN FASTED
ICH SME 11 DIAL WASHEli AT 36" OC.)
EXISTING EXIT
-- EXIST. e CONC. SLAB
0 &Mt ler et-
NOUAS( fti\J 122o
:FLOO& PL�4 p‘
t)11--315-
r