HomeMy WebLinkAboutPermit D06-369 - Best Western - FrontageBESTWESTERN
15901 WEST VALLEY HY
D06 -369
Value of Construction: $173,000.00
Type of Fire Protection:
Type of Construction:
City dr'Tukwila
Parcel No.: 0005800030
Address: 15901 WEST VALLEY HY TUKW
Suite No:
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: ci.tukwila.wa.us
Tenant:
Name: BEST WESTERN
Address: 15901 WEST VALLY HY, TUKW ILA WA
DEVELOPMENT PERMIT
Owner:
Name: LIU SHUH -WEN +KIN -LUAN CHEN
Address' NENDELS SOUTHCENTER, 15901 W VALLEY, TUKWILA WA 98188
Phone:
Contact Person:
Name: SOOZEE KIM
Address: 16212 BOTHELL EVERETT HY, F271, MILL CREEK WA, 98012
Phone: 253 970 -9565
"continued on next page"
Permit Number: D06 -369
Issue Date: 10/18/2006
Permit Expires On: 04/16/2007
Contractor:
Name: DELTA WORLD LLC
Address: 16212 BOTHELL EVERETT HWY F 271, MILL CREEK WA 98012
Phone: 425 835 -0002
Contractor License No: DELTAWL941BR Expiration Date:02 /28/2008
Steven M. Mullet, Mayor
Steve Lancaster, Director
DESCRIPTION OF WORK:
NEW FACE FOR FRONT OF BUILDING, STUCCO FINISH, NEW PAINTING, WINDOWS, NEW SIDEWALK, AND NEW ROOFTO
ENCLOSURE.
Fees Collected: $4,023.19
International Building Code Edition: 2003
Occupancy per IBC: 0020
doc: IBC - PERMIT D06 -369 Printed: 10-18 -2006
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:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Permit Center Authorized Signature:,
I hereby certify that I have read and
ordinances governing this work will b
Print Name:
doc: IBC - PERMIT
City isiti Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 - 3670
Fax: 206 - 431 - 3665
Web site: cttukwila.wa.us
N
N
N
Permit Number: D06 -369
Issue Date: 10/1812006
Permit Expires On: 04/16/2007
Number: 0 Size (Inches): 0
Start Time: End Time:
Volumes: Cut 0 c.y. Fill 0 c.y.
Start Time: End Time:
Private: Public:
Profit: N Non - Profit: N
Private: Public:
Steven M. Mullet, Mayor
Steve Lancaster, Director
Date: ID( 1
is permit and know the same to be true and correct. All provisions of law and
with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws
regulating construction or the performance of work. I am authorized to sign and obtain this development permit.
Signature: , Date: In It j - (d "j
—
SCIZEr
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.
006 -369 Printed: 10-18 -2006
Cr/ 10 : :TO; -. -;\ :ENT
OEPT.OFG.::'.: :.i1 C
6300 £.,U ([ „ " D.
TUKVAL.A, VIA h • .3
PERMIT CONDITIONS
Parcel No.: 0005800030 Permit Number: D06 -369
Address: 15901 WEST VALLEY HY TUKW Status: ISSUED
Suite No: Applied Date: 10/03/2006
Tenant: BEST WESTERN Issue Date: 10/18/2006
1: ***BUILDING DEPARTMENT CONDITIONS***
PERMIT CENTER
2: 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.
3: 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.
4: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department
of Labor and Industries (206/248- 6630).
5: 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.
6: ***FIRE DEPARTMENT CONDITIONS***
7: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
8: 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)
9: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and
approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler
systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk
Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to
the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050)
10: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means
of egress is occupied. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the
floor level. The power supply for the means of egress illumination shall normally be provided by the premise's
electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less
than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2,
1006.3)
11: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator
shafts, top of stairwells, etc. (NFPA 72- 5.5.2.1)
12: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may
require relocating and /or adding automatic fire detectors.
doe: Conditions
D06 -369 Printed: 10 -18 -2006
CIO' O:TO; 7 "A
DEPT. OF CC :... -
iYC.:�. ^ 2 7 .:IT
6300 C ,UfFI: 4iL2CLVD.
TUKWILA, WA 93188
PERMIT CENTER
13: 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)
14: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire
Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC
104.2)
15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
16: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
17: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
18: ***PLANNING DIVISION***
19: The City is NOT approving the removal of any trees within the shoreline zone under this permit. If the applicant wishes
to remove trees, a tree clearing permit will be required by the Department of Community Development.
doc: Conditions
* *continued on next page**
006 -369 Printed: 10 -18 -2006
6i W ,JiIIJ.JdiLkL
TUKWILA. WA 98188
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws
regulating construction or the performance of work.
Signature:
Print Name: OVZ < Wm
`, PERMIT CENTER
Date: \'O A ( o — 6
doc: Conditions D06 -369 Printed: 10-1 8-2006
SITE LOCATION
TION
Company Name: VITA_ 1l,30vtok (' C
Mailing Address: ( A i "Ertk rest-* Wot t
Contact Person: cat I. Pee
E -Mail Address: bXI p4c,%% 6 COka
Contractor Registration Number: trt 'AL0 L 943 BP-
Company Name: - 412y c
Mailing Address: 'SO 44-h /'t'le S
Contact Person:
E -Mail Address: '
Company Name:
Mailing Address:
CITY OF TUKWILA
Community Developmercw)epartment
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http: / /www. c i. t ukwi l a. wa. us
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'•
-r—Ate,nytt A-6604—
King Co Assessor's Tax No.: Circle - 00
Site Address: t l)1 V) V G J1e 41- �UI) C Loehr ,4 Nmber:
Tenant Name: V `i`C i t New Tenant:
Property Owners Name: yr,rt9- c'14-0 •
Mailing Address: ttint si V11.1.1--
Sent P �1JT cri��R' -
ty State
Floor:
....Yes El ..No
CONTACT PERSON = who do we contact when your permit is ready
be liiaed
Name: :source vi. l Day Telephone: 2. - a ✓ -c i9D "1-.
Mailing Address: thala en .he(% A 1- F711 MVl (tact (ifS- /eel �.
City State Zip
E -Mail Address: t rTPrDO f TlO MOt$i- t t•tc - 1 - Fax Number:
. GENERAL CONTRACTOR INFORMATION - • -
;. (Contractor Information' for Mechanical (pg 4).for Plumbing and Gas Piping (pg 5))
M2U C P t — e k c w i - cj t t
City State Zip
Day Telephone: 2bS - 97o -` it
Fax Number:
Expiration Date
1 ARCIIITECTOF RECORD All plans must be wet stamped by Architect of Recoil
(.JA 9 R l3 q
City State
Zip
Day Telephone: D. mec / ,
Fax Number: Zob- - 9 3
ENGINEER OF RECORD - All plans must be wet stamped by Engineer otRecord
State
Zip
Zip
City
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Q:UppliationsWo,ms- Appliations On Lin63.2006 - Permit Appliation.doe
Revised. 9-2006
bh
Page 1 of 6
�, ti
' a
E
s
lnterlorRemodel,
Addttton Io
xisaag
.. „Structure .
`
n
f j t
i
"ype of
C,onstru riper
Ili ."
!, ' ge of
Occupancy
;IEC
Basemeut
Armory Sun
x "•,''' Y ��i �vW �' fk$y F4 l+f'Pf°X
_
h Attached Garage
httacted C x 4 i
t Detached prt ° ! F i
Covered ek' s'" t ! iy
Uncovered Deck t rt
Valuation of Project (contractor's bid price): $ I1 , 0 .. _ , __ _ Existing Building Valuation: $
Scope of Work (please provide detailed information):
pta r-e �,r Ftten tzl.,l lot ;i cco P n7 t 5'11-
• —
Will there be new rack storage? ❑.... Yes
p2 ostlY -
Number of Parking Stalls Provided: Standard:
Q:Upplicetiotu\Fonms- Application On Line V -2006 - Permit Applicationdoc
Revised: 9 -2006
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w
4.. No If yes, a separate permit and plan submittal will be required.
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.
Compact: Handicap:
Will there be a change in use? ❑ Yes ❑ No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
g Sprinklers g 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.
Page 2 of 6
Fixture Type:
Qty
Fixture Type:
Qty
Fixture Type:
Qty
Fixture Type: `
Qty
Bathtub or combination
bath/shower
Drinking fountain or water
cooler (per head)
Wash fountain
Gas piping outlets
Bidet
Food -waste grinder,
commercial
Receptor, indirect
waste
Clothes washer, domestic
Floor drain
Sinks
Dental unit, cuspidor
Shower, single head trap
Urinals
Dishwasher, domestic,
with independent drain
Lavatory
Water Closet
Building sewer or trailer
park sewer
Rain water system — per
drain (inside building)
Water heater and/or
vent
Additional medical gas
inlets/outlets — six or more
Industrial waste
pretreatment interceptor,
including its trap and vent,
except for kitchen type
grease interceptors
Repair or alteration of water
piping and/or water treating
equipment
Repair or alteration
of drainage or vent
piping
Medical gas piping system
serving one to five
inlets/outlets for specific gas
PLUMBING AND GAS PIPING °ERMIT INFORMATION - 2064311 - ;
PLUMBING AND GAS PIPING CONTRACTOR INFORMATION
Company Name:
Mailing Address:
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Contractor Registration Number: Expiration Date:
s
Valuation of Plumbing work (contractor's bid price): $
Valuation of Gas Piping work (contractor's bid price): $
Scope of Work (please provide detailed information):
Building Use (per Int'I Building Code):
Occupancy (per Int'I Building Code):
Utility Purveyor: Water: Sewer:
Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quan ity below:
Q:tApplicetknaonn - Application On LineU -2006 - Permit Application doc
Reviled: 9-2006
bit
Page 5 of 6
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 OWNER OR _ HORIZED AGENT:
Signature:
Mailing Address:
Print Name:
I Date Application Accepted:
Q. Applications\Fmms- Applications On Line\3 -2006 - Permit Appliation.doc
Revised: 9-2006
bh
City
Date:
Day Telephone. r)0
State
Zip
Date Application Expires:
to-1fiO
Staff Initials:
Page 6 of 6
Payee:
ACCOUNT ITEM LIST:
Description
Current Pmts
City of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Parcel No.: 0005800030 Permit Number: D06 -369
Address: 15901 WEST VALLEY HY TUKW Status: APPROVED
Suite No: Applied Date: 10/03/2006
Applicant: BEST WESTERN Issue Date:
Receipt No.: R06 -01671 Payment Amount: 2,193.10
Initials: JEM Payment Date: 10/18/2006 02:42 PM
User ID: 1165 Balance: 50.00
.as BANE( li e jUb Iu
TRANSACTION LIST:
Type Method Description
Amount
Payment Check 50364851 2,193.10
BUILDING - NONRES
PW PERMIT /INSPECTION FEE
STATE BUILDING SURCHARGE
RECEIPT
Account Code
000/322.100
000/342.400
000/386.904
1,738.60
450.00
4.50
Total: 2,193.10
0860 10/18 9716 TOTAL 2193.10
doc: Receipt Printed: 10-18 -2006
ACCOUNT ITEM LIST:
Description
Current Pmts
City of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Parcel No.: 0005800030 Permit Number: D06 -369
Address' 15901 WEST VALLEY HY TUKW Status: PENDING
Suite No: Applied Date: 10/03/2006
Applicant: BEST WESTERN Issue Date:
Receipt No.: R06 -01552 Payment Amount: 1,830.09
Initials: JEM Payment Date: 10/03/2006 11:32 AM
User ID: 1165 Balance: 52,193.10
Payee: DELTA WORLD, LLC
TRANSACTION LIST:
Type Method Description
Amount
Payment Check 7126 1,830.09
PLAN CHECK - NONRES
PW BASE APPLICATION FEE
PW PLAN REVIEW
RECEIPT
Account Code
000/345.830
000/322.100
000/345.830
1,130.09
250.00
450.00
Total: 1,830.09
0344 10/03 9716 TOTAL 1830.09
doc: Receipt Printed: 10 -03 -2006
Projec k
19, W ✓ilk
Type of Inspection:
/ - . / n/.7
Address:
/57 /( /,5 109 // may
Date Called:
/lt
Special Instructions: /
Date Wraht5dz�
c f > / — e C7
Ca
Vim.
Requester:
'2OL ,, — g5/ S
INSPE ION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., E 00, Tukwila, WA 98188
v0‘-
pproved per applicable codes. ❑ Corrections required prior to approval.
COMMENTS:
,de° K r / . U*9 /
.00 REINSPECTIONIFEE REQUIR Prior to inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection.
'Receipt No.:
'Date:
COMMENTS:
i ) /& &rl // --SA,-,414r,?, _. /-2/7/7!✓c/
Type of Inspection:
elx7/. GJ�i /e�
:2 2 FP An u /rtf, — r7/9"//✓Y
11/9
__ J f -. 61 /7dh rtf r 4 fr i p 7 to
Date Called:
/c
-5
Special Instructions:
Date WantJed: G.rtk
/
c — / " c7 p.m.
Requester:
Project:
6 -5 -/ CJisli�n/
Type of Inspection:
elx7/. GJ�i /e�
Address:
A..5 0 / 4-2.3
11/9
/. y pi
Date Called:
/c
-5
Special Instructions:
Date WantJed: G.rtk
/
c — / " c7 p.m.
Requester:
Phone No
2o 6- 3°r -Y� /S
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
ED Approved per applicable codes.
ctor:
El Corrections required prior to approval.
Date:
/ 7 ' / - 0'
$58.00 REINSPECT! CIN FEE REQUIRED. Prior o inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection.
(Receipt No.:
'Date:
(206)431 -3
Proje t:
gi x°5 11 Oti ° stt°rn/
Type of Inspection:
pxi. CJ.I// del A PA
Address:
iSSo/ wets] (J,9 / /ft.
Date Called:
Special Instructions:
Date Wanted:
/7-
a.m.
p.
Requester:
Phone No:
7
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERM
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3
Approved per applicable codes.
/JO -y(29
Corrections required prior to approval.
COMMENTS:
7 ; ) 5 7 2' ; F o / L/4- lie" s1 e -ells
O 6 Ot i /fin / t ) /. w dy/ - ��?
58.00 REINSPECTION FE REQUIRED(Prior to inspection, fee must be
paid at 6300 Southcenter vd., Suite 100. Call to sechedule reinspection.
(Receipt No.:
Date:
1
Project:
IS /(45f�iN
Type of In pection:
g�I. W9 /Gdh
Address:
/5 g in / ws [
l l , 4 /e� Ny
Date Called:
Special Instructions:
Date Wanted: c�
/07-- /9-o4* p.m.
Requester:
Phone No:
a 53- 5' 7v 9S65
6
INSPECTION RECORD
Retain a copy with permit
0 Approved per applicable codes.
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2
PERM
6)431 -367
El Corrections required prior to approval.
COMMENTS:
80hce. -, sA,gj
eel/ ed
77i to f z t
- O45T
lnsp
Date:
/2• (2_6,
$j8,40 REINSPECTION FEE REQUIRED�or to inspection, fee must be
p d at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
Receipt No.:
!Date:
Projeft:
/7 f�jfGf%r� �f / /j�
Type of Inspection :
7 7
\ 4
Address•
/ � ( —tr., /a4/4
Date Called:
Special Instructions:
Date Wa ted:
a.m.
Requester:
Phone No:
Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
/90 C
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367
PERMIT NO.
Ej Corrections required prior to approval.
COMMENTS:
O C fr- /7 P✓ 5-<ie1 /,_),, I ,'h 7e /
/_ A - h A - <f' ,
4 .7) 7i) /mi." - pzeLad
Date:
/Z /Z'
58.00 REINSPECTION FEE REQUI . Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., ite 100. Call to sechedule reinspection.
Receipt No.:
(Date:
COMMENTS: ` /i,� r4 , 57 ._ 5T - ie if//S
) '��y(
1 /�
if -U 6 r t on 5 A-- er to
ogelc/ s -� .*P, S Ate/ P ev 41`41/4/3
t
Date Called
�te- C 4.'4-14 iLv
/
2) (P0 0 F'/a /1 144,c/-0 i t r
-to
Phone No:
an - 9 o- -ysti
Project -
Type of Inspection: v
Add / 64/,' .4A-1
Date Called
Special Instructions:
/
Date Wanted: Vim
//- 7..i �l �"n'
Requester:
Phone No:
an - 9 o- -ysti
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes.
n ect r
1444. t, f A.d=L
0 8.00 REINSPECTIbN FEE RE RED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
!Receipt No.:
INSPECTION RECORD
Retain a copy with permit
(206)431 -3
M e Corrections required prior to approval.
Date:
/l. z;
Date:
Project:
e�Si Gc1rS /-r,-
Type of Inspection: �-'
/ A An A Al 4
Address:
/590/ eci <5-I v? // y be
Date Called:
9
Special Instructions:
Date Wanted:
/7- VG - L
a�.m
"'�•
Requester:
Phone No:
53— c 320 — S 565
INSPECT O NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -'6 0
Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
.Gb6- 36 S
PERMIT NO.
Corrections required prior to approval.
COMMENTS:
7i
— All (c✓/
fiti /l Grtu.
1 specto .
0 $ f . REINSPECTION FEE QUIRED. or to inspection, fee must be
d at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
}Receipt No.:
Date:
COMMENTS:. n .4
P. Type of Inspection: /
r / - l/- 7//6d4 e
6 ) 11 /S7 2 r /rB
s
c,17t/ - apPPwP/)
Special Instructions: /
Date Wanted:
// - /3
(A // rev
4,,..a
a eve 3./ / /ctn/
Phone No:
a 53 570
-9S&
r
Project: % ✓ ect: ! G/ / /Piv
4Fs rs
P. Type of Inspection: /
r / - l/- 7//6d4 e
Address:
/S90/ Gt/r3 !/19/16 /1?
Date Called:
Special Instructions: /
Date Wanted:
// - /3
-0 G
p.m.
Requester:
Phone No:
a 53 570
-9S&
CITY OF TUKWILA BUILDING DIVISIO
6300 Southcenter Blvd., #100, Tukwila, WA 98188
El Approved per applicable codes.
Receipt No.:
Date:
INSPE TCNO.
INSPECTION RECORD
Retain a copy with permit
(206)431 -$1570
El Corrections required prior to approval.
Date:
/ / /3 — d /_
.00 REINSPECTION FE1r REQUIRE or to inspection, fee must be
id at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
Project:
if -s-{ t "� esAo,,/
Type of In ection:
WrinNr '7'd 41m-'t
Address:
/550, actiGrimy
Date Called:
Special Instructions: /
ate Wanted:
: m.
/O — /9 - 6 m.
Requester:
Phone No:
o2S SM -S s6S.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Do 6- 362
PERMIT NO.
Approved per applicable codes. El Corrections required prior to approval.
COMMENTS:
a Stoic W vic t i2e fr a1 el
Date: _ OC
.00 REINSPECTION FEE \EQUIRED. ' r to Inspection, fee must be
paid at 6300 Southcenter Bl., Suite 100. Call to sechedule reinspection.
!Receipt No.:
!Date:
wr.
1 'IS SWENSON SAY FACET
A STRUCTURAL ENGINEERING CORPORATION
932 Broadway • Tacoma • WA 92902
Office: 253.284-9970 fax: 253.284.9971
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REVIEWED FOR
CODE COMPLIANCE
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OCT 1 3 2006
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City Of TUkwila
BUILDING DIVISION
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Design
Sheet ae
TUKWILA BEST WESTERN PORTE' COCHERE
GENERAL STRUCTURAL NOTES
(The following apply unless shown otherwise on the plans)
CRITERIA
S1A. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE
DRAWINGS, SPECIFICATIONS, THE 2003 SEATTLE BUILDING CODE.
1B. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE
DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2003
EDITION).
2. DESIGN LOADING CRITERIA
ROOF LIVE LOAD 25 PSF
FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF
SNOW Pf =25 PSF
WIND Iw =1.0, GCpi =0.18, 85 MPH, EXPOSURE "B"
EARTHQUAKE . . . ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE
LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS, Vs = 3.29 KIPS
SITE CLASS =D, Ss =1.42, Sds =.948, S1 =.486, SD1 =0.49,
Cs =0.167 SDC D, Ie =1.0, R =6.5
SEE PLANS FOR ADDITIONAL LOADING CRITERIA
3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL
DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS
AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY
DISCREPANCIES PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND
CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING
CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST
BE VERIFIED.
5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL
COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE
WITH THE PLANS.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,
TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS
WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR
ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS
AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE
CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE,
NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER,
CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE.
7. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT
AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION.
CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT.
8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE
CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO
DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO
REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER.
TUKWILA BEST WESTERN PORTE' COCHERE
GENERAL STRUCTURAL NOTES
10. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT
AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS.
GLUED LAMINATED MEMBERS
REINFORCING STEEL (FOR BOTH CONCRETE AND MASONRY CONSTRUCTION)
STRUCTURAL STEEL
APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING
DEPARTMENT.
11. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE
ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR.
CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF
RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS,
METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL
SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL
INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND
RETURNED WITHIN TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE
SUBMITTAL HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF
THE BUILDING. THE SUBMITTED ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE
BEEN APPROVED BY THE BUILDING OFFICIAL.
SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS.
THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE
TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY
INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY
DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF
DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND
THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING
SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND
SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED.
QUALITY ASSURANCE
14. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS AND SECTIONS 109 AND 1704 OF THE INTERNATIONAL BUILDING CODE
BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY
THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING
DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST
RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION
STRUCTURAL STEEL FABRICATION AND ERECTION
CONCRETE CONSTRUCTION
SOIL CONDITIONS, FILL PLACEMENT, AND DENSITY
EXPANSION BOLTS AND THREADED EXPANSION INSERTS
EPDXY GROUTED INSTALLATIONS
PER TABLE 1704.3
PER SECTION 1704.4
PER SECTION 1704.7
PER MANUFACTURER
PER MANUFACTURER
TUKWILA BEST WESTERN PORTE' COCHERE
GENERAL STRUCTURAL NOTES
15. UNLESS OTHERWISE NOTED, THE FOLLOWING ELEMENTS COMPRISE THE SEISMIC- FORCE-
RESISTING SYSTEM AND ARE SUBJECT TO SPECIAL INSPECTION FOR SEISMIC
RESISTANCE IN ACCORDANCE WITH SECTION 1707 OF THE INTERNATIONAL BUILDING
CODE.
B. STRUCTURAL WOOD SHEAR WALL SYSTEMS REQUIRE PERIODIC INSPECTION FOR
NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS
WITHIN THE SEISMIC FORCE RESISTING SYSTEM INCLUDING DRAG STRUTS,
BRACES AND HOLDOWNS.
GEOTECHNICAL
18B. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE
ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR
APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN
ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN.
FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT
FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW
COLUMNS OR WALLS ABOVE.
ALLOWABLE SOIL PRESSURE 2000 PSF
COEFFICIENT OF FRICTION (FACTOR OF SAFETY OF 1.5 INCLUDED) 0 3
RENOVATION
21. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE
COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING
CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES.
DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING
STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON
EXISTING FLOOR SYSTEMS TO 40 PSF.
22. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW
CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO
BE SAVED.
A. ALL NEW OPENINGS THROUGH SLABS SHALL BE ACCOMPLISHED BY SAW CUTTING
WHEREVER POSSIBLE.
B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF
MEMBERS PRIOR TO CUTTING ANY OPENINGS.
C. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DOWELS
EPDXY GROUTED INTO EXISTING CONCRETE SHALL BE PROVIDED TO MATCH
HORIZONTAL REINFORCING, UNLESS OTHERWISE NOTED ON PLANS.
TUKWILA BEST WESTERN PORTE' COCHERE
GENERAL STRUCTURAL NOTES
25. CONTRACTOR SHALL CHECK FOR DRYROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL
BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED
BY THE STRUCTURAL ENGINEER OR ARCHITECT.
CONCRETE
26B. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE
WITH IBC SECTION 1905, 1906 AND ACI 301, INCLUDING TESTING PROCEDURES.
CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF f'c = 2,500 PSI AND MIX SHALL
CONTAIN NOT LESS THAN 5 -1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE
PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS.
ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED
WITH AN AIR - ENTRAINING AGENT CONFORMING TO ASTM C260, C494, and C618.
TOTAL AIR CONTENT FOR FROST - RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH
TABLE 1904.2.1 OF THE INTERNATIONAL BUILDING CODE.
29. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1),
GRADE 60, fy = 60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185.
32B. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN
ACCORDANCE WITH ACI 315 -92 AND 318 -02. LAP ALL REINFORCEMENTS IN
ACCORDANCE WITH "THE REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE."
PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP ADJACENT
MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS.
NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS
SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER.
33. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS'
FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED
TO EARTH 3"
FORMED SURFACES EXPOSED TO EARTH OR WEATHER ( #6 BARS OR LARGER) 2"
FORMED SURFACES EXPOSED TO EARTH OR WEATHER ( #5 BARS OR SMALLER) . . 1 -1/2"
COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 -1/2"
SLABS AND WALLS (INT. FACE). . . .GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4"
34. CONCRETE WALL REINFORCING -- PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE:
6" WALLS
8" WALLS
10" WALLS
12" WALLS
#4 @ 16 HORIZ.
#4 @ 12 HORIZ.
#4 @ 18 HORIZ.
#4 @ 16 HORIZ.
#4 @ 18 VERTICAL 1 CURTAIN
#4 @ 18 VERTICAL 1 CURTAIN
#4 @ 18 VERTICAL 2 CURTAINS
#4 @ 18 VERTICAL 2 CURTAINS
35. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND
DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE
ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE
STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED
CONCRETE SURFACES.
TUKWILA BEST WESTERN PORTE' COCHERE
GENERAL STRUCTURAL NOTES
38. NON - SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL
BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED
RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON
WHICH IT IS PLACED (3000 PSI MINIMUM).
ANCHORAGE
42B. EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE WEDGE -ALL
ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN
STRICT CONFORMANCE TO ICBO -ES REPORT NUMBER ER -3631, INCLUDING MINIMUM
EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS
SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED FOR ALL
EXPANSION BOLT INSTALLATION.
43B. EPDXY - GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE
DRAWINGS SHALL BE INSTALLED USING "SET" HIGH STRENGTH EPDXY AS MANUFACTURED
BY THE SIMPSON STRONG TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH
ICBO -ES REPORT NO. ER -5279. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED.
RODS SHALL BE ASTM A -36 UNLESS OTHERWISE NOTED.
STEEL
54. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON:
1. EITHER AISC -LRFD, AISC 355, OR AISC -HSS AND SECTION 2205.2 OF THE
INTERNATIONAL BUILDING CODE.
2. MARCH 7, 2000 AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND
BRIDGES, AMENDED AS NOTED IN THE CONTRACT DOCUMENTS AND BY THE
DELETION OF PARAGRAPH 4.4.1.
3. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS.
55B. ROLLED SHAPES INCLUDING PLATES, SHALL CONFORM TO ASTM A36, Fy = 36 KSI.
STEEL PIPE SHALL CONFORM TO ASTM A -53, TYPE E OR S, GRADE 8, Fy = 35 KSI.
STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, Fy = 46 KSI.
CONNECTION BOLTS SHALL CONFORM TO ASTM A307.
58. ALL ANCHORS EMBEDDED IN MASONRY OR CONCRETE SHALL BE A307 HEADED BOLTS OR
A36 THREADED ROD WITH AN ASTM 563 HEAVY HEX NUT TACK WELDED ON THE EMBEDDED
END.
TUKWILA BEST WESTERN PORTE' COCHERE
GENERAL STRUCTURAL NOTES
60. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND
SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES.
ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. ALL COMPLETE
JOINT PENETRATION GROOVE WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT
HAS A MINIMUM CVN TOUGHNESS OF 20 FT -LBS AT -20 DEGREES F AND 40 FT -LBS AT
70 DEGREES F, AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER
CERTIFICATION.
WOOD
66. FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARKED IN
CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO.
17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS:
JOISTS (2X & 3X MEMBERS) HEM -FIR NO. 2
AND BEAMS: MINIMUM BASE VALUE, Fb = 850 PSI
(4X MEMBERS) DOUGLAS FIR -LARCH NO. 1
MINIMUM BASE VALUE, Fb = 1000 PSI
BEAMS: (INCL. 6X AND LARGER) DOUGLAS FIR -LARCH NO. 1
MINIMUM BASE VALUE, Fb = 1350 PSI
POSTS: (4X MEMBERS) DOUGLAS FIR -LARCH NO. 2
MINIMUM BASE VALUE, Fc = 1350 PSI
(6X AND LARGER) DOUGLAS FIR -LARCH NO. 1
MINIMUM BASE VALUE, Fc = 1000 PSI
STUDS, PLATES & MISC. FRAMING: DOUGLAS- FIR -LARCH OR HEM -FIR NO. 2
67B. GLUE LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND
AITC STANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND
SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. ALL SIMPLE
SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V4, Fb = 2,400 PSI, Fv =
240 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V8,
Fb = 2400 PSI, Fv = 240 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 3,000'
RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS.
72. PLYWOOD SHEATHING SHALL BE GRADE C -D, EXTERIOR GLUE OR STRUCTURAL II,
EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1. ORIENTED STRAND BOARD OF
EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU
OF PLYWOOD.
ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 32/16.
WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0.
REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS.
74. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -
TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED
BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR
MASONRY.
75. PRESSURE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD C2 FOR LUMBER OR
C9 FOR PLYWOOD. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL
BE TREATED TO A RETENTION OF 0.40 PCF. PRESSURE TREATED WOOD FOR ABOVE
GROUND USE SHALL BE TREATED TO A RENTION OF 0.25 PCF. SODIUM BORATE (SBX)
TREATED WOOD SHALL NOT BE USED WHERE EXPOSED TO WEATHER. FASTENERS AND
TIMBER CONNECTORS IN DIRECT CONTACT WITH ACQ -A, CBA -A, CA -B, OR SBX
TREATED WOOD SHALL BE G185 OR A185 HOT DIPPED OR CONTINUOUS HOT- GALVANIZED
PER ASTM A653. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACZA
TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS STEEL.
76. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE"
BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C -2006. EQUIVALENT
DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE
ICC -ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND
SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE
INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST
HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITT" SERIES
JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS
WITH "MIT" SERIES JOIST HANGERS.
WHERE CONNECTOR STRAPS CONNECT
BOLTS IN EACH MEMBER.
ALL SHIMS SHALL BE SEASONED
AS MEMBERS CONNECTED.
77. WOOD FASTENERS
SIZE
8d
16d BOX
TUKWILA BEST WESTERN PORTE' COCHERE
GENERAL STRUCTURAL NOTES
LENGTH
2 -1/2"
3 -1/2"
TWO MEMBERS, PLACE ONE -HALF OF THE NAILS OR
AND DRIED AND THE SAME GRADE (MINIMUM)
A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING
SPECIFICATIONS:
DIAMETER
0.131"
0.131"
IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT
NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION)
FOR REVIEW AND APPROVAL.
NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE
DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED.
B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS
UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD.
INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION (2001 EDITION) WITH A LEAD BORE
HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT
REQUIRED FOR 3/8" AND SMALLER LAG SCREWS.
06-04 -2007
SOOZEE KIM
16212 BOTHELL EVERETT HY, F271
MILL CREEK WA 98012
RE: Permit No. D06 -369
15901 WEST VALLEY HY TUKW
Dear Permit Holder:
In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division.
Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the
provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not
commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
Based on the above, you are hereby advised to:
Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection.
This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if
the project should be considered abandoned.
If such determination is made, the Building Code does allow the Building Official to approve one or more ex tensions of time for
additional periods not exceeding 90 days each. Extension requests must be In wrllinr and provide satisfactory reasons why
circumstances beyond the applicants control have prevented action from being taken.
In the event you do not call for the above inspection and receive an extension prior to 07/16/2007 , your permit will become null and
void and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
J2adifer Marshall,
Permit Technician
xc: Permit File No. D06 -369
City of Tukwila
Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax 206- 431 -3665
ACTIVITY NUMBER: D06 -369 DATE: 10 -03 -06
PROJECT NAME: BEST WESTERN
SITE ADDRESS: 15901 WEST VALLY HY
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTMENTS:
Build g Did No
li W
►M NAB, 4 A){0
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
APPROVALS OR CORRECTIONS:
Approved ❑
Notation:
REVIEWER'S INITIALS:
Documentshouting slip.doc
2 -28-02
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
Eli, 4 1A, 117 6'OU
Fire Prevention
Structural
Incomplete ❑
TUES/THURS ROU ING:
Please Route Structural Review Required
REVIEWER'S INITIALS:
Approved with Conditions
go 10-
Panning ivlsion
Permit Coordinator ❑
DUE DATE: 10-05-06
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
No further Review Required
DATE:
Not Applicable ❑
DUE DATE: 11-02-06
Not Approved (attach comments) ❑
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
License Information
License
DELTAWL941BR
Licensee Name
DELTA WORLD LLC
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
602562168
Ind. Ins. Account Id
10137401
Business Type
LIMITED LIABILITY COMPANY
Address 1
16212 BOTHELL EVERETT HWY
Address 2
F 271
City
MILL CREEK
County
SNOHOMISH
State
WA
Zip
98012
Phone
4258350002
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
2/28/2006
Expiration Date
2/28/2008
Suspend Date
Separation Date
Parent Company
Previous License
Next License
DELTACG960CS
Associated License
Business Owner Information
Name
Role
Effective Date
Expiration Date
KIM, SOOZEE
PARTNER/MEMBER
02/28/2006
Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2
Washington State Department of Labor and Industries
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.
Bond Information
Bond
# 2
Bond
Company
Name
PLATTE
RIVER INS
CO
Bond
Account
Number
41079028
Effective
Date
08/15/2006
Expiration
Date
Until
Cancelled
Cancel
Date
Impaired
Date
Bond
Amount
$12,000.00
Received
Date
08/17/2006
ACCREDITED
https : / /fortress.wa.gov/lni/bbip/ printer .aspx7License= DELTAWL941BR 10/18/2006
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