HomeMy WebLinkAboutPermit D01-046 - BEST WESTERN - WALLDO1-046
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15901 West
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City of Tukwila
Community Development / Public Works • 6300 Southcenter Boulevard. Suite 100 • Tlkwiia, ill= ' >:4123
Parcel No: 000580 -0030
Address: 15901 WEST VALLEY HY
Suite No:
Location:
Category: AOFF
Type: DEVPERM
Zoning: TUC
Contractor License No: RANDYAP023CF
DEVELOPMENT PERMIT
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES.
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Permit Center Authorized Signature
(206) 431 -3670
Permit No: DO1 -046
Status: ISSUED
Issued: 04/03/2001
Expires: 09/30/2001
Const Type: Occupancy:
Gas /Elec.: UBC: 1997
Units: 001 Fire Protection: SPRINKLERS
Setbacks: North: .0 South: .0 East: .0 West: .0
Water: TUKWILA Sewer: TUKWILA
Wetlands: Slopes: Y Streams:
OCCUPANT SOUTHCENTER BEST WESTERN Phone:
15901 WEST VALLEY HY, TUKWILA WA 98034
OWNER NENDELS Phone: (206)533 -4200 Z
LIU SHUH -WEN, 616 W HERON, ABERDEEN WA 98520 11.
CONTACT RANDY AGNEW Phone: 360 -435 -3894 w
19430 95 AV NE, ARLINGTON WA 98223
CONTRACTOR RANDY AGNEW Phone: 360 - 435 -3894 _J v
19430 95TH AVE NE, ALINGTON WA 98223 00
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Permit Description:
ADDING AN ATTACHED WALL FOR SIGNAGE.
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TOTAL DEVELOPMENT PERMIT FEES: $ 211.16 ta—
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Construction Valuation: i; 5,500.00
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr:
Curb Cut /Access /Sidewalk /CSS: N
Fire Loop Hydrant: N No: Size(in): .00
Flood Control Zone: N
Hauling: N Start Time: End Time:
Land Altering: N Cut: Fill:
Landscape Irrigation: N
Moving Oversized Load: N Start Time:
Sanitary Side Sewer: N No:
Sewer Main Extension: N Private: N
Storm Drainage: N
Street Use: N
Water Main Extension: N Private: N Public: N
End Time:
Public: N
Date: 7 -0 I
I hereby certify that I have rea• . d examined t is permit'and know the same
to be true and correct. All pr' +isions of law .nd ordinances governing this
work will be complied with, whether specified h rein or not.
The granting of this permit does not presume to give authority to violate or
cancel the provision of any other state or local laws regulating construction
or the performance of work. I am authorized to sign for and obtain this
development pit.
Date: /!5 "
Signature: ""
Print Name: /U'(44 I J ( —
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.
1!.73
Ten
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Parcel #:
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Permit Condition:-
1• be :.N;Je tc Lknz eJ •
Eneer end j 1j r4.? 17')
•• 41 ..7 to be done in c.:!of'o,ma••..•,•• w1.7
.•n• e.eoui, , 1:0?
EdittOn! amen1t7-d. f:oJe
and W•:hinc:t 2,rate E-ery
•. Jeliditv (.7cf Pecm. The
planz, :oecifit:eton,! and nt:t
1.c.t•ued t0 tti A 0f.
of any of the . de C
other ;;• 0,'01.W.11!%1
give authority to
code Lhall be
4 All permit:. :nlpect a;c:. -1a1;,L
lable at the iot. i t trot • t"
able pntl!
hereby certif th.:it 1 hAtl
with them a u t I 1 1 z r
tOiF worE .. with, , AhOth#: , r rr.t.
The granting of thi2 00cMtt •00'2 r,Ot sAt:ti4444 It!
violate or ..‘ancel the 1:,ovi!ioc, 1 0%0'2
regulating .'ort:tcut oJ. Ht oe,foripai)c
. _
Au(NL( A-60
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Project Name/Tenant: , % i T - '`� `
._f t ,
Value of t j str c ipn:
Site Address (include suite number) City State/Zi ' ,
e.,90 t '/ /F - iii .i....' 1 i iC. ( , i i,) ,VA'A WA
Tax Parcel Number:
Property Owner:
, iQ. , 5 {-I U (/vE f J 1_ I iJ
Will there be a change of use? ❑ yes no
Phone:
'1,7 - "2 " 7 --_-• ''
Street Address: ,
I 7-2-2 7 \ I � - 1 Y P'-'. i__I t )4.,vii .
Will there be storage of flammable/combustible hazardous material in the building? ❑ yes C no
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets
City State/Zip:
'- ') `I
Fax #:
Contractor:
Rt Jo9 A6 PR e I✓; PAtt\ t:1
Phone:
boo' 4 P6 , -3 . B14-
Street Address: _
19 Lt'., o - R S.-- Ave • t , . / f . , ' . fit? t I t46,10
City State/Zip:
UJ.c. - 6 1432,2„
Fax #:
Architect:
Phone:
Street Address:
City State/Zip:
Fax #:
Engineer:
FiUPEtZT EtJtr, (t sut_t.Y)
Phone:
1537_633 -777&
Fax #:
i53'45 - V&Ca
Street Address:
I519 WEST V,tt.t...E`( 411LrHWAtf t•ortt►1SUrTE
/
City State/Zip.
t3
Contact Person:
RA N by A Cq t t LW
Phone:
7a(00 Lt 3S- 3F34
Street Address: 4 - _
19430'9 Atk. N'b. QLsweNtoo tp A .
City State/Zip:
9 2 z 3
Fax #:
3 - 435 - 3g9
Description of work to be done (please be specific):
" b t: t 0 --- 36 % A Art AN C. M f= W At FO t'C S t 4 N A►y Q
Existing use: ❑ Retail L`'T Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office
❑ School/College/University ❑ Other
Proposed use: ❑ Retail t❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel Cl Office
❑ School /College/University ❑ Other
Building Square Feet: I U l' I ' existing No. of Stories: 1 Area of construction (sq ft): I Zo
If yes, extent of change: (Attach additional sheet if necessary)
Will there be a change of use? ❑ yes no
Will there be rack storage? ❑ yes CI no
Existing fire protection features: 'sprinklers ® -automatic fire alarm ❑ none ❑ other (specify)
Will there be storage of flammable/combustible hazardous material in the building? ❑ yes C no
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets
Commercial / Multi - Family Tenant Improvement / Alteration Permit Application
❑ Channelization/Striping ❑
❑ Fire Loop /Hydrant (main to vault) #:
in Land Altering 0 Cut
❑ Sanitary Side Sewer #:
Cl Storm Drainage ❑ Street Use
❑ Water Meter /Exempt #:
❑ Water Meter /Permanent #
❑ Water Meter Temp #
❑ Miscellaneous
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to
possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The
building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in
Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
PLEASE SIGN BACK OF APPLICATION FORM
Date application accep d:
11/3t1/oo
ctprni it.doc
CITY OF TUK ►'LA
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
(206) 431 -3670
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING:
(Additional reviews ma be determined b the Public Works De, artment)
Curb cut/Access/Sidewalk
Size(s):
cubic yds. 0 Fill cubic yds.
❑ Sewer Main Extension
❑ Water Main Extension
0 Deduct
Size(s):
Size(s):
Size(s): Est. quantity: gal Schedule:
Date applic. '•n expires:
Project Number:
m' O
Permit Number: Doi
❑ Flood Control Zone
❑ Hauling
❑ Landscape Irrigation
O Private 0 ru)lic., , ,
O Private 0• Public
0 Water Only
Application taken by: (initials)
BUILDING R OR AU ,NORI D AGENT:
Slgnatur t ( '-?
' c,-
�1 {t ' f
Date: 2 _2 C, ._o /
Print name: �,� ,( � A N e c d
Ph in - (1..&,4, i y
Fax #:
Address r,_ c '`•`` S, e
11�t 7 ,4tl�.l`- �''
Cit /State /Zi " �
p f ¢I�LlNG,1Ut�3 i ' w.� ��g
APPLICATI ► MUST BE SUBMITTED WITH TH • LLOWING:
D I ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL
ENGINEER OR CIVIL ENGINEER
• ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
• BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUBMITTED
(Form H -13). Business Declaration required (Form H -10).
(Four (4) sets of working drawings (five(5) sets for structural work), which include :
❑ ❑ Site Plan (including existing fire hydrant location(s)
e'
11/30/00
Npermil. doc
Complete Legal Description LU,e. C=y
Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures
1. North arrow and scale
2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements
3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions
4. Location of driveways, parking, loading & service areas
5. Recycle collection location and area calculations (change of use only)
6. Location and screening of outdoor storage (change of use only)
7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's
boundaries
8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use
only)
9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those,
identify by size and species which are to be removed and saved
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use
only)
11. Location and gross floor area of existing structure with dimensions and setback
12. Lowest finished floor elevation (i( in flood control zone)
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9).
Floor plan: show location of tenant space with proposed use of each room labeled
- Ft O W
Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of
any hazardous materials; dimensions of proposed tenant space.
Vicinity Map showing location of site
Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of
rack. Structural calculations are required for rack storage eight feet and over.
Indicate proposed construction of tenant space or addition and walls being demolished
Construction details
Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water
supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed
sprinkler system design criteria as identified by the Fire Department.
Washington State Non - Residential Energy Code Data shall be noted on the construction drawings.
SEPA Checklist - if intensification of use (check with Planning Department for thresholds).
Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other
land use or SEPA decisions.
Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County
Department of Public Health prior to submitting for building permit application. The Department of Public
Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 4787. (Form H -5)
Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor
has been selected at time of application a copy of this license will be required before the permit is issued
OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ".
Building Owner /Authorized Agent If the applicant is other than the owner, registered architecdengineer, or contractor licensed by the State
of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will
be required as part of this submittal
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.
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COMMENTS: ._ . __-------------- _ __ _,
INSPECTION NO.
INSPECTION RECORL
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
Project'
Address: ( kJ 4) .5 Special instructions:
Type of pspecti n:
not
Dite called:
Date wanted
Requester:, j
Phone:
[1-1 X-1 - 01L
•
PERMIT NO.
(206)431 -36 0
a.m.
p.m
Approved per applicable codes. ❑ Corrections required prior to approval.
�
$47.00 IIEINSPECTION FEE REQUIRED. Prior to inspectiqh, fee must e paid
at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection.
Insp ector:
Date: 6
Receipt No:
Date:
INSPECTION NO.
INSPECTION RECORL
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
Project'
Address: ( kJ 4) .5 Special instructions:
Type of pspecti n:
not
Dite called:
Date wanted
Requester:, j
Phone:
[1-1 X-1 - 01L
•
PERMIT NO.
(206)431 -36 0
a.m.
p.m
Approved per applicable codes. ❑ Corrections required prior to approval.
�
$47.00 IIEINSPECTION FEE REQUIRED. Prior to inspectiqh, fee must e paid
at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection.
Insp ector:
Date: 6
Receipt No:
Date:
COMMENTS:
¢ `tJ�'y
Type of Inspection:
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Address:
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Date called:
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Special instructions:
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Requeter: +`
Phone:
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Date called:
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Special instructions:
Date wanted: a.
1`j -'-} G) p.m.
Requeter: +`
Phone:
`I S - `)i -- t i C t
INSPECTION NO.
INSPECTION RECORL
Retain a copy with permit
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PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188 , (206)431 -3670
Approved per applicable codes.
Corrections required prior to approval.
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
COMMENTS:
I ,.
Type . Inspection:
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Date wa e:: P .
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INSPECTION NO.
CITY OF TUKWILA BUILDINGti 'DIVISION
•
6300 Southcenter Blvd, #10Q,ETi3kwIla, WA 9818E
Ell Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
(206)431
frt
orrections required prior to approval.
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection.
{Receipt No: Date:
COMMENTS:
ype of Inspection:
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Date called:.
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188 -;,*) (206)431-3
Approved per applicable codes.
Inspector:
INSPECTION RECORli
Retain a copy with permit
PERMIT NO.
Corrections required prior to approval.
Date:
El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
4 -16 -201 10:48AM FROM RUPERT ENGINEERING 206 939 2168
CONSULTING ENGINEERS/MM. AND STRUCTURAL
1519 Wast Valley Highway NorthSudo 101 /Aubum. WA 98001
Post Office Box 835/Aubum,WA 9$071
253- 933 -7776 Fax 253- 939 -2188
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APR 17 2001
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APR 17 2001
BUILDING
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STRUCTURAL DESIGN CALCULATIONS and DETAILS
OF
WALL SIGN
South Center Best Western
15901 West Valley Highway
Tukwila, WA
FOR
SOUTH CENTER BEST WESTERN
15901 West Valley Highway
Tukwila, WA 98188
February 2001
JOB NO. 01021
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CONSULTING ENGINEERS/CIVIL AND STRUCTURAL
1519 West Valley Highway North/Suite 101 /Auburn, WA 98001
Post Office Box 836/Auburn,WA 98071
253.833 -7778 Fax 253 - 939 -2168
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CONSULTING ENGINEERSCML AND STRUCTURAL
1519 West Valley Highway North/Suite 101 /Auburn, WA 98001
Post Office Box 836/Auburn,WA 98071
253 -833-7778 Fax 253 -939 -2168
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1519 West Valley Highway North/Suite 101 /Auburn, WA 98001
Post Office Box 836/Auburn,WA 98071
253 -833 -7776 Fax 253-939-2168
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1519 West Valley Highway North/Suite 101 /Auburn, WA 98001
Post Olfce Box 836/Auburn,WA 98071
253 - 833 -7778 Fax 253-939-2168
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STRUCTURAL NOTES
00700 GENERAL CONDITIONS
All materials and construction shall conform to the drawings and these notes.
During the construction period, the Contractor shall be responsible for the safety of the
construction project, including all excavation procedures. The Contractor shall provide
adequate lagging, shoring, bracing, guys and protection of adjacent property,
structures, streets, and utilities in accordance with all national, state, and local safety
ordinances.
All information shown on the drawings relative to existing conditions is given as the
best present knowledge, but without guarantee of accuracy. Where actual conditions
conflict with the drawings they shall be reported to the Engineer so that the proper
revisions may be made. Modification of design drawing details shall not be made
without written approval of the Engineer.
DO NOT SCALE DRAWINGS.
Provide vertical support and lateral bracing for electrical and mechanical equipment per
the applicable code requirements.
01312 PROJECT COORDINATION
DIVISION 1 - GENERAL REQUIREMENTS
The Contractor is responsible for coordinating the work of all trades and shall check all
dimensions. The Contractor shall ensure that subcontractors and fabricators receive
all applicable design information including geotechnical reports, drawings, notes, and
specifications. Any discrepancies shall be called to the attention of the Engineer and
be resolved before proceeding with the work.
Architectural, mechanical, plumbing, and electrical drawings shall be used to define
detail configurations including, but not limited to: relative location at members,
elevations, size and location of wall openings, pipes, electrical conduit, and other items
to be incorporated in the structural work.
01412 BUILDING CODES
Uniform Building Code (UBC) 1997 Edition.
Washington State Building Code
(Washington Administrative Code (WAC) Chapter 51 -30)
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01415 DESIGN LOADS AND CRITERIA
Wall Dead Load: 10 PSF
WIND:
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Exposure: B w
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Seismic Zone: Zone 3
Importance Factor (I): 1.0 W o
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DIVISION 5 - METALS u- j
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05120 STRUCTURAL STEEL w
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Materials, fabrication and erection of structural steel shall conform to UBC Chapter 22, u, W
UBC Standard 22 -1, and the AISC 1989 Specification for Structural Steel Buildings. 2 o
Paint all structural steel exposed to weather unless noted otherwise on drawings. o 0
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Material specifications, unless noted otherwise: w w
Structural shapes: ASTM A 36 a
Bars and plates: ASTM A 36 z
Pipe: ASTM A 53, Grade B, Standard Weight o -
Structural tubing /HSS: ASTM A 500, Grade B o
Bolts: ASTM A 307 z
Nuts: ASTM A 563
Washers: ASTM F 436
Filler metal: E70XX _
Substitution of other materials requires approval of the Engineer.
Welding shall be performed only by WABO certified welders and shall conform to AWS
D1.1 and AISC specifications. Minimum fillet weld size shall be 3/16" unless noted
otherwise. Field welds shall have special inspection per UBC section 1701.5.
DIVISION 6 - WOOD AND PLASTICS
06100 ROUGH CARPENTRY
Lumber material shall be as shown below unless otherwise noted on drawings:
SIZE GRADE
2x4 H -F Standard or HF Stud
2x6 and deeper H -F #2 and better or DF #2 and better
4x4, 4x6 DF -L #2 and better
4x8 and deeper DF -L #2 and better
6x6, 6x8 DF -L #2 and better
6x10 and larger DF -L #1
All lumber shall be graded and stamped per WWPA or WCLIB and UBC Standard No.
23 -1. All lumber shall be seasoned with a moisture content not over 19 %. Substitution
of other materials requires approval of the Engineer.
All wood in contact with concrete or masonry shall be pressure treated with a water
borne preservative in accordance with the standard specifications of the American
Wood Preservative Association. Cuts made after treatment should be painted with 2
brush coats of the preservative.
Bolts shall conform to ANSI /ASME B18.2.1 or ASTM A 307. Bolt holes shall be 1/32" to
1/16" larger than the bolt diameter. Provide washers under heads and nuts of all bolts
bearing on wood.
Lag screws shall conform to ANSI /ASME B18.2.1 or ASTM A 307. Drill holes for
threaded and shank portions of lag screws. Insert lag screws by turning with a wrench,
not by driving with a hammer. Use soap or other lubricant to facilitate insertion.
Wood screws shall conform to ANSI /ASME B18.6.1. Drill holes for threaded and shank
portions of wood screws. Insert wood screws by turning with a wrench, not by driving
with a hammer. Use soap or other lubricant to facilitate insertion.
Nails shall conform to ASTM F 1667. Nail framing per UBC Table 23- 1I -B -1 unless
noted otherwise. Substitution of box or sinker nails for common nails requires approval
of the Engineer.
Framing hardware noted on drawings is manufactured by the Simpson Strong -Tie
Company, Inc. Substitution of another product requires approved of the Engineer.
No structural member shall be cut or notched unless specifically shown, noted, or
approved by the Structural Engineer.
Framing details not shown otherwise shall be constructed to the minimum requirements
of the Uniform Building Code.
l/
06165 WOOD PANEL SHEATHING
Wood panel sheathing material and installation shall conform to UBC Standards 23 -2,
23 -3, as applicable and UBC section 2315. All panels shall be grade marked by the
American Plywood Association (APA) or other approved inspection agency and shall be
manufactured with exterior glue. Use exterior grade where edge or surface is exposed
to weather,
Plywood is 5 ply C -C or C -D unless noted as Structural 1. Panels 1/32" less may be
substituted for the nominal thickness noted on the drawings.
Where plywood is noted on the drawings, substitution of other types of wood panel
sheathing, such as oriented strand board, must be approved by the Engineer.
Space panels 1/8" apart including tongue & groove type. Panels shall be not less than
4' x 8' except at boundaries and changes in framing where the minimum sheet
dimension shall be 24 ". Panels shall bear on 2" nominal or wider framing.
Nails shall be placed not Tess than 3/8" from panel edges and shall be spaced not more
than 6" on center along panel edge bearings unless noted otherwise. Space nails 12"
on center along intermediate framing members, except 6" on center where framing
members are 48" an center or more. Nails shall be driven flush with the face of the
sheet and shall not be more than 1/16" below the top surface. Underdriven nails to be
nailed flush by hand. Substitution of box or sinker nails, or staples must be approved
by the Engineer.
All panels for use as wall sheathing shall be APA RATED SHEATHING with minimum
grade and nominal thickness as noted on the drawings. Sheathing shall have a
minimum span rating of 16/0 or Wall -16oc over studs 16" on center and 24/0 or Wall -
24oc over studs 24" on center. Panels may be oriented vertically or horizontally across
studs. Block behind panel edges perpendicular to the studs with blocking equal to the
stud size.
06180 GLUED - LAMINATED CONSTRUCTION
Glued - laminated timber shall conform to ANSI /AITC A190.1 and other applicable AITC
specifications. Adhesive shall be exterior type. Members shall be industrial
appearance grade unless noted otherwise. Camber requirements are shown on the
drawings. A penetrating sealer shall be applied to all surfaces and members shall be
bundle wrapped per AITC 111.
Material specifications, unless noted otherwise:
Simple span beams: 24F -V4 OF /DF
Substitution of other materials requires approval of the Engineer.
(4
ACTIVITY NUMBER: D01 -046 DATE: 02 -20 -01
PROJECT NAME: SOUTHCENTER BEST WESTERN
SITE ADDRESS: 15901 W VALLEY SUITE NO:
Original Plan Submittal Response to Incomplete Letter
Response to Correction Letter if
DEPARTMENTS:
y
Buil i ng Division
&PG E-22,01
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete PI Incomplete
Comments:
TOES /THURS ROUTING:
Please Route
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: (ten days)
Approved n
REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
Approved
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Structural Review Required
Approved with Conditions
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Revision rf After Permit Is Issued
REVIEWER'S INITIALS:
DATE:
Plannin "Division
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Permit Coordinator
DUE DATE: 02-22 -01
DUE DATE
Not Approved (attach comments)
DATE:
Not Applicable Ft
No further Review Required
DUE DATE 03 -22-01
ri
Approved with Conditions Not Approved (attach comments) n
ACTIVITY NUMBER: D01 -046 DATE: 02 -20 -01
PROJECT NAME: SOUTHCENTER BEST WESTERN
SITE ADDRESS: 15901 W VALLEY SUITE NO:
Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision If After Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
TUES /THURS ROUTING:
Please Route ri Structural
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
Approved ri Approved
REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
Approved
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PLAN REVIEW /ROUTING SLIP
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Planning Division
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DATE: 2 - ZZ - ZGO (
DUE DATE 03 -22-01
Not Approved (attach comments)
DATE: Z "ZZ — ZOO
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Not Applicable ri
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PERMIT NO.: ) O I^ 04u
BUILDING PERMITS
INSPECTIONS
❑ 00001 Progress Inspection Status
❑ 00002 Pre - construction
❑ 00003 Investigation
❑ 00004 OK to Occupy
❑ 00005 Remove Stop Work Order
❑ 00006 Follow -up
❑ 00007 Pre -Move Inspection
❑ 00050 WSEC Residential
❑ 00060 WA Ventilation/Indoor AQC
❑ 00070 NLEA Inspection/Modular Struct
❑ 00071 Mobile Home Tie Down Insp
❑ 00072 Marriage Lines
❑ 00090 Resteel
❑ 00095 Footing Drains
❑ 00100 Foundation Footings
❑ 00200 Foundation Walls
❑ 00250 Foundation Insulation
❑ 00300 Concrete Slab /Slab Insulation
❑ 00350 Crawl Space
❑ 00400 Shear Wall Nailing
❑ 00450 Plywood Wall Sheathing
❑ 00500 Roof Sheathing Nailing
❑ 00525 Plywood Deck Nailing
❑ 00550 Exterior Wall Sheathing
❑ 00600 Masonry Chimney
❑ X00610 Chimney Installation/All Types
L ' 00700 Framing
❑ 00750 Roof /Ceiling Insulation
❑ 00800 Floor Insulation
❑ 00801 Wall insulation
❑ 00802 Exterior Roof Insulation
❑ 00803 Glazing Inspection
❑ 00815 Lighting and Controls
❑ 00900 Suspended Ceiling
❑ 01000 Interior Wallboard Fastening
❑ 01001 Exterior Wallboard Fastening
❑ 01110 Pre -Move Inspection
❑ 01115 Motor Inspection
❑ 01120 Pre -Demo
❑ 01140 Pre - reroof
• 01400 Final -Fire
Q' 01700 Final- Building
❑ 01900 Final - Reroof
❑ 03100 Site Visit
❑ 04000 Special- Concrete
❑ 04001 Special -Bolts in Concrete
❑ 04001 Special - Mom/Resist Conc Frame
❑ 04003 Special -Reinf Steel Prestress
❑ 04004 Special- Welding
❑ 04005 Special- High - Strength Bolting
❑ 04006 Special - Structural Masonry
❑ 04007 Special -Reinf Gypsum Concrete
❑ 04008 Special- Insulating Conc Fill
❑ 04009 Special -Spray Fireproofing
❑ 04010 Special- Piling, Piers, Caissons
❑ 04011 Special - Shotcrete
❑ 0401 Special - Grading, Excav/Fill
❑ 04013 Special - Retaining Wall
❑ 04014 Special -Panels
❑ 04015 Special -Smoke Control System
CONDITIONS
[v . 0001 No changes to plans unless approved by Bldg Div
❑ 0010 Special inspection required, notify Bldg Div
❑ 0011 Special inspector shall submit final signed report
❑ 0012 New ceiling grid & light fixture shall meet lateral
bracing
❑ 0013 Partition walls attached to ceiling grid
❑ 0014 Readily accessible access to roof mounted equipment
❑ 0015 Engineered truss drawings & cafes shall be on site
❑ 0016 Exposed insulation backing material
❑ 0017 Subgradc preparation including drainage, excavation
❑ 0013 Statement from roofing contractor verifying Lire
retardant class of roof
E All construction to be done in conformance w /approved
plans
❑ "No work shall be done in addition to those modifications..."
❑ 0002 Plumbing permits shall be obtained through King Co
❑ 0020 Structural observation shall be provided for this project
❑ 0021 All food preparation establishments must have King Co
❑ 0022 Fire retardant treated wood shall have flame spread of
❑ 0023 Notify Building Division prior to placing any concrete
❑ 0024 All spray applied fireproofing shall be special inspected
❑ 0025 All wood to remain in placed concrete shall be treated
❑ X 0026 All structural masonry shall be special inspected
0027 Validity of Permit
0028 Rack storage requires separate permit
0003 Electrical permits obtained through L & 1
0030 No occupancy of building until final insp by Bldg Div
0032 Remove all weeds, concrete, stone foundations, flat
concrete
0036 Manufacture's installation instnictions required en site
"BTU maximum allowed per 1997 WA State Energy Code"
0035 Contact PW Div to obtain insp for water /sewer connect
0038 A C of 0 will be required for this permit
0039 Final approval for all TI w /in the limits of the SC Mall
0004 All mechanical work shall be under separate permit
0040 All construction noise to be in compliance with 8.2 TMC
041 Ventilation is required for all new rooms & spaces
0005 All permits, insp records & approved plans available
❑ 0006 All structural concrete shall be special inspected
❑ '`Applicant shall obtain a separate plumbing permit from King Co"
❑ "Anchoring — All new construct and substantial improvement shall be
anchored to prevent flotation"
❑ 0007 All structural welding shall be done by WABO certified
inspector
❑ 0008 All high - strength bolting shall be special inspected
❑ 0009 Bolts installed in concrete shall be special inspected
❑ 0031 Comply with requirements of TMC 16.04
❑ 0034 Removal of septic tanks require approval and
compliance with King Co Health Dept.
❑ "Obtain required inspections from appropriate water & sewer
districts"
❑ "Fuel burning appliances
❑ "Appliances, which generate...."
❑ "Water heater shall be anchored...."
❑ " Reroof'
Plan Reviewer.
Permit Tech:
Date:2 - 00'20 4 0(
Date: 2,.
-0 I
ACTIVITY NUMBER: D01 -046 DATE: 02 -20 -01
PROJECT NAME: SOUTHCENTER BEST WESTERN
SITE ADDRESS: 15901 W VALLEY SUITE NO:
Original Plan Submittal
DEPARTMENTS:
Building Division
Public Works
Complete ri
Please Route
PLAN REVIEW /ROUTING SLIP
Response to Correction Letter # Revision ?! After Permit Is Issued
Fire Prevention
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
C
Comments:
TUES /THURS ROUTING:
REVIEWER'S INITIALS:
Incomplete n
Structural Review Required
APPROVALS OR CORRECTIONS: (ten days)
Approved I 1 Approved with Conditions n
CORRECTION DETERMINATION:
Approved n Approved with Conditions
REVIEWER'S INITIALS:
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Response to Incomplete Letter I/
Planning Division
Permit Coordinator
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DUE DATE: 02-22 -01
Not Applicable C
No further Review Required
DATE: ..2 ?/C l
DUE DATE 03-22-01
Not Approved (attach comments) n
REVIEWER'S INITIALS: DATE:
DUE DATE
Not Approved (attach comments)
DATE:
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PROJECT NAME: SOUTHCENTER BEST WESTERN
SITE ADDRESS: 15901 W VALLEY SUITE NO:
Original Plan Submittal Response to Incomplete Letter It
Response to Correction Letter it Revision it After Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
DETERMINATIOIJ.OF COMPLETENESS: (Tues., Thurs.)
Complete
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TUES /THURS ROUTING:
Approved
Approved
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REVIEWR'S NI I LS: � DATE: 2(2. 7/
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REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
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DUE DATE: 02 -22 -01
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DUE DA'T'E 03-22-01
Not Approved (attach comments)
DATE: 2_2
DUE DATE
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DATE:
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D01 -046 DATE: 02 -20 -01
PROJECT NAME: SOUTHCENTER BEST WESTERN
SITE ADDRESS: 15901 W VALLEY SUITE NO:
Original Plan Submittal Response to Incomplete Letter if
Response to Correction Letter # Revision if After Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
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DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
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Planning Division
Permit Coordinator
DUE DATE: 02 -22-01
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DATE: c - 2
DUE DATE 03-22-01
Approved ri Approved with Conditions Not Approved (attach comments)
DATE:
DUE DATE
Approved n Approved with Conditions Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
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Department of Labor & Industries
Contractor Registration Scction
PO Box 44450
Olympia WA 98504-4,450
REGISTRATION VERIFICATION
TEMPORAR
(360) 902-5226
FAX (36 902-5228
To •
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Contractor: Your Certificate of Registration will be sent from the Olympia officgand
Certificate of Registration.
should be received within 2 to 3 weeks. Please keep this record until you receive your
F625-036-000 registration verification 12-98
•
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Thank you
NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN
THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.
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To
•1
FILE COPY .
1 understand that the Plan Cneck approvals are
subject to errors and omissions and approval of
pans does not authorize the violation of ny
adopted code or ordiname. Reo,ipti of con
tractor's copy o'f approved plans and roo'edped.
REVISIONS
z`;. ^ ^ -.L L 6E VIA' 7,1 TO
- 1''7 "';: WITHOUT 1'
: "•LA EUII_DI{` f?I
pIMEh151oNS
PER.PE.NPIGULAR. TO
PEZITCENTOC
1/17; l o -
REVISED 4 . 1 t o - E_<'
4 • 22 -
A
O
A
J
DRAWN BY: ML4
CHECKED BY:
APPROVED
JOB NO.
95
SHEET 5 RbF 1 3
FINISH SCHEDULE
N N N N N N N N N N H H N N
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W W W W W W W W W W W W W W W W W W W
xss xs xss xsxx xxxxx
00 0000 000000 00000 1 ,
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mmm mmmm '''mmmm
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11.
•
DOOR SCHEDULE
DASEMENT
MK OZE
Egg
t1d1.1.
TYPE RATING
IOCATIOM
1
36 x 84 x 1 - 3/4
M
H 11
FL 20
TO SERYICE DRIVE
2
36 x 80 x 1 -3/8
W
W
FL 20
TO LOCKSTORAOE
3
36 x 80 x 1 -3/8
W
W
FL 20
TO DRY STORAGE •
4
36 x 80 x 1 -3/8
- W
W
FL ' 20
TO LOCK LIQ
5
36 x 80 x 1 -3/8
W
W
OLZ
TO OFFICE
6
36 x 80 x 1 -3/8
M
H M
FL 60
TO COMPRESSO
UB
FLOOR
7
36x84x 1 -3/4
W
OAK
OLZ
EXIT /ENTRY
8
36 x 84 x 1 -3/4
W
OAK
OLZ
EXIT /ENTRY
9
36x 84 x 1 -3/4
W
. W
FL i
TO GARDEN
10
36:84 x 1 -3/4
W
W
FL 45
EXIT AT DINING
11
36 x 80 x 1 -3/4
W
W
FL 20
TO WOMENS
12
36 x 80 x 1 -3/4
W
W
FL 20
TO MEN'S
13
30x80x 1 -3/8
W
W
FL
TO JAN
14
36 :80 x 1 -3/4
W
W
FL 20
TO OFFICE
15
36x80x 1 -3/4
W
W
FL 20
TO OFFICE
16
36 0 80 x 1 -3/4
W
W
FL
TO OFFICE
17
42 x 80 x 1 -3/4
W
MAH
FL 90
TO CONE AREA
18
36 x 80 x 1 -3/8
W
W
FL
TO KITCHEN
19
36 x 80 0 1 -3/8
W
W
FL
TO SCULLERY
20
Six 80 x 1 -3/8
W
*
FL
TO KITCHEN
21 .
32880x1 - 3/8
W
W
FL
TO COATS
22
38 a 80 0 1-3/8
W
W
FL
TO EM. LAY.
23
36x808 1 -3/4
W
W
FL , 60
TO STAIR
2
, 32 % F I - /a
W
W
�L _
`_ - ru uF=ric.E. -�
1/17; l o -
REVISED 4 . 1 t o - E_<'
4 • 22 -
A
O
A
J
DRAWN BY: ML4
CHECKED BY:
APPROVED
JOB NO.
95
SHEET 5 RbF 1 3