HomeMy WebLinkAboutPermit D18-0363 - EMBASSY SUITES - WEDGE AWNINGSEMBASSY SUITES
15920 WEST VALLEY HWY
EXPIRED
06/05/2019
D18-0363
Parcel No:
Address:
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.gov
DEVELOPMENT PERMIT
0005800031
15920 WEST VALLEY HWY
Project Name: EMBASSY SUITES
Permit Number: D18-0363
Issue Date: 12/7/2018
Permit Expires On: 6/5/2019
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
Address:
SEATAC HOTEL OWNER LLC
350 W HUBBARD ST STE #250 ,
CHICAGO, WA, 60654
LUKE WALKER
18375 OLYMPIC AVE S , TUKWILA, WA,
98188
RAINIER INDUSTRIES LTD
18375 OLYMPIC AV S , TUKWILA, WA,
98188
RAINIIL066QP
EMBASSY SUITES
15920 W VALLEY HWY , TUKWILA, WA,
98188
Phone: (425) 981-1214
Phone: (425) 251-1800
Expiration Date: 1/11/2019
DESCRIPTION OF WORK:
INSTALLATION OF 3 WEDGE AWNINGS.
Project Valuation: $8,413.00
Type of Fire Protection:
Sprinklers: YES
Fire Alarm: YES
Type of Construction: VB
Electrical Service Provided by: TUKWILA
Fees Collected: $502.05
Occupancy per IBC: R-1
Water District: TUKWILA
Sewer District: TUKWILA
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
International Fuel Gas Code:
2015
2015
2015
2015
2015
National Electrical Code:
WA Cities Electrical Code:
WAC 296-46B:
WA State Energy Code:
2017
2017
2017
2015
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Volumes: Cut: 0 Fill: 0
Number: 0
No
Permit Center Authorized Signature:
u;)I, Q.f
Date: P---)
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development permit and agree to the conditions attached to this permit.
Signature: "g/A14(._ Wal(/1///\
Print Name: L -'.,LV JtLti't/
Date: iv- 7-18
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***BUILDING PERMIT CONDITIONS***
2: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
3: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
4: When special inspection is required, either the owner or the registered design professional in responsible
charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to
the first building inspection. The special inspector shall furnish inspection reports to the Building Official in
a timely manner.
5: A final report documenting required special inspections and correction of any discrepancies noted in the
inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the
approved special inspection agency and shall be submitted to the Building Official prior to and as a
condition of final inspection approval.
6: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
7: 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 this requirement.
8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
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.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
0409 FRAMING
4046 SI-EPDXY/EXP CONC
0'1
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No. bi g,01 ip 3
Project No.
Date Application Accepted: 11- \ 3"1U
Date Application Expires: ,a -1 311
(For office use only)
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION
Site Address: 15920 W Valley Hwy
Tenant Name: Embassy Suites
King Co Assessor's TaxNo.: 0005800024
Suite Number:
New Tenant:
PROPERTY OWNER
Name: Luke Walker
Address: 18375 Olympic Ave S
Name: Harold Harris
Phone: (425) 981-1214 Fax:
Email: lukew@rainier.com
Address: 22408 95th CT S
City: Tukwila State: WA
City: Kent
State: WA
Zip: 98031
CONTACT PERSON — person receiving all project
communication
Name: Luke Walker
Address: 18375 Olympic Ave S
City: Tukwila State: WA Zip: 98188
Phone: (425) 981-1214 Fax:
Email: lukew@rainier.com
GENERAL CONTRACTOR INFORMATION
Company Name: Rainier Industries
Address: 18375 Olympic Ave S
City: Tukwila State: WA Zip: 98188
Phone: (425) 251-1800 Fax:
Contr Reg No.: RAINIIL066QP Exp Date: 01/11/2019
Tukwila Business License No.: BUS -0100320
H:\Applications\Forms-Applications On Line \2011 ApplicationsTermit Application Revised - 8-9-I Ldocx
Revised: August 2011
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Floor:
❑ Yes m ..No
ARCHITECT OF RECORI)
Company Name: Rainier Industries
Company Name:
Engineer Name: Thomas Swanson
Architect Name:
City: Tukwila State: WA
Address:
Phone: (425) 981-1214 Fax:
City:
State:
Zip:
Phone:
Fax:
Email:
ENGINEER OF RECORD
Company Name: Rainier Industries
Engineer Name: Thomas Swanson
Address: 18375 Olympic Ave S
City: Tukwila State: WA
Zip: 98188
Phone: (425) 981-1214 Fax:
Email: thomass@rainier.com
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name: B(.M4 0.3 y 5
f$926 W it 7
City: ��, kh/r l 0l State: vA Z1P: L 51
Address: -
Page 1 of4
BUILDING PERMIT INFORMATION — 206-431-3670
Valuation of Project (contractor's bid price): $ 8,413 Existing Building Valuation: $ 29,899,200
Describe the scope of work (please provide detailed information):
Installation of 3 wedge awnings
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:
El Sprinklers [� Automatic Fire Alarm 0 None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 119 Yes ❑ No
If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantic es 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\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
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Page 2 of 4
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1s` Floor
142,988
160
2nd Floor
3rd 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:
El Sprinklers [� Automatic Fire Alarm 0 None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 119 Yes ❑ No
If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantic es 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\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
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Page 2 of 4
PUBLIC WORKS PERMIT INFORMATION — 206-433-0179
Scope of Work (please provide detailed information):
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ ...Tukwila ❑ ...Water District #125
❑ ...Water Availability Provided
Sewer District
❑ ...Tukwila
❑ ...Sewer Use Certificate
❑ .. Highline
❑ ... Valley View ❑ .. Renton
0... Sewer Availability Provided
❑ .. Renton
❑ .. Seattle
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.
Submitted with Application (mark boxes which apply):
0 ...Civil Plans (Maximum Paper Size — 22" x 34")
❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report D.. Traffic Impact Analysis
❑ ...Bond 0 .. Insurance ❑ .. Easement(s) 0 .. Maintenance Agreement(s) ❑ ... Hold Harmless — (SAO)
❑ ...Hold Harmless — (ROW)
Proposed Activities (mark boxes that apply):
❑ ...Right-of-way Use - Nonprofit for less than 72 hours
❑ ...Right-of-way Use - No Disturbance
❑ ...Construction/Excavation/Fill - Right-of-way 0
Non Right-of-way ❑
❑ ...Total Cut
❑ ...Total Fill
cubic yards
cubic yards
❑ ...Sanitary Side Sewer
❑ ...Cap or Remove Utilities
❑ ...Frontage Improvements
❑ ...Traffic Control
❑ ...Backflow Prevention - Fire Protection
Irrigation
Domestic Water
❑ .. Right-of-way Use - Profit for less than 72 hours
❑ .. Right-of-way Use — Potential Disturbance
❑ .. Work in Flood Zone
❑ .. Storm Drainage
❑ .. Abandon Septic Tank
❑ .. Curb Cut
❑ .. Pavement Cut
❑ .. Looped Fire Line
17
❑ ...Permanent Water Meter Size... WO #
❑ .. Grease Interceptor
❑ .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
❑ ...Temporary Water Meter Size .. WO #
❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size
❑ ...Sewer Main Extension Public ❑ Private ❑
❑ ...Water Main Extension Public ❑ Private ❑
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
❑
...Water ❑ ...Sewer
Monthly Service Billing to:
Name:
❑ ...Sewage Treatment
Day Telephone:
Mailing Address:
City State Zip
Water Meter Refund/Billing:
Name:
Mailing Address:
Day Telephone:
City
State Zip
H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
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Page 3 of 4
PERMIT APPLICATION NOTES —
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT 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 AUTHORIZED AGENT:
Luke Walker Ogmxzge.any WWalker
DMarsWk!Walker, keWezINuzenes,au,emalklukewlralnkr..vn, c=1.15Signature: Da. 2017.I1.0308.15d]ar Dale:
Print Name: Luke Walker Day Telephone: (425) 981-1214
Mailing Address: 18375 Olympic Ave S Tukwila WA 98188
H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 Ldocx
Revised: August 2011
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City State Zip
Page 4 of 4
Cash Register Receipt
City of Tukwila
Receipt Number
DESCRIPTIONS
PermitTRAK
ACCOUNT
QUANTITY
PAID
$319.94
D18-0363 Address: 15920 WEST VALLEY HWY Apn: 0005800031
$319.94
Credit Card Fee
$9.32
Credit Card Fee
R000.369.908.00.00
0.00
$9.32
DEVELOPMENT
$297.02
PERMIT FEE
R000.322.100.00.00
0.00
$272.02
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$25.00
TECHNOLOGY FEE
$13.60
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R15995
R000.322.900.04.00
0.00
$13.60
$319.94
Date Paid: Friday, December 07, 2018
Paid By: LUKE WALKER
Pay Method: CREDIT CARD 030229
Printed: Friday, December 07, 2018 11:07 AM 1 of 1
CPWSY
110
Cash Register Receipt
City of Tukwila
DESCRIPTIONS
PermitTRAK
ACCOUNT
QUANTITY I
PAID
$182.11
D18-0363 Address: 15920 WEST VALLEY HWY
Apn: 0005800031
$182.11
Credit Card Fee
$5.30
Credit Card Fee
R000.369.908.00.00
0.00
$5.30
DEVELOPMENT
$176.81
PLAN CHECK FEE
TOTAL FEES PAID BY RECEIPT: R15824
R000.345.830.00.00
0.00
$176.81
$182.11
Date Paid: Tuesday, November 13, 2018
Paid By: LUKE WALKER
Pay Method: CREDIT CARD 036063
Printed: Tuesday, November 13, 2018 11:54 AM 1 of 1
SYSTEMS
CO TUKWILA ETRAKIT
6200 SOUTHCENTER BLVD
TUKWILA, WA 98188
206-433-1870
CITY OF TUKWILA
0017340000802374464500
Date: 12/07/2018 11:06:50 AM
CREDIT CARD SALE
MASTERCARD
CARD NUMBER: **********1300 K
TRAN AMOUNT: $319.94
APPROVAL CD: 030229
RECORD #: 000
CLERK ID: Bill
X
{CARDHOLDER'S SIGNATURE}
I AGREE TO PAY THE ABOVE TOTAL AMOUNT
ACCORDING TO THE CARD ISSUER AGREEMENT
(MERCHANT AGREEMENT IF CREDIT VOUCHER)
Thank you!
Merchant Copy
Page 1 of 2
https://classic.convergepay.com/VirtualMerchant/transaction. do?dispatchMethod=printTra... 12/7/2018
0
CO TUKWILA ETRAKIT
6200 SOUTHCENTER BLVD
TUKWILA, WA 98188
206-433-1870
CITY OF TUKWILA
Date: 11/13/2018 11:54:16 AM
CREDIT CARD SALE
MASTERCARD
CARD NUMBER: **********1300 K
TRAN AMOUNT: $182.11
APPROVAL CD: 036063
RECORD #: 000
CLERK ID: Bill
Thank you!
Customer Copy
Page 2 of 2
https://classic.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTr... 11/13/2018
1
2
3
4
._:.;v iS;(,irlS 6
No chun Y.�i�:+st
1� iif_, 7rcoe
of work i'Vltho`.. pl l i approval of
Tukwila Bui':ding Division
NOTE: Revisions will require a new plan submittal
and may include additional plan reviow fees
GENERAL NOTES
1. THESE DRAWINGS HAVE BEEN PREPARED PRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OF LIFE, NOT
TO LIMIT DAMAGE OR MAINTAIN FUNCTION -AS PER REQUIREMENTS OF THE CURRENT ACCEPTED BUILDING CODE AS LISTED IN THE BASIS
FOR DESIGN.
2. AN EXPERIENCED LICENSED CONTRACTOR WITH A WORKING KNOWLEDGE OF APPLICABLE CODES AND INDUSTRY ACCEPTED
STANDARD PRACTICES SHALL PERFORM THE WORK DEPICTED IN THESE DRAWINGS.
3. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE CURRENT GOVERNING BUILDING CODE AND INDUSTRY SPECIFIC
SPECIFICATIONS AND STANDARDS. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF ALL REGULATORY AGENCIES WITH
AUTHORITY OVER ANY PORTION OF THE WORK. WORK NOT EXPLICITLY SHOWN ON THESE DRAWINGS SHALL CONFORM TO ALL
APPLICABLE CODES AND ACCEPTED STANDARD PRACTICES.
4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS ON THESE DRAWINGS WITH THE ARCHITECTURAL
AND ALL OTHER DISCIPLINE DRAWINGS PRIOR TO START OF CONSTRUCTION. NOTIFY ARCHITECT OR EOR IN WRITING BEFORE THE START
OF CONSTRUCTION REGARDING DISCREPANCIES, OMISSIONS OR VARIATIONS, OR THEY SHALL BECOME THE SOLE RESPONSIBILITY OF
THE CONTRACTOR. NOTES AND THE SPECIFIC DETAILS ON THESE DRAWINGS TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES
AND TYPICAL DETAILS.
5. CONSTRUCTION METHODS ARE NOT INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL
METHODS, SEQUENCES AND PROCEDURES OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING,
FORMWORK, ETC. AS REQUIRED FOR THE PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION.
6. OPENINGS, POCKETS, ETC. LARGER THAN 6 INCHES SHALL NOT BE PLACED IN STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED
ON THESE DRAWINGS. WHEN DRAWINGS BY OTHERS SHOW ITEMS IN STRUCTURAL MEMBERS NOT SHOWN ON THE STRUCTURAL
DRAWINGS, NOTIFY THE ENGINEER IN WRITING TO DETERMINE CORRECT DISPOSITION.
7. SITE VISITS BY THE EOR ARE A RESOURCE FOR THE CONTRACTOR AND SHALL NOT BE CONSIDERED AS SPECIAICRgNS•.'�
8. GENERAL INSPECTION AND SPECIAL INSPECTION SHALL BE PERFORMED DURING CONSTRUCTION AS REQUIRE ff LLTTJJttfL
GOVERNING MUNICIPALITY.
BASIS FOR DESIGN
1. GOVERNING BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE
2. RISK CATEGORY: II
3. ROOF LOADS:
DEAD LOAD = SELF WEIGHT + 0.25 PSF MISC. DEAD LOAD
LIVE LOAD = 5 PSF (NON-REDUCIBLE)
SNOW LOAD = 25 PSF (MINIMUM REQUIRED SNOW LOAD)
4. WIND DESIGN:
BASIC WIND SPEED = 110 MPH
WIND EXPOSURE = C
RISK CATEGORY: II
MEAN ROOF HEIGHT = LESS THAN 15'-0"
5. SEISMIC DESIGN:
WIND LOADS GOVE' ' L CTU DES
; WEDGE BOLT SPECIAL INSPECTION
TO VERIFY HOLE DEPTH AND DUST REMOVAL,
PRIOR TO INSTALLATION OF CONCRETE EPDXY
APPLICATION FOR STEEL OR ANCHOR BOLT (OR
IF APPLICABLE) WEDGE ANCHOR BOLTS.
INSPECTION OF WEDGE -ANCHOR -BOLT M
INCLUDED WITH FRAMING INSPECTIONS.
Perm .1o.
DI(6- 092L$17
7
REVIEWED FOR
CODE COMPLIANCE
APPROVCD
REV IONS HISTORY
REV
DESCRIPTIO
A
PRELIMINARY
NOV 2
BY DATE
0020186/2018
APPR
City of Tukwila
STRUCTURAL ALUMINUM 1 BUILDING •
1. ALL ALUMINUM ALLOYS SHALL BE MINIMUM 6061-T6 WITH MINI oivi
35 KSI, U.N.O.
2. ALL ALUMINUM WELDS SHALL CONFORM TO CURRENT ALUMINUM SPECIFICATIONS.
3. ALUMINUM PARTS SHALL BE WELDED WITH AN INERT GAS SHIELDED ARC OR RESISTANCE
WELDING PROCESS. NO WELDING PROCESS THAT REQUIRES A WELDING FLUX SHALL BE
USED. ONLY FILLER ALLOYS COMPLYING WITH THE GOVERNING CODE AND SPECIFICATIONS
REQUIREMENTS SHALL BE USED.
4. ALL WELDS OF STRUCTURAL MEMBERS SHALL BE PERFORMED BY WELDERS QUALIFIED IN
ACCORDANCE WITH THE GOVERNING CODE PROCEDURES.
5. WELDING OF ALUMINUM SHALL BE IN ACCORDANCE WITH NATIONALLY RECOGNIZED
STANDARDS.
6. OXYGEN CUTTING OF ALUMINUM ALLOYS SHALL NOT BE PERMITTED.
7. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS (OTHER THAN
STAINLESS, ALUMINIZED OR GALVANIZED STEEL) OR ABSORBENT BUILDING MATERIALS LIKELY
TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FAYING SURFACES SHALL BE PAINTED
OR OTHERWISE SEPARATED IN ACCORDANCE WITH THE CURRENT ALUMINUM
SPECIFICATIONS.
8. DURING ERECTION, STRUCTURAL ALUMINUM SHALL BE ADEQUATELY BRACED AND
FASTENED TO RESIST DEAD, WIND AND ERECTION LOADS.
9. ALUMINUM TO ALUMINUM WELDS TO BE MINIMUM 1/8" FILLET
FASTENERS
1. SCREWS SHALL BE SELF -TAPPING HEX HEAD SHEET METAL SCREWS WITH CURRENT
ICBO/ICC RATING FOR MATERIAL INTO WHICH INSTALLATION OCCURS.
2. SCREWS WHICH ARE REMOVED SHALL BE REPLACED WITH A LARGER DIAMETER SCREW
WHERE REPLACEMENT IS MADE INTO AN EXISTING HOLE. REPLACE ALL SCREWS WHICH STRIP
OUT MATERIAL.
Plan review is cutlect to errors and emissions. 3. SCREWS SHALL BE SPACED NO CLOSER THAN 5/8" O.C. AND MAINTAIN A MINIMUM FREE
EDGE DISTANCE OF 1/2", U.N.O.
Approval cf a,,: ne`..;'uo:ion documents does not authorize4. U.N.O.P OR
DFOR
SIZE ALL CLIP ANGLES ANDEFLATCLIPS TO MAINTAIN MINIMUM SCREW SPACINGLAND
t118 violation of any adopt") Code cr ordinance. Receipt 5.EVE.
D ALL GE DISTANCES
SCREWS #8 AND OLARGER TED OSHALL HAVE A MINIMUM HEAD SIZE OF 5/16". ALL SCREWS
SHALL HAVE SUFFICIENT LENGTH TO ENSURE PENETRATION INTO ALUMINUM/STEEL BY AT
of approved Field Copy and conditions is ackric lcdgad: LEAST (2) FULL DIAMETER THREADS.
6. ALL SCREWS SHALL BE A MINIMUM OF #8 SELF -TAPPING SCREWS, U.N.O.
7. ALL ANCHORS INSTALLED INTO CONCRETE SHALL BE HILTI KB TZ EXPANSION ANCHORS
(ESR -1917) OR HILTI HIT -RE 500-V3 ADHESIVE ANCHORS (ESR -3814). ALL ANCHORS INSTALLED
INTO CMU SHALL BE HILTI KB 111 EXPANSION ANCHORS (ESR -1385) OR HILTI HIT HY-150
ADHESIVE ANCHORS (ESR -1967). APPROVED EQUIVALENT ANCHORS WITH CURRENT ICBO/ICC
REPORTS MAY BE USED AT THE CONTRACTOR's DISCRETION.
8. ALL BQLTS SHALL BE INSTALLED AS BEARING -TYPE CONNECTIONS WITH THREADS
EXCLUDED FROM SHEAR PLANE (TYPE "X" CONNECTION), U.N.O. HIGH-STRENGTH BOLTS
SHALL BE SNUG TIGHTENED USING ANY AISC APPROVED METHOD AND DO NOT REQUIRE
SPECIAL INSPECTIONS UNLESS NOTED OTHERWISE. ALL BOLTS IN SLOTTED OR OVERSIZE
HOLES AND ALL HIGH-STRENGTH BOLTS SHALL BE INSTALLED WITH WASHERS.
By:
.1/0 cktit
Date: i 2-/7(i '
City of Tukwila
BUILDING DIVISION
�wnin ?"1\ bz hon' CombN91-091e;
Cover MoriAl P.ex 190
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.R.4•
12 L.:::.^ .
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dumbing
Lh Gas Piping
City of Tukwila
ilL "iia DIViSI
11.07.2018
SPECIAL INSPECTION
1. ALL REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE
CURRENT ACCEPTED BUILDING CODE. CHECK WITH THE LOCAL BUILDING DEPARTMENT FOR
REQUIRED SPECIAL INSPECTIONS.
2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE
COMPETENCE, TO THE SATISFACTION OF THE LOCAL BUILDING DEPARTMENT, FOR THE
INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING
SPECIAL INSPECTION.
3. THE SPECIAL INSPECTOR SHALL INSPECT THE WORK ASSIGNED FOR CONFORMANCE WITH
THE APPROVED CONTRACT DRAWINGS AND SPECIFICATIONS. THE SPECIAL INSPECTOR
SHALL FURNISH INSPECTION REPORTS TO THE LOCAL BUILDING DEPARTMENT, THE EOR AND
OTHER DESIGNATED PERSONS REQUIRED BY THE GOVERNING BUILDING OFFICIAL. ALL
DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR
FOR CORRECTION, AND THEN IF UNCORRECTED IN A REASONABLE PERIOD OF TIME, THE EOR
AND THE BUILDING OFFICIAL SHALL BE NOTIFIED. THE SPECIAL INSPECTOR SHALL SUBMIT A
FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS,
TO THE BEST OF THE INSPECTORS KNOWLEDGE, CONSTRUCTED IN CONFORMANCE WITH THE
APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE BUILDING CODE PROVISIONS
4. INSPECTORS SHALL INSPECT FROM AN APPROVED SET OF CONTRACT DRAWINGS, SHOP
DRAWINGS SHALL NOT BE USED IN LIEU OF THE APPROVED CONTRACT DRAWINGS FOR
INSPECTION PURPOSES.
5. CERTIFICATE OF APPROVAL REGARDING MATERIALS AND INSPECTION OF PREFABRICATED
ITEMS SHALL BE PROVIDED IN ACCORDANCE WITH THE CURRENT ACCEPTED BUILDING CODE.
RECEIVED
CITY OF TUKWILA
NUV 13 2018
PERMIT CENTER
oca
THREE WEDGE AWNINGS
=±1/4"
.XX =±1/16"
ANGLES=±1°
EMBASSY SUITES
GENERAL ENGINEERING NOTES
an�ca
RAINIER INDUSTRIES LTD
408403
PO.5
FILE NAME: P:1DTSIDEVELOPMENTlEMBASSY SUITES1408403- EMBASSY SUITES TUKWILA 1408403-1-1 - NEW WEDGE AWNING REPLACEMENTIDRAWINGIPACKAND GO1
1
2
3
4
5
7
8
NOTE:
ALL AWNING ATTACHMENTS ARE INTO WINDOW MULLIONS
REVISIONS HISTORY
REV
DESCRIPTION
BY
DATE
APPR
A
PRELIMINARY DWG
TCS
10/15/2018
FUNCTION: TO PROVIDE COVER
NOTES:
ORIGINAL DESIGN CONCEPTS ARE PROTECTED UNDER FEDERAL COPYRIGHT
LAWS AND ARE THE PROPERTY OF RAINIER INDUSTRIES, LTD. ANY
REPRODUCTION OF THIS DESIGN CONCEPT WITHOUT WRITTEN CONSENT IS
EXPRESSLY FORBIDDEN.
\ii tI
"1.1PAirairlz,, Tr. 9
• OMPL
APPROVED
PROPOSED LEFT SIDE AWNING
DELIVERABLES
DESCRIPTION
QTY
WEDGE AWNING, 228" WIDE, 48" TALL, 36" DEEP, 12" TRUSS
2
CENTER AWNING, 184" WIDE, 48" TALL, 36" DEEP, 12" TRUSS
1
PROPOSED CENTER AWNING
ISOMETRIC VIEW OF COMPLETE ASSEMBLY
QTY (1)
NOV 2 0 2018
(City of Tukwila
BUILDING DIVISION
11.07.2018
RECEIVED
CITY OF TUKWILA
NUV 13 2018
PERMIT CENTER
PROPOSED RIGHT SIDE AWNING
ADDRESS: 15920 W Valley Hwy, Seattle, WA 98188
SHEET INDEX
PAGE
SHEET DESCRIPTION
DEPARTMENT
P1
SCOPE OF WORK
ALL
P2
ELEVATION VIEW
P3
END FRAME CUT LIST
M
P4
END FRAME DETAIL
M
P5
CENTER FRAME CUT LIST
M
P6
CENTER FRAME DETAIL
M
THREE WEDGE AWNINGS
.X=±1/4"
.XX = ± 1/16"
ANGLES = ± 1°
EMBASSY SUITES
SCOPE OF WORK
P�WIan RAINIER INDUSTRIES LTD
", •
N/A
Pk,
408403 "°,
P1
FILE NAME: P:1DTSIDEVELOPMENTIEMBASSY SUITES1408403 - EMBASSY SUITES TUKWILA1408403-1-1 - NEW WEDGE AWNING REPLACEMENTIORAWINGIPACK AND GOl
4
8
1" SINGLE Z BRACKET
1/4"-20 X 1" TEK SCREW
228"
c
EXISTING WINDOW MULLIONS
(BY OTHERS)
UPPER ATTACHMENT DETAIL E
1 ATTACHMENT PER SIDE OF FULL FRAME
16 PER TOP BAR OF AWNING
EXISTING WALL
(BY OTHERS)
A
ELEVATION VIEW OF COMPELTE ASSEMBLY
1"X1" FULL FRAME BACK MEMBER
(1) 1/4" X 1 1/2" TEK SCREW
ON FULL FRAME MEMBER
(2) 1/4" X 1 1/2" TEK SCREW
ONE EACH SIDE OF FULL FRAME
1"X1" LOWER BACK BAR
LOWER ATTACHMENT DETAIL R
1 ATTACHMENT PER SIDE OF FULL FRAME
1 TEK SCREW IN FULL FRAME MEMBER
24 PER LOWER AWNING ATTACHMENT
EXISTING WINDOW MULLIONS
(BY OTHERS)
EXISTING WALL
(BY OTHERS)
AWNING FRAME
1/4"-20 X 1 1/2" TEK SCREW
FULL FRAME ATTACHMENT DETAIL P
2 PER FULL FRAME MEMBER
36"
y
SECTION A•A
EXISTING WINDOW MULLIONS
(BY OTHERS)
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 2 0 2018
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
NOV 13 2018
PERMIT CENTER
NOTE:
ALL AWNING ATTACHMENTS ARE INTO WINDOW MULLIONS
11.07.2018
THREE WEDGE AWNINGS
X=±1/4"
.XX = ± 1/16"
ANGLES =± 1°
EMBASSY SUITES
ELEVATION VIEW
Ch�CCf
RAINIER INDUSTRIES LTD
N/A
408403
P2
FILE NAME: P:\DTS\DEVELOPMENT\EMBASSY SUITES1408403 - EMBASSY SUITES TUKWILA1408403-1-1 - NEW WEDGE AWNING REPLACEMENT\DRAWINGIPACK AND GOl
7
8
QTY.
DESCRIPTION
Part
LENGTH
ANGLE1
ANGLE2
1
1
lin x lin x 0.125in Staple Tube
1210-0006
228"
0.00
0.00
2
2
lin x lin x 0.110in Alum. Tube
1210-0011
226"
0.00
0.00
3
7
lin x lin x 0.11in Alum. Tube
1210-0010
10"
0.00
0.00
4
7
lin x lin x 0.110in Alum. Tube
1210-0011
50 1/8"
45.81
44.19
5
3
lin x lin x 0.110in Alum. Tube
1210-0011
46"
0.00
0.00
6
1
3/4in x 3/4in x 0.110in Alum. Tube
1210-0010
227 3/4"
0.00
0.00
7
1
lin x lin x 0.125in Staple Tube
1210-0006
226"
0.00
0.00
8
2
1 in x 1 in x 0.125in Staple Tube
1210-0006
50 3/16"
22.10
45.81
9
2
1in x lin x 0.125in Staple Tube
1210-0006
12"
45.00
22.10
10
2
lin x lin x 0.125in Staple Tube
1210-0006
36"
45.00
45.00
11
2
lin x lin x 0.125in Staple Tube
1210-0006
47"
0.00
45.00
12
3
tin x lin x 0.125in Alum. Tube
1210-0013
34"
0.00
0.00
13
2
1 in x 1 in x 0.110in Alum. Tube
1210-0011
28 5/16"
45.81
0.00
14
3
lin x lin x 0.110in Alum. Tube
1210-0011
27 1/4"
45.81
0.00
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 2 0 2018
City of Tukwila
BUILDING DIVISION
ISOMETRIC VIEW OF FRAME
RECEIVED
CITY OF TUKWILA
NOV 13 2018
11.07.2018
,RT CESCR,ICN
THREE WEDGE AWNINGS
PERMIT CENTEF1
.X=±1/4„
.XX = ± 1/16"
ANGLES =±1°
EMBASSY SUITES
END FRAME CUT LIST
p AI NICD
RAINIER INDUSTRIES LTD
N/A j(
408403
P3
FILE NAME: P:\DTS\DEVELOPMENT\ EMBASSY SUITES\408403 - EMBASSY SUITES TUKWILA\408403-1-1 - NEW WEDGE AWNING REPLACEMENT\DRAWING\PACK AND GO\
•
4
5
6
7
8
228°
0
a0 cD ,[Jcsi co
M O
FRONT VIEW OF FRAME
TYP
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 2 0 2018
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
NOV 13 2018
PERMIT CENTER
RIGHT VIEW OF FRAME
1
11.07.2018
THREE WEDGE AWNINGS
.X=±1/4"
.XX =± 1/16"
ANGLES =± 1°
EMBASSY SUITES
END FRAME DETA L
/`-
C7AINICD
RAINIER INDUSTRIES LTD
N/A
408403
P4
FILE NAME: P:1DTS\DEVELOPMENT\EMBASSY SUITES1408403 - EMBASSY SUITES TUKWILA1408403-1-1 - NEW WEDGE AWNING REPLACEMENT\DRAWING\PACK AND GO\
4
5
6
7
8
QTY.
DESCRIPTION
Part
LENGTH
ANGLE1
ANGLE2
1
1
lin x lin x 0.125in Staple Tube
1210-0006
228"
0.00
0.00
2
2
lin x lin x 0.110in Alum. Tube
1210-0011
226"
0.00
0.00
3
7
lin x lin x 0.11in Alum. Tube
1210-0010
10"
0.00
0.00
4
7
lin x lin x 0.110in Alum. Tube
1210-0011
50 1/8"
45.81
44.19
5
3
lin x lin x 0.110in Alum. Tube
1210-0011
46"
0.00
0.00
6
1
3/4in x 3/4in x 0.110in Alum. Tube
1210-0010
227 3/4"
0.00
0.00
7
1
lin x lin x 0.125in Staple Tube
1210-0006
226"
0.00
0.00
8
2
lin x lin x 0.125in Staple Tube
1210-0006
50 3/16"
22.10
45.81
9
2
lin x lin x 0.125in Staple Tube
1210-0006
12"
45.00
22.10
10
2
lin x lin x 0.125in Staple Tube
1210-0006
36"
45.00
45.00
11
2
lin x lin x 0.125in Staple Tube
1210-0006
47"
0.00
45.00
12
3
2in x lin x 0.125in Alum. Tube
1210-0013
34"
0.00
0.00
13
2
lin x lin x 0.110in Alum. Tube
1210-0011
28 5/16"
45.81
0.00
14
3
lin x lin x 0.110in Alum. Tube
1210-0011
27 1/4"
45.81
0.00
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 2 0 2118
City of Tukwila
BUILDING DIVISION
ISOMETRIC VIEW OF FRAME
RECEIVED
CITY OF TUKWILA
NUV 13 2118
PERMIT CENTER
11.07.2018
THREE WEDGE AWNINGS
.X=±1/4"
.XX =±1/16"
ANGLES = ± 1°
EMBASSY SUITES
CENTER FRAME CUT LIST
IN
AI
CS INI GR
RAINIER INDUSTRIES LTD
N/A'A:r,
408403 °
P5
FILE NAME P:IDTSIDEVELOPMENTEMBASSY SUITES1408403 - EMBASSY SUITES TUKWILA\408403-1-1 - NEW WEDGE AWNING REPLACEMENTDRAWING\PACK AND GOI
8
184"
o
CO Cr
(c:11
FRONT VIEW OF FRAME
TYP
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 20 2313
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF 1 UK• ILA
NO 13 2318
PERMIT CENTER
RIGHT VIEW OF FRAME
11.07.2018
THREE WEDGE AWNINGS
.X=±1/4"
.XX = ± 1/16"
ANGLES = ± 1°
EMBASSY SUITES
CENTER FRAME DETAIL
RAINICF
RAINIER INDUSTRIES LTD
N/A
408403
P6
FILE NAME: P:IDTS\DEVELOPMENT\EMBASSY SUITES1408403 - EMBASSY SUITES TUKWILA\408403-1-1 - NEW WEDGE AWNING REPLACEMENTIDRAWINGIPACK AND GOt
5/2/2019
City of Tukwila
Department of Community Development
LUKE WALKER
18375 OLYMPIC AVE S
TUKWILA, WA 98188
RE: Permit No. D18-0363
EMBASSY SUITES
15920 W VALLEY HWY
Dear Permit Holder:
Allan Ekberg, Mayor
Jack Pace, Director
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, International Mechanical Code, Uniform Plumbing Code and/or the National Electric
Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null
and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 6/5/2019.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 6/5/2019, 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.
Sinperely,
aG(c z .- !1 c d1
Kandace Nichols
Permit Technician
File No: D18-0363
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D18-0363 DATE: 11/13/18
PROJECT NAME: EMBASSY SUITES
SITE ADDRESS: 15920 W VALLEY HWY
X Original Plan Submittal
Response to Correction Letter #
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
Pct DJU j('kt
Building Division WI
JJ� NP,- 114
Public Works
kti 4Li\g
Fire Prevention
Structural
1A9, 11114.11
Planning Division p
Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable
(no approval/review required)
DATE: 11/15/18
Structural Review Required
REVIEWER'S INITIALS: DATE:
n
APPROVALS OR CORRECTIONS:
Approved
n Approved with Conditions
Corrections Required
(corrections entered in Reviews)
Denied
(ie: Zoning Issues)
DUE DATE: 12/13/18
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
RAINIER INDUSTRIES LTD c Page 1 of 2
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Washington State Department of
)Labor & Industries
A -Z index Help
My r. td
Workplace Rights Trades & Licensing
RAINIER INDUSTRIES LTD
Owner or tradesperson
Principals
CAMPBELL, SCOTT CURTICE, PRESIDENT
CAMPBELL, KAREN LYNN, VICE
PRESIDENT
SCHOONMAKER, GEORGE W
(End: 01/01/1980)
SCHOONMAKER, GEORGE W, AGENT
(End: 01/01/1980)
Doing business as
RAINIER INDUSTRIES LTD
WA UBI No.
600 523 816
18375 OLYMPIC AVE S
TUKWILA, WA 98188
425-251-1800
KING County
Business type
Corporation
License
Verify the contractors active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
Meets current requirements.
License specialties
Awnings, Canopies, Patio Covers, Exterior
Screens
License no.
RAINIIL066QP
Effective — expiration
11/17/1994— 01/11/2019
Bond
CBIC
Bond account no.
LB6600
$6,000.00
Received by L&I Effective date
09/16/2002 10/01/2002
Expiration date
Until Canceled
Insurance
Phoenix Insurance Company, The
Policy no.
6300532991
$1,000,000 00
Received by L&I Effective date
12/22/2017 12/31/2016
Expiration date
12/31/2018
Insurance history
Help us improve
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600523816&LIC=RAINIIL066QP&SAW= 12/7/2018
RAINIER INDUSTRIES LTD
Savings
No savings accounts during the previous 6 )owrperiod.
Lawsuits against the bond or savings
No lawsuits against the bond or savings accounts during the previous 6 year period.
LAI Tax debts
..................
No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts
may be recorded by other agencies.
f-1
License Violations
No license violations during the previous 6 year period.
Workers' comp
Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums.
L&I Account ID
476,685-00
Doing business as
RAINIER INDUSTRIES LTD
Estimated workers reported
Quarter 3 of Year 2018 "Greater than 100 Workers"
L&I account contact
T5 / MARVIN GREEN (360)902-4967 - Email: GRMB235@Ini.wa.gov
Account is current.
Public Works Strikes and Debarments
Verify the contractor is eligible to perform work on public works projects.
Contractor Strikes
This contractor received a valid strike(s) for violation or infraction for the following L&I law(s). Learn more about
contractor strikes.
RCW Violation
18.27.200
Description
Failure to comply with contractor registration
requirements, per RCW 18.27
Contractors not allowed to bid
......................
No debarments have been issued against this contractor.
Effectve Date
9/8/2012
Workplace safety and health
Check for any past safety and health violations found on jobsites this business was responsible for.
Inspection results date
12/14/2016
Inspection no.
317942802
Location
901 E Mason Lake DR
Grapeview, WA 98546
No violations
Page 2 of 2
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