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Permit D18-0366 - VIETNAMESE MARTYRS PARISH - COOKING SHELTER
VIETNAMESE MARTYRS PARISH - COOKING SHELTER 6841 S 180TH ST EXPIRED 08/07/2019 018-0366 Parcel No: Address: Project Name: 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 3623049087 Permit Number: 6841 S 180TH ST Issue Date: Permit Expires On: VIETNAMESE MARTYRS PARISH- COOKING SHELTER D18-0366 2/8/2019 8/7/2019 Owner: Name: Address: ARCHDIOCESE OF SEATTLE 710 9TH AVE C/O ROY ANNIE, SEATTLE, WA, 98104 Contact Person:' Name: KIEN NGUYEN Phone: (253) 951-6449 6841 S 180 ST, TUKWILA, WA, 98188 OWNER AFFIDAVIT ON FILE - KIEN Phone: NGUYEN Expiration Date: Address: Contractor: Name: Address: License No: Lender: Name: Address: I 11 DESCRIPTION OF WORK: PLACE THE TEMPORARY COOKING SHELTER ON SITE FOR APPROXIMATELY 3 WEEKS. Project Valuation: $2,500.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $292.04 Occupancy per IBC: U 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:. 6(,_%t%Date: 4/06179 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 perit and agree to the conditions attached to this permit. Signature: Print Name: Aoli rt,►I t/ 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: ***MECHANICAL PERMIT CONDITIONS*** 2: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. 5: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 6: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 7: Type 1 Hoods, the required grease duct leakage test and light test shall be performed by a special inspection and testing agency in accordance with I.M.C. Chapter 5. 8: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 9: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 10: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 11: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 12: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 13: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 14: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 gauge. 15: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 16: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 17: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 18: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 19: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 20: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments 24: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 21: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 22: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 23: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 25: Maintain fire extinguisher coverage throughout. 26: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 27: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 28: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL CITY OF TURILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: \o, For o ice use onl 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: Tenant Name: l 1 I �` ( King Co Assessor's Tax No.: b �1 57 O t :L 4 Suite Number: Floor: l vvu'f l i tar 14 New Tenant: ❑ Yes LK.. No SSP PROPERTY OWNE Name: Kaiell Name: tiik-rvatepcei� ],� r. . r%' C;5:' 1 7 "!� Address:041 5 [7 U ll Email: i� x 41410"; 1 ttryo Ci eEu i (A, State Ziplg V CONTACT PERSON — person receiving all project communication Name: Kaiell Address:0 S City:T ,4 I , State: W A 4.3i7Phone: 53 S) •/_4i�l l (�i` Email: i� x 41410"; 1 ttryo GENERAL CONTRACTOR INFORMATION Company Name: l t V /����,,���,3 fat %�+c.J Address: s 54 City: "Tj , ��� t i ( rix t ( State: �' /,4 Zipq-2 0 �V Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: State: H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh ARCHITECT OF RECORD Name: Company Name: Dr i —A re j„ 44 ArchitectNamq;(„/jvi p,radtre _ — Address: 55 5 .744, 440. 5 f , City: Seel State: ij4 Zip4,0? Phones✓'1 7 52,5 Address: Email vivo r4eri di / I,ects., ENGINEER OF RECORD Name: Address: Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATLmni— 206-431-3670 Valuation of Project (contractor's bid price): $ 215 Or. Descp the scope of vygrk (please ovide detailed information): j7J e-3/1/icq7 Z OC4J 5��441-- CO 54 (for- eze �xv-i�+68 5 Existing Building Valuation: $ Will there be new rack storage? ❑ ....Yes FYNo If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC IS` Floor 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: ❑ Sprinklers 0 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INIMATION — 206-433-0179 Scope of Work (please provide detailed information): 0 �" riaee. 40''` S 'k Vim( 1i i140a 1//4 ,'' 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 ❑ ...Sewer Availability Provided 0... Renton ❑... Seattle Septic System: 0 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) ❑ .. Bond 0...Insurance ❑... Easement(s) Proposed Activities (mark boxes that apply): 0 .. Right-of-way Use - Nonprofit for less than 72 hours 0 .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards 0 .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities 0 .. Frontage Improvements 0 .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation ❑ ... Geotechnical Report 0...Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0... Right-of-way Use - Profit for less than 72 hours 0... Right-of-way Use — Potential Disturbance 0... Work in Flood Zone O ... Storm Drainage .. Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line ❑.. ❑.. ❑.. Domestic Water 13 ❑ .. Permanent Water Meter Size (1) 0 .. Temporary Water Meter Size (1) ❑ .. Water Only Meter Size ❑ .. Sewer Main Extension ❑ .. Water Main Extension Public 0 Public 0 WO # WO # WO # Private 0 Private 0 ❑ ... Grease Interceptor ❑... Channelization 0... Trench Excavation 0... Utility Undergrounding (2) " WO # (3) " WO # (2) " WO# (3) " WO# ❑ .. Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line ❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh 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 OW ► ' O : ' O ' GENT: Signature: Date: Print Name: W) L " -612/1 Day Telephone: q S Mailing Address: CY gt( t ,` b1 S t' 13T4le‘Lt) t I GZ WA y (y H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh City State Zip Page 4 of 4 Receipt Number DESCRIPTIONS PermitTRAK ACCOUNT ` QUANTITY PAID $19.06 D18-0366 Address: 6841 S 180TH ST Apn: 3623049087 $19.06 Credit Card Fee $0.56 Credit Card Fee R000.369.908.00.00 0.00 $0.56 DEVELOPMENT $18.50 WASHINGTON STATE SURCHARGE TOTAL FEES PAID BY RECEIPT: R16824 B640.237.114 0.00 $18.50 $19.06 Date Paid: Friday, February 08, 2019 Paid By: KIEN V NGUYEN Pay Method: CREDIT CARD 16702P Printed: Friday, February 08, 2019 10:26 AM 1 of 1 SYSTEMS DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $361.77 D18-0366 Address: 6841 S 180TH ST Apn: 3623049087 $272.98 Credit Card Fee $7.95 Credit Card Fee R000.369.908.00.00 0.00 $7.95 DEVELOPMENT $257.43 PERMIT FEE R000.322.100.00.00 0.00 $152.08 PLAN CHECK FEE R000.345.830.00.00 0.00 $98.85 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $6.50 TECHNOLOGY FEE $7.60 TECHNOLOGY FEE R000.322.900.04.00 0.00 $7.60 PG18-0138 Address: 68415180TH ST Apn: 3623049087 $88.79 Credit Card Fee $2.59 Credit Card Fee R000.369.908.00.00 0.00 $2.59 GAS $82.88 PERMIT FEE R000.322.100.00.00 0.00 $66.30 PLAN CHECK FEE R000.322.103.00.00 0.00 $16.58 TECHNOLOGY FEE $3.32 TECHNOLOGY FEE R000.322.900.04.00 0.00 I $3.32 TOTAL FEES PAID BY RECEIPT: R15858 $361.77 Date Paid: Friday, November 16, 2018 Paid By: KIEN NGUYEN Pay Method: CREDIT CARD 66228C Printed: Friday, November 16, 2018 12:48 PM 1 of 1 C SYSTEMS C CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 02/08/2019 10:25:32 AM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********8406 K TRAN AMOUNT: $19.06 APPROVAL CD: 16702P RECORD #: 000 CLERK ID: Laurie 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 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 02/08/2019 10:25:32 AM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********8406 K TRAN AMOUNT: $19.06 APPROVAL CD: 16702P RECORD #: 000 CLERK ID: Laurie Thank you! Customer Copy Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 11/16/2018 12:47:55 PM CREDIT CARD SALE R -E -P -R -I -N -T VISA CARD NUMBER: **********8328 K TRAN AMOUNT: $361.77 APPROVAL CD: 66228C RECORD #: 000 CLERK ID: Rachelle 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 https://classic. convergepay.com/V irtualMerchant/transaction.do?dispatchMethod=printTr... 11/16/2018 Page 2 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 11/16/2018 12:47:55 PM CREDIT CARD SALE P -E -P -R -I -N -T VISA CARD NUMBER: **********8328 K TRAN AMOUNT: $361.77 APPROVAL CD: 66228C RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy haps ://clas sic. convergepay.com/VirtualMerchant/transaction. do?dispatchMethod=printTr... 11 /16/20 1 8 FILE I.L. GROSS STRUCTURAL ENGINEERS Vietnamese Martyrs Cargo Container Tukwila, WA Structural Uplift Analysis Calculations for Permit Submittal November 5, 2018 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 01 20419 City of Tukwila BUILDING DIVISION CITY OF T UKWILA NOV 162018 PERMIT CENTER 23914 56th Ave W. - Suite # 200 Mountlake Terrace, WA 98043 Ph. (206) 623-0769 • (425) 640-7333 ISIS- 0366 mag usGs Design Maps Summary Report User-Specified Input Report Title Vietnamese Martyrs Mon November 5, 2018 17:52:06 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.44056°N, 122.24767°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output Ss = 1.425 g SMs = 1.425 g Sl = 0.531 g ` SMl = 0.796 g Sps = 0.950 g Sol = 0.531 g For information on yhow the SS and S1 values above have been calculated frorrn probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. PACER Response Spectrum PerkKi TRi xr) Design Response Spectrum } P..2Lt ''.4'J t).C)! Q»' I.t7) 1.31, J.U) I 1 10) Pcrilyd, 't (sec) 20) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. I.L. Gross Structural Engineers 23914 56th Ave West Project Title: Vietnamese Martyrs Cargo Container Engineer: VM Project ID: Project Descr: Uplift Analysis on Temporary Cargo Container Printed_ 5 NOV 2018. 9:57Ai. File = V1AUGZO&-XtV20PHl-D\CSIQ59--.2\CSIQ59-2.EC6 Cargo Container base Shear Risk Category Calculations per ASCE 7-10 Risk Category of Building or Other Structure : "II" : All Buildings and other structures except those listed as Category I, III, and IV Seismic Importance Factor = USER DEFINED Ground Motion Max. Ground Motions, 5% Damping : SS = 1.425 g, 0.2 sec response S 1 = 0.5310 g, 1.0 sec response Site Class, Site Coeff. and Design Category ASCE 7-10, Page 2. Table 1.5-1 ASCE 7-10, Page 5. Table 1.5-2 ASCE 7-10 11.4.1 Site Classification "D" : Shear Wave Velocity 600 to 1,200 fUsec Site Coefficients Fa & Fv (using straight-line interpolation from table values) Maximum Considered Earthquake Acceleration SMS = Fa * Ss SM1=Fv*S1 Design Spectral Acceleration Seismic Design Category Resisting System Fa Fv SDSS MS2/3 S D1 S M1213 = D 1.00 = 1.50 1.425 0.797 0.950 0.531 = D ASCE 7-10 Table 20.3-1 ASCE 7-10 Table 11.4-1 & 11.4-2 ASCE 7-10 Eq. 11.4-1 ASCE 7-10 Eq. 11.4-2 ASCE 7-10 Eq. 11.4-3 ASCE 7-10 Eq. 11.4-4 4SCE 7-10 Table 11.6-1 & -2 ASCE 7-10 Table 12.2-1 Basic Seismic Force Resisting System ... Response Modification Coeffident " R " System Overstrength Factor " Wo " Deflection Amplification Factor " Cd " Bearing Wall Systems 15.Light•framed walls with shear panels of all other materials = 2.00 Building height Limits : = 2.00 Category "A & B" Limit: 2 00 Category "C" Limit: Category "D" Limit Category "E Limit: Category "F" Limit: NOTE! See ASCE 7-10 for alt applicable footnotes. No Limit No Limit Limit = 35 Not Permitted Not Permitted Lateral Force Procedure Equivalent Lateral Force Procedure The "Equivalent Lateral Force Procedure" is being used according to the provisions of ASCE 7-1012.8 Determine Building Period Structure Type for Building Period Calculation : All Other Structural Systems " Ct " value = 0.020 " hn " : Height from base to highest level = 8.50 ft " x " value = 0.75 " Ta " Approximate fundemental period using Eq. 12.8-7 : Ta = Ct * (hn " x) = 0.100 sec "TL" : Long -period transition period per ASCE 7-10 Maps 22-12 -> 22-16 6.000 sec " Cs " Response. Coefficient S Ds: Short Period Design Spectral Response " R " : Response Modification Factor " I " : Seismic Importance Factor ASCE 7-10 Section 12.8.2 Use ASCE 12.8-7 Building Period " Ta " Calculated from Approximate Method selected = 0.950 From Eq. 12.8-2, Preliminary Cs = 2.00 From Eq. 12.8-3 & 12.8-4 , Cs need not exceed = 1 From Eq. 12.8-5 & 12.8-6, Cs not be less than User has selected ASCE 12.8.1.3: Regular structure, Cs : Seismic Response Coefficient = Less than 5 Stories and with T «= 0.5 sec, SO Ss <= 1.5 for Cs calculation Seismic Base Shear Cs = 0.4750 from 12.8.1.1 = 0.100 sec ASCE 7-10 Section 12.8.1.1 0.475 2.667 = 0.042 0.4750 ASCE 7-10 Section 12.8.1 W( see SumWibelow) = Seismic Base Shear V = Cs *W = 10.00 k 4.75 k I.L. Gross Structural Engineers 23914 56th Ave West Project Title: Vietnamese Martyrs Cargo Container Engineer: VM Project ID: Project Descr: Uplift Analysis on Temporary Cargo Container Vertical Distribution of Seismic Forces Printed: 5 NOV 2018. 9:57AM File = V:IAUGZ08-X1V20PHI-D\CSIQ59-21CSIQ59-2:EC6 Licensee : IL GROSS STRUCTURAL ENGINEERS ASCE 7-10 Section 12.8.3 " k " : hx exponent based on Ta = 1.00 Table of building Weights by Floor Level... Level # Wi : Weight Hi : Height (Wi *HMO Cvx Fx=Cvx *V Sum Story Shear Sum Story Moment 1 Sum Wi= 10.00 10.00 k 8.50 Sum Wi *Hi = Diaphragm Forces : Seismic Design Category "B" to "F" 85.00 1.0000 85.00 k -ft 4.75 Total Base Shear = 4.75 0.00 4.75 k Base Moment = 40.4 k -ft ASCE 7-10 12.10.1.1 Level # Wi Fi Sum Fi Sum Wi Fpx : Calcd Fpx : Min Fpx : Max Fpx Dsgn. Force 1 10.00 4.75 4.75 10.00 4.75 1.90 3.80 3.80 4.75 Wpx Weight at level of diaphragm and other structure elements attached to it. Fi Design Lateral Force applied at the level. Sum Fi Sum of "Lat. Force" of current level plus all levels above MIN Req'd Force @ Level 0.20 *S DSI * Wpx MAX Req'd Force @ Level 0.40 * S DSI * Wpx Fpx : Design Force @ Level Wpx * SUM(x->n) Fi / SUM(x->n) wi, x = Current level, n = Top Level I.L'Gross Structural Engineers 23914 56th Ave West Project Title: Vietnamese Martyrs Cargo Container Engineer: VM Project ID: Project Descr: Uplift Analysis on Temporary Cargo Container Printed: - NOV _.... _..,.-Ptd IBC 2015 1609:6 Alternate All -Heights Wind Description : Vietnamese Martyrs Wind Force on Cargo Container Analytical Values User verified these IBC 2015 All -Heights Wind Method Limitations : 1609.6.1 (1) : 1609.6.1 (2) : 1609.6.1 (3) : 1609.6.1 (4) : 1609.6.1 (5) : 1609.6.4.1 : File = V:\AUGz08-X\V2OPHI-D\CSIQ59-21CSIQ59-2.ECS ENERCALC, INC. 1983-2017, Build:10.17.8.3, Vec10.17.8.3 ense8 , i.L GRO$S'STl Calculations per IBC 2015 1609.6 Total Height <= 75 ft with (Height / Least Width) <= 4 -or- Fundamental frequency >= 1 hertz Not sensitive to dynamic effects Site not affected by channeling/buffeting from upwind items Simple diaphragm building per ASCE 7-05 Sec 26.2 Aware of ASCE 7 provisions for open buildings, multispan gable roofs, stepped roofs, sawtooth roofs, domed roofs, roofs with slopes > 45 deg, solid free standing walls & signs. Aware of need to check torsion per ASCE 7 Fig. 27.4-8 MWFRS Table per IBC 2015 1609.6.2, Section 1 Analytical Values .. . Exposure Category, ASCE 7-10 Sect 26.7.3 Mean Roof Height Topographic Factor per ASCE 7-10 Sec 26.8.2 K1 = 0.250 K2 = 1.0 Force Kzt to 1.0 per ASCE 7-10 26.8.2 Topographic Factor Kzt = (1+K1*K2"K3)"2 = V : Basic Wind Speed per ASCE 7-10 26.5.1 K3 = Exposure B 8.50 ft 1.0 Yes 1.000 115.0 mph WINDWARD WALLS & PARAPETS Design Pressure P = 0.00256 VA2 K C K z net zt WALLS PARAPETS psf Kz based on ibc 2015 1609.6.4.2 Item 1 Height 0-15' 20' 25' 30' 40' 50' 60' 70' 80' 90' 100 ' LEEWARD & SIDEWALLS Enclosed Partially Enclosed Kz +Internal -Internal +Internal -Internal 0.570 8.32 14.13 2.13 20.32 0.620 9.05 15.37 2.32 22.10 0.660 9.64 16.36 2.46 23.53 28.68 0.700 10.22 17.35 2.61 24.95 30.42 0.760 11.09 18.84 2.84 27.09 33.03 0.810 11.82 20.07 3.02 28.87 35.20 0.850 12.41 21.07 3.17 30.30 36.94 0.890 12.99 22.06 3.32 31.73 38.68 0.930 13.58 23.05 3.47 33.15 40.41 0.960 14.01 23.79 3.59 34.22 41.72 0.990 14.45 24.54 3.70 35.29 43.02 Enclosed Partially Enclosed +Internal -Internal +Internal -Internal Enclosed Partially Enclosed 24.77 24.77 26.94 26.94 28.68 30.42 33.03 35.20 36.94 38.68 40.41 41.72 43.02 Kz based on IBC 2015 1609.6.4.2 Item 2 Leeward Wall Side Wall Parapet Wall : Leeward 0.570 -9.87 -12.77 Both Directions -4.06 -16.06 -6.77 -18.77 -16.45 Both Directions 2.13 0.77 -16.45 I.L. Gross Structural Engineers 23914 56th Ave West Project Title: Vietnamese Martyrs Cargo Container Engineer: VM Project ID: Project Descr: Uplift Analysis on Temporary Cargo Container Printed: 3 NOV ii.... 2:36PM IBC 2015 1609.6 Alternate Ail -Heights Wind Lic.11: KW -06602856 File = V:1AUGZ08-X1V20PHI-D\CsIQ59-21CSIQ59-2.EC6 ENERCALC, INC. 1983-2017, Buitd:10.17.8.3, Vec10.17.8.3 : I.L. GROSS SMUG Description : Vietnamese Martyrs Wind Force on Cargo Coruiner MWFRS per IBC 2015 Table 1609.6.2 Section 1 Kz per IBC 2015 1609.6.4,2 Item 2 = 0.570 Design Pressure P = 0.00256 VA2 K C et Kzt WIND PERPENDICULAR TO RIDGE psf Leeward Roof or Flat Roof Windward Roof Slopes Enclosed +Internal -Internal +Internal -Internal -12.77 -6.77 -18.77 -0.77 Partially Enclosed Slope < 2:12 (10 deg) Slope < 4:12 (18 deg) Slope < 5:12 (23 deg) Slope < 6:12 (27 deg) Slope < 7:12 (30 deg) Slope < 9:12 (37 deg) Slope < 12:12 (45 deg) WIND PARALLEL TO RIDGE Condition 1 -21.09 -15.29 -27.29 -9.10 Condition 2 -5.42 0.39 -11.61 6.58 Condition 1 -14.13 -8.13 -20.13 -2.13 Condition 2 -0.97 4.84 -7.16 11.03 Condition 1 -11.22 -5 42 -17.42 0.77 Condition 2 0.58 6.58 -5.61 12.58 Condition 1 -9.10 3.10 -15.09 2.90 Condition 2 1.16 7.16 -4.84 13.16 Condition 1 -7.16 -1.16 -13.16 -5.03 Condition 2 1.35 7.16 -4.84 13.35 Condition 1 -5.22 0.77 -11.22 6.77 Condition 2 2.71 8.51 -3.48 14.71 2.71 8.51 -3.48 14.71 All slopes including Flat Roofs -21.09 -15.29 -27.29 -9.10 Roof & Overhang Components & Cladding per IBC 2015 Table 1609.6.2, Section 2 & 3 Description Continuity Item Type Design Pressure P = 0.00256 VA2 K C K z net zt Eff. Area ftA2 Kz Enclosed Partially Enclosed No Discontinuity Tall Flat top roof where h>60 ft 10.00 0.570 + ; 0.00 0.00 Wall & Parapet Components & Cladding per IBC 2015 Table 1609.6.2, Section 4 & 5 Description Continuity item Type : -25.93 -32.12 Design Pressure P = 0.00256 VA2 K C K z net zt Z, Ht Above Ground Eff. AreaKz Enclosed Partially Level, ft ftA2 Enclosed No Discontinuity Wall Elements, h<=60 ft 25 10.00 0.66 + ; 22.41 29.58 -24.42 -31.37 Container Weight = 10000# per Aztec Container 40' x 8.5' x 8' 40' X 8' CARGO CONTAINER TEMPORARY LOCATION OCCUPIES (5) PARKING STALLS - NONE OF WHICH ARE REQUIRED. SCREENED BY (20) POTTED PLANTS: 5' THUJA OCCIDENTALIS (SMARAGD) IN POTS. CARGO CONTAINER TO BE WHITE IN COLOR TO MATCH BUILDING WALL COLOR. aft Veq = 4.75 x 1.3 x 0.7 = 4.3k Uplift EQ = 0.6-0.14Sds x D = 0.6-0.14(0.936) = 0.47D Wind = 22 psf. Vwind transverse = 22 psf x 40 x 8.5 = 7.480 x 0.6 = 4.5k Therefore Wind Governs EXISTING TRUCK LOADING AREA ik,Ut4 = lb$KlASvJ 04 'l/ %,'r/ f//• T tJPL4F 1"=17E42 o my ki4r A PAlt/ L -f Mar _ sf r >< 0'5 38,3 TG ryes VOK>to/6 yy = 24114' t 7--= -; pAer# b ' /78dt fssup-e- RAID 1 opp is cOA-HkL- 8904/bZi J 16 : /y,7 43 , �Ifs 96 _ /064- 4f /Qp -f4-' 13-3 (3j sS SQ l' BA1116 = l6s94( -, its0,,41 = q5e 64, /D(,1- S�r,orM4 .� (3 B,cR 1. sT (J coif-rib/2-5 >< t1 s 40 41 c104,#� /'00() = os, #5,4 ,tt,k'= 0I3 s•/. 1(96 = ._ %q * 415C,0# 403 FS 4D1) (l9) 84114161.- 6Ar GoA-**64 - '4 * y , � 37,E4fr c/7 /4/115'6c) p ✓� (�� 6-6-041 W4 gAiey ;- , c43(0-1/2- iv 124 -sir; Wt1rt r I.L, GROSS STRUCTURAL EMME; ✓l� G-4 /240 tJPL-1 SHEET TITLE V 16--7/'-r'R-M Ig -s /11414-T y ei SCALE PROJECT 13 (if) PP c K DESIGNED BY CLIENT CHECKED DATE SHEET 23914 56th Avenue West - Suite 200 Mountlake Terrace, Washington 98043 {Ph) 206.623.0769 or 425.640.7333 \sy % City of Tukwila Department of Community Development 6/28/2019 KIEN NGUYEN 6841 S 180 ST TUKWILA, WA 98188 RE: Permit No. D18-0366 VIETNAMESE MARTYRS PARISH- COOKING SHELTER 6841 S 180 ST 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 8/7/2019. 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 8/7/2019, 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. Sin erely, c:7/ Kandace Nichols Permit Technician File No: D18-0366 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 BRODERICK ARCHITECTS 11/5/18 Attn: Plans Examiner Tukwila Building Division 6300 Southcenter Blvd., Suite #100 Tukwila, WA 98188 RE: Project #: Project Name: Special Permission — Director: Decision Criteria Church of the Vietnamese Martyrs — Cargo Container 6801 S 180th Street, Tukwila WA RECEIVED CITY OF TU KWILA NUV 16 2018 PERMIT CENTER The Vietnamese Martyrs Catholic Parish is applying for permission to temporarily place a cargo container ori the south end of their property for the fourth consecutive year, The container will be 40' x 8', and meet all applicable criteria, as outlined below. The cargo container will occupy (3) existing parking stalls. Currently the Parish has a parking requirement of 238 stalls, with 241 provided on site. The three stall deficit will bring the total provided down to 238, which meets the required quantity. The cargo container will only be on site temporarily. It will be used for a festival from January 14th thru February 3rd, then will be removed from the site. While it is on site, the cargo container will be screened by potted plants (thuja occidentalis — 5' specimens). The cargo container will also be painted white to match the adjacent building. See attached site plan for details. Please see our responses to specific review requirements listed below. Review Criteria: 1. Only two cargo containers will be allowed per lot, maximum length of 40 feet. One 40' container is proposed. 2. The container is located to minimize the visual impact to adjacent properties, parks, trails and rights-of-way as determined by the Director. The container is placed near the southwest corner of the building adjacent to the loading dock area. The container will be painted to match the building color to help disguise it from the neighboring dike walkway. 3. The cargo container is sufficiently screened from adjacent properties, parks, trails and rights-of- way, ights-ofway, as determined by the Director. Screening may be a combination of solid fencing, landscaping, or the placement of the cargo containers behind, between or within buildings. The cargo container will be screened by potted plants to help disguise it. The plants will be located to hide the container as well as possible, while maintaining access to the (3) doors on the container. The screening will be 5' tall thuja occidentalis (smargad) plants in large containers — placed approximately 20" on center around the perimeter of the container as shown in the attached site plan. 4. If located adjacent to a building, the cargo container must be painted to match the building's color. The container will be painted to match the building. 5. Cargo containers may not occupy any required off-street parking spaces. The container is temporarily occupying (3) offsite parking spaces, but not required parking spaces. The container DIS- 6146 f 1 has a limited duration on site, and will be removed after the festival in February 2019. 6. Cargo containers shall meet all setback requirements for the zone. The container meets all setback requirements. 7. Outdoor cargo containers may not be refrigerated. The container is not refrigerated. 8. Outdoor cargo containers may not be stacked. The container will not be stacked. We believe the proposed cargo container location and placement meets all City of Tukwila requirements. If you have any questions or concerns, please contact us at your convenience. Sincerely;' • . e2 i e ( :ti.' q Kevin ,J -.Brodericl4qAIA 7.1roderici Architects 2%, fi City of Tukwila Department of Community Development December 02, 2018 KIEN NGUYEN 6841 S 180 ST TUKWILA, WA 98188 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number DI8-0366 VIETNAMESE MARTYRS PARISH- COOKING SHELTER - 6841 S 180 ST Dear KIEN NGUYEN, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • In the past few years, the container was used for cooking a rice based food product. No flying or producing of grease -laden vapors took place. I was unable to locate a description of the cooking activities in this submittal. Please provide a detailed description of the cooking activities to take place within the container. This description is critical in determining if any fire protection systems will be required. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, Ra le ' ' ey Permit Technician File No. D18-0366 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ARMIT COaRD COPY- Q PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0366 DATE: 01/07/19 PROJECT NAME: VIETNAMESE MARTYRS - COOKING SHELTER SITE ADDRESS: 6841 S 180 ST Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division Public Works n Ark /hoc i -g,-3-17 Fire Prevention Structural Planning Division nPermit Coordinator n 1 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 01/08/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 02/05/19 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 c PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0366 DATE: 11/16/18 PROJECT NAME: VIETNAMESE MARTYRS -COOKING SHELTER SITE ADDRESS: 6841 S 180 ST X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter #_ Revision # after Permit Issued DEPARTMENTS: W) PON 0 11\41`( Building Division Ili A-6 Public Works Ni\A '111\iile Fire Prevention Structural tyk 11-)--7-(0 Planning Division Permit Coordinator 411 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 11/20/18 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 12/18/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire Ping ❑ PW ❑ Staff Initials: 12/18/2013 Date: 1 /7/19 D City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 • Phone: 206-431-3670 Web site: htto://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D18-0366 Response to Incomplete Letter # Response to Correction Letter # _1_ Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: Vietnamese Martyrs — Cooking Shelter Project Address: 6841 S 180 St Contact Person: Kevin Broderick Phone Number: 206.682.7525 Summary of Revision: The only cooking to be done in the container is boiling water for rice wrapped in bannana leaves. There will be frying or production of grease -laden vapors. This note has also been added to Sheet M-1. RECEIVED CITY OF TUKWILA JAN 07 2019 PERMIT CENTER Sheet Number(s): M-1 • "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: --Entered in TRAKiT on WAPermit Center (Brenda)Worms\Permit Center Documents (Word»Revision Submittal Form DI8-0321.doc Rwiwt• Ammo 'lrlIS C CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplanaci.tukwila.wa.us 0 Permit Center/Building Division 206 431-3670 Public Works Department 206 433-0179 Planning Division 206 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ss. COUNTY OF KING K.cv) NI -4/1/,0-v\ [please p] , states as follows: PERMIT NO: D (8-03 (, T" 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requireme t of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number 7, and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through. 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform constructi. k. 1111%\‘\\ wner's Signed and sworn to before me this 111 day ofrrca r ✓i , 20 lg.. N('TAkY PUBLIC in and for the State of Washington Residing at k/1 Gj Name as commissioned: My commission expires: 05/a , County Jauie2f"tkk t � 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair,or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is Less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 1o. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer;r, t • •. ' i/ 18. An entity who holds a valid electficad,contractor's license under chapter. 19.28 RCW.that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements <of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in-kind replacement of a household appliance or other small household utilization equipment that requires limited' electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. • Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. 00 N Q O ' 8 J3.44 • • • v iu a 8 2 a • 0 PARCEL # 3623049094 "TRUE POINT O BEGINNING" & "POINT A" ui w ce cc r w Z� OU W Q> } we oa U OW ZO W Z(7) CX UW PARCEL # 36230490/7 48'-0" soNv- PPR,\c\N� EXISTING 5' CHAIN LINK FENC ‘i • '• •. • • • • ••• • • • • •• • • • • • • ••• • •. • • ••. • • • • •. • • • • • • • ED 1" =30' EXISTING ASPHALT PARKING, TYP. AUG 0'1.2015 • •• '4\ e t\ GREEN RIVER • • • • • • • • •. • • '••. • • • • • • '•. • ARCHITECTURAL SITE PLAN 40' X 8' CARGO CONTAINER TEMPORARY LOCATION OCCUPIES (5) PARKING STALLS - NONE OF WHICH ARE REQUIRED. SCREENED BY (20) POTTED PLANTS: 5' THUJA OCCIDENTALIS (SMARAGD) IN POTS. CARGO CONTAINER TO BE WHITE IN COLOR TO MATCH BUILDING WALL COLOR. SHORELINE URBAN CONSERVANCY ENVIRONMENT SETBACK • 125' FROM OHWM @ NON -RESTORED LEVY AREA 1 i '4\ • 0 ORDINARY HIGH WATER MARK @ 15' 4%' SEPARATE PERMIT REQUIRED FOR: Er Mechanical [Pr -Electrical 2- Plumbing Q/ Gas Piping City of Tukwila BUILDING DIVISION 30' 60' PROJECT NOTES PROJECT ADDRESS: 6801 S. 180TH STREET TUKWILA, WA 98188 PROJECT DESCRIPTION: OWNER: PLACEMENT OF (1) CARGO CONTAINER ON SITE AT SOUTH PARKING LOT. CONTAINER TO MATCH BUILDING WALL COLOR. SCREENING AROUND CARGO CONTAINER TO BE 5 -GALLON POTTED PLANTS A MINIMUM OF 5' TALL. CORP. OF CATHOLIC ARCHBISHOP OF SEATTLE / ED FOSTER 719 9TH AVE SEATTLE, WA 98104 206.382.4560 ARCHITECT: BRODERICK ARCHITECTS 55 S. ATLANTIC STREET, SUITE 301 SEATTLE, WA 98134 206.682.7525 206.682.7529 (F) STRUCTURAL ENGINEER: CONTACT: KEVIN BRODERICK kevin@broderickarchitects.com I.L. GROSS STRUCTURAL ENGINEERS 23914 56TH AVE WEST, SUITE 200 MOUNTLAKE TERRACE, WA 98043 206.623.0769 CONTACT: IRA GROSS ira@ilgross.corn LEGAL DESCRIPTION: BEG AT NW COR SEC 36 TH S 01-19-01 W 1320.01 FT TO NW COR OF GL 4 TH S 88-04-53 E 381.81 FT TH S 01-55-07 W 341 FT TH N 88-04-53 W 50 FT TO TPOB TH S 88-04-53 E 426 FTM/LTO TOP OF LEFT BANK OF GREEN RIVER TH S 07-00 E 106 FT TH S 01-06 W 104 FT TH S 09-12 W 106 FT TH S 26-49 W 102 FT TH S 47-21 W 103 FT TH S 60-15 W 40 FT TH S 74-35 W 60 FT TH W 106 FT TH N 67-30 W 107 FT TH N 26-19 W 104 FT TH N 20-22 W 103 FT TH N 21-54 W 105 FT TH N 32-38 W 116 FT TH N 44-04 W 35 FT M/L TAP FR WH TPOB BEARS S 70-20-07 W TH N 70-20-07 E 220 FT M/L TO TPOB TGW ESMTS TGW UND INT IN PRIVATE RD ADJ FOR ASSESSMENT PURPOSES PARCEL NUMBER: 3623049087 PLANNING APPROVED No changes can be made. to these ese p!o I, L11 t `se •: 'ova0from the Planning Division of DCD Approved By: 1/ S Date: ---7 PLANNING NOTES ZONING: LOT AREA: LOT COVERAGE: PARKING: TUC 251,300 SF (5.77 ACRES) 62,250 SF (25%) BUILDING TOTAL EXISTING: 241 STALLS PROPOSED: 238 STALLS REQUIRED: ASSEMBLY AREA: (1 PER 4 FIXED SEATS) NAVE: 733 SEATS/ 4 = 184 STALLS BUSINESS: (3 PER EACH 1000 SF OF USEABLE AREA) OFFICES: 4242 SF / 333.33 = 13 STALLS EDUCATION: (1.5 PER EA. STAFF, 27 CLASSES = 27 STAFF) CLASSROOMS: 1.5 X 27 = 41 TOTAL REQUIRED PARKING: 184+13+41 = 238 STALLS BIKE PARKING: 8 STALLS MINIMUM PILE COPY Permit No. j •- ( .V9 Plan review approval is subject to errors and omissions. Approval of construction documents dose not authorize the violation of any adopted code or ordinance. Receipt of approved Field Cooy and acknowledge:: By. Date: ,c2-1 /��� Ci of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scoff • of work without pnor approval of the Tukwila Building Division.. NOTE: Revisions will require a new plan • submittal and may include additional pian review. LEGEND: 40 IMO MID IMO MO /, is PROPERTY LINE EASEMENTS EXISTING FENCE 8" CONCRETE CURB SETBACK ORDINARY HIGH WATER MARK TOE OF SLOPE EXISTING LANDSCAPE AREAS EXISTING BUILDING DIRECTION OF TRAVEL EXISTING HYDRANT EXISTING TREES (TO REMAIN) REVIEWED FOR CODE COMPLIANCE • APPROVED EE8 012019 W WIZ City of Tukwila BUILDING DIVISION RECE/ E CITY OF TUKWILA ILA NOV 16 2018 PERMIT CENTER O1 WV y o V itQ V • Ir O m`'s 'o Y � 2 H �W co VIETNAMESE MARTYRS: TENANT IMPROVEMENT 6801 S. 180TH STREET • TUKWILA, WA 98188 12.040 Plot Date: 10/31/18 Bryan Perez 14.012 CARGO CONTAINER PERMFLAC21.pin �'BRODERICK ARCI NO. DATE DESCRIPTION 11 /5/18 I SITE PLAN Vulcan VSP100 110 kBTU Single 2 -Ring Burner Stock Pot Range Vulcan VSPN 11 JVSP1Uf 1jVSP1OO-2 Mfg.: Vulcan Models: Vulcan VSP100, Vulcan VSP100-1, Vulcan VSP100-2 This item is brand new and ships directly from the supplier. Please note the image above is for reference only. Item: Vulcan 110 kBTU Single 2 -Ring Burner Stock Pot Range Madel:VSP100-1, VSP100-2 Features • Stainless steel front and sides. • Heavy cast iron top grate(s). • Two concentric 55,000 BTU1hr. ring -type burners per 18' section; 110,000 BTU/hr. input per section. • Standing pilot ignition system. • Two infinite heat control valves per section. • Heat shield to protect control valves. • 3f4" rear gas connection and gas pressure regulator. • One year limited parts and Labor warranty. HOBART SERVICE WILL PERFORM A "FREE EQUIPMENT CHECK OUT" FOR ALL VULCAN EQUIPMENT. PLEASE CALL US DIRECTLY FOR MORE INFORMATION ON THIS SERVICE. riufac In teflon` Manufac Model Model€' Mode ca VSP100 VSP 0 -- VSP10023 $1,932. G nformation ses 1 10.000 i ensions Weight: 145 lbs 10,1n 24 Shipping information` Shipped from Ft Mitchell, KY4101+ Packing her so.i ,Customer Pick Up Not Available {Shippili only)`, 1152015 DAYTON Oowrtlleet VentDirect Drive,8-114 In - Dom DortenblestCentrleagel Rod Veiafirltue- 5OVR8153"JR8- Grtingei' Industrial Stippik HVAC, endRrofialaraten y Roof Ventilator* 1 DevAiblaetCentrifuge!RoofVorlielers 1 Svwnbie4t540,We!etDrive.0-1f4lin Sack ro Product Family How omit we iprove aur Product Images? Compare Downblast Vent, Direr t: Drive, 8-1/4 In DAYTON Share-1WPrwdttt "3 Price: $552.+001 each (s• akneaa.Par+anb Auto -Mk weir Evarrl•' Add to Cart Add to Get 0 Add Repair 6Replaaomen! Cove rs tee VINO tech. Cheek Avelebiihr U Wow Repek Pewter/or 0*Nem tk 1E * tf 4t Ualhsfrr,tla*Vs :&r4ylew I Ask&Amir Item # SDVRS Cat log Pagett 414 Mfr. Model # 5DVRg I.INSPSO t141i101502 �. ttiptring Weight 22.54112e. County ofOrigin USA l CoontryofOriptnlssub,+est.tochange. Techne i Space Item D wtMFeetVsnlfsalar ©rive Typo tsIrect Number or Speeds S Meal Die. 1.114" CPM gt 0.500.i. SP 32416#4666 CFM 0.125-1e. SP 420 61701 CFM 04504r.6P 29514711633 CFM Itg 10,3764i. SP ,773$551 « CFM1 0500-1r.9P ,L4T3 CFM 6i 0,625-k+. SP ,' e3s OF 0,114+. SP 44 - Renee 1 0.12541. SP 3.013.417.5 ii3t 6 Ft. Sones 0254.4t5P 42resl7.4 66Ft. Mt'krrVoltage 11e Natio Hs 11 Mex. Operetrl Amps 1.4e11.5212.44 RPM 10541130011550 iiitRt:141a1h 19- Seenteng 41r. 197 Basel reight 1.314" Overall Dle. 21.314" Ovora1 Halght Shoe Die. SYhnnl grid 112" Moun ee Locnt n Reed Sisaente. Sheave End Max.I lel: Temp. 130 Darras' amus 40 atonal Spain Atn1 u r1 Who tenor AkumBwm hate a Daskwardlecb ed Centrifugal Speed Control 450.112 Speed Cantrobble Yes A411 3+5"H Root 40670 Ourti StPck No. Au.6 318"H Roof Curb 40453 Slink No, PER PG18.0138 CORRECTION LETTER #1 1"x10' IRON PIPE KITCHEN )EA PER PG18.0138 CORRECTION LETTER #1 AUTO. FIRE SHUT --OFF VALVE EXISTING 2 PSI. 3,000 CFH GAS METER MODEL it 3HIT5 0.6 IN. WC. PRESSURE 2"x10' IRON PIPE EXISTING 2" 9 2 EXISTING REDUCING PRESSURE REGULATOR SENSUS GAS REGULATOR Model # 243-12-2 .AUG Caro 12" ABOVE GRADE IRON PIPE NEW REDUCING PRESSURE. REGULATOR SENSUS GAS REGULATOR Model # 243-12-2 FTER USE) A COOKING DESCRIPTION: THE ONLY COOKING TO BE DONE IN THE CONTAINER IS BOILING WATER FOR RICE WRAPPED IN BANANA LEAVES. THERE WILL BE NO FRYING OR PRODUCTION OF GREASE -LADEN VAPORS. PER D18-0366 CORRECTION LETTER #1 16"x16" MAKE—UP AIR LOUVERED WINDOW 40'x8' CARGO CONTAINNER UNDER A SEPARATE PERMIT VENTILATION SIZING 40 GAS SIZING GAS SIZING BASE ON 2012 INTERNATIONAL FUEL GAS CODE TABLE 402.4 SPO CP 4%1 EXHAUST FANS 0 .125 SP 10 110 1100 1100 1050 STOCK POT RANGE VULCAN VSP 100 425 CFM AT LOW SPEED (x2) 840 CFM 1400 CFM 50,400 CFH 84,000 CFH 237 FPM 395 FPM 700 CFM AT HI SPEED (x2) MAKE—UP AIR LOUVERED WINDOW 16"x16" 1.77 SF AIR CHANGE AT LOW SPEED 19.69 / HR AIR CHANGE AT HI SPEED 32.81 / HR 1100 1100 1050 NEW (TEMOARY) GAS LOAD PROPOSED — NEW (TEMPOARY VENTILATION ) ONLY FOR VIETNAMESE NEW YEAR USED IN 4 WEEKS /YEAR — FOR REMOVING STEAM , VAPOR AND HEAT FROM STEAMING EQUIPMENTS 1460 1460 1391 EXISTING GAS LOAD (KITCHEN EQP. 4 HVAC) 2560 2560 2441 TOTAL NEW 1 EXISTING GAS LOAD 3000 EXISTING GAS METER MODEL it 3HI15 9 2 PSI — NEW (TEMPOARY GAS) ONLY FOR VIETNAMESE NEW YEAR USED IN 4 WEEKS /YEAR — 0.6 IN.W.C. NATURAL GAS OF 0.60 SPECIFIC GRAVITY BASE ON PRESSURE DROP OF 0.5 IN. WATER COLUMN — 60' MAX. FR: GAS REGULATOR TO THE MOST REMOTE OUTLET — EXISTING & NEW GAS PIPING = IRON PIPE SCHEDULE # 40 (RUN ABOVE GROUND) COOKING DESCRIPTION: THE ONLY COOKING TO BE DONE IN THE CONTAINER IS BOILING WATER FOR RICE WRAPPED IN BANANA LEAVES. THERE WILL BE NO FRYING OR PRODUCTION OF GREASE -LADEN VAPORS. PER D18-0366 CORRECTION LETTER #1 16"x16" MAKE—UP AIR LOUVERED WINDOW 40'x8' CARGO CONTAINNER UNDER A SEPARATE PERMIT VENTILATION SIZING 40'x8'x8'ROOM SIZE 2,560 CF EXHAUST FANS 0 .125 SP EXHAUST FAN INLET 18" ROUND 1.77 SF 425 CFM AT LOW SPEED (x2) 840 CFM 1400 CFM 50,400 CFH 84,000 CFH 237 FPM 395 FPM 700 CFM AT HI SPEED (x2) MAKE—UP AIR LOUVERED WINDOW 16"x16" 1.77 SF AIR CHANGE AT LOW SPEED 19.69 / HR AIR CHANGE AT HI SPEED 32.81 / HR — NEW (TEMPOARY VENTILATION ) ONLY FOR VIETNAMESE NEW YEAR USED IN 4 WEEKS /YEAR — FOR REMOVING STEAM , VAPOR AND HEAT FROM STEAMING EQUIPMENTS — MAKE—UP AIR LOUVERED WINDOW WITH FILTER 0.6 IN. WC. PRESSURE 2"x32' IRON PIPE A PER PG18.0138 CORRECTION LETTER #1 0004, .OA 0004, 16"x16" MAKE—UP AIR LOUVERED WINDOW AUG 0721fl REVIEWED FOR CODE COMPLIANCE APPROVED FEB 012419 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUK4WILA JAN 07 2019 PERMIT CENTER CORRECTION LTR# 8- 036b REVISIONS BY A 117119 BA \ CORRECTION LETTER #1 STAR PLUMBING MECHANICAL 3939 S. GRAHAM ST. WA. STATE LIC.# STARP11*999NW S. 180th STREET co coa O L DRAWN : NAM DAO CHECKED : DATE : 0I/I5/I5 SCALE : AS NOTED JOB NO. : 001 SHEET [E-9 OF 1 SHEETS