Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D16-0339 - VIETNAMESE MARTYRS PARISH - CARGO CONTAINER
VIETNAMESE MARTYRS PARISH 6841 S 180 ST D16-0339 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 3623049087 Permit Number: D16-0339 6841 S 180TH ST Project Name: VIETNAMESE MARTYRS PARISH Issue Date: 12/29/2016 Permit Expires On: 6/27/2017 Owner: Name: Address: Contact Person: Name: Address: ARCHDIOCESE OF SEATTLE 710 9TH AVE C/O ROY ANNIE, SEATTLE, WA, 98104 TRUNG DANIEL NGUYEN 8800 39 AVE S , SEATTLE, WA, 98118 Contractor: Name: OWNER Address: License No: Lender: Name: Address: 1 1 II Phone: (206) 369-1061 Phone: Expiration Date: DESCRIPTION OF WORK: CARGO CONTAINER/KITCHEN AREA - TEMP FOR NEW YEARS CELEBRATION Project Valuation: $300.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $115.00 Occupancy per IBC: A-3 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: 2014 2014 2014 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: al/14 Date: 1 hearby certify that I have read and examined this permit and know the 'ame 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 per gree to the conditions attached to this permit. Signature: � �r" /� Date: 6-1(2-0 C Print Name:11Y�v 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: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206431-3670). 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: 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. 11: 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) 8: 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) 9: 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) 10: 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) 12: Maintain fire extinguisher coverage throughout. 13: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 14: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 15: 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 TUK, iA 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. 0 Date Application Accepted: Date Application Expires: For olice usle on 1!/ 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: P King Co Assessor's Tax No.: Suite Number: Floor: Tenant Name: piy R9 P New Tenant: ❑ Yes Ly:. No PROPERTY OWNER Company Name: Name: Name: VlP►.104- Al MkIZTYR RARK4 Address: GO j..l-) 1067" -Ie ! State: City:tate: i UhC�t 1___ASW 41- Zip: Cr 10% CONTACT PERSON - person receiving all project communication Company Name: Name: �,. p r� Address: ` �'R UI�(rC�.�-tJ E L) I . Address: 13 .3561-1-4f T. State: City: State: ` p-RAkt— t y IN 4 Zip: 4, ) Phone: ). 1O(0>jax: Contr Reg No.: Exp Date: Email: Tukwila Business License No.: GENERAL CONTRACTOR INFORMATION Company Name: or - City: State: Zip: Address: Address: s • AT --NTii_ 41- , STS - City: T�� City: State: Zip: Phone: Fax: Email: Contr Reg No.: Exp Date: Tukwila Business License No.: 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: City: State: Zip: Architect Name: Key t4 3P©r Eeick Address: s • AT --NTii_ 41- , STS - City: T�� State: buA- Zip: got 3 p: 4)623,611. tii4 Phone: C7_00ax: Email: ENGINEER OF RECORD Name: Company Name: .7._ 4_12°5 City: State: Zip: Engineer Name: ---- Address: City: Ht;okt,,_ r.. Stag p: 4)623,611. tii4 Phone: C/ (� _c.,.z6F4x: 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 INFORMATIC 206-431-3670 Valuation of Project (contractor's bid price): $ r C-<") Existing Building Valuation: $ ;� S OG Describe the scope of work (please provide detailed information): V 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? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 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 0 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 hh 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? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 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 0 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 hh Page 2 of 4 PUBLIC WORKS PERMIT INF( NATION — 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 0...Renton ❑ ...Sewer Availability Provided 0... Renton 0... 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): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond 0...Insurance 0... Easement(s) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours 0 .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way 0 ❑ .. Total Cut cubic yards ❑ .. Total Fill . cubic yards 0 .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ . ❑ . ❑ . ❑. ❑. ❑. Geotechnical Report .. 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 ❑... Work in Flood Zone 0... Storm Drainage .. Abandon Septic Tank .. Curb Cut .. Pavement Cut .. Looped Fire Line ❑ .. Permanent Water Meter Size (1) " WO # ❑ .. Temporary Water Meter Size (1) " WO # ❑ .. Water Only Meter Size WO # ❑ .. Sewer Main Extension Public 0 Private ❑ .. Water Main Extension Public 0 Private 0...Grease Interceptor ❑ ... Channel ization 0... Trench Excavation ❑... Utility Undergrounding (2) " WO # (3) (2) " WO # (3) ❑ .. Deduct Water Meter Size " WO# " WO# FINANCE INFORMATION Fire Line Size at Property Line 0 .. Water ❑ .. Sewer 0 .. Sewage Treatment Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) Day Telephone: Mailing Address: City Water Meter Refund/Billing: Name: Mailing Address: State Zip Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line12012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 hh 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. BUILDINGOWNER OR Signature Print Name: D AGENT: Day Telephone: Mailing Address: • H: Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 hh City Date: I I� 15— L-00 3hq- ioH �� �• rtc o State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY I PAID PermitTRAK $332.76 D16-0339 Address: 6841 S 180TH ST Apn: 3623049087 $115.00 DEVELOPMENT $111.75 PERMIT FEE R000.322.100.00.00 0.00 $65.00 PLAN CHECK FEE R000.345.830.00.00 0.00 $42.25 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $3.25 TECHNOLOGY FEE R000.322.900.04.00 0.00 $3.25 PG16-0178 Address: 6841 S 180TH ST Apn: 3623049087 $217.76 GAS $209.38 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $135.00 PLAN CHECK FEE R000.322.103.00.00 0.00 $41.88 TECHNOLOGY FEE $8.38 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R10017 R000.322.900.04.00 0.00 $8.38 $332.76 Date Paid: Monday, December 12, 2016 Paid By: TRUNG NUGYEN Pay Method: CREDIT CARD 08639G Printed: Monday, December 12, 2016 2:16 PM 1 of 1 iSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 b&-03 Project: t her/V iCSC itit/ dign/i2S TyRe of Inspection: `I /Cbi,c�6- Inspection:,— Address: opj/ S /Porngr- Date Called: Special Instructions: 2oM' Date Wanted ) / 2/3e a.m p_ : Requester Hwy Phone No: 679 " COS -i Approved per applicable codes. Corrections required prior to approval. COMMENTS: oki 426- A -WO -ow_ Inspector:Amvit Date: 213# REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 11I r 'AI ict115C inA(7y -C Az, rW Type of Inspection: 14- ("-"-- Address:S� Suite #:51. 7 1 .). / OH , Contact Person: 7 fAie , /\Jo Oy gU Special Instructions: Phone No.: 7o6 -34 - (ail ,j Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: TV( Date: 1 /3/j Hrs.: ( $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 October 26, 2016 r TONG GIRO PHAN SEATTLE CIAO XIS CAC THANH TIY DAO VIjT NAM Vietnamese Martyrs Parish of The Archdiocese of Seattle 6841 S. 180th St, Tukwila, WA 98188 Phone: (206) 325-5626 Fax: (206) 324-5849 Website: www.vnccs.org City of Tukwila 6200 South Center Blvd Tukwila, WA 98188 Attn: Mr. Jerry E. Hight, Building Official Mr. Jerry E. Hight, MCP FILE RECEIVED DEC 13 2016 TUKWILA PUBLIC WORKS The Vietnamese Martyrs Parish is asking your assistance to prepare the ethnic food in celebration of the next coming Lunar New Year. We propose a shipping container as a shelter to prepare the "Banh Chung" ethnic food as follow: 1. The cooking activity will last from January 3, 2017 through January 28, 2017. 2. Food preparation will be in the existing kitchen, inspected and approved by King County Health Department. 3. There will be ten VulcanVSP 100 kBTU, 2 Ring Burner appliances inside the cooking shelter. Each day, starting around 5 PM, these burners will be loaded with 55 gallons barrels which contain the rice cake (Banh Chung) and boiled overnight. There will be three attendants each night to watch the flame and ensure sufficient boiling water in each barrel to prevent fire hazard. One person will inspect the cooking barrel while the other two stay alert to assist. They will stay in the existing building and check the cooking shelter once each hour. 4. To prevent the heat build-up inside the cooking trailer, in addition to the attached ventilation plan, the three access doors will be open to serve as supply air, also allowing the attendant to check the flame and heat prior enter the shelter to check the boiling water barrel. 5. After each shift, the rice cakes are removed, cooled, and move back into the main kitchen for final wrapping and refrigerate and finally distribute among church members to be consume at their own residence as part of Lunar New Year celebration. As you may already be aware, we have used the same method last year and also many prior years at our previous location in Seattle without incident. Per your suggestion, we start the application early this year but will not start to install the equipment till late December 2016. Please do not hesitate to contact our technical representative, Kevin Broderick at (206) 682-7525 or myself at (253) 951-6449 if you have any further advice. RECEIVED Bes Regards REVIEWED FOR CITY OF TUKWILA CODE COMPLIANCE APPROVED en Nguyen Vietnamese Martyrs Parish Chairman, Pastoral Council. DEC 2 2 2016 City of Tukwila BUILDING DIVISION DEC 1 2 2016 PERMIT CENTER 1)14fr toP2491 r BRODERICK ARCHITECTS December 6, 2016 Jerry E. Hight MCP Building Official / City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 FILE RE: Church of the Vietnamese Martyrs / 6801 S. 180th Street Dear Mr. Hight, The proposed cooking container project the Church of the Vietnamese Martyrs is seeking to re -permit is identical to the project permitted last year. As such, I have no issues with the parish re -using our stamped drawings when applying for the 2017 permit. I do appreciate you and your staffs diligence and thoroughness in processing our permit documents. Please let me know if you have questions or concerns. Sincerely, Kevin J. Broderick, AIA REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 2 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 1 2 2016 PERMIT CENTER 55 South Atlantic Street • Suite 301 • Seattle, WA 98134 • 206.682.7525 / Fax. 206.682.7529 PL( - OhPjq SILL State of Washington Department of Agriculture P.O. BOX 42560 Olympia, WA 98504-2560 In accordance with the provisions of Chapter 69.07 RCW Food Processing Plant License ' License Number: 20160 Tuyen Pham Vietnamese Martyrs Parish 6841 S 180th St Tukwila , WA 98188 Is Licensed to Produce the Following Product(s): BOILED RICE CAKES REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 2 2016 City of Tukwila BUILDING DIVISION Valid from 7/1/2016 through 6/30/2017 RECEIVED CITY OF TUKWILA DEC 1 2 2016 PERMIT CENTER This License is non -transferable with respect to persons and/or locations. This License is also subject to revocation or suspension for violations of state laws or regulations. DIV-o�3q PARCEL # 3623049094 EXISTING 5' CHAIN LINK FENCE 15 PTP G 'TRUE POINT OF BEGINNING" & "POINT A" PARCEL # 3623049017 IFIL FRONT SETS 24, CEDAR I • E65TING LAWN ,.—PERMANENT ACCESS ROAD EASEMENT EXISTING ASPHALT PARKING, TYP. Lp+ EXISTIN HERRY EXISTING LAWN '€CONd FR6NT SETBAC EXISTING CHURCH EXISTING CHAIN LINK FENCE EXISTING CONCRETE PATIO EXISTING LAWN GREEN RIVER 40' X B' CARGO CONTAINER TEMPORARY LOCATION OCCUPIES (5) PARKING STALLS - NONE OF WHICH ARE REQUIRED. SCREENED 9Y (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 OH WM P NON -RESTORED LEVY AREA TOE OF SLOPE EXISTING TRUCK LOADING AREA• 16' FIR ff1/N� ARCHITECTURAL SITE PLAN ` r = 30' \, END1O1NT OF.' FLOOD PROTECTION \ ` LEVEE EASEMENT \ N41.14:4 � `` ORDINARY HIGH WATER ...di,—• MARK/415' — G (FLOOD PROTECTION LEVEE EABEME TDI A ' ,REVIEWED 'OR CODE COMP IANCE APP VED PROJECT NOTES PROJECT ADDRESS: 68015.160TH STREET TUKWILA. WA 98188 PROJECT DESCRIPTION: 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 6 TALI. OWNER: CORP. OF CATHOLIC ARCHBISHOP OF SEATTLE / EO FOSTER 719 9TH AVE SEATTLE, WA 96104 206.382,4560 ARCHITECT: 960086ICK ARCHITECTS 55 5. ATLANIIC STREET, SUITE 301 SEATTLE, WA 98134 206.682.7525 206.682.7529 (F) CONTACT: KEVIN BRODERICK ksAnd.brodsrIcksrchltscN<om STRUCTURAL ENGINEER: Il. GROSS STRUCTURAL ENGINEERS 23914 56TH AVE WEST, SUITE 200 M055145KE TERRACE, WA 98043 206.623.0769 CONTACT: IRA GROSS In*llgross<om LEGAL DESCRIPTION: 5E5 AT NW COR SEC 38 TH 5 01-19.01 W 1320.01 FT TO NW COR OF GL 4 TH 5 88-04-53 E 391.81 FT TH 5 01-55-07 W 34111 TH N 88-04-53 W 50 FT TO TPOB TH 5 860453E 426 FT M9. TO TOP OF LEFT BANK OF GREEN RIVER TH 507.00E106FT TH501-06W 104 FTTH 509-12 W106 FTTH 526-49 W102 FT TH 547-21 W103 FTTH 560-15 W 40 FT TH 574.35 W 60 FT TH W 106 FTTH N 67.30 W 107 FT TH N 26-19 W 104 FTTH N 20-22W103 FTTHN21.54WI05 FTTH N32.38W118FT TH N 44-04 W 35 FT Mil TAP FR WH TPOB BEARS 5 70-20-07 W TH N 70.20-07 E 220 FTM/L TO TPOB TGW E5MT5 TGW UND INT IN PRIVATE RD ADJ FOR 555855ME NT PURPOSES PARCEL NUMBER: 3623049087 PLANNING NOTES D P 2 2 2016 City of Tukwila BUILDING DIVISION ZONING: TUC LOT AREA: 251.300 SF (5.77 ACRES) LOT COVERAGE: 62,250 5F (25%) BUILDING TOTAL PARKING: EXISTING: 241 STALLS PROPOSED: 239 STALLS REQUIRED: ASSEMBLY AREA: (I PER 4 FOX0 SEATS) NAVE: 733 5E515/ 4 .184 STALLS BUSINESS: (3 PER EACH 1000 5F OF USEABLE AREA) OFFICES: 4242 51 /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 RECamo DEC 13 2016 TUKWILAECEIVED PUBLIQF$ TUKWILA DEC 1 2 2016 ?ERMIT CENTER LEGEND: — —4 PROPERTY LINE EASEMENTS EXISTING FENCE B' CONCRETE CURB SETBACK ORDINARY HIGH WATER MARK TOE OF SLOPE COSTING LANDSCAPE AREAS EXISTING BUILDING DIRECTION OF TRAVEL EXISTING HYDRANT EXISTING TREES (TO REMAIN) 1 1 1 e - I..L >- cc uJ N w Z w TENANT IMPROVEMENT 6801 S. 180TH STREET • TUKWILA, WA 98188 U W LL Q M U t0 W V Z V N 0 Z3 OJ IIIQ JJ N r� 206.682.7525 a a 2 1 A 02/04/16 SITE PLAN c1 DItte 0929261 - F1LZ I.L. GROSS STRUCTURAL ENGINEERS Vietnamese Martyrs Cargo Container Tukwila, WA RECEIVED DEC 13 2016 TUKWILA PUBLIC WORKS Structural Uplift Analysis Calculations for Permit Corrections REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 2 2016 City of Tukwila BUILDING DIVISION December 6, 2016 RECEIVED CITY OF TUKWILA DEC 1 2 2016 PERMIT CENTER 23914 56Th Ave W. - Suite # 200 Mountlake Terrace, WA 98043 Ph. (206) 623-0769 • (425) 640-7333 Dllp-ovA Design Maps Summary Report http://ehpl-earthquake.cr.usgs.gov/designmaps/us/summary.php?te... usGs Design Maps Summary Report User -Specified Input Report Title Vietnamese Martyrs Frl ]anuary 16, 2015 20:29:39 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available In 2008) Site Coordinates 47.44112°N, 122.21573°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III I�,iirli 5000 :._: v..,. •...`�gt M0[i'�i II 1'V''-'''''411,...,..3rf East Renton _• Highlands'_.•• :_ i Mir %East Hill «ARBOR t1,2maliquest USGS-Provided Output Ss = 1.403 g Si = 0.523 g fi alms. -Kent 1.403 g 0.784 g Sys Sol = 0.936 g 0.523 g 0 MapQuest For information on how the SS and S1 values above have been calculated from 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. 1.65 1.50 1.35 1.20 1.05 3 0.90 H 0.75 0.60 0.45 0.30 0.15 0.00 0.00 MCER Response Spectrum 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.00 Period. T (sec) 2.00 1.10 1.00 0.90 0.00 0.70 S 0.60 11 0.50 0.40 0.30 0.20 0.10 0.00 0.00 Design Response Spectrum 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 Period. T (sec) 2.00 Although this information Is a product of the U.S. Geobgical 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. 1 ..f1 1/1t/')n1c 11.1A Mut 7 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: 17 JAN 2015, 2:40PM ASCE Seismic Base Shear File = v:1A5AQ92•E\V20PHI-DICSIQ59-21CSIQ59-2.EC6 ENERCALC, INC. 1983-2015, Build:6.15.1.6, Ver.6.15.1.6 Lic =# :1KW„06002858 Cargo Container base Shear Risk Category Calculations per ASCE 7-10 Risk Category of Building or Other Structure : "II” : At Buildings and other structures except those listed as Category I, III, and IV Seismic Importance Factor = 1 USER DEFINED Ground Motion Max. Ground Motions, 5% Damping : SS = 1.403 g, 0.2 sec response S 1 = 0.5230 g, 1.0 sec response Site Class, Site Coeff. and Design Category ASCE 7-10, Page 2, Table 1.5-1 ASCE 7 -la Page 5, Table 1.5-2 ASCE 7-10 11.4.1 Site Classification "D" : Shear Wave Velocity 600 to 1,200 ft/sec Site Coefficients Fa & Fv (using straight-line interpolation from table values) Maximum Considered Earthquake Acceleration SMS = Fa *Ss S M1= Fv *S1 Design Spectral Acceleration Seismic Design Category Resisting System Basic Seismic Force Resisting System... Response Modification Coefficient " R " System Overstrength Factor " Wo " Deflection Amplification Factor " Cd " Fa Fv DS SMS' 3 S D1= S M1213 = D 1.00 • 1.50 1.403 • 0.785 0.935 • 0.523 = D ASCE 7-10 Table 20.3-1 ASCE7-10 Table 11.4-1 & 11.4-2 ASCE7-10 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 ASCE 7-10 Table 11.6-1 & -2 ASCE 7-10 Table 12.2-1 Bearing Wall Light -framed NOTE! See ASCE 7-10 for all applicable footnotes. Systems walls with shear panels of all other materials Building height Limits : Category "A & B' Limit Category "C" Limit Category "D" Limit Category "E" Limit Category "F" Limit 2.00 2.00 2.00 Redundancy Factor Seismic Design Category of D, E, or F therefore Redundancy Factor " p " = 1.3 Lateral Force Procedure Equivalent Lateral Force Procedure No Limit No Limit Limit = 35 Not Permitted Not Permitted ASCE 7-10 Section 12.3.4 ASCE 7-10 Section 12.8.2 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 : "TL" : Long -period transition period per ASCE 7-10 Maps 22-12 -> 22-16 " Cs " Response Coefficient S DS Short Period Design Spectral Response " R " : Response Modification Factor " I " : Seismic Importance Factor Use ASCE 12.8-7 Ta=Ct*(hn ^x) = 0.100 sec 6.000 sec Building Period " Ta " Calculated from Approximate Method selected = 0.935 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 12.81.3: Regular structure, Cs : Seismic Response Coefficient = Less than 5 Stories and with T «= 0.5 sec, SO Ss <= 1.5 for Cs calculation = 0.100 sec ASCE 7-10 Section 12.8.1.1 ▪ 0.468 • 2.627 = 0.041 = 0.4677 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: 17 JAN 2015, 2:40PM ASCE Seismic Base Shear Lic. .#.:: KW -06002858 Seismic Base Shear Cs = 0.4677 from 12.8.1.1 File = v A5AQ92-E\V20PHI-DICSIQ59-2tCSIQ59-2.EC6 ENERCALC, INC. 1983-2015, Bulld:6.15.1.6, Ver.6.15.1.6 Licensee : I.L. GROSS STRUCTURAL ENGINEERS ASCE 7-10 Section 12.8.1 Vertical Distribution of Seismic Forces " k " : hx exponent based on Ta = 1.00 Table of building Weights by Floor Level... W ( see Sum Wi below) = 10.00 k Seismic Base Shear V = Cs W = 4.68 k ASCE7-10 Section 12.8.3 Level # Wi : Weight Hi : Height (Wi * Hi) ^k Cvx Fx=Cvx' V Sum Story Shear Sum Story Moment 10.00 8.50 85.00 1.0000 4.68 4.68 0.00 Sum Wi = 10.00 k Sum VIA *Hi = Diaphragm Forces : Seismic Design Category "B" to "F" 85.00 k -ft Total Base Shear = 4.68 k Base Moment = 39.8 k -ft ASCE7-10 12.10.1.1 Level # Wi Fi Sum Fi Sum Wi Fpx 1 10.00 4.68 4.68 10.00 3.74 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 * SDs * I * Wpx MAX Req'd Force @ Level 0.40 * SDs *1 * 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 Pnnted: 17 JAN 2015,11:52AM IBC 2012 1609.6 Alternate All -Heights Wind Lic. # : KW -06002858 Description : -None- Analytical Values User verified these IBC 2012 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:1A5AQ92-E\V20PHI-DICSIQ59-21CSIQ59-2.EC6 ENERCALC, INC. 1963-2015, Build:6.15.1.6, Ver.6.15.1.6 Licensee : I.L. GROSS STRUCTURAL ENGINEERS Calculations per IBC 2012 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 2012 1609.6.2, Section 1 WINDWARD WALLS & PARAPETS Kz based on ibc 2012 1609.6.4.2 Item 1 Height Kz +Internal -Intemal 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 Enclosed 0-15' 20' 25' 30' 40' 50' 60 ' 70' 80' 90' 100' LEEWARD & SIDEWALLS Design Pressure P = 0.00256 VA2 Kz net Kzt WALLS PARAPETS ps%--- Partially Enclosed +Internal -Internal Enclosed Partially Enclosed 0.570 8.32 14.13 2.13 0.620 0.660 0.700 0.760 0.810 0.850 0.890 0.930 0.960 0.990 9.05 9.64 10.22 11.09 11.82 12.41 12.99 13.58 14.01 14.45 Enclosed +Internal -Intemal 15.37 16.36 17.35 18.84 20.07 21.07 22.06 23.05 23.79 24.54 2.32 2.46 2.61 2.84 3.02 3.17 3.32 3.47 3.59 3.70 20.32 22.10 23.53 24.95 27.09 28.87 30.30 31.73 33.15 34.22 35.29 Partially Enclosed +Internal -Intemal 24.77 24.77 26.94 26.94 28.68 28.68 30.42 30.42 33.03 33.03 35.20 35.20 36.94 36.94 38.68 38.68 40.41 40.41 41.72 41.72 43.02 43.02 Kz based on IBC 2012 1609.6.4.2 Item 2 0.570 Leeward Wall -9.87 Side Wall -12.77 Parapet Wall : Leeward 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: 17 JAN 2015, 11:52AM IBC 2012 1609.6 Alternate All -Heights Wind Lic. # :=:KW -06002858':• Description : -None- MWFRS per IBC 2012 Table 1609.6.2 Section 1 File = v:1A5AQ92•EW20PHI-0\CSIQ59-2tCSIQ59-2.EC6 ENERCALC, INC. 1983-2015, Build:6.15.1.6, Ver.6.15.1.6 Licensee : I.L. GROSS; STRUCTURAL ENGINEERS Kz per IBC 2012 1609.6.4.2 Item 2 = 0.570 Design Pressure P = 0.00256 V^2 K net Kt WIND PERPENDICULAR TO RIDGE psf Leeward Roof or Flat Roof Windward Roof Slopes Enclosed Partially Enclosed +Internal -Intemal +Internal -Intemal -12.77 -6.77 -7.16 -0.77 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 Condition 2 Condition 1 Condition 2 Condition 1 Condition 2 Condition 1 Condition 2 Condition 1 Condition 2 Condition 1 Condition 2 -21.09 -15.29 -5.42 0.39 -14.13 -8.13 -0.97 4.84 -11.22 -5.42 0.58 6.58 -9.10 -3.10 1.16 7.16 -7.16 -1.16 1.35 7.16 -5.22 0.77 2.71 8.51 2.71 8.51 -27.29 -9.10 -11.61 6.58 -20.13 -2.13 -7.16 11.03 -17.42 0.77 -5.61 12.58 -15.09 2.90 -4.84 13.16 -13.16 -5.03 -4.84 13.35 -11.22 6.77 -3.48 14.71 -3.48 14.71 All slopes including Flat Roofs -21.09 -15.29 -27.29 -9.10 Roof & Overhang Components & Cladding per IBC 2012 Table 1609.6.2, Section 2 & 3 Description Continuity Item Type Design Pressure P = 0.00256 V^2 K net Kzt Eff. Area Kz Enclosed ft^2 Partially Enclosed No Discontinuity Gable, Slope < 6:12 Wall & Parapet Components & Cladding per IBC 2012 Table 1609.6.2, Section 4 & 5 Description Continuity Item Type 10.00 0.570 + : 0.00 0.00 0.00 0.00 Design Pressure P = 0.00256 V^2 K net Kt 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 V/w.tt 4D = 11,5°C( ASO v04 =rot= G7 • 1-r Vpc r&r 1- l (z jet bi4/1- PA/141- (MI6pzi if I6 : 111,747 N,$ 38,3' Alreg z 16,1`)'o,& 3Y,3 -zyr 4'. le Q1/, K-f� T = G fl mer/01 = 1� � 8��-.j . ', /?tom# Pss),H-4 PMA0 L-rn4p cit cd1.'pektA- 0 94 ( - 10 64- - 4/ 'filQ D C3J ss Sol' 8/1/101-f - 1659,x .' , f Vis, ca+4464-, 06.7- f��til = y5/34* (3) 6/(11-4 64 S (VJ 6°"140/1-5 x y5 5 #f g/L#L- = Sof96 ' l4 o' _ f 414#' s ADD (/) 8.406t.. 6A, coAf+i.G - yb ff ),/ 171 ra# /S, f9G • paw✓iPi: (It) - S5-84( W4rv/L 19M144:14 �A. Gd,l -i6GA-- 7b �lifi v/0/may * woicr LL. GROSS 3QDC1 IAL WiQNEIBI6 C/9 7*156c)r- /,/S' 140 -e.24/14o t/ L4 tcr- cirOac SHEET TITLE 0671414 -mg ,44A47 yl 41/ACtli PROJECT lAvpb,o-re K SCALE U2/ DESIGNED BY CLIENT CHECKED DATE / of/ SHEET 23914 56th Avenue West - Suite 200 Mountlake Terrace, Washington 98043 (Ph) 206.623.0769 or 425.640.7333 Container Weight = 10000# per Aztec Container foot with 2 R -Up Doors 40'x8.5'x8' 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. EXISTING TRUCK LOADING AREA- Veq = 4.68 x 1.3 x 0.7 = 4.3k Uplift EQ: 0.6-.014Sds x D = 0.6-0.14(.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 QEF SIT MORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0339 DATE: 12/12/16 PROJECT NAME: VIETNAMESE MARTYRS PARISH SITE ADDRESS: 6841 S 180TH ST X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: >� L n_-`14-10 Building Division Ell \tT j -k —1 Public Works A'M huiC, 12=)-0-1 1_103 .A 9--;3-\(0 Fire Prevention Planning Division Structural ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 12/13/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: 01/10/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 Permit Center/Building Division 206 431-3670 Public Works Department 206 433-0179 Planning Division 206 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: bI ti—'012.2M STATE OF WASHINGTON) ) ss. COUNTY OF KING ) , states as follows: 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 requirem of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number L2, 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 construction work. LAURIE A. WERLE NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES MAY 29, 2018 Signed and sworn to before me this day of (cm. &i/ , 20 /'. N PUBLIC in and for the State of Washington Residing at King , County Name as commissioned: Laurie A we t' l e My commission expires: 05/29/18 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; 10. 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;, . 18. An entity who holds a valid electrical 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. Vulcan VSP100 110 B Single 2 -Ring Burner Stock Pot Range Vulcan VSP1001VSP100-11VSP100-2 Mfg.: Vulcan Models: Vulcan VSP100, Vulcan VSP100-1, Vulcan VSP1©0 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 Mode&:VSP1O0-1, VSP100-2 Features • Stainless steel front and sides. • Heavy cast iron top grate{s)_ • Two concentric 55,000 BTUthr_ 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. • 314" 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. 152015 DAYTON i owriltatVert,DircctDritre,0-V4 In - Dowagrat CentIllugolRoorVnrtitilaltre-50vR8{5oVR.B-adra*Ir ral FIMAC end Rotrige allon A RoolVuntihtws t DoweblealCertify gel RvolVertnelors tDembiestYo►tAlnctDrlvo,P1/4 BadctaProduct Family Downblast Vent, Direct Drive, 8-114In DAYTON Snore This fir paw $552.00/ each MAW eft tot talk. Lyt Autrorafettererory(1 F-1 ! Add to Cart • Add to list cheek Avolletalty ill How carr we irrepove our Product lowspe aT compare Technical Specs wr View Repair Parts for We Ilion esttw111sttowrIbato'Ior1 Asit4Atrirwir Rem -# SDVRS Catalog Page # 4144 Mfr. Model # 50VR8 UNSPSC tf 444101502 Shipping Weight 22.54 Mo. Country ofloinUtiA I by of Oclivenlrz /actbcfiange. tem Ocweid{Mst Ventilator Drive Type Nurrlbor rd SpMMds ata+eeI Dle. A1rea1 SAM" CFM D.00041. SP 6,101040? 0$ CFM 0.125-i1.5P 42105011T0I CFM * 0.2504n. ZP 2e3Mi7eyess CFM Q 0,3764'. SP 4131551 CFM [j 0.500.M. SP CFM C Oid23-1t. SP t3D RPM 1000/1340/1550 Soso width Ooto4rng b Hato Holed 19' 14' Dowel Dia. Overall Height 21$4" 14010" Starlt[lia. Wm! End 112 Mour?1ng Looaton Shat Me. Sheave Esti itr Max.InletTemp. 1341Demo* Mc4erVolta o 1t0 PAMM? Hz 0# Max. Oparattng Amps 1.1411.8213A0 Speed CtmbolIMte Yea Adl.1z 3re`FI Roof 4CETO Curb Stock No. AAl.8 Vint Roof Curb 40433 Slot* No. 0,6 IN. WC. PRESSURE t� 1 "x10` RON PIPE 0.6 IN. WC.PRESSURE 1,'x32' IRON PIPE E:tSJJ N G /4" t sy'1 FAGOO ,)4t''I. KITCHEN YfiREA AUTO. FIRE SHUT—OFF VALVE EXISTING 2 PSI: 3.000 CFH GAS METER MODEL s 3H115 Qi� d. .‘,..N- ..,-, ..., 0.- e 4\-- GAS SIZING GAS SIZING BASE ON 2012 INTERNATIONAL FUEL GAS CODE TABLE 402.4 O � O , ,o, • tse ,0 4 .,,,,4, -ccsoii• 4 ,c2. 0, ,,,), cr ,o• 0 e ‹, 4 . 4 . , 10 110 1100 1100 11050 STOCK POT RANGE VULCAN VSP 100 18" ROUND 1.77 SF 425 CFM AT LOW SPEED (x2) 840 CFM 50,400 CFH 237 FPM 700 CFM AT HI SPEED (x2) 1400 CFM 84,000 CFH 395 FPM MAKE—UP AIR LOUVERED WINDOW 16"x16" 1.77 SF AIR CHANGE AT LOW SPEED 19.69 / HR I AIR CHANGE AT HI SPEED 32.81 / HR 1100 1100 1050 NEW (TEMOARY) GAS LOAD PROPOSED 1460 1460 1391 EXISTING GAS LOAD (KITCHEN EQP. 4 HVAC) 2560 2560 2441 TOTAL NEW 4 EXISTING GAS LOAD 3000 EXISTING GAS METER MODEL 8 31-1I15 • 2 PSI — NEW (TEMPOARY GAS) ONLY FOR VIETNAMESE NEW YEAR USED IN 4 WEEKS /YEAR — 0.6 IN.W.C. BASE NATURAL GAS OF 0.60 SPECIFIC GRAVITY 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) l'14NNING APPROVED No ch, nges .can be made to these plans without approval from the /I'Planning Division of DCD Approv By:Sto. ;Date: 0.6 IN. WC. PRESSURE 2"x10' IRON PIPE EXISTING 2" 2 PSI EXISTING REDUCING PRESSURE REGULATOR SENSUS GAS REGULATOR Model 243-12-2 12" ABOVE GRADE IRON PIPE NEW REDUCING PRESSURE REGULATOR SENSUS GAS REGULATOR Model # 243-12-2 _GAS1N QRlAH�ARD""CP[): AFTER USE) 4-C REVISIONS No changes shall bq'made to the scope Of work wlthot t''pnor approval of Tt�':wi!a F.}Silding DivistOf. Vt)7 revisions 41 require a new plan submittal aril may inahr4e additional plan review fees. �f 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 50,400 CFH 237 FPM 700 CFM AT HI SPEED (x2) 1400 CFM 84,000 CFH 395 FPM MAKE—UP AIR LOUVERED WINDOW 16"x16" 1.77 SF AIR CHANGE AT LOW SPEED 19.69 / HR I 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 .6 IN. WC. PRESSURE 2"x32' IRON PIPE 000 9 Plan rov r .v npprolial is subject to errors and omissions. Approval of construction documents does riot au horizo the violation of any adopted code or ordinance. Recent of approved ► ield Cop and conditions is acknowledged: By: y►� Date: 111,17M �/. 16"x16" MAKE—UP AIR LOUVERED WINDOW SEPARATE PERMIT s QUiRED FOR: i Machan tectrical lumbing @sides Piping City of Tukwila t h;vi_�3 DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED DEC a a 2016 City of Tukwila BUILDING DIVISION City of Tukwila BUILDING DIVISION RECEIVED DEC 13 2016 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA DEC 1 2 2016 PERMIT CENTER 1) / wig REVISIONS STAR PLUMBING • MECHANICAL L1 80th STREET DRAWN : CH NAM DAO DATE : 01/11 SCALE : AS i JOB NO.: 001 SHEET