Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D19-0408 - VIETNAMESE MARTYRS PARISH - TEMPORARY CARGO CONTAINER
VIETNAMESE MARTYRS PARISH 6847 S 180TH ST FINALED 12/21/2020 D19-0408 Parcel No: Address: City of Tukwila Department of Community Development 630U5outhcenterBoulevard, Suite #1OO Tukwila, Washington 981AO 9hone:ZOG'431'367O Inspection Request Line: 206'438'9350 Web site-, http://www.TukwilaWA.Rov DEVELOPMENT PERMIT 3623049079 Permit Number: D19-0408 Project Name: VIETNAME MARTYRS PARISH Issue Date: 1/7/2020 Permit Expires On: 7/5/2020 Owner: Contact Person: Name; Address: Contractor: Address: License No: Lender: Name: Address: CORPORATION OF THE CATHOLIC 7l09THAVE, SEATTUE,WA, 98104 SEANH|LL SSSOUTH ATLANTIC STREET SUITE 30l'SEATTLE,WA, 98134 OWNER AFFIDAVIT ''' '^' Phone: Expiration Date: DESCRIPTION OF WORK: TEMPORARY PLACEMENT OF ONE CARGO CONTAINER ATTHE SOUTH PARKING LOT, Project Valuation: $5`000I0 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: V8 Electrical Service Provided by: TUKWILA Fees Collected: $]58]0 Occupancy per IBC: A-2 VVaterDisthc : TUKVVLA Sewer District: TUKVV|LA 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 2O1S 2015 National Electrical Code: VVACities Electrical Code: VVA[296~46B: VVAState Energy Code: 2017 2017 2017 ZOlS Public Works Activities: [hanne|badon/StripinO: Curb[ut/Access/3idewa|k: Fire Loop Hydrant: Flood Control Zone: HavUnQ/OvenizeLoad: Land Altering: Volumes: Cut: U Fill: Q Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions oflaw and ordinances governing this work will becomplied with, whether specified herein ornot. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state orlocal laws regulating construction nrthe performance ofwork. |omauthorized tnsign and obtain this development permit and agree tuthe conditions attached tothis permit. Signature: Print Name: Date: 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: 3: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated atone extinguisher for each 1,5OOsq. ft. ofarea. The extinguisher(s)should beofthe "All Purpose" (3A,4O13:[)dry chemical type. Travel distance toany fire extinguisher must be7S'orless. (|FC 906.3)(NFPA10,5.4) I: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall bealong normal paths oftravel, unless the fire code oMlda| determines that the hazard posed indicates the need for placement away from normal paths of travel. (|F[9O6.5) 2: Fire extinguishers require monthly and yearly inspections. They must have atag orlabel 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 beemptied and subjected tothe applicable recharge procedures. |fthe required monthly and yearly inspections ofthe fire extinguisher(s) are not accomplished n/the inspection tag isnot completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 4: Maintain fire extinguisher coverage throughout. S: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 6: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition orviolation. 7: 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. 8: All permits, inspection record card and approved construction documents shall be kept atthe site nfwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. 9: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior toopening o,doing any food processing. Arrangements for final Health Department inspection shall bemade bycalling Seattle/King County Department ofPublic Health, (1-X}O'3ZS'6l65ext9'S66),atleast three Working days prior todesired inspection date. Onwork requiring Health Department approval, \tis the contractor's responsibility to have a set of plans approved by the agency on the job site. lO: All rack storage requires a separate permit issued through the City of Tukwila Permit Center, Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed inthe State ofWashington. Periodic special inspection |srequired during anchorage ofstorage racks 8feet orgreater inheight. ll: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension, A minimum distance of 4-inches shall be maintained above the controls with the strapping. lZ: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building Department (2Db'43I'3670). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 14: VALIDITY OFPERMIT: The issuance orgranting ofapermit shall not beconstrued tnbeapermit for, oran 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 nfthe City ofTukwila shall not bevalid. The issuance nfapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 15: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (Z0b/43l'3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206)438-E350 1700 B0LD|NGF|NAL** R� CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. viol - 040� Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail. **Please Print** SITE INFORMATION King Co Assessor's Tax No.:362304-9079 Site Address: 6847 S. 180th Street Tenant Name: Vietnamese Martyrs Parish, Tukwila, WA 98188 PROPERTY OWNER Name' Corporation Catholic Archdiocese of Seattle Address: 710 9th Avenue City: Seattle state:WA zip:98104 CONTACT PERSON — person receiving all project communication NameSean Hill Address: 55 S Atlantic Street City: Seattle State: WA zip:98134 Phone: (206) 682-7525 Email: sean@broderickarchitects.com DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE Name: Sean Hill Address: 55 S Atlantic Street City: Seattle State: WA Zip:98134 Phone: (206) 784-2143 Email: sean@broderickarchitects.com GENERAL CONTRACTOR INFORMATION Company Name: N/A _ Address: City: State: Zip: Phone: St Contr Reg No.: Exp Date: Tukwila Business License No.: Suite Number: Floor: New Tenant: ❑ . Yes ® ..No ARCHITECT OF RECORD Company Name: Broderick Architects Address: 55 S Atlantic Street City: Seattle State: WA Zip: 98134 Phone: (206) 682.7525 Email: kevin@broderickarchitects.com ENGINEER OF RECORD Company Name:IL Gross Structural Engineers Address:23914 56th Avenue W, Suite 200 City:Mountlake Terrace State: WA zip:98043 Phone: (206) 623-0769 Email: ira@igross.com LENDER — WHO IS FUNDING THE PROJECT (required for projects $5,000 or greater per RCW 19.27.095) Name: N/A Address: City: State: Zip: MONTHLY SERVICE REFUND/BILLING BILLING -or- WATER METER Name: Address: City: State: Zip: Phone: W'Permit Center (Rachelle)\Applications\Word \Construction Permit Application Revised 6-2019.doex Revised: June 2019 Page 1 of 3 BUILDING DIVISION INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ DOI) Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Temporary placement of on cargo container at the south parking lot Will there be new rack storage? 0..Yes 2.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Is' Floor 320 SF V-B A-2 2"1 Floor 3rd Floor Floors thru Basement Accessory Structure* Garage • Attached • Detached Carport II Attached El Detached Covered Deck Uncovered Deck PLANNING DIVISION INFORMATION — 206-431..3670 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: Will there be a change in use? 0 Yes 0 Compact: Handicap: No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS —206-575-4407 Sprinklers 0 Automatic Fire Alarm EJ None Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 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. PUBLIC WORKS INFORMATION — 206-.433-0179 D ...Permanent Water Meter Size (1) . 0 „Temporary Water Meter Size (1). El ...Water Only Meter Size 0 ...Sewer Main Extension Public WO # (2) " WO # (3) " WO # WO # (2) " WO # (3) " WO # WO # 0 Deduct Water Meter Size >, Private 0 0 ...Water Main Extension Public El Private El WAPermit Center (Rachelle)\Applications \ Word \Construction Permit Application Revised 6-2019.doex Revised: June 2019 Page 2 of 3 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: 1212412019 Print Name: Kevin Broderick Day Telephone: (206) 784-2143 Mailing Address: 55 S Atlantic Street, Suite 301 Seattle WA 98134 City State Zip W:\Pcrmil Center (Rachelle)\Applications‘Word \Construction Permit Application Revised 6-2019.docx Revised: June 2019 Page 3 of 3 Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 01/06/2020 12:07:24 PM CREDIT CARD SALE VISA CARD NUMBER: TRAN AMOUNT: $344.85 APPROVAL CD: 01735C 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 littps://www.myvirtualmerchant.comNir al erchant/transaction.do?dispatchMethod—print... 1/6/2020 Page 2 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 01/06/2020 12:07:24 PM CREDIT CARD SALE VISA CARD NUMBER: TRAN AMOUNT: $344.85 APPROVAL CD: 01735C RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy littinc•//ToulArwmvvirtnalmerrhantrelm/VirilialMerrhant/trancaction do?disnatch Meth od----nrint... 1 /6/2020 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $344.85 D19-0408 Address: 6847 S 180TH ST Apn: 3623049079 $233.46 Credit Card Fee $6.80 Credit Card Fee R000.369.908.00.00 0.00 $6.80 DEVELOPMENT $217.06 PERMIT FEE R000.322.100.00.00 0.00 $192.06 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $9.60 TECHNOLOGY FEE R000.322.900.04.00 0.00 $9.60 PG19-0197 Address: 6847 S 180TH ST Apn: 3623049079 $111.39 Credit Card Fee $3,24 Credit Card Fee R000.369.908.00.00 0.00 $3.24 PLUMBING $103.00 PERMIT FEE R000.322.100.00.00 0.00 $68.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35,00 TECHNOLOGY FEE $5.15 TECHNOLOGY FEE R000.322.900.04.00 0.00 $5.15 TOTAL; FEES PAID BY RECEIPT: R19512 $344.85 Date Paid: Monday, January 06, 2020 Paid By: TONY H NGUYEN Pay Method: CREDIT CARD 01735C Printed: Monday, January 06, 2020 12:07 PM 1 of 1 SYSTEMS DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY 4.:', PAID $1SO.59 D19-0408 Address: 6847 S 180TH ST Apn: 3623049079 $124.84 , DEVELOPMENT $124.84 PLAN CHECK FEE R000.345.830.00.00 0.00 $124,84 P 19-0197 Address: 6847 S 180TH ST Apn: 3623049079 $25.75 PLUMBING — $25.75 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R19379 R000.322.10 .00.00 0.00 $25.75 $150.59 Date Paid: Tuesday, December 24, 2019 Paid By: BRODERICK ARCHITECTS, PLLC Pay Method: CHECK 19034 Printed: Tuesday, December 24, 2019 12:22 PM 1 of 1 I.L. GROSS STRUCTURAL ENGINEERS Vietnamese Martyrs Cargo Container FILE Tukwila, WA REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 7 2020 pity of Tukwila BUILDING DIVISION Structural Uplift Analysis Calculations for Permit Submittal RECEIVED CITY OF TUKWILA DEC 2 4 20t9 PERMIT CENTER D\O4OB December 10, 2019 23914 56th Ave W. — Suite # 200 Mountlake Terrace, WA 98043 Ph. (206) 623-0769 • (425) 640-7333 Design Maps Summary Report http://ehp 1-earthquake.cr.usgs.gov/designmaps/us/summary.php?te.., uGS Design Maps Summary Report User -Specified Input Report Title Vietnamese Martyrs Frl January 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 !Simi 00 AAR8OR apquest USGS-Provided Output Ss = 1.403 g Si = 0.523 g SMS = 1.403 g SMi = 0.784 g Sos = 0.936 g Sol = 0.523 g ® 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 0.90 N 0.75 MCER Response Spectrum D. 60 0.45 0.30 0.15 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 1.10 1.00 0.90 0.80 0.70 0.60 0.50 0.40 0.30 0.20 0.10 0.00 Design Response Spectrum 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) Period, T (sec) 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. 1 of 1 1 /1 A/7n I c 1'). 1n DT. *c Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Vietnamese Martyrs Cargo Container Engineer: VM Project ID: Project Descr:Uplift Analysis on Temporary Cargo Container Printed: 10 DEC 2019, 1:39PM ASCE Seismic Base Shear Lic. # : KW-06002858 DESCRIPTION: Cargo Container base Shear Cargo Container base Shear File = V:IAUGZ08-XIV20PHI-DICSIQ59-21FXCF71-Slcargo container.ec6 . Software copyrightENERCALC, INC. 1983-2019, Build:12.19.11.12 . I.L. GROSS STRUCTURAL ENGINEERS 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 = 1 USER DEFINED Ground Motion Max. Ground Motions, 5% Damping : S S 1.425 g, 0.2 sec response St = 0.5310 g,1.0 sec response Conforms to ASCE 7 Section 12.8.1.3: Regular structure with period of 0.5 s or less, Ss limited to max of 1.5 for calculation of Cs. 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 ft/sec Site Coefficients Fa & Fv (using straight-line interpolation from table values) Maximum Considered Earthquake Acceleration S MS = 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 S DS S Ms213 SD1S M1213 • D 1.00 = 1.50 • 1,425 0,797 = 0.950 • 0.531 = D Bearing Wall Systems 15.Light-framed walls with shear panels of all other materials 2.00 Building height Limits : NOTE! See ASCE 7-10 for all applicable footnotes. 2.00 Category "A & B" Limit: 2.00 Category "C" Limit: Category "D" Limit: Category "E" Limit: Category "F" Limit: No Limit No Limit Limit = 35 Not Permitted Not Permitted ASCE 7-10 Table 20.3-1 ASCE 7-10 Table 11.4-1 & 11.4-2 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 Building Period " Ta " Calculated from Approximate Method selected " Cs " Response Coefficient 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 ASCE 7-10 Table 11.6-1 & -2 ASCE 7-10 Table 12.2-1 ASCE 7-10 Section 12.8.2 Use ASCE 12.8-7 = 0,100 sec ASCE 7-10 Section 12.8.1.1 S DS: Short Period Design Spectral Response " R " : Response Modification Factor " I " : Seismic Importance Factor 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 • 0.475 • 2.667 • 0.042 • 0.4750 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 ASCE Seismic Base Shear Lie. #: KW-06002858 DESCRIPTION: Cargo Container base Shear Seismic Base Shear Project Title: Vietnamese Martyrs Cargo Container Engineer: VM Project ID: Project Descr:Uplift Analysis on Temporary Cargo Container Printed: 10 DEC 2019, 1:39PM File = VAAUGZ08-X1V20P1-11-DICSIQ59-2 \FXCF7I-S \cargo container.ec6 . Software copyright ENERCALC, INC. 1983-2019, Build:12.19.11.12 . I.L. GROSS STRUCTURAL ENGINEERS ASCE 7-10 Section 12.8.1 Cs = 0.4750 from 12.8.1.1 Vertical Distribution of Seismic Forces " k " : hx exponent based on Ta = 1.00 Table of building Weights by Floor Level... Level # Wi : Weight Hi : Height W ( see Sum Wi below ) = Seismic Base Shear V = Cs *W = 10.00 k 4.75 k ASCE 7-10 Section 12.8.3 (Wi * HiAk) 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" Level # Wi Fi Sum Fi Sum Wi 85.00 1.0000 85.00 k-ft 4.75 4.75 Total Base Shear = 4.75 k Base Moment = 40.4 k-ft ASCE 7-10 12.10.1,1 0.00 Fpx Calcd Fpx : Min Fpx : Max Fpx Dsgn. Force 1 10.00 4.75 4.75 10.00 4.75 1.90 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 6;1* Wpx MAX Reg'd Force @ Level 0.40 * S D*s I * Wpx Fpx : Design Force @ Level Wpx * SUM(x->n) Fi / SUM(x->n) wi, x = Current level, n = Top Level 3.80 3.80 4.75 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Vietnamese Martyrs Cargo Container Engineer: VM Project ID: Project Descr:Uplift Analysis on Temporary Cargo Container IBC 2015 1609.6 Alternate All -Heights Wind : KW-06002858 DESCRIPTION: Vietnamese Martyrs Wind Force on Cargo Container Analytical Values Printed: 10 DEC 2019, 2:33PM File = WIJGZ08-X1V20PHI-DICSIQ59-2\FXCF71-51cargo container.ec6 copyright'ENERCALC, INC. 1983-2019, Build:12.19.11,12 . GROSS STRUCTURAL ENGINEERS Calcula ons per IBC 2015 1609.6 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 : 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 7-10 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 F. 27.4-8 MWFRS Table per IBC 2015 1609.6.2, Section 1 WINDWARD WALLS & PARAPETS Analytical Values . „ Exposure Category, ASCE 7-10 Sect 26.7.3 Exposure B Mean Roof Height 8.50 ft Topographic Factor per ASCE 7-10 Sec 26.8.2 K1 = 0.250 K2 = 1.0 K3 = 1.0 Force Kzt to 1.0 per ASCE 7-10 26.8.2 Yes Topographic Factor Kzt = (1+10*K21(3)^2 = 1.000 V : Basic Wind Speed 115.0 mph per ASCE 7-10 26.5.1 Design Pressure P = 0.00256 --------- ------- ------- WALLS Kz based on ibc 2015 1609.6.4.2 Item 1 Height Kz +Internal -Internal +Internal -Internal Enclosed Partially Enclosed 0 - 15 ' 0.570 8.32 14.13 2.13 200.620 9.05 15.37 2.32 25 ' 0.660 9.64 16.36 2.46 30 ' 0.700 10.22 17.35 2.61 40 ' 0.760 11,09 18.84 2.84 50 ' 0.810 11.82 20.07 3.02 60 ' 0.850 12.41 21.07 3,17 70 ' 0.890 12.99 22.06 3.32 80 ' 0.930 13.58 23,05 3,47 90 ' 0.960 14,01 23,79 3.59 100 ' 0.990 14,45 24.54 3,70 LEEWARD & SIDEWALLS Kz based on IBC 2015 1609.6.4.2 Item 2 Leeward Wall Side Wall Parapet Wall : Leeward Enclosed +Internal -Internal 0.570 20.32 22.10 23.53 24.95 27.09 28.87 30.30 31,73 33.15 34.22 35.29 Partially Endosed +Internal -Intemal VA2 K C K psf z net zt PARAPETS -------- ------- Enclosed Partially Enclosed -9.87 -4.06 -16.06 -12.77 -6.77 -18.77 Both Directions -16.45 Both Directions 2.13 0.77 -16.45 24.77 26.94 28.68 30.42 33.03 35.20 36.94 38.68 40.41 41.72 43.02 24.77 26.94 28.68 30.42 33.03 35.20 36.94 38.68 40.41 41.72 43.02 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Vietnamese Martyrs Cargo Container Engineer: VM Project ID: Project Descr: Uplift Analysis on Temporary Cargo Container Printed: 10 DEC 2019, 2:33PM IBC 2015 1609.6 Alternate AII-Heights Wind Lic. # : KW-06002858 DESCRIPTION: Vietnamese Martyrs Wind Force on Cargo Container MWFRS per IBC 2015 Table 1609.6.2 Section 1 File = V:\AUGZ08-X1V20PHI-D1CSI059-21FXCF71-Slcargo container.ec6 Software copyright ENERCALC, INC. 1983-2019, Build:12.19.11.12 . I.L. GROSS STRUCTURAL ENGINEERS Kz per IBC 2015 1609.6.4.2 Item 2 = 0.570 WIND PERPENDICULAR TO RIDGE Leeward Roof or Flat Roof Windward Roof Slopes Design Pressure P = 0.00256 VA2 Kz C et Kzt psf Enclosed +Internal -Internal -12.77 -6.77 Partially Enclosed +Internal -Internal -18.77 -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 -5,42 -14.13 -0.97 -11.22 0.58 -9.10 1.16 -7.16 1.35 -5.22 2.71 -15.29 0.39 -8.13 4.84 -5.42 6.58 -3.10 7.16 -1.16 7,16 0.77 8.51 -27.29 -11.61 -20.13 -7.16 -17.42 -5.61 -15.09 -4.84 -13.16 -4.84 -11.22 -3.48 -9.10 6.58 -2.13 11.03 0.77 12.58 2.90 13.16 -5.03 13.35 6.77 14.71 2.71 8.51 -3.48 14.71 AII slopes including Flat Roofs -21.09 -15.29 Roof & Overhang Components & Cladding per IBC 2015 Table 1609.6.2, Section 2 & 3 -27.29 -9.10 Description Continuity Item Type Design Pressure P = 0.00256 VA2 K K netz zt Eff. Area ft^2 Kz Enclosed Partially Enclosed No Discontinuity Tall Flat top roof where h>60 ft Wall & Parapet Components & Cladding per IBC 2015 Table 1609.6.2, Section 4 & 5 10.00 0.570 + : 0.00 0.00 : -25.93 -32,12 Description Continuity Item Type Design Pressure P = 0.00256 VA2 K CK netz zt Z, Ht. Above Ground Eff. Area Level, ft ftA2 Kz Enclosed Partially 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 2 Rol -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 OCCIDENTAL'S (SMARAGD) IN POTS. CARGO CONTAINER TO BE WHITE IN COLOR TO MATCH BUILDING WALL COLOR EXISTING TRUCK LOADING AREA- i 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 • 74014 t VPL f T /-v. -tp/ 6,if�rr/L PA4/2-� L t 890 {6� �} /9, 3-4 3 ). qr'lb 94 - /064- 4/ a1� ft3 38,34 Syr---fr lgirzSK-�� b -8 rkiso# '-SQ('i4i 64. c 9. -N- -L (3) r 106.}- /L s#/ R 4 kJ = 013 x /Sr 1(9b = .._ %+.4 OA) C 6 ,. /4 ©urn = /s, 416* Fs, ' 4D (l) &Q A-/1- 604 G ,A*q L yb V 374)4° f/6 R-z t/i (t) • 5 tlojz+40,- 124-t ri si vifriy /mole T I.L. GROSS BIADCRIRALmroUJ ✓/'� !i/1 / o IJ%'L-I f'r Gft6e4K SHEET TITLE V/67714A-M�SE 444 4-Ty/t-S !. iActi PROJECT SCALE v4f DESIGNED &Y CLIENT CHECKED DATE / ©FI SHEET 23914 561h Avenue West - Suite 200 Mouniloke Terrgce, Washington 98043 (Ph) 206.623.0769 or 425.640.7333 CI I Y OF TUKWILA. Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 Permit Center/Building Division 206 431-367o Public Works Department 206 433-0179 Planning Division 206 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: IA STATE OF WASHINGTON) ) ss. COUNTY OF KING TO/ )0071,) [please print name] , states as follows: 1. I have made application fora 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 requirement of RCW 1.8.27 o9o, I consider the work authorized under this permit to be exempt under number leD 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. By signing below, I certify the information I am providing on this affidavit is true and accurate. I understand that if I make false statements or misrepresentations I may be assessed penalties. Furthermore, 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. Owner 0 ler's A ent* Signed date: 74— day of 18.27,090 Exemptions. The registration provi his chapter do not apply to: 1, An authorized representative of the United States govern ment, the state of Washington, or any incorporated city, town, county, township, inigation 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 ofany 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 46.7o 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 govern ment; 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; io, 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; u. 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 mouths; 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 exergrtions.. PERMIT COORD COPY' PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0408 DATE: 12/26/2019 PROJECT NAME: VIETNAMESE MARTYRS PARISH SITE ADDRESS: 6847 S 180TH ST X Original Plan Submittal Revision # Response to Correction Letter # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division ufric Works ATA Atrnd 1)-01 Fire Prevention Structural AW Planning Division Permit Coordinator 1 PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 12/26/19 Structural Review Required DATE: LI APPROVALS OR CORRECTIONS: Approved n DUE DATE: 1/23/2020 Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie. Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fir P1ngD PW Staff Initials: 12/18/2013 PARCEL # 3623049094 "TRUE POINT OF BEGIN & "POINT A" ,NG EXISTING 5' CHAIN LINK FENCE PERMANENT ACCESS ROAD EASEMENT 4" DEC. GREEN RIVER %1.. ♦ ARCHITECTURAL SITE PLAN ♦ zl END POINT OF FLOOD PROTECTION LEVEE EASEMENT w Ec- 0 >- IY • ORDINARY HIGH WATER MARK @ 15' ouJ J LU Y CC 0 J } w 00 o a C( LL zo J 7, N w 00 Xw 0w EXISTING ASPHALT PARKING, TYP. CHER 2d"g1NE 30" PINE MERRY PARCEL # 3623049017 4S **, LL 19* SHORELINE URBAN CONSERVANCY ENVIRONMENT SETBACK - 125' FROM OHWM @ NON -RESTORED LEVY AREA 12"SIR " FIR EXISTING CONCRETE PATIO 16"FIR FRONT SETBA t K 16"oF1R 12" 1R 0 24" CEDAR EXISTING LAWN EXISTING CHAIN LINK FENCE EXISTING LAWN / / Q a w EXISTING LA' (30) ASpHA EXISTI - AWN FERRY 16" CHE EXISTING CHURCH 40' X 8' CARGO CONTAINER TEMPORARY LOCATION OCCUPIES (5) PARKING STALLS - NONE OF WHICH ARE REQUIRED. SCREENED BY (20) POTTED PLANTS: 5' THUJA OCCIDENTAL'S (SMARAGD) IN POTS. CARGO CONTAINER TO BE WHITE IN COLOR TO MATCH BUILDING WALL COLOR. EXISTING TRUCK LOADING AREA FLOOD PROTECTION LEVEE EASEMENT 1" = 30' 0 3 60' PROJECT NOTES PROJECT ADDRESS: PROJECT DESCRIPTION: COOKING DESCRIPTION: OWNER: ARCHITECT: STRUCTURAL ENGINEER: LEGAL DESCRIPTION: PARCEL NUMBER: 6801 S. 180TH STREET TUKWILA, WA 98188 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. 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. CORP. OF CATHOLIC ARCHBISHOP OF SEATTLE / ED FOSTER 719 9TH AVE SEATTLE, WA 98104 206.382.4560 BRODERICK ARCHITECTS 55 S. ATLANTIC STREET, SUITE 301 SEATTLE, WA 98134 206.682.7525 206.682.7529 (F) 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.com I SEPARATE PERMIT RECkLJOSED FOR; Mo hean:.;bai e c1r:c.ai binfd Piping City of Tkwil9 DING 0IVISI0N 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 FT MA_ TO 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 W104FTTHN20.22W103FTTHN21.54W105FTTHN32-38W116FTTHN44-04 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 3623049087 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 LEGEND: 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 �)1: Tukwila DIVISION_a RECEIVED CITY OF TUKWILA DEC 2 4 2019 PERMIT CENTER Dlq-0408 ce H Ice LJ w I 0 Z Z 0 U 0 U U U Z 0 0 A, WA 98188 O 00 206.682.7525 DESCRIPTION NO.1 DATE 12/12/19 SITE PLAN C 1 GAS SIZING REVISIONS BY 1 Cr hi SS 0,t2S4,, `Sr' li,rSC.07, SF' S.Jr/E711 0.I2S41, Sr 55 R. Vulcan VSP100 110 kBTU Single 2-Ring Burner Stock Pot Range Vulcan VSP1001VSP100-111/SP100-2 VIDEO Product Specifications Included Options Reviews Related Items Accessories Product Specifications 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 Model VSP100-1, VSP100-2 Features • Stainless steel front and sides • Heavy cast iron top grate(s) • Two concentric 55.000 BTlYhr ring -type burners per 18" section 110.000 BILPhr input per section • Standing pilot ignition system • Two infinite heat control valves per section. • Heat shield to protect control valves • 14" 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. (E) 3-COMPARTMENT SINK (E) SANITATION SINK Manufacturer Information Manufacturer: Model Model Model List price: Vulcan VSP 100 VSP100-1 VSP100-2 S1,932.00 Gas Information Uses Gas?' BTU's Yes 110,000 Dimensions Weight: Width Depth: Height 145 lbs 18 in 24 in 23 in. Shipping Information Shipped from Ft Mitchell, KY 41017 Packing Charge: $O 00 Customer Pick Up Not Available (Shipping Only) 1/S2015 DAYTON Dorn -blast Vort,DIrect Drive.b.lal In- Dcwrbast Centrifuge Real Venti Islas - 50VROISDV1:18- Grainger Ircksed lel Supply truSC and RON e rat, I Soot Ventllattra Dow,nfait contifugal Stool Varilaiarx Downbkal V4.11,04110 0rfv•61.114 Hark to Prnaluct F ,r,fy • H Nan rrilpf0v0 OUT Product imagist Conviera Technical Specs 11.n, Orrivt lytt Numb., of Speeds Ailtri Dia, CFNI 55 CtlItuk% Op Cy u et 0,, r,t, SP CFM CS 0.750.4,-, SP Crcf0155 0,376-1-, Sr Dosanblaat V. frilsace Dirret CAM' 5204644008 43 MO 6r701 21131476MS] .173/357 CFSt t5 0,5'jo.k'. SP .4473 ,,4310 44- ronel 1.11/5.4/7.5Who 4001 Alarrolnum Downblast Vent, Direct Drive, 8-1/4 In DAYTON Price: $552.00! each 0•Ster row luti autiortruirtUr Eitry I Montt •0 1 Add to Cart a Add It List Add Repair 0. Rololocafnall C wan pm For $10,113 eacha r C Vier Repair Parts for tido tam 130 fha fiat to write a roar* I Ask & Ammar Item I 50VRO Catalog Pap 04144 Mfr. Model I SOVRO Shipping Weight 22.54 lb% Country. of °nom USA I County/ Om*" rs .61.19 (IAA 'IGO RPM 00. WrIlh BMA •r• VS, Base Ile got CNN Ovtral lia .11 10301 ROM 360 10' 10- 21-3a1" 14-001' CI 0.250-01 OP 1-2/5.3)7.6 trz • Vrtogr. tit • Oturstirs Amp, its 60 1,1611.6212.44 SNall 0.. Whoa' Erd Iry Mot, rukul u-te un Roof S nom 04. Si-Vihre End IR' klar„61.1 Temp, 130 Depress spun Ala -Mount Share IN4 Pfakti Check Av•Ilablify UNSPSC 040101602 al eltwerd lac lewd Cenirlareel Opt*elCoolul 4SC172 ,Spaad Contolada Yes Art4 iito0 Curb Stack No, 4C670 Adt. 6 ISPHRool Cuft 4C453 SILO. No, Nit VENTILATION SIZING 40'x8'x8'ROOM SIZE EXHAUST FANS 0 .125 SP EXHAUST FAN INLET 425 CFM AT LOW SPEED (x2 ) 700 CFM AT HI SPEED (x2 ) 2,560 CF 18" ROUND 1.77 SF 840 CFM 50,400 CFH 237 FPM 1400 CFM 84,000 CFH 395 FPM MAKE—UP AIR LOUVERED WINDOW 16"x16" 1.77 SF AIR CHANGE AT LOW SPEED AIR CHANGE AT HI SPEED 19.69 / HR 32.81 / HR EXISTING KITCHEN AREA EXISTING 2 PSI. 3,000 CPH GAS METER MODEL 1 3E1115 EXISTING 2' 5 2 PSI EXISTING REDUCING PRESSURE REGULATOR 12" ABOVE GRADE SENSUS GAS REGULATOR. IRON PIPE Model # 243-12-2 NEW REDUCING PRESSURE REGULATOR SENSUS GAS REGULATOR Model # 243-12-2 16x16" MAKE—UP AIR LOUVERED WINDOW 40'x8' CARGO CONTAINNER UNDER A SEPARATE PERMIT — 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 GAS UNION (HARD CAPED AFTER USE) 04,40 4-0 GAS UNIO 10=1,100,000 BTU STEAM STOCK POT Is.(40 00 GAS SIZING BASE ON 2012 INTERNATIONAL FUEL GAS CODE TABLE 402.4 10 110 1100 1100 1050 STOCK POT RANGE VULCAN VSP 100 1100 1100 1050 NEW (TEMOARY) GAS LOAD PROPOSED 1460 1460 1391 EXISTING GAS LOAD (KITCHEN EQP. 4 HVAC) 2560 2560 2441 TOTAL NEW I EXISTING GAS LOAD 3000 EXISTING GAS METER MODEL # 31-1115 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. 104, 6? O qf ^14/6' ,e4A, '1444 lb: 4,6,41°04-4410 04/ 0.6 IN. WC. PRESSURE 2"x32IRON PIPE 16"x16" MAKE—UP AIR LOUVERED WINDOW DM- REVIEVVED FOR 1 CODE COMPLIANCE APPROVED ,.AN 07 2Ia City of Tukwiii E UILDING DIVISI RECEIVED CITY OF T DEC 2 2019 PERMIT CENTER STAR PLUMBING • MECHANICAL ARAM ST. 3939 S. G CO 0- LU I— I— LU TEL: (20)119-15.46 WA. STATE Llatt STARPM*994NW co co cr 0 a co tri < 6 53 DRAWN : NAM DAO CHECKED : DATE : 01/15/15 SCALE : AS NOTED JOB NO. : 001 SHEET I-iJ OF 1 SHEETS