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HomeMy WebLinkAboutPermit D16-0212 - CHURCH OF THE VIETNAMESE MARTYRS - 3 TEMPORARY GATE STRUCTURESCHURCH OF THE VIETNAMESE MARTYRS 6841 S 180' ST D16-0212 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov DEVELOPMENT PERMIT 3623049087 Permit Number: D16-0212 6841 S 180TH ST Issue Date: 8/10/2016 Permit Expires On: 2/6/2017 CHURCH OF THE VIETNAMESE MARTYRS Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: ARCHDIOCESE OF SEATTLE 710 9TH AVE C/O ROY ANNIE, SEATTLE, WA, 98104 HAN PHAN, PE 5130 S 166TH LANE , SEATAC, WA, 98188 OWNER AFFIDAVIT III Phone: (206) 229-6422 Phone: Expiration Date: DESCRIPTION OF WORK: CONSTRUCT 3 TEMP GATE STRUCTURES Project Valuation: $1,000.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $151.56 Occupancy per IBC: 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: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: ��'"r lief Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and . • ee to the conditions attached to this permit. /iJe) 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: 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: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 7: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 8: 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: 1) Ensure a minimum 20 ft. clear access width through the gate. It appears some parking stalls must be eliminated to accomplish this. 2) Ensure a minimum of 13 ft. 6 " vertical clearance is maintained beneath the gate. 9: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 10: 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 0201 FOOTING 0409 FRAMING • CITY OF TUKi JA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. D1 ---'0Z1/ Project No. Date Application Accepted: 4 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 or by fax. **Please Print** SITE LOCATION Site Address: 6801 S 180th Street Tenant Name: Church of the Vietnamese Martyrs PROPERTY OWNER Name: Corp. of Catholic Archbishop of Seattle Address: 719 9th Ave City: Seattle State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Han Phan Company Name: PBG, LLC Address: 5130 S. 166th Lane Engineer Name: Han Phan, PE City: SeaTac State: WA Zip: 98188 Phone: (206) 229-6422 Fax: City: SeaTac State: WA Email: pbg.engr@yahoo.com State: GENERAL CONTRACTOR INFORMATION Company Name: Company Name: PBG, LLC Company Name: Engineer Name: Han Phan, PE Address: Architect Name: City: SeaTac State: WA City: State: Zip: Phone: Fax: Phone: Fax: Contr Reg No.: Email: Exp Date: Tukwila Business License No.: H:WpplicationsWorms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.doca Revised: August 2011 bh King Co Assessor's Tax No.: 3623049087 Suite Number: Floor: New Tenant: ❑ Yes ..No ARCHITECT OF RECORD Name: Company Name: PBG, LLC Company Name: Engineer Name: Han Phan, PE Architect Name: City: SeaTac State: WA Address: Phone: (206) 229-6422 Fax: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: Company Name: PBG, LLC City: State: Zip: Engineer Name: Han Phan, PE Address: 5130 S. 166th Lane City: SeaTac State: WA Zip: 98188 Phone: (206) 229-6422 Fax: Email: pbg.engr@yahoo.com 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 INFORMATI( 206-431-3670 Valuation of Project (contractor's bid price): $ 1,000 Describe the scope of work (please provide detailed information): Construct of 3 temporary outdoor gate structures for 3 day church festival. Will there be new rack storage? ❑ Yes Existing Building Valuation: $ 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 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? ❑ 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\20I I Applications\Permit Application Revised - 8.9-I1.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 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? ❑ 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\20I I Applications\Permit Application Revised - 8.9-I1.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INF( IATION — 206-433-0179 Scope of Work (please provide detailed information): Not Applicable Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District m ...Tukwila ❑... Water District #125 ❑ ...Water Availability Provided Sewer District L6 ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑...Valley View ❑ .. Renton El ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ® ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ...Total Cut 5 cubic yards ❑ .. Work in Flood Zone ❑ ...Total Fill cubic yards ❑ .. Storm Drainage ❑ .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) 0 .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance 0 ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Abandon Septic Tank ❑ .. Curb Cut m .. Pavement Cut 0 .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # 0 ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ... Water Main Extension Public ❑ Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES - 1 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 0 THOR jig 1 • GENT: Signature: Print Name: Mailing Address: 57_ 5 s • / 6‘. Gy4ii Date: -74 0 6 Day Telephone: 402-0 - 4297-0 z 2 -'64- Z c (A) Ai- WM, H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11 docx Revised: August 2011 bh City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila Receipt Number R9084 DESCRIPTIONS PermitTRAK 1 ACCOUNT I QUANTITY I PAID $151.56 D16-0212 Address: 6801 S 180TH ST Apn: 3623049087 $151.56 DEVELOPMENT $147.23 PERMIT FEE 8000.322.100.00.00 0.00 $86.50 PLAN CHECK FEE R000.345.830.00.00 0.00 $56.23 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $4.33 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R9084 R000.322.900.04.00 0.00 $4.33 $151.56 Date Paid: Friday, July 29, 2016 Paid By: HAN PHAN Pay Method: CHECK 1303 Printed: Friday, July 29, 2016 2:41 PM 1 of 1 IriliSYSTEMS 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 Project: c UYYCt4 Ok -7746 1da6rA r- ese n1A 'J Tyke of Inspection: t 1 owArG- rwAL Address: Cil I J C /8 Si-- Date Called: a Special Instructions: Date Want ���� /' p.m. Requester: Phone No: _ 9 - qS / - ‘L)q9 I/t (Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0k i Inspector: /w I 1 Date: , z k REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 0 Retain a copy with permit 1XC.INSPECTION RECORD ! 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 Profit: L Vtga-c -- ci Type of Inspection: o F G� c r.` Ad ress: 66 Date Called: Special nstructions: pTfo�Requeste[rr: Date Wanted: 7J .—f Z—e- a.m. p.m. Phone No: Approved per applicable codes. u Corrections required prior to approval. OMMENTS: Inspector: Date riz REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. of'(URGt-t ©F- vvETNA 4 MA jam'{ g- ` M p s2—Y 4Are p f,A1 F'GL� /. Wr LQA G-A-Ltv LA -T1 ka Al �-- 3 Fes-_. p t(G CA-Lcc'L --n o !ti (-.- 2 (, S 5-T-RorafrREFD CITY OF TUKWILA JUL 2 9 2016 L041) L-CV-nOVERMIT CENTER Niki GN OT*E '�.�-� rt sk4 E L it , To1A-L tom- ek i &_ up - Fe - Zl , 5' S-TtzUc TU RC- $� , NcHolZ_ v 1,(.--xZI,sA3,03 MOM r, 06 (t+`#- k -F V5C 2-2 0 1b cA- A-crr'f ILfA,vrA PAY Aif6f opptc /4/14 L crv4 2 Egg 2 x2.,5"- 1)41(e- 5 iia- o7.1z P. 1 7/28/2016 CADDtools Design Pressure results ASCE-10 Wind load Program (30.4 Part 1: Low -Rise Building Wall Components and Cladding) Wall Components and Cladding (Mean Roof Height h <= 6o ft) Project: Church o f Vietnamese Martyr Prepared by: B. Ge of PBG E-mail: Input: ASCE-10 Strength Design Load & Allowable Stress Design Wind Speed = 110 mph Building Exposure = B (Urban & Suburban areas) Internal Pressure Coefficient GCpi = 0.18 Enclosed Building Roof angle is less than or equal to 10° or flat (External Pressure Coefficient is reduced io%) KZT = 1.00 KD = 0.85 Mean Roof Height = 21.5 ft Output: Velocity Pressure Exposure Coefficient "Kz max." = 0.7 Per Table 30.3-1, page 317 LRFD (Load Resistance Factor Design) Velocity Pressure (qh LRFD) =18.43 psf = .00256*Kz*Kzt*Kd*V^21b/ft^2 Per e4.30.3-1, page 316 ASD (Allowable Stress Design) Velocity Pressure (qh ASD) = 11.06 psf = .00256*Kz*Kzt*Kd*V^2*0.61b/ft^2 - LRFD (Load Resistance Factor Design) ASD (Allowable Stress Design) (Per Figure 30.4-1, Page 335) Tributary `� Sq Feet Positive Zone 4 815 psf Negative Center Zone 4 psf Negative Corner Zone 5 psf Positive Zone 4 & 5 psf Negative Center Zone 4 psf Negative Corner Zone 5 psf External Pressure Coefficients Positive GCS Negative Ger Negative Corner 10 ft2 19.9 -21.6 -26.5 16 -16 -16 0.90 -0.99 -1.26 20 ft2 19.0 -20.7 -24.8 16 -16 -16 0.85 -0.94 -1.16 50 ft2 17.9 -19.5 -22.4 16 -16 -16 0.79 -o.88 -1.04 100 ft2 17.0 -18.6 -20.7 16 -16 -16 0.74 -0.83 -0.94 200 ft2 16.1 -17.8 -18.9 16 -16 -16 0.69 -0.78 -0.85 500 ft2 16 -16.6 -16.6 16 -16 -16 0.63 -0.72 -0.72 Least Width = 5 ft a= 3 ft (Zone 5) 10% of least width or o.4h, whichever is smaller but not less than 3 ft. Presented by CADDtools.com httryllwww.catirttnals.com/CTcalculate10.oho 1/2 7/28/2016 CADDtcds Design Pressure results P/44 -t- 3 httnl/www.caddtods.com/CTcatculate10.oho 2/2 FT� • i t\A0 t=ter pczzJ 7° -"CAL 1_,4-7rML NT'/ I 571auCiuF-E- Dc (N 0E- s9J L Ariverfor- 2 E x -f- )3 x ,P,51) +1. 513 tc /2, 64--f- 5 F-- 2- 2 P t d c.A-F IT r MA -4T/4- RA -Y 4q v l°J Pt Pm T L po rp = 3.(0 5 _ uAl A-470-4 p - 6 IN/ /2- 1/5y S 7 tu_addi,-_ = 4. t2 f E 51z, P-� V[P--"-? --t...toop 6 M<L Ata GE- PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0212 DATE: 08/01/16 PROJECT NAME: CHURCH OF THE VIETNAMESE MARTYRS SITE ADDRESS: 6801 S 180TH ST X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works MA P41 Fire Prevention Structural �3 Covi e �-t fe Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 08/02/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 08/30/16 ❑ Approved with Conditions ❑ Corrections Required �— Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping l— PW ❑ Staff Initials: ivisnois CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplanPci.tukwila.wa.us Permit Center/Building Division 206 431-367o Public Works Department 206 433-0179 Planning Division 206 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING ) [please print name] , states as follows: pito OKI to PERMIT NO: DI. L -O 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 nt of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number . , 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. .2wql LAURIE A. WERLE NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES " MAY 29, 2018 Signed and sworn to before me this /1/ d .f /OJ(S ,20/c PUBLIC in and for the State of Washington Residing at / 7 //1-,))21, /' ,CCounty / Name as commissioned: �}�,07E'1 1'647[ -C My commission expires: 5 490 18.27.090 Exemptions. The re ation provisions of this chapter do not apply t 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, 9r 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 46.7o 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 ot; 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 •vto the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; i8. An entity who holds a valid electrical contractor's license under chapter 19.2.8 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. 0 T 0 Layout Name: L: \Proposal\Vietnamese Church\Gateway—PLAN.dwg Jul 29, 2016 — 8:04am PROPOSED GATEWAY POST (TYP) S88°46'19"E 420.58' PROTECT EXISTING EXTRUDED CURB 370.58' Plan review approvel is subject to e : nd omissions. Approval of nonsirticiionlocti ants does not atrihot;ho the viokx& n e `,. filed coda or ordinance. Recoipt of appro' - -iald Co_ •• ,•ndi►icns is acknowledged: (D 2 / By: Date: City of Tukwila BUILDING DIVISION rREVISIONS No chances shall h' mc to the scope of work withc�Lit prior approval of Tri! wila Building Division NOTE: Revisions will rcquira a n2..v ,clsn submit!; ; and may inc,I do s:.'.':tional pian rV.r ,,., ff., SEPARATE PEF',:',41-1 REQUIRED FOR: ,Qrittachanical Au Electrical ,ErPlumbing „Gas Piping City of Tukwila pull ��" ill's/I " ?+Jid ROOF FRAMING (SEE NOTE 1) FLOOR FRAMING (SEE NOTE 1) 0 Zo 2 - MSTC 28 STRAPS 1 ON EACH SIDE (TOTAL 8) FOOTING (TYP) PARKING LOT STRIPING GATE SITE PLAN 1"=5'-0" ROOF FRAMING (SEE NOTE 1) ROOF FRAMING -\ (SEE NOTE 1) DECORATIVE FINISHES ON WOOD FRAME STRUCTURE (TYP) DECORATIVE FINISHES ON WOOD FRAME STRUCTURE HOLDOWNS & ANCHOR BOLTS (TYP) 2 - MSTC 28 STRAPS ON EACH SIDE (TOTAL 8) MANTA RAY ANCHORS (TYP) GATE ELEVATION 1"=4'-0" /— FLOOR FRAMING (TYP) (SEE NOTE 1) 4 - MSTC 28 STRAPS ON EACH SIDE (TOTAL 16) i NOTE: TAX PARCEL NUMBER 3623049087 CONTACTS APPLICANT: KIEN NGUYEN 6801 S. 180TH STREET TUKWILA, WA 98188 (253) 951-6449 EMAIL: KIENKHAM@GMAIL.COM 1. PROVIDE 2x4 @ 24" OC WITH Y2" PLYWOOD SHEATHING FOR ROOF/FLOOR FRAMING. CIVIL ENGINEER: PBG, LLC 5130 S. 166TH LANES SEATAC, WA 98188 (206) 229-6422 CONTACT: HAN PHAN, P.E. Know what's below. CaII before you dig. KEY MAP NTS REFERENCE SHEET NO. SP1 SHEET 1 OF 2 SHEETS 6" TYP 4,-5" 8" TYP F'H HH oLJ L N N N Co HDU4-SDS4.5 WITH /8" DIA. SSTB16 EMBEDDED 12-%" INTO CONCRETE (TYP) MANTA RAY (4 PLACES EACH FOOTING) MIN. CAPACITY=2,500# PER MANUFACTURER 18" DEEP CONC. FOOTING WITH #4 @ 8" EACH WAY TOP & BOTTOM 6" TYP 4'-5" 8" TYP r 1 c� 7. I- —I I— -I I I I I I I ,I- -I oLJ L_ le 18" DEEP CONC. FOOTING WITH #4 @ 8" EACH WAY TOP & BOTTOM HDU4-SDS4.5 WITH %" DIA.SSTB16 EMBEDDED 12-%" INTO CONCRETE (TYP) MANTA RAY (4 PLACES EACH FOOTING) MIN. CAPACITY=2,500# PER MANUFACTURER GATE FOUNDATION PLAN 1"=2'-0" 1)014,- 11'1'2 - CI) r 2 coLu = w OO F-- Q 00 �I—C) O Q U CL CO <C J = cn w C!)COF- LU Cfl z I -- w CD J W D D z Q z Q. Q J w c� ISSUE DATE DESIGNED BY: CHECKED BY: PROJ. MNGR: REVISION DESCRIPTION m 0 TV OP TUKWILA JUL 2 9 2016 ->a i `'IIT t3ENTER REVIEWED FOR CODE CO VIPLIAN CE APPROVED w 0 0 z AUG 092016 A. City of Tukwila BUILDING DIVISION Layout Name: layout L: \Proposal\Vietnamese Church\Gateway—NOTES.dwg c 0 0 Jul 29, 2016 — 8: 01 am GENERAL STRUCTURAL NOTES: (The following apply unless shown otherwise on the plans) 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE INTERNATIONAL BUILDING CODE (2015 EDITION). 2. DESIGN LOADING CRITERIA WIND Vult3s= 110 MPH, Vasd3s= 85 MPH EXPOSURE B, Kzt = 1.0 RISK CATEGORY II, ASCE 7-10 Chapter 27 EARTHQUAKE Ss= 143, S1 = 53, (2008 LAT LON MAPS), Sds= 95, Sd1= 53 SEISMIC USE GROUP I, le = 1.0, SITE CLASS D R = 6.5, WOOD SHEAR PANELS, SEISMIC DESIGN CATEGORY= D, Cs= .147 EQUIVALENT LATERAL FORCE METHOD 3. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED TO PERFORM HIS WORK. 5. SAWN LUMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.I.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS. STUDS PLATES & MISCELLANEOUS LIGHT FRAMING DOUGLAS FIR / HEM -FIR NO. 2 6. PLYWOOD SHEATHING PROVIDE 12" (NOM.) APA RATED SHEATHING. 7. WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY, OR EXPOSED TO WEATHERING, SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE, PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC. AND CONCRETE OR MASONRY. 8. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBG APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. 9. WOOD FRAMING NOTES - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.10.1 OF THE INTERNATIONAL BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL BEAMS SHALL BE CONNECTED TO POSTS WITH "AC" CAPS UNLESS OTHERWISE NOTED. B. WALL FRAMING: ALL STUD WALLS SHOWN SHALL BE 2 x 4 @ 24" O.C. ALL COLUMNS, UNLESS OTHERWISE NOTED, SHALL BE TWO STUDS. TWO 2 x 8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE SOLID BLOCKING BETWEEN STUDS AT MID HEIGHT OF ALL STUD WALLS OVER 10' IN HEIGHT. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d AT 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE SIX 16d NAILS AT 4" O.C. EACH SIDE OF JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12" O.C. STAGGERED OR ANCHORED TO EARTH WITH MANTA RAY ANCHORS AS SPECIFIED ON THE DRAWINGS. PROVIDE PL WASHER 3 x 3 x a @ EACH MANTA RAY ANCHOR IN WOOD SILL. PROVIDE 1/2" (NOM.) APA RATED SHEATHING (SPAN RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UNSUPPORTED EDGES), TOP AND BOTTOM PLATES WITH 8d NAILS @ 4" O.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH NAILS @12" O.C. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI JOIST BEAMS TOGETHER WITH 16d @ 12" O.C. STAGGERED. ALL JOISTS SHALL BE HUNG WITH "U" HANGERS UNLESS OTHERWISE NOTED. UNLESS OTHERWISE NOTED ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS AND NAILED TO ROOFS OR FLOORS WITH 8d NAILS @ 6" O.C. TO FRAMED PANEL EDGES AND @ 12" O.C. TO INTERMEDIATE SUPPORTS. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF ALL ROOF AND FLOOR SHEATHING. REFERENCE SHEET NO. SP2 SHEET 2 OF 2 SHEETS Ct WW Ct LL I- 0 cn U CO "1"-- 11.1 w O CI) 00 W O z W CO 00 O cn W 0 Z J CC W Z W C� N N 0 N N 0 1- ISSUE DATE O N i O r O z O E H. H. PHAN DESIGNED BY: H. H. PHAN CHECKED BY: PROJ. MNGR: O H a U w z rO w R !TY J EC OF UL EIV D TU WI 2 9 016 _A f 'ER MIT CE TE R D PL w Q• 0 =Q IAN ED 2016