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Permit D12-125 - BERGERON RESIDENCE - ADDITION
BERGERON ADDITION 3029 S 133 ST EXPIRED 11/18/2014 D12 -125 City of/Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43 1 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 7346600216 Permit Number: D12 -125 Address: 3029 S 133 ST TUKW Issue Date: 06/06/2012 Suite No: Permit Expires On: 12/03/2012 Project Name: BERGERON ADDITION Owner: Name: BERGERON DEMITRI SERGEI Address: 3029 S 133RD ST , TUKWILA WA 98168 Contact Person: Name: DEMITRI BERGERON Address: 3029 S 133 ST , TUKWILA WA 98168 Phone: 425 - 681 -7254 Contractor: Name: OWNER AFFIDAVIT - DEMITRI BERGERON Phone: Address: Contractor License No: Expiration Date: Lender: Name: Address: DESCRIPTION OF WORK: ADDING 21' X 38' (ROUGHLY) SECTION TO EXISTING HOME. NEW MASTER BEDROOM /BATHROOM /CLOSET. NEW 1/2 BATH & LAUNDRY ROOM. NEW TRUSSED ROOF OVER ENTIRE STRUCTURE Value of Construction: $101,735.90 Fees Collected: $2,460.36 Type of Fire Protection: NONE International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 22 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D12 -125 Printed: 06 -06 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: t,),D Date: -12 I hereby 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 o the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: � Date: 6.- la Print Name: .beft<1n 2e/\‘T-I9 This permit shall become null and void if the work is not commenced within 180 days from 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 DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. doc: IBC -7/10 D12 -125 Printed: 06 -06 -2012 7: Notify the City of Tukwila Building Divisiior to placing any concrete. This procedure • addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: 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. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 13: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 14: 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. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 17: 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. doc: IBC -7/10 D12 -125 Printed: 06 -06 -2012 CITY OF TUKIiAA Community Develop t Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http: / /www.TukwilaWA.gov Building Pe t No. b („\s-- Project No. Date Application Accepted: Date Application Expires: lO_U i -12 (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: 3 oa9 50ti1-4 Tenant Name: 111 ;Jr- Qe7,170n PROPERTY OWNER Name: %.r,/ % Name: ;-1? 8er er0(t 5 57- Address: 30x9 S 3 3 el s - Phone: L%5. 6,87_ City:,. & ►(6, State: 04_ Zip:9 -f68/ CONTACT PERSON — person receiving all project communication Name: %.r,/ % L u on �(i3e' Address: 30a.9 5 57- City: (ct w,i1 o. State: f.Jc, Zip: 9-, Er Phone: L%5. 6,87_ e� s y Fax: Email: cfy e4,/, ©n e x//cvuer t.►%a • vv GENERAL CONTRACTOR INFORMATION Company Name: v f °otter Architect Name: 44A Address: Address: a3i(o agti. 01-1,E, NcJ City: 5 c, ifie, State: c ja Zip: qJ(l,) City: State: Email: t/t e #\c-DAar(,I,c/c5,411 .co/vl Zip: Phone: Fax: Zip: Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\Forn s- Applications On Line \2012 Applications\Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh King Co Assessor's Tax No.:1 14i D 0L-t(I Suite Number: Floor: New Tenant: ❑ Yes ,®..No ARCHITECT OF RECORD Company Name: Rg g-ti, Qe,1,s ?re. Company Name: �/ P Y icon /irctI4ccl(aral bes /1 , ab• Architect Name: 44A Phone: yos- _s..)_,e)_.3009 Fax: Lids- ss�..) -6g Address: a3i(o agti. 01-1,E, NcJ City: 5 c, ifie, State: c ja Zip: qJ(l,) Phone: ao6 _ yel0_ (36( Fax: Email: t/t e #\c-DAar(,I,c/c5,411 .co/vl ENGINEER OF RECORD Company Name: Rg g-ti, Qe,1,s ?re. Engineer Name: S, M -r-a ',t- de k Address: 13 la a "d St City: r �� (' rJ State: IAA Zip: 9 F033 i� c.n Phone: yos- _s..)_,e)_.3009 Fax: Lids- ss�..) -6g Email: RAE I 'I /ae6Mu,, l , ,0 nv1 LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: V 0 �A �Y'� Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid pri' $ a5, ea(. Describe the scope of work (please provide detailed information): 4d 1 !�1 e - Net J Mas rec d / re a rk /!I e1fl4^no^n � l o Sef- Ne) nook aver Existing 'ilding Valuation: $ e).1 )(3 g r (ro ,,t (7) Sez i-fl NGcJ 14- 84-4 $` IG wrtd'Y /dog' 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) 1630 s1 *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm 12r None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: Applications \Forms- Applications On Line\2012 Applications\Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 18` Floor n 1 O M v-8 V� R3 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) 1630 s1 *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm 12r None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: Applications \Forms- Applications On Line\2012 Applications\Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INF TION — 206- 433 -0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ...Water District #125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑... Highline ❑ ...Valley View ❑ ... Renton ❑ ...Sewer Availability Provided 0... Renton 0... 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 ") ❑ .. 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 ❑ .. Right -of -way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards 0... 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 0... Work in Flood Zone 0... Storm Drainage ❑ .. Sanitary Side Sewer 0... Abandon Septic Tank ❑ .. Cap or Remove Utilities 0... Curb Cut ❑ .. Frontage Improvements 0... Pavement Cut ❑ .. Traffic Control 0... Looped Fire Line ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Permanent Water Meter Size (1) " WO # ❑ .. Temporary Water Meter Size (1) " WO # ❑ .. Water Only Meter Size WO # ❑ .. Sewer Main Extension Public ❑ Private ❑ ❑ .. Water Main Extension Public ❑ Private ❑ ❑... Grease Interceptor 0... Channelization 0... Trench Excavation ❑ ... Utility Undergrounding (2) " WO # (3) " WO # (2) " WO # (3) " WO # ❑ .. Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms- Applications On Line\2012 Applications\Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh Page 3 of 4 PERMIT APPLICATION NOTES — . • Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: �. Print Name: Date: y /6 - 471 �, : �Q c, :stOCI Day Telephone: 105-" G "7a Sy Mailing Address: 30.),C) .Soc. 'th I3,31s`' 57- Tu ICt,9r`t� (-Jo. 9��� City H:Wpplications\Forms- Applications On Line \2012 Applications\permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh State Zip Page 4 of 4 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 7346600216 Address: 3029 S 133 ST TUKW Suite No: Applicant: BERGERON ADDITION RECEIPT Permit Number: D12 -125 Status: APPROVED Applied Date: 04/16/2012 Issue Date: Receipt No.: R12 -01801 Payment Amount: $1,492.90 Initials: WER Payment Date: 06/06/2012 04:06 PM User ID: 1655 Balance: $0.00 Payee: DEMITRI BERGERON TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3308 1,492.90 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,492.90 1,488.40 4.50 doc: Receiot -06 Printed: 06 -06 -2012 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 7346600216 Address: 3029 S 133 ST TUKW Suite No: Applicant: BERGERON ADDITION RECEIPT Permit Number: D12 -125 Status: PENDING Applied Date: 04/16/2012 Issue Date: Receipt No.: R12 -01335 Initials: User ID: Payee: WER 1655 Payment Amount: $967.46 Payment Date: 04/16/2012 03:49 PM Balance: $1,492.90 DEMITRI BERGERON TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3305 967.46 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES 000.345.830 967.46 Total: $967.46 doc: Receiot -06 Printed: 04 -16 -2012 INSI?ECTION RECORD: Retain 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) 431 -2451 t Project: D e R Q).) 'A t, IT I, cs,tii Type of Inspection: - rt. ,at,ly‘ 1 KJ Address: 3 °2 C iS� s' Date Called: -R, Special Instructions: r s' Date Wanted: 12- 1 e,�Li. ca,; i. p.m, Requester: Phone No: Li:Z.5 -(Ai —'.12, Approved per applicable codes. ElCorrections required prior to approval: - COMMENTS: . Q b , 9) ✓a/ 1-A ;7'0: 1k)4 ' W rt l^'r \eakt c i 1 '1 (0.4 uJ;'\ ti.1S 'tL \.t Z sk-e (-L»4- l _ PIds-i'"LiA G a, tl — 4.1P fd\490 Y. 3 Ng\--Sa11PO)\zL1,r. Ins tie efor: Date: R INSPECTION FEE REdUIRED. Prior t jnext inspection. fee must be 4aid at 6300 Southcenter Blvd.. Suite 100. Call to sctiedule;reinspection. INSPECTION RECORD Retain a copy with permit - INS'ECTION NO. CITY OF TUKWILA BUILDING DIVISION C�V 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 PERMIT NO. Project: �� �} c9 r / A Type of Ipspectip:� Address: Y i Date Called: Special Instructions: Date Wanted:. — ) y �.. r J ( am'l --.1'.61. Requester: Phone No: El Approved per applicable codes. Corrections required prior to approval. COMMENTS: t rvti" V l K; A Date:..... 0.1.: REINSPECTION- FEE_REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule.reinspection. • 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) 431. -2451. Pr ject: bev�ic +5oxi Rekcl.�{:10 Typ of Ins ion: (i Nti.Sii a t r 1 Address: 3O2-Cr C 13 3 s-T Date Called: ".. Special Instructions: Date Waste 12— i3 Ca t7L Requester: Phone No: LI ZS 661 _ -7Z5 . Approved per applicable codes: Corrections required prior to approval. COMMENTS: // /Ma _ / C-1%f✓ — 4 NVe cl% ( ,�• �5. 52(/4/9,v Date: /2`G r3 AINSPECTIONFEE `EQUIRED. Prior to next inspection.. fee must be . paid at 6300 Southce er Blvd.. Suite 100. Call to reinspection. i --4A1D INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT'NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ; T (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: ter6U&'/ ,- 037b Type of Inspection 1 14JP' oe Address: c 302 1 1 33 Sr Date Calle ' -- --�-!r Su I- I , u_ Special Instructions: / Date Wanted:. j a-m f 7i''l 7 - P.m . Requester: Phone No (0 4' Approved per applicable codes. Corrections required prior to approval. COMMENTS: VC-- LA\ . n,o� rA_s- (a� (JS Inspector: Date. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection."' 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) 431-2451 Project: r4 (R01.1 ADD %Tr tr..1 Address: I Special Instructions: Type of Inspection: U-1141:1‘. 511Mikirkki 1;2, Date Called: Date Wanted: a m , . 10 1 12. Requester: Phone No: Approved per applicable codes. COMMENTS: E3Corrections required prior to approval: 0 / •. 6 IC_ 1.4-JUU/k6 /074-v A "A _c• d e nt4TP r ( A (,)1-(1 Inspecok. 'u/ I it A 4 • Date) REINSPECTION FEE REQUIRED. Prior to next inspection,. fee MuSt.be; paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • INSPECTION NO. INSPECTION RECORD _Retain: a -copy with permit PERMIT. NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Prod ct: Type of Inspection: Address: j6-z9 ' f3 5' Si Date Called: Special Instructions: Date Wanted:. a.m. Requester: Phone No: :. 42Approved per applicable codes. COMMENTS: ElCorrections, required prior'toapproval. Inspect REINFECTION FEE REQyIRED. Prior to next inspection, fee `must be- paid'at 6300 Southcenter lvd.. Suite 100/Call to schedule reinspection.' .; ect f: ate° INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 PERMIT NO. (206) 431 -3670 Proj, ct: t3�- -6. CY M&�. lid Type of Inspection: , ) k).6 fig- KO O Address: r d 33 Date Called: .iu "-- l, lk .ke.je- (2z, ErA/ t " t-7, r "(..am IC kA Special Instructions: } Date Wanted:. 1 /r m. Requester: Phone No: 42S �( e.t3 1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ID IC_ cy).i-6_1"' kiJ yr -''(,. k1i1 4•r C f ' ` JL JC.. °"'' N 07-- iv .iu "-- l, lk .ke.je- (2z, ErA/ t " t-7, r "(..am IC kA Inspg'ctor: n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: �-s INSPECTION NO. INSPECTION RECORD a-- Retain a copy with ermit' ' Py p PERMIT NO. � / /� CITY OF TUKWILA BUILDING DIVISION �/ (206) 431 -3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 Pr je. G B , 00.6 .T.t)h Ad es 2 r33� Special Instructions: 7jpe of Inspection: Nthfrrt-e /C- Date Called: Date Wanted. -7 -13- / p.m. Requester: 0 Approved per applicable codes. Phone No: Corrections required prior to approval. COMMENTS: ci , M ...'it) a .0-- Nr) 0 14--e iUli r c `'t"`1) k_e iD D/1 e \ u- (3),--' s ru ;ks 1T-1) S (e N-k t-o Se v. 3 eL y'd'S or ecta. l p •s - Se.ke-164e 1 rh , Inspector: Date: n REINSPECTION FEE REQUIRED. Irior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit` INSPECTION''IO. PERMIT NO. - CI1Y OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ra., (206) 431 -3 Permit Inspection Request Line (206) 431 -2451 Project: ,- . • r6.1 DA/ AbOa okJ Type of nspect`_ i_oki: , o0 i , .f1 :1n -. `t Address: / rd Date Called: Special Instructions: 6(0 10 & — (.0 (s s Date Wanted: , --'' -7 n -cw l ;m: p Requester: Phone N Approved per applicable codes. ElCorrections required prior to approval: COMMENTS: D. I e r/mi■c_ Inspe tor: Date: n REINSPECTION FEE REQUIREb.'Prior/t next inspection fee must -be paid at 6300 Southcenter Blvd., Spite 100. Call to schedule reinspection.; INSPECTION RECORD Retain a copy with permit - INSPECTION NO. PERMIT NO: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 R (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 av3 Dt 2- PF0'ect: ,, Type Inspection:_ ja Address: ' ,33 ra \ Date Called: Special Instructions: , n \ Date Want .c U,\J R 'D` equester: ice/ Phone o: [Ai tpproved per applicable codes. a.m. Corrections required' prior. to-approval.: COMMENTS: n ,-� d : 1 Inspector v,l Date: n REINSPECTION FEE REQOIRED. Prior to next inspection fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection:: :INSPECTION NO :; -CITY. OF TUKWILA BUILDING 6300 ._Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with perms .t f2 -(7_ 1 PERMIT NO. // DIVISION G t . (206) 431 -3670 Pro 'e t: M r, A ( r biV .Type of-Inspection: _L/ 0 ' Address: 3a 2 co (33 Date Called: , ---- -. Special Instructions: Date Wanted ^1 2. l_ .a.tn, p.m. Requester: Phone n2...5 '" 6 S2 ( -- Approved -per applicable codes. Corrections required prior to approval. COMMENTS: Inspe for :. v 2 scat' I ,\ p %a -�--- REINSPECTION FEE R QUIRE . Prior to next inspection. fee must be paid at. 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. &ice ikra- 41 it Date:7 INSPECTION iJO. INSPECTION RECORD Retain a copy with permit!. �2 ` I PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206),431 -367 Permit Inspection Request Line (206) 431 -2451 0 Projje t: `.1-6-6-(0i. 15e1 , a J. of In pection • ype o0 , , Ad —, 0 C,1 i ss Date Called: Special Instructions: Date Wanted: _ 'tea m_ I z_ p.m. Requester: Pho L5 — CAI — `-) is-41 0 Approved per applicable codes. OCorrections required prior to approval. COMMENTS: nom A--c-A:1_-_f , A--.5 i\-01--- -D diUi y....,7--- 14-Dr;2 6.o ;`AujuS , 8Afs / ly / (Jew 61/4.n rd Insp ct� or: Date: f sz.,01 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I 1 r • 'i iC —I I 1/ 1 -; __ _ r I i i .. _ -- _. i Y I I 1 I h I I I i I_ _ 1 j-__ _- __ i. _ t_. I I ' 1 I I di I 1 1 ; _ _ i I 1 i I r I T z' i { r. `.- _ �— �_ 1..—r _I v ih _ _ ! I � �.__ _ ; ._ �i ... t. -_ I .... _1-' i ...._ .tom_ ! ■ I , II I I 1 , .S I , � � 1 1 -r- �� --- _. -_._. - -r T L.. r_._._�T. i .__s ---- — -r— — -- �..t —o - -- — —T �V 1 I 1 1 1 1 1 i I ) i i 1 M� 1 i i ' , I 1 ' 1 _, , , T i T r T r r 1 ■ i f r r r -�.., 7�. r1 -� ( -' i-- i— . i r 1 i i i i T L. , T �_� { i �� ._ r r .- i T._ Ste._ *'-3 3.3 , ■+ i + . F r TtitorvIla 1 ( -T. -r 7 t' I I f I I rl ( 1 i r -t T---1- -, - _r r �. __.. --, I 1.._. _. - ..__ . 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KIRKLAND, WA. 98033 PH: (425) 822 -3009 FAX: (425) 822 -2679 CELL: (425) 351 -2085 EMAIL: RBE1992AGMAIL.COM FILE C PY P'rmit No. JOB: DIMITRI REMODEL BY: R.B. / MJT DATE: 4/14/2012 PAGE G1 OF 23 STRUCTURAL COMPUTATIONS FOR DIMITRI REMODEL 3029 S. 133RD STREET, TUKWILA, WASHINGTON BASIS FOR DESIGN: REVIEWED FOR ,:CODE COMPLIANCE APPROVED 'JUN 01 2012 City of Tukwila BUILDING DIVISION CODE: INTERNATIONAL BUILDING CODE (2009 EDITION) WIND: 85 MPH, EXPOSURE `B" SEISMIC: Ss = 1.55, S1 = 0.55 (SITE CLASS D) ROOF SNOW: 25 PSF ALLOWABLE SOIL BEARING PRESSURE: 2000 PSF (ASSUMED) INDEX TO COMPUTATIONS: GENERAL LATERAL GRAVITY THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR THE SITE, SOILS, WEATHER PROOFING, AND /OR EXISTING CONDITIONS. t't -125 G1 — G3 L1 - 'PERMIT CENTER B1 —B7 RECEIVED APR 16.2012 (EXPIRES Feb 201 RB Engineers Inc. Project: Dimitri Remodel By: RB /MJT Client: Icon Architectural Date: 4/12/2012 Subject: Lateral Calculations Page: 6 I,/ s LOADING CRITERIA FOR ROOF AND /OR CEILING - Main Roof Area - Canopy or Mansard Roof - Ceiling Only - Other Item Material Load PSF Roofing Composition 2.8 Sheathing or Decking 15/32 CDX 1.3 Insulation 3.0 Ceiling 5/8 GWB 2.6 Fixtures 1.5 Framing Truss 1.0 Misc. 0.8 TOTAL DEAD LOAD : 13 PSF LIVE LOADS - Snow Load - 25 psf - non reducible - Ceiling Only - 10 psf - Increase in Fb and Fv of 15% allowed for duration of Toad RB Engineers Inc. LOADING CRITERIA FOR FLOOR Project: Dimitri Remodel By: RB /MJT Client: Icon Architectural Date: 4/12/2012 Subject: Lateral Calculations Page: & IA Item Material Load PSF Floor Covering Carpet and Pad 3.0 Floor Sheathing 3/4" T&G CDX 2.3 Ceiling 1/2" GWB 2.2 Fixtures 1.0 Framing TJI's 3.0 Misc 1.5 TOTAL DEAD LOAD : 13 PSF LIVE LOADS - Residential - 40 psf (reducible) - Office - 50 psf (reducible) - Assembly - 100 psf (non - reducible) - Corridors and Exits - 100 psf (reducible) - Storage - 125 psf (non - reducible) Where allowed, live load is reduced by 0.08% per square foot for areas greater than 150 sf to a maximum reduction of 40% for members receiving load from one level only and a maximum reduction of 60% for other members. R = 0.08 (A - 150) ICON ARCHIIECFURAL DESIGN, LTD. 8316 29TH AVE NW SEATTLE WA 93117 P: 206.420.1361 Icen@KonoichdesIgn.com BERGERON RESIDENCE ADDITION 3029 S. 133RD STREET, TUKWILA WA 98168 FOUNDATION PLAN MAIN. FLOOR PLAN 38 Main Wind Force Resisting System - Method 1 h S 60 ft. Figure 6-2 (cont'd) ' Design Wind Pressures Enclosed Buildings Simplified Design Wind Pressure, ps90 (psf) Walls & Roofs (Exposure B at h = 30 ft., K„ =1.0, with I = 1.0) Basic Wind Roof A Speed Angle (mph) (degrees) Horizontal Pressures A B C D Zones Vertical Pressures F G 0 to 5° 10° 1 1 11.5 12.9 -5.9 7.6 -3.5 -13.8 -7.8 -9.6 Overhangs H EOH GOH -6.1 -19.3 -15.1 15° 20° 25° 30 to 45 90 0to5° 10° 1 1 1 2 1 14.4 15.9 -5.4 -4.8 14.4 12.9 -42 2.3 8.8 8.6 9.6 -3.1 -2.7 10.6 10.4 2.4 -13.8 -13.8 -13.8 -6.4 -2.4 -8.4 -9.0 -9.6 -8.7 -4.7 -9.6 -9.6 -9.6 -4.6 -0.7 -6.5 -6.9 -7.3 -7.0 -3.0 -19.3 -19.3 -19.3 -11.9 -15.1 2 1 12.9 12.8 8.8 10.2 10.2 7.0 7.0 1.0 5.0 -7.8 -3.9 0.3 4.3 -6.7 -2.8 -4.5 -4.5 -5.2 -5.2 15° • 20° 25° 1 1 14.5 -6.7 -6.0 8.5 9.6 -4.0 -3.5 -15.4 -15.4 -8.8 -10.7 4.8 -21.6 -16.9 1 16.1 17.8 -5.4 -4.7 10.7 11.9 -3.0 -2.6 -15.4 -9.4 -10.7 -7.2 -21.6 -18.9 -10.1 .. -10.7 • '=7.7 -21.6 -16.9 -15.4 30to45. 100 0 to 5° 10° 15° 20° 25° 1' 2 1 16.1 2.6 11.7 2.7 -7.2 -2.7 -10.7 -9.8 -5.3 -10.7 -5.2 -0.7 -8.1 -7.8 -3.4 -21.6 -13.3 -16.9 -11.4 2 1 1 1 1 1 2 14.4 14.4 15.9 9.9 9.9 11.5 11.5 7.9_. 7.9 1.1 5.8 -8.8 -4.3 0.4 4.8 -7.5 -3.1 -5.1 -5.1 -5.8 -5.8 30to45 105 0 to 5° 10° 15° 20°. 25° 110 120 30to45 0 to 5° 10° 15° 20° 250 30to45 0 to 5° 10° 15° 20° 25° 30to45 17.9 19.9 22.0 1 2 1 1 1 1 1 2 1 2 1 1 1 1 2 1 2 1 1 1 1 19.9 17.8 17.8 17.5 19.7 21.9 24.3 21.9 19.6 19.6 19.2 21.6 24.1 26.6 24.1 21.6 21.6 22.8 25.8 28.7 31.6 1 2 1 2 28.6 -8.2 -7.4 -6.6 -5.8 32 12.2 122 -9.0 -8.2 -73 -8.4 3.5 13.5 13.5 -10.0 -9.0 -8.0 -7.0 3.9 14.8 14.8 -11.9 -10.7 -9.5 -8.3 4.6 25.7 25.7 17.6 17.6 10.5 11.9 13.3 14.6 14.4 14.2 142 11.6 13.1 14.7 16.1 15.9 15.7 15.7 12.7 14.4 16.0 17.7 17.4 -4.9 -4.3 -3.8 -3.2 3.3 9.8 9.8 -5.4 -4.7 -4.2 -3.5 3.5 10.8 10.8 17.2 172 15.1 17.1 19.1 21.1 20.7 20.4 20.4 -5.9 -52 -4.6 -3.9 4.0 11.8 11.8 -7.0 -62 -5.4 -4.6 4.7 14.0 14.0 -19.1 -19.1 -19.1 -19.1 -8.8 -3.4 1.4 6.9 -21.1 -21.1, -21.1 -21.1 -3.7 1.5 7.6 -23.1 -23.1 -23.1 -23.1 -10.7 -4.1 1.7 8.3 -27.4 -27.4 -27.4 -27.4 -12.7 -4.8 2.0 9.9' -10.8 . -13.3 -11.6 -13.3 -12.4 -13.3 -13.3 -13.3 -12.0 -6.4 -6.6 -0.9 -10.8 0.5 3.3 5.9 -11.9 -14.7 -12.8 -14.7 -13.7 -14.7 -14.7 -14.7 -13.2 -7.1 -7.3 -1.0 -11.9 0.6 -5.8 6.5 -13.1 -16.0 -14.1 -16.0 -15.1 -16.0 -18.0 -16.0 -14.6 -7.7 -7.9 -1.1 -13.1 0.6 -6.5 72 -15.6 -19.1 -16.8 -19.1 -17.9 -19.1 -19.1 -19.1 - 17.3 -9.2 -9.4 -1.3 -15.6 0.7 -7.7 8.6 -8.4 -8.9 -9.5 -10.1 -9.7 -4.2 -9.3 -3.8 -9.3 -9.8 -10.5 -11.1 -10.7 -4.6 -10.3 -42 -26.7 -26.7 -26.7 -26.7 -16.5 -6.3 -6.3 -29.4 -29.4 -29.4 -29.4 -18.2 -10.1 -10.8 -11.5 -122 -11.7 -5.1 -11.3 -4.6 -12.1 -12.9 -13.7 -14.5 -13.9 -6.0 -13.4 -5.5 -6.9 -6.9 -32.3 -32.3 -32.3 -32.3 -19.9 -7.6 -7.6 -38.4 -38.4 -38.4 -38.4 -23.7 -20.9 -20.9 -20.9 -20.9 -14.0 -7.2 -7.2 -23.0 -23.0 -23.0 -23.0 -15.4 -7.9 -7.9 -25.3 -25.3 -25.3 -25.3 -17.0 -8.7 -8.7 -30.1 -30.1 -30.1 -30.1 -20.2 -9.0 -9.0 -10.3 -10.3 Unit Conversions -1.0 ft = 0.3048 m; 1.0 psf = 0.0479 k11/m2 ASCE 7.RS Main Wind Force Resisting System — Method 1 Figure 6-2 Enclosed Buildings 1 Design Wind Pressures G h 5 60 ft. Walls. & Roofs Refeterce Transverse 1 :41, Aro. .100 •4 Longitudinal Notes: 1. Pressures shown are applied to the horizontal and vertical projections, for exposure B, at h =30 if (9.1m), I =1.0, and ICm = 1.0. Adjust to other conditions using Equation 6-1. 2. The load patterns shown shall be applied to each comer of the building in tum as the reference corner. (See Figure 6-10) 3. For the design of the longitudinal MWFRS use B = 0 °, and locate the zone E/F, G/H boundary at the mid - length of the building. 4. Load cases 1 and 2 must be checked for 25° < B 5 45 °. Load case 2 at 25° is provided only for interpolation between 25° to 30 °. 5. Plus and minus signs signify pressures acting toward and away from the projected surfaces, respectively. 6. For roof slopes other than those shown, linear interpolation is permitted. 7. The total horizontal load shall not be less than that determined by assuming ps = 0 in zones B & D. 8. The zone pressures represent the following: Horizontal pressure zones — Sum of the windward and leeward net (sum of intern al and extemal) pressures on vertical projection of: A - End zone of wall C - Interior zone of wall B - End zone of roof D - Interior zone of roof Vertical pressure zones — Net (sum of internal and external) pressures on horizontal projection of: E - End zone of windward roof G - Interior zone of windward roof F - End zone of leeward roof H - Interior zone of leeward roof 9. Where zone E or G falls on a roof overhang on the windward side of the building, use EOH and GOH for the pressure on the horizontal projection of the overhang. Overhangs on the leeward and side edges shall have the basic zone pressure applied. 10. Notation: a: 10 percent of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft (0.9 m). h: Mean roof height, in feet (meters), except that eave height shall be used for roof angles <10 °. 8: Angle of plane of roof from horizontal, in degrees. Minimum Design Loads for Buildings and Other Structures 37 RB Engineers Inc. Project: Dimitri Remodel By: RB /MJT Client: Icon Architectural Date: 4/12/2012 Subject: Lateral Calculations Page: L y /13 LATERAL WIND FORCES Design Wind Pressures Roof Pitch: 5:12 Wind Speed: 85 mph Wind Exposure: B X= 1.0 A: 15.9 Minimum Pressure: 10 psf B: 0.0 Kz: 1.4 X — X Direction C: 10.6 D: 0.0 Fw Main = 15.9x(12.5x17.5/2 +13.5x5.5/2) + 10.6x(37.5x5.5 +15x6/2) = 5.50 5.50 x 1.4 Kz = 7.70 kip Main Min = [(178.2 +74.3 +251.3 +156.8)x10]x1.4 = Y — Y Direction 9.25 kip Fw Main = 15.9x(7.3x3.5 +7.3x4) + 10.6x(21.9x4) _ 1.80 1.80 x 1.4 Kz = 2.52 kip Main Min = [ (54.8 +112.1 +87.6 +142.4)x10]x1.4 = 5.56 kip RB Engineers Inc. Site Class "D" (Table 1615.1.1) Project: Dimitri Remodel By: RB /MJT Client: Icon Architectural Date: 4/12/2012 Subject: Lateral Calculations Page: L. r /is QUAKE FORCES Ss = 1.55 - Critical Values per 2002 USG Website Based on Latitude and Longitude S1 = 0.55 - Critical Values per 2002 USG Website Based on Latitude and Longitude Fa = 1.0 per Table 1615.1.2 (1) Fv = 1.5 per Table 1615.1.2 (2) Sms = Fa * Ss = 1.0 (1.55) = 1.55 Sm1 = Fv * S1 = 1.5 (0.55) = .825 Sds = 2/3 * Sms = 2/3 (1.55) = 1.03 Sd1 = 2/3 * S1 = 2/3 (0.825) = .55 SEISMIC RESPONSE COEFFICIENT: Use Section (12.8.1.1) ASCE 7 -05 Except as Noted To = 0.2 (Sd1 /Sds) = 0.11 SEC Ts = Sd1 /Sds = 0.53 SEC Tstruc = Ct * (Hn) ^3/4 = 0.020 (25.3)9/4 = 0.23 SEC Where To s Tstruc s Ts Sa = Sds = 1.03 Therefore Seismic Design Category "D" R = 6.5 for Wood Shear Walls per ASCE 7 -05 Table 12.2 -1 Cs = Sds /(R/I) = 1.03 / (6.5/1) = 0.158 Cs s Sd1 / (T *(R/I)) s 0.55 / (0.23 *(6.5/1.0)) 50.368 Cs >_ 0.01 (12.8 -5) ICs = 0.16 1 RB Engineers Inc. Project: Dimitri Remodel By: RB /MJT Client: Icon Architectural Date: 4/12/2012 Subject: Lateral Calculations _Page: L. (Oo3 LATERAL QUAKE FORCES Cs: 0.16 p: 1.3 Upper Area: feet 2 Roof Dead Load: 13 Main Area: 1730 feet 2 Floor Dead Load: 13 Lower Area: feet 2 Wall Dead Load: 8 DEAD LOAD OF STRUCTURE Upper Weight = Main Weight = 1730x(13+8)= x(13 Lower Weight = Vbase = Cs x F Weight = Vasd = Vbase X 0.7 x p LATERAL FORCES 0.16 x 36.33 0.00 .kip 36.33 kip 0.00 kip 36.33 kip 5.81 kip 5.29 kip WEIGHT HEIGHT Upper: 0.00 kip Feet Main: 36.33 kip 17 Feet 617.61 Lower: 0.00 kip Feet 0.00 WEIGHT x HEIGHT 0.00 Fq Main: 5.29 x (617.61/617.61) = Therefore wind governs in both directions. 617.61 = 5.29 kip RB Engineers Inc. Project: Dimitri Remodel By: RB /MJT Client: Icon Architectural Date: 4/12/2012 Subject: Lateral Calculations Page: L ; /I3 WIND FORCES ON SHEAR WALLS Shearwalls in X — X Direction Fw X — X @ Main: 9.25 kips V @ X 1 = (9.25/62.5)x(28 /2) = 2.07 SW -4 V @ X 2 = (9.25/62.5)x(28 /2 +10/2) = SW-4 12' +3' 9.25 k / 62.5 ft = 148.0 # /Ft 138 # Ft 2.81 = 402 # 7' 350x1.4 = 490 lb /ft capacity per 2306.3 2009 IBC Ft V @ X 3 = (9.25/62.5)x(10 /2 +24.5/2) = 2.55 = 255 # SW -4 V @ X 4 = (9.25/62.5)x(24.5 /2) = SW-4 10' Ft 1.81 10.5' +12.5' 79 Ft RB Engineers Inc. Project: Dimitri Remodel By: RB /MJT Client: Icon Architectural Date: 4/12/2012 Subject: Lateral Calculations Page: L $ /13 WIND FORCES ON SHEAR WALLS Shearwalls in Y — Y Direction Fw Y — Y @ Main: 5.56 kips V @ Y 1 = (5.56/36.5)x(16 /2) = 1.22 SW-4 13' 5.56 k / 36.5 ft = 152.2 # /Ft 94 Ft V @ Y 2 = (5.56/36.5)x(16 /2 +20.5/2) = 2.78 = 232 # SW -4 8' +4' Ft V @ Y 3 = (5.56/36.5)x(20.5 /2) = 1.56 = 42 # SW-4 8.5' +7.5' +7' +4.5' +6' +3.5' Ft RB Engineers Inc. Project: Dimitri Remodel By: RB /MJT Client: Icon Architectural Date: 4/12/2012 Subject: Lateral Calculations Page: L q / is QUAKE FORCES ON SHEAR WALLS Shearwalls in X — X Direction Fw X — X @ Main: 5.29 kips V @ X 1 = (5.29/62.5)x(28 /2) = 1.18 12' +3' 0.75x350 = 263 lb/ft capacity per Table 4.3.4 ANSI /AF +PA SDPWS 2008 SW-4 2(3)/8 = 0.75 5.29 k / 62.5 ft = 84.6 # /Ft 79 Ft V @ X 2 = (5.29/62.5)x(28 /2 +10/2) = 1.61 = 230 # SW-4 7' V @ X 3 = (5.29/62.5)x(10 /2 +24.5/2) = 1.46 SW-4 V @ X 4 = (5.295/62.5)x(24.5 /2) = SW-4 Ft 146 10' Ft 1.04 10.5' +12.5' 45 # Ft RB Engineers Inc. Project: Dimitri Remodel By: RB /MJT Client: Icon Architectural Date: 4/12/2012 Subject: Lateral Calculations Page: L. 10 /13 QUAKE FORCES ON SHEAR WALLS Shearwalls in Y — Y Direction Fw Y — Y @ Main: 5.29 kips V @ Y 1 = (5.29/36.5)x(16 /2) = 1.16 SW-4 13' 5.29 k / 36.5 ft = 144.9 # /Ft 89 Ft V @ Y 2 = (5.29/36.5)x(16 /2 +20.5/2) = 2.64 = 220 # SW-4 8' +4' Ft V @ Y 3 = (5.29/36.5)x(20.5 /2) = 1.49 = 40 # 8.5' +7.5' +7' +4.5' +6' +3.5' Ft 0.875x350 = 306 lb /ft capacity per Table 4.3.4 ANSI /AF +PA SDPWS 2008 SW-4 2(3.5)/8 = 0.875 RB Engineers Inc. Project: Dimitri Remodel By: RB /MJT Client: Icon Architectural Date: 4/12/2012 Subject: Lateral Calculations Page: L It /13 CHECK OVERTURNING FOR: X 2 (Wind) L= 7 PxL= 402x7= 2.81 kip MoT = 2.81 x 8 = 22.51 kip - ft MR = [(0.903x3.5) + (0.3x7)]x0.6 = T= C= MoT -MR= L 3.16 kip - ft 2.77 kip t Therefore, use STHD14 hold -downs at each end. 1 H= 8 MoT Padj = 0.3 WDL Roof: 0.455 WDL Wall: 0.448 L = 7 feet PL RB Engineers Inc. Project: Dimitri Remodel By: RB /MJT Client: Icon Architectural Date: 4/12/2012 Subject: Lateral Calculations Page: L. Pz /t3 CHECK OVERTURNING FOR: Y 2 (Wind) L= 4 PxL= 232x4= 0.93 kip MoT = 0.93 x 8 = 7.42 kip - ft MR = [(0.516x2) + (0.3x4)]x0.6 = T= C= MoT -MR= L 1.34 kip - ft 1.52 kip 1 Therefore, use STHD14 hold -downs at each end. H= 8 1 MoT Padj = 0.3 WDL Roof: 0.260 WDL Wall: 0.256 L = 4 feet PL RB Engineers Inc. Project: Dimitri Remodel By: RB /MJT Client: Icon Architectural Date: 4/12/2012 Subject: Lateral Calculations Page: j, t 3/ 13 SHEARWALL SCHEDULE Typ. Ext. Wall Construction SW -6 11) Sheathing: 1/2" Plywood or 7/16" 0.S.B Exterior Side, Blocked, Nail or w/ 8d @ 6" 0.C. All edges and @ 12" 0.C. Field A2) Bolt Sill Plate to Concrete w/ 5/8" DIA. X 10" A.B.'s @ 48" 0.C. 3) Nail bottom plate to framing below w/ 16d @ 4" 0.C. 4) Fasten double plate to joist or blocking above per details on S1 & S2. 1 Capacity: 240 lb /ft 1 Shearwall Schedule Indicates shearwall w/ Plywood one side SW-4 11) Sheathing: 1/2" plywood or 7/16" O.S.B. one side, blocked, nail w/ 8d or @ 4" 0.C. all edges and 12" 0.C. field. 2) Bolt sill plate to concrete w/ 5/8" DIA. X 10" A.B.'s @ 32" 0.C. 3) Nail bottom plate to framing below w/ 16d @ 3" 0.C. 4) Fasten double plate to joist or blocking above per details on S1 & S2. 1 Capacity: 350 lb/ft 1 (2)SW -3 or Indicates shearwall w/ Plywood two sides 1) Sheathing: 1/2" plywood or 0.S.B. two sides, blocked, nail w/ 8d @ 3" 0.C. all edges and 12" 0.C. field 2) Bolt 3x or double sill plate to concrete w/ 5/8" DIA. X 10" exp. Bolts @ 12" 0.C. 3) Fasten double bottom plates to double joist or blocking below w/ 2 rows 2 layers 16d @ 6" 0.C. or 2 rows A35 clips @ 16" 0.C. 4) Fasten double top plates to double joist or blocking above w/ 2 rows A35 clips @ 16" 0.C. or per details on S1 & S2 5) Use 3x all framing members receiving en. From abutting panels Capacity: 900 lb /ft Indicates shearwall w/ Plywood one side SW -3 11) Sheathing: 1/2" plywood or 7/16" O.S.B. one side, blocked, nail w/ 8d or @ 3" 0.C. all edges and 12" 0.C. field 2) Bolt 3x or double sill plate to concrete w/ 5/8" DIA x 10" A.B.'s @ 24" 0.C. (U.N.0.) 3) Fasten double plate to joist or blocking above per details on S1 & S2. 4) Use (2) 2x studs @ 16" 0.C. at detail D / S1 (U.N.0.) 5) Provide 3x stud framing at all members receiving edge nailing from abutting panels (U.N.O.) 1 Capacity: 450 lb /ft Indicates shearwall w/ Plywood one side SW -2 11) Sheathing: 1/2" plywood or 7/16" O.S.B. one side, blocked, nail w/ 8d or @ 2" 0.C. all edges and 12" 0.C. field 2) Bolt 3x or double sill plate to concrete w/ 5/8" DIA x 10" A.B.'s @ 16" 0.C. 3) Fasten double plate to joist or blocking above per details on S1 & S2. 4) Provide 3x stud framing at all members receiving edge nailing from abutting panels 1 Capacity: 585 lb /ft 1 ROOF FRAMING NOTES • LOON WP°cML•1°0.1.M1FOR AL. .I W . SO.. WOO MO .e.ceu .:x 40 OP m..OMy • • P..,. .uniro..*oo TOMee.. ,.14. T.P. UMW Mho Al. •e.c.. Do or NAT ..30 MOWS a. •AFTEPes ...A Do 4n«.. *.< .M..A1 MKS MOCOMP. •.MMO; TO•.A . ew.YJl. N soAneo LomL ALL Paa1MC1 ...nog Mot ..nen • Ilene. orOodoo a Pmecare ow.e.Mm 0.10.0. •••• M1 oloTlr P. roe Plan. • ICC. ONT:MM 1M..1. Be 1T 040. TRI55 CONSTRICTION NOTES: MALL r..O.r*•.M. TOM.. u a .OA. . MOOD 70 • Twr..uniM0 _ OE POOR MOWS NOT o. o1.rnM.. ulv. Mt P N +.s To+ Rr.�e, arr w • op wtau,.ul Oa r TLO. T. _ ee MOOD. O. aw.w.O.M:,u®l • MOO ww.,.,O a.w m r OrrrED M.eo IDYLL SO MOW M. NCO MOS MOM P.M. 19M000 OF M.ML. • ....e1mot ee LOW A,ALL TO X11. T� OVINIODO T1+1 AT &VOITI ,TO..MOLA7OS lt0 L 1 talr .00P ue VMS MOM MOS.) SOS TOIL KWFa. • I FT/ CO P,. OF OW Me.I .03111, COB b .IIM 16O.A1e• MLA PA1e 1911 d0' . O.f s, CLEAR 1m MLA ROM 1EM• OON• OP MT Of MO MLA POI LIE. b01 I6d o 4' O.L. 2 % SHAPED BLOLKIN6 CONTINUOUS TYP. SP •m NOTE: NAIL TO PENETRATE BOTH SHEETS OF SHEATNIN6 x CONTINUITY DETAIL AT ROOF .1! �► • MR RAM CARNAL 1.0/47 - 4-..e. ) ROOF FRAMING PLAN V4'.I -0' Mrror NAN O vl (DROOP TRUSS PARALLEL TO 5.W, v4•.ro TOM ROOF PLAN V4'.I -0 0*AWN: .SA *010,5,0015: _o CO i.■ 01 g W 3 p .. UON r., �U) Q. N SHEET: 2 RB Engineers Inc. 1312 2nd Street Kirkland, WA Tel: 425 822 -3009 Fax: 425 822 -2679 Email: rbaharmast @aol.com Rev: 580004 User: KW- 0804409, Ver 5.8.0, 1- Dec-2003 (c)1983 -2003 ENERCALC Engineering Software Title : Dsgnr: Description : Scope : Job # Date: 1:40PM, 14 APR 12 General Timber Beam a�s:.�exwrawxwa.�r+nrwsw _ mo w.sec MINV01 01 310X.+ PSioli M11.0+xnwx 71., Description Beam 1 Page 1 dimitri remodel.ecw:Calculations General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 4x10 Full Len . th Uniform Loads Center Left Cantilever Right Cantilever 3.500 in 9.250 in Sawn 1.150 Pin -Pin Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No.2 Fb Base Allow Fv Allow Fc Allow E 6.00 ft ft ft 875.0 psi 170.0 psi 625.0 psi 1,300.0 ksi Lu Lu Lu 0.00 ft 0.00 ft 0.00 ft Span= 6.00ft, Beam Width = 3.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow tb 562.60 psi Fb 1,207.50 psi Depth = 9.25in, Ends are Pin -Pin 0.466 : 1 2.3 k -ft 5.0 k -ft at 3.000 ft at 0.000 ft 2.34 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 5.02 fv Fv 53.77 psi 195.50 psi Maximum Shear * 1.5 Allowable Shear: @ Left @ Right Camber: @ Left @ Center @ Right Reactions... Left DL Right DL 0.00 k 0.00 k Max Max Beam Design OK 1.7 k 6.3 k 1.56 k 1.56 k 0.000 in 0.000 in 0.000 in 1.56 k 1.56 k Deflections Center Span... Dead Load Deflection 0.000 in ...Location 6.000 ft ... Length /Defl 0.0 Camber ( using 1.5* D.L. Defl) ... @ Center 0.000 in @ Left 0.000 in © Right 0.000 in Total Load -0.051 in 3.000 ft 1,424.98 Left Cantilever... Deflection ... Length /Deft Right Cantilever... Deflection ...Length /Defl Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Stress Calcs Bending Analysis Ck 29.150 Cf 1.200 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 Max Moment 2.34 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 1.74 k 8.905 in2 195.50 psi Sxx 49.911 in3 Area 32.375 in2 CI 0.000 Sxx Req'd 23.25 in3 0.00 in3 0.00 in3 @ Right Support 1.74 k 8.905 in2 195.50 psi Allowable fb 1,207.50 psi 1,207.50 psi 1,207.50 psi 1.56 k Bearing Length Req'd 0.713 in 1.56 k Bearing Length Req'd 0.713 in RB Engineers Inc. 1312 2nd Street Kirkland, WA Tel: 425 822-3009 Fax: 425 822-2679 Email: rbaharmast@aol.com Title: Dsgnr: Description : Scope : Job # Date: 1:40PM, 14 APR 12 Rev: 580004 User: KW-0604409, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Description Beam 1 General Timber Beam Page 2 dimitri remorieLecvr.Calculations ,,41,4t4,,,mv. Aanwrg..., -44.44,44444444/4w4.-444,.. 4444,444,441,40"4.44,4411434,4444,444,4444r1.c.c-44•444-4,44.4.,,,,,,,,,,),,,,7,43,444,4f, Query Values k /ntorw.roamosoomearrma,m M, V, & D Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft Shear 1.56 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in Sketch & Diagram tr.11...70,7MINC r I 1 j 177-'171 f T117 i 521Kftilft1trfltff0YtftUiVt1Ittfi1Ittili1 I 1 1,1 52°#tft 4 Rmax = 1.6k Vmax left = 1.6k flax = 2.3k-ft Dmax = -0.051in Rmax = 1.8k Vmax rt= 1 fik 2 2l1.- s 87! 140 1 17 0 70 0.47 1 0.23 8 Mahal% .18 178 2.30 .00 .50 Location rttl .10 4.80 0 A .0.02 1, g -0.02 -0.03 t-- 4 0.59 118 18 Deflealan 239 Location f111 sna se RB Engineers Inc. 1312 2nd Street Kirkland, WA Tel: 425 822 -3009 Fax: 425 822 -2679 Email: rbaharmast@aol.com Title : Dsgnr: Description : Scope: Job # Date: 1:40PM, 14 APR 12 Rev: 580004 User: KW- 0804409, Ver 5.8.0, 1 -Dec -2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Description Beam 2 Page 1 dimitri remodel.ecw Calculations , : MF' iSYki�IMf�� .YM'K1}e0'Tt�!'Fi%!Y.iCXittl� General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 4x8 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 3.500 in 7.250 in Sawn 1.150 Pin -Pin Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No.2 Fb Base Allow Fv Allow Fc Allow E 5.00 ft Lu ft Lu ft Lu 875.0 psi 170.0 psi 625.0 psi 1,300.0 ksi 0.00 ft 0.00 ft 0.00 ft Center Left Cantilever Right Cantilever DL DL DL #/ft #/ft #/ft LL LL LL 520.00 #/ft #/ft #/ft Span= 5.00ft, Beam Width = 3.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb Fb 635.98 psi 1,308.13 psi Depth = 7.25in, Ends are Pin -Pin 0.486 : 1 1.6 k -ft 3.3 k -ft at 2.500 ft at 0.000 ft 1.62 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 3.34 fv Fv 58.40 psi 195.50 psi Maximum Shear * 1.5 Allowable Shear: @ Left @ Right Camber: @ Left @ Center @ Right Reactions... Left DL Right DL 0.00 k 0.00 k Max Max Beam Design OK 1.5 k 5.0 k 1.30 k 1.30 k 0.000 in 0.000 in 0.000 in 1.30 k 1.30 k Deflections Center Span... Dead Load Deflection 0.000 in ...Location 5.000 ft ...Length /Defl 0.0 Camber ( using 1.5 D.L. Defl) ... @ Center 0.000 in @ Left 0.000 in @ Right 0.000 in Total Load -0.051 in 2.500 ft 1,185.61 Left Cantilever... Deflection ... Length /Defl Right Cantilever... Deflection ...Length /Defl Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Stress Calcs Bending Analysis Ck 29.150 Cf 1.300 @ Center @ Left Support © Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 Max Moment 1.62 k -ft 0.00 k -ft 0.00 k -ft © Left Support 1.48 k 7.581 in2 195.50 psi Sxx 30.661 in3 Area 25.375 in2 CI 0.000 Sxx Req'd Allowable fb 14.91 in3 1,308.13 psi 0.00 in3 1,308.13 psi 0.00 in3 1,308.13 psi © Right Support 1.48 k 7.581 in2 195.50 psi 1.30 k Bearing Length Req'd 0.594 in 1.30 k Bearing Length Req'd 0.594 in RB Engineers Inc. 1312 2nd Street Kirkland, WA Tel: 425 822 -3009 Fax: 425 822 -2679 Email: rbaharmast@aol.com Title : Dsgnr: Description : Scope : Job # Date: 1:40PM, 14 APR 12 Rev: 580004 User: KW- 0804409, Ver 5.8.0, 1- Dec-2003 (c)1983 -2003 ENERCALC Engineering Software Description Beam 2 General Timber Beam Ara wegetwrIn wx-anit4rl. Page 2 dimitri remodel.ecwCalculations ramairweer-,.. mom* M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = Sketch & Diagram irrerAmexei 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear 1.30 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in 17t"(!rir) r r.;i., �.i. ; 1 1 ; i 52040/R Rmax = 1.3k Vmax @ left = 1.3k �ax =seen... V Rmax = 1.3k Vmax ®n = 1.3k 130 1 14 i- - 0.071 ... - 0.40 0.32 I. 0.10 0 pp gg B.11111111j 14 01119iif8 30 1.00 097 0.00 0.43 0.22 4.32 1.40 1.00 40 3.00 Location rftt 1.201 -. Beam kheal 6.4° u- 8 De 100 2 40 2 00 Location r1t1 0.014 1 . . _____ . _ . 1 ._ _.. _ _ .__ _ - - - - 0.02 .. _.- .�_..-.. 0.031. 0.041 -•• _ 09a__. - „Q, �,_ _..-- 0.40 -4-- 0.00 - --. 140 100 .a0 2.00 -.... ...- 3.49 a.00 ------ •.50 1 Location tit) RB Engineers Inc. 1312 2nd Street Kirkland, WA Tel: 425 822 -3009 • Fax: 425 822 -2679 Email: rbaharmast @aol.com Title : Dsgnr: Description : Scope : Job # Date: 1:40PM, 14 APR 12 Rev: 580004 User: KW- 0604409, Ver 5.8.0, 1- Dec-2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 1 dimitri remodel.ecwCalculations Description Beam 3 General Information Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 4x8 3.500 in 7.250 in Sawn 1.150 Pin -Pin Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No.2 Fb Base Allow Fv Allow Fc Allow E 5.00 ft ft ft 875.0 psi 170.0 psi 625.0 psi 1,300.0 ksi Lu Lu Lu 0.00 ft 0.00 ft 0.00 ft Full Len ' th Uniform Loads rm�:wea�..nnwaar..saw.n+!�m. Center Left Cantilever Right Cantilever DL DL DL #/ft #/ft #/ft LL LL LL 440.00 #/ft #/ft #/ft Span= 5.00ft, Beam Width = 3.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max © Right Support Max. M allow 538.13 psi 1,308.13 psi fb Fb Deflections Center Span... Deflection ...Location ... Length /Deft Depth = 7.25in, Ends are Pin -Pin 0.411 : 1 1.4 k -ft 3.3 k -ft at 2.500 ft at 0.000 ft 1.37 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 3.34 fv Fv Dead Load 0.000 in 5.000 ft 0.0 Camber ( using 1.5 D.L. Defl) ... © Center 0.000 in © Left 0.000 in @ Right 0.000 in 49.42 psi 195.50 psi Maximum Shear * 1.5 Allowable Shear: Reactions... Left DL Right DL Camber: 0.00 k 0.00 k @ Left @ Right @ Left @ Center @ Right Max Max Beam Design OK 1.3 k 5.0 k 1.10k 1.10k 0.000 in 0.000 in 0.000 in 1.10k 1.10 k Total Load -0.043 in 2.500 ft 1,401.17 Left Cantilever... Deflection ... Length /Defl Right Cantilever... Deflection ... Length /Defl Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.0 0.000 in 0.0 Stress Calcs Bending Analysis Ck 29.150 Cf 1.300 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 Max Moment 1.37 k -ft 0.00 k -ft 0.00 k -ft © Left Support 1.25 k 6.414 in2 195.50 psi 1.10 k 1.10 k Sxx 30.661 in3 CI 0.000 Sxx Req'd 12.61 in3 0.00 in3 0.00 in3 @Right Support 1.25 k 6.414 in2 195.50 psi Bearing Length Req'd Bearing Length Req'd Area 25.375 in2 Allowable fb 1,308.13 psi 1,308.13 psi 1,308.13 psi 0.503 in 0.503 in 4 RB Engineers Inc. 1312 2nd Street Kirkland, WA Tel: 425 822-3009 Fax: 425 822-2679 Email: rbaharmast@aol.com Title : Dsgnr: Description : Scope : Job # Date: 1:40PM, 14 APR 12 Rev: 580004 User: KW-0804409, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software General Timber Beam Page 2 dimitri rernodeLecw:Calculations tr. Description Beam 3 Query Values r , .7.",14.12.t.11111.V.M11011.,001W7M2-WIMPOPOP,147.1..../7.1M1,411,10.7.13.11,17,1014.13.,11,016,04,71,1.4,1■141.,t0/3410.11...1141.tr.e4R1GX.7110, Ft V.VCIR,r1.411.1.14:4Varraoti.rolettY":44.--C.,14.4:: M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft Shear 1.10 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in .0.0000 in Sketch & Diagram Rmax = 1.1k Vmax W1= 1 1k Mmax = 1.4k-ft Dmax = -0.043in Rmax = 1.1k Vmax 1113 rt = 1 10 1.37 1.24 L i 0.561 0.27 0.14 040 1343,11111111 fv109,*ii?o tO 0.02 0.73 Obi 0 37 00: .013 1.40 1.00 .40 2.00 Location 181 -Ng .00 • 1.00 • -4--- BeeiAlkeel es" 6.98 4" 199 "g .40 LoC000n fin De 0.mr- 0.03L- 0.03 1 -'-- - - 0.49 -- • ,,„. 0.0a . i 99 • I i..._ 1. I - ' 40 -- .. .... , -' - . :-02 -. - ... 70 -- - 1 - toe 49 -3.00 Location an 10/1/2014 City of Tukwila Department of Community Development DEMITRI BERGERON 3029 S 133 ST TUKWILA, WA 98168 RE: Permit No. D12 -125 BERGERON ADDITION 3029 S 133 ST Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/18/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 438 -9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/18/2014, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, --ULP Bill Rambo Permit Technician File No: D12 -125 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665 5/1/2014 City of Tukwila Department of Community Development DEMITRI BERGERON 3029 S 133 ST TUKWILA, WA HOLMEN, WI 98168 RE: Permit No. D12-125 BERGERON ADDITION 3029 S 133 ST Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 6/4/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 438 -9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 6/4/2014, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Jenn fer Marshall Per it Technician File No: D12 -125 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665 11 -01 -2013 City of Tukwila Jim Ilaggerton, Mayor Department of Community Development Jack Pace. Director DEMITRI BERGERON 3029 S 133 ST TUKWILA, WA 98168 RE: Permit No. D12 -125 BERGERON ADDITION 3029 S 133 ST TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 12/13/2013. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 12/13/2013, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, 15t,Q) Bill Rambo Permit Technician File: Permit File No. D12 -125 6300 Southcenter Boulevard. Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206- 431 -3665 et— June 25, 2013 Demitri Bergeron 3029 S 133 Street Tukwila, WA 98168 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Request for Extensions Permit Nos. D12 -125, M12 -157, PG12 -188, EL12 -0958 Bergeron Addition — 3028 S 133 St Dear Mr. Bergeron, This letter is in response to your written request for an extension to Permit Numbers D12-125, M12-157, PG12 -188, and EL12 -0958. The Building Official has reviewed your letter and considered your request to extend the above referenced permits. The City of Tukwila Building Division will be extending your permits an additional 180days, through December 13, 2013. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, l \Jennifei.\\M shall Prlrllt Tech lician aP� File: Permit No. D12 -125, M12 -157, PG12 -188, EL12 -0958 WAPermit Cente,\Extension Letters\Permits\2012\DI2 -125 Permit Extension.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 - 431 -3665 Pti 06/10/2013 MON 5:25 FAX 425 452 2875 COB Fleet Operations 5 -23 -13 Re: Permit No D12 -125 Bergeron Addition 3029 S 133rd St Tukwila Expiration — 6/25/2013 Dear Building Official: 1002/005 I am requesting extension of the above mentioned permit as I have not yet made enough progress for my final inspection: On March 20th 2013, my wife delivered our new daughter 13 weeks premature and this has led to some financial and time constraints preventing me from completing the project. To date, we have been splitting our time between work and the hospital, not allowing much time to be focused on completion of the project. I anticipate completion no later than the end of August, but need the extra time to complete the remodel. Your consideration for this extension is greatly appreciated and I will do my best to complete all necessary work to obtain all of my final inspections in a timely manner. Sincerely, Demitri Bergeron 425 - 681 -7254 -- Cell '141 RECEIVED CITY OF TUKWILA JUN 102013 PERMIT CENTER 05 -01 -2013 City of Tukwila Jirr2 Haggerton, ll%Iayor Department of Community .Development Jack Pace, Director DEMITRI BERGERON 3029 S 133 ST TUKWILA WA 98168 RE: Permit No. D12 -125 BERGERON ADDITION 3029 S 133 ST TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 06/25/2013. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 06/25/2013, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, er Marshall t Technician File: Permit File No. DI2 -125 6300 Southcertter $oiilevcird, Suite: #100 ■ 'Tukwila, Washington 98188 - Phone 20431 -3670 ' Fccx 2Q6- 431 -3665 May 16, 2012 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Demitri Bergeron 3029 S 133rd St Tukwila, WA 98168 RE: Correction Letter #1 Development Permit Application Number D12 -125 Bergeron Addition — 3029 S 133 St Dear Mr. bergeron, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 - 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. Sincerely, <-724:)::0 Bill Rambo Permit Technician encl File No. DI2 -125 W:\Permit Center \Correction Letters \2012\1312-125 Correction Letter 41.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Di `ision Allen Johannessen, Pla Examiner Building Division Review Memo Date: May 4, 2012 Project Name: Bergeron Addition Permit #: D12 -125 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The plan shows smoke detectors correctly placed. However the current code now requires Carbon Monoxide detectors (CO) outside of each separate sleeping area in the immediate vicinity of the bedrooms. Show two CO detectors outside the bedrooms. (R315.1) 2. Identify the source of heat for the existing house and where the heat source shall be sufficient for the new addition or show the additional heat source. Every dwelling unit shall be provided with heating facilities capable of maintaining a minimum room temperature of 68 °F at a point 3 feet above the floor and 2 feet from exterior walls in all habitable rooms at the design temperature. Show heat source or new heating installed. 3. Plan shows a water heater installed in the closet. This is acceptable as long as it is an electric water heater or the appliance is a direct -vent appliance. Where gas appliances are installed in a room or space that opens only into a bedroom or bathroom, and such room or space is used for no other purpose shall be provided with a solid weather - stripped door equipped with an approved self - closing device. All combustion air shall be taken directly from the outdoors. Specify type of air and water heating systems and their locations with an approved enclosure as applicable. (IRC G2406.2) 4. Show footing -drain system around the new addition and specify where the footing drains shall either connect to the existing or to a new location for footing drainage disbursement. 5. Show safety glazing by each side of entry door. 6. Show a source specific and whole house ventilation system. (IMC 403.8) Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. • city of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Demitri Bergeron 3029 S 133 Street Tukwila WA 98168 RE: Incomplete Letter #1 Development Permit Application D12 -125 Bergeron Addition — 3029 S 133 St Dear Mr. Bergeron, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on April 16, 2012 is determined to be incomplete. Before your application can continue the plan review process the following items from the following departments need to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the comment below: 1. Provide structural engineers original stamp and signature on the structural plan sheets (calculations already have necessary stamp and signature). Planning Department: Jaimie Reavis at 206 431 -3659 if you have questions regarding the comments below. 1. Per the Tukwila Municipal Code 18.50.050 (5), the front door must face the front of the property. 2. Provide roof pitch on north elevation. 3. Provide front setback on site plan. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, fe Ma hall PLrSit T ician Enclosures File: DI2 -125 W: \Permit Center \Incomplete Letters\2012 \D 12 -125 Incomplete Ltr #! 1 B.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 PH4 CO COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -125 DATE: 05 -23 -12 PROJECT NAME: BERGERON ADDITION SITE ADDRESS: 3029 S 133 ST Original Plan Submittal X Response to Correction Letter # 1 Revision # After Permit Issued Response to Incomplete Letter # DEPARTMENTS: Division Public Works Fire Prevention Structural Planning Division n Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 05-24-12 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06 -21 -12 Approved n Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • kw cu _' P'Wi • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -125 DATE: 05 -01 -12 PROJECT NAME: BERGERON ADDITION SITE ADDRESS: 3029 S 133 ST Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DE ART ENTS• Bui in I ision ire Prevention Planning Division 9 Structural n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 05 -03-12 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route n Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 05-31 -12 Permit Center Use Only CORRECTION LETTER MAILED: 5 -1 {O Id Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • • PERMIT21 PLAN REVI TING SLIP ACTIVITY NUMBER: D12 -125 PROJECT NAME: BERGERON ADDITION SITE ADDRESS: 3029 S 133 ST X Original Plan Submittal Response to Correction Letter # DATE: 04 -16 -12 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: uilding givislon Public Works Fire Prevention Structural s Qy2- 61, em4 014 1 2. Planning Division Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 04 -17-12 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg LETTER OF COMPLETENESS MAILED: Fire ❑ Ping PW ❑ Staff Initials: , TUES /THURS ROUTING: Please Route nStructural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: DUE DATE: 05 -15 -12 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 May. 21. 2012 8:29AM Ovrake SH Bellevue 4256885756 City of Tukwila • No. 1798 P. 3/3 Department of Community Development 5300 Southcenter Boulevard, Suite 1#100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us r■■11••■., REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5,d3 //.). ❑ Response to Incomplete Letter # Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: D 12 -125 Project Name: Bergeron Addition Project Address: 3029 S 133 St Contact Person: _l,MI fin' exert Summary of Revision: ' .4d (CA lrooM ))49on's, • 4,41..41 /to es Ake k(..� 10Ce.. `tn Phone Number: if). - 6g1- ',ATV be4cefors , Qly a to+,1 Dd- c6 6 C( of lie_ E(ccf -ec ti1 /4 Luta gk :c. b.ehess (.i vt)plt riG�.T'v5 ' /laid 1E(Geh4c / velecSL,COn Nails &- /ttrt% /GJ4 -v- J e i- ° lddec( /i ok$ on p/.-AS and ctt J IA Q eyed. �+o,ln4 �i .s to Ja' i.t e. ;,jr, GK•�71�h C: #�. r/Idcied ,1oks rn Pr<cns For- sA�� .l *ss itee -1s.t if *, J idows /lash peCi. Eniry spc. c. R s jet P /scars an 4 adJe J /tees 54,$1.� per (r.#tc 4o3.g ) a cable %oaf veni`loCkA, s•s'1.rrn ka. Sheet Number(s): Skeef -1. "Cloud" or highlight all areas of revision including date of re i on Received at the City of Tukwila Permit Center by: flECEIVED iC1TV OF TuKwtt _e NAY 2 3 2012 — Entered in Permits Plus on 15' -y3- -} 2 PERMIT CENTER %applications\forms - applications on linclrcvision submittal Created: 8 -13 -2004 Rcviscd: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the retail, fax, etc. Date: C - l " I Plan Check/Permit Number: D12-125 • Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Bergeron Addition Project Address: bees,: S 133 St Contact Person: been: irss 8 crtert9e1 Phone Number: tic)-5---691 -1).1-5-4/ Summary of Revision: N.," S-inH Sf4M/0 if p/ c- l s c. S{- t,tc.114-et - l?ev e'/cct /y1 1c.' Cole. I$.so.oSo (s/, (A) :e Reay.s c4nd She 4if,,,. J ;f „,,s r` Au-) Co.,s cko O1 (r - ,p i appir %tns. Mac( '9e- c' °%cf v%se ti art i. 'I'o .'nc L. cL( tboF p,' 6, 7/ er-sc.,rcie/fs • PP9 t..`ce c( Se f E s pre t,�% 5 j- P ( , 1 . RFC Sheet Number(s): j , 3, `I, 51, "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ar-Entered in Permits Plus on St - env OF TUKWI[.A MAY .0.12012i PERMIT CENTER \applications \forms- applications on line \revision submittal Created: 8 -13 -2004 Revised: • 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 -3670 Public Works Department 206 433 -0179 Planning Division 206 431 -3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: b STATE OF WASHINGTON) ) ss. COUNTY OF KING ) iI G.414 `k ��— of �/� states as follows: [please mini name] 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 requiremRt of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number Ids , 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. ( Owner Owner's ent* Signed and sworn to before me this day of v e CJ� ,20(2. OT ' Y PUBLIC in and for the State of Washington Residing at Name as commissioned: , County Ne 710ik My commission expires: L 18.27.090 Exemptions. The retion 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 owrt 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; _,01:,v4, .i: .. 1N. Pa f 18. An entity who holds a>valid.el+ ect ica1 contractor's license under chapter, 19.28. RCW that employs a certified journeyman electrician; a certified residential specialty electrician, or aniel1ectrical trainee meeting the requirements of chapter 19.28sRCW to'perform plumbing work that is incidentally, directly;'an iiiintediately appropriate to the like- t%kind�replacement of a household appliance or other small ;household ?utilizal:ion equipment �� �t ^•�ti�,na. 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.