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Permit D17-0338 - O'BRIEN RESIDENCE - INSULATION, SHEETROCK AND FRAMING
O'BRIEN RESIDENCE 11807 40T" AVE S D17-0338 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 7340600243 11807 40TH AVE S O'BRIEN RESIDENCE DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: D17-0338 1/23/2018 7/22/2018 Owner: Name: Address: O'BRIEN MATTHEW M 11807 40TH AV S , SEATTLE, WA, 98168 Contact Person: Name: CHUCK SEVERSON Address: Contractor: Name: Address: License No: Lender: Name: Address: 6627 S 191ST PL F109 , KENT, WA, 98031 ELITE INSTALLERS NW LLC 6627 S 191ST PL STE F109 , KENT, WA, 98032 ELITEIN873D9 SAFECO INSURANCE, JEFF ANDERSON PO BOX 515097 , LOS ANGELES, CA, 90051-5097 Phone: (253) 653-8124 Phone: (916) 995-0210 Expiration Date: 4/11/2019 DESCRIPTION OF WORK: FLOOD FROM TOP FLOOR REPLACING INSULATION, SHEETROCK, FRAMING REPAIRS AS NEEDED FOR CURRENT CODE. BRING HOME BACK TO LIVABLE. Project Valuation: $83,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $2,385.37 Occupancy per IBC: R-3 Water District: TUKWILA Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: I -23 - 6 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 development pe rip nd agrey/}to the j Alfr lating construction or the performance of work. I am authorized to sign and obtain this Signature: ditions attached to this permit. Print Name: 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: 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. 6: 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. 7: 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). 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 9: 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. 10: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0409 FRAMING 0603 ROOF/CEILING INSUL 0602 SLAB/FLOOR INSUL 0601 WALL INSULATION CITY OF TUK IL A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. 1'1r GQW6 Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: Tenant Name: / O 7 qoi/ /lye_ Sod -/-4 PROPERTY OWNER / Name: Mc,'t�' E. Lin cjQ. ©b"i, - Address: 1 so Z/041 Ove t City: 7u k ta.! l c. State: uf ,Q Zip: ct s 6 CONTACT PERSON - person receiving all project communication Name: da S,,,,.. t Address: 66a) S igi'%s i P'440. f / oci City: Rein. f State: Zip: Phone: a S 3 6 53 v 2elax: ,:2,3 .63 Fs e‘' yzg Email: C, seveSz, G r 6..0 -7 -ti GENERAL CONTRACTOR INFORMATION Company Name: cL.S� Pc ce-,,A ie_ s' Company Name: € lite 1..0 stp•lI <l1 Nva/ 44_ C Address: 6 6 7 s iG /6 f I% r fi L ,d: ,. State: Zip: 9c(O 31 City: 'NI/ Phone: a3,3:.61 S _ 27Fax: i:. Contr Reg No.: Exp Date: Architect Name: Tukwila Business License No.: H:Wpplications\Forms-Applications On Line\2012 ApplicationsU'ermit Application Revised - 2-7-12,docx Revised: February 2012 bh King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: ❑ Yes .. No ARCHITECT OF RECORD Company Name: cL.S� Pc ce-,,A ie_ s' Engineer Name: le6 504 S k 0.„s 4e„,hc,c4 P6 Address: l D i SS - A, w Company Name: r fi L ,d: ,. ', . _;; " 4;,, . i:. 4S Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: cL.S� Pc ce-,,A ie_ s' Engineer Name: le6 504 S k 0.„s 4e„,hc,c4 P6 Address: l D i SS - A, w City: a1404v_ State: �A.-. Zip:qieo Phone:q...72 2 5`55SFt `: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: �^ f) zs-rt y „d.,,,,, Address: p O Q it s ist , 7 City: LS A1, e�/(s' State: c54 Zip:7003/-. Page 1 of 4 BUILDING PERMIT INFORMATIO 206-431-3670 Valuation of Project (contractor's bid price): $ 8 3 , 0 0 0 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Roof Prom "gyp "Ober Pap /e.c.'", n� v%c /�Ot�1 S�1 Pe71 /'cam 1 e� 'Ai A .,kty 7150 p e_ewet-. CvvfA )1 Code( /fi'Pil'lo 41 b 1 -e 1;144 l Will there be new rack storage? ❑ ....Yes ❑ ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: Floor area of accessory dwelling: . FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\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 1St Floor 2nd Floor 3`d 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: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: Floor area of accessory dwelling: . FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INFC .IATION — 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 0 ...Water District #125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑... Highline ❑ ...Valley View 0... Renton ❑ ...Sewer Availability Provided. 0... Renton 0... Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑ Bond ❑...Insurance ❑... 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 0 ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities 0 .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water 0... Geotechnical Report 0...Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0...Right-of-way Use - Profit for less than 72 hours 0...Right-of-way Use — Potential Disturbance 0... Work in Flood Zone 0... Storm Drainage 0...Abandon Septic Tank ❑... Curb Cut 0... Pavement Cut 0... Looped Fire Line 11 ❑...Grease Interceptor ❑... Channelization 0...Trench Excavation ❑... Utility Undergrounding ❑ .. Permanent Water Meter Size (1) " WO # (2) " WO # (3) " WO # ❑ .. Temporary Water Meter Size (1) " WO # (2) " WO # (3) " WO # ❑ .. Water Only Meter Size WO # ❑ .. Deduct Water Meter Size " ❑ .. Sewer Main Extension Public 0 Private 0 ❑ .. Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 .. Water ❑ .. Sewer 0 .. 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:1Applications\Forms-Applications On Line12012 Applications\Fermit 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 OWN ORR UTH ZED AGENT: Signature: C���%`�P/r� iia-cS�— Print Name: 1e' £e-VarP zn Mailing Address: c 7 S / g �. SAT py, F-76 q H:.Applications\For ns -Applications On Line\2012 Applications\Fermit Application Revised - 2-7-12.docx Revised: February 2012 bh Date: i -2--,2D Day Telephone: 9.5 3 6S 3 8/29 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,475.09 D17-0338 Address: 11807 40TH AVE S Apn: 7340600243 $1,475.09 Credit Card Fee $42.96 Credit Card Fee R000.369.908.00.00 0.00 $42.96 DEVELOPMENT $1,364.15 PERMIT FEE R000.322.100.00.00 0.00 $1359.65 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $67.98 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R13063 R000.322.900.04.00 0.00 ' $67.98 $1,475.09 Date Paid: Wednesday, December 20, 2017 Paid By: DAN DROTTS Pay Method: CREDIT CARD 32098D Printed: Wednesday, December 20, 2017 8:39 AM 1 of 1 C! SYSTEMS DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $910.28 D17-0338 Address: 11807 40TH AVE S Apn: 7340600243 ......,......m.1 $910.28 Credit Card Fee $26.51 Credit Card Fee R000.369.908.00.00 0.00 $26.51 DEVELOPMENT $883.77 PLAN CHECK FEE R000.345.830.00.00 0.00 $883.77 TOTAL FEES PAID BY RECEIPT: R13062 ot ',: $910.28 Date Paid: Wednesday, December 20, 2017 Paid By: DAN DROTTS Pay Method: CREDIT CARD 020666 Printed: Wednesday, December 20, 2017 8:38 AM 1 of 1 SYSTEMS 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 Ni -O Project: of Ins ection: T4S bR, -- feL-00o4Z__ /051.14_4/i--770,-/ ©j,{ — dr/C/A/6- Address: Tb+ 60.� c, . Date Called: A-` lise07 pecial Instructions: Date Wanted: �n e pa .m m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: bR, -- feL-00o4Z__ /051.14_4/i--770,-/ ©j,{ — dr/C/A/6- `'67) -ri C,61<—C,61<—/��/t'!Lft A-` l n s pector: Date: $-/9 /S 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) 438-9350 bi 7 O36' project:0u,, 0 III T e of Inspe tion: Address: �-i. { sol go Alpe .s, Date Called: OD Special Instructions: Date Wanted: a.m. �a.m. Li ! 7-��0/ p.m. Requester: Phone o: Approved per applicable codes. Corrections required prior to approval. COMMENTS: �_ a 'if A A/cce, 114.G0771 „t6C.A-i 1, fi,iti e� r/e4 p z) AL Se-t,✓1 6,-) bry ,,`je .5- .nfv ) a� &cry Asci-- e. U Sf1 I-) Aile-cd -,-.Ue h vQ,riCca tee(ltJ j;tif-i . 5) 14 -/o ;4s0[) (2) Scams tritc_ Inspector ex# )}L%)'7 Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 630Q out l enter Blv 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) 438-9350 b11 -O 38' Proj t: �'on 4/0 oiance Typ f inspection: .t t L I t f) &c L. address: /807 4/0 AV'C. Date Called: Special InstrTctions: ` WOO /11 Date Wanted: di_ /� — � 1ecc.m i. Requester:c �_ / s ��j-6�_ Phone No: "� ElApproved per applicable codes.Corrections required prior to approval. COMMENTS: AA 0%, la f; vveki 1 • £.I(,eJ f. Co Y1 e i and o- IC ce5Y- a._ �t.cbh c_ Pis cksu,i t1 . petfrreqv 2»✓ h Z. ii„ (v_offrd pmvtd.A.) irispctikvi or v4mss,, 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) 438-9350 X%7-033' Project: 0 I< ibV RES, Type of Inspection: -fRA-04►pl G. Address: Date Called: Special Instructions: Date Wanted:/,.� o2W) "i b a.m. p.m. Requester: AAi Phone No: pp 95+ -eal 43 Approved per applicable codes. Corrections required prior to approval. COMMENTS: .1 -rtii i N. t c& eize7j / '0/ ' Inspector: �s 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) 438-9350 All o334 Project, 0,51v A7a�i1,,eYek- Type of Inspection: AWL- MS A -TOM Address: �/j 5/�� / I j/o A�` I 't'4 S/ Date Called: chis load 400._ Special Instructions: Date Wanted: O.. -t (0 -1 B a.m:!. p.m. Requ_ter: O JY OTT S Phone No: qHe 5 —02/0 Approved per applicable codes. 1]•Corrections required prior to approval. COMMENTS: 7,4 w4,NG. ---- j`hr>< 6-4 i R chis load 400._ 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) 438-9350 Pc;.: 0roe!a R f .✓r.D Type of Inspection: ., R14rn ice Address: //607 50 45. Date Called: Special Instructions: Date Wanted: _.m: 2•44-6 ‘451 pAre Requester: DAN �iAerrrs Phone No: fib -`W9.= 6,//O Approved per applicable codes. Corrections required prior to approval. COMMENTS: /i/o /ii2 655 Inspector: Date: I5)9 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 917- 63-38 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:, 0 8R1' Al /, .57V 05 NEED I &7T - vAJ 04g A - 63A Type of Inspection: f/frMIRG-- 2 , .57Th(@ hiy .,ix -mg' oxS/ Address: I Lec7 1/Oi A v.b� i Date Called: /fr 7'f /J tZ O5 fig PL' Special Instructions: Date Wanted: 1-�(o-10 a.m.. p.m. Requester: Phone No: ClI lti —ig5 *--c i0 LJ Approved per applicable codes. Corrections required prior to approval. COMMENTS: /, .57V 05 NEED I &7T - vAJ 04g A - 63A ,jet 57 iN ftsamt_11T6/1, niPIb( T 2 , .57Th(@ hiy .,ix -mg' oxS/ ✓, s fri / tUgh % ii./4z L_ g/'yll/O gmtz f-veg. Ahia Reheit1T I Z' T/i'! i P1t /&L Rg L l6F o/ti tofiTirx /fr 7'f /J tZ O5 fig PL' inspector: Date: 1 -,VR -18 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Fo December 11, 2017 Mr. Jeffrey Anderson Safeco Insurance. Company PO Box 515097 Los Angeles, CA 90051-5097 Via e-mail:qeffrey.anderson@libertymutual.com Insured: Loss Address: Date of Loss: Claim Number: CASE File Number: o ERRE FORENEXCM A JENSEN HUGHES COMPANY REVIEWED FOR CODE COMPLIANCE APPROVED BU JAN 1 7 200 City of Tukwila 'OBRIEN STRUCTURAL CONDITION ASSESSMENT Linda and Matt Obrien 11807 40th Ave S Tukwila, WA 98056-0863 August 23, 2017 290192666039 2550630 STATEMENT/BACKGROUND INFORMATION In response to the October 23, 2017, request of Mr. Jeffrey Anderson of Safeco Insurance Company CASE Forensics (CASE), a JENSEN HUGHES Company, conducted an assessment of a single-family residence located at 11807 40th Avenue South, Tukwila, Washington.1 The residence is owned by Linda and Matt .Obrien, who reported damage from the failure of a plumbing fixture failure within the second level bathroom. A contractor retained by the insureds identified several conditions that were unsafe or did not meet the requirements of the current building code. RECEIVED JAN 10 2018 TUKWILA PUBLIC WORKS PURPOSE AND SCOPE The purpose of this assessment was to address structural issues related to the plumbing failure and to assess the following concerns brought forth by Elite Installers: 1. Electrical wiring 2. Trus es 3. Baser ent post CORRECTION 4. Basement foundation located by bathroom LTR# 1 5. Slab undermining within the basement laundry room The scope of our assessment included the following: 2 1. Examination of the site and structure. 2 Interview with Mr. Obrien, insured. RECEIVED CITY OF TUKWILA JAN 102010 PERMIT CENTER The assessment was limited to visual observations of accessibleelements of the structure(s) and/or property. Unless otherwise noted, no invasive or destructive actions were taken to penetrate concealed or finished areas to observe or document any damage or conditions not readily visible. 2 When appropriate, tests or measurements were made in accordance with equipment manufacturers' recommendations and/or operating directions and ASTM or other applicable testing standards. p i7- a338 0: +1 425-775-5550 F:+1 425-775-0900 23109 55" Avenue West Mountlake Terrace, WA 98043 USA case4n6.com I jensenhughes.com A' Obrien Structural Condition Assessment Claim #: 290192666039 / CASE File: 2550630 / December 11, 2017 ECJ 19EIE PCIIRENSICS AJENSEN HVGHES COMPANY 3. Interview with representatives with Elite Installers: Mr. Tom Drotts, President and Mr. Chuck Seversen, Production Manager. 4. Document and/or photograph pertinent observations.3 5. Research of King County, Washington property records. 6. Research of the building code adopted by the City of 'Tukwila, Washington: the 2015 editions of the International Residential Code (IRC) and International Existing Building Code (IEBC) with Washington State amendments. 7. Review of Google Earth aerial imagery. 8. Preparation of this report to present our findings and to render a professional engineering opinion. FINDINGS OF ASSESSMENT An on-site field examination/assessment was conducted on November 3, 2017, by Robert S. Lauderbach, P.E., Senior Civil Engineer with CASE. Mr. Lauderbach was met on-site by Tom Drotts and. Chuck Seversen of Elite Installers. Access to the property was provided by Mr. Obrien. During the examination/assessment, the following pertinent observations were made and recorded.4 General 1. The residence is a two-story, wood -framed building constructed over a full basement. The exterior wall faces of the home are finished with wood siding. The roof is finished with asphalt shingles (Figure 1 and Photographs 1 and 2). CASE Comment: For the purposes of this report, the front of the structure will be considered to face east. 2. Research of property records revealed the residence was constructed in 1920 and is 1,800 square feet of finished space. The second level is 400 square feet, the first level is approximately 1,010, and the basement is 369 square feet. The home was renovated in 1984. The residence has been owned by the insured since April 1997. 3 For purposes of this report, the basement space is sub -divided into the southwest, the southeast and north areas. (Figure 1) 3 Selected photographs, taken or otherwise acquired during this assessment, may be referenced and/or embedded in this report. Embedded photographs may have been cropped and/or otherwise modified to emphasize or identify a specific item or feature. All photographs associated with this assignment have been retained in the original or as -received format and can be made available upon request. 4 For the purposes of this report, unless otherwise noted, all sizes of materials areaddressedas nominal, all moisture meter readings are direct unadjusted measurements, all compass directions are general and measured dimensions are approximate and limited in accuracy by field conditions. PAGE 2 OF 12 Obrien Structural Condition Assessment Claim #: 2901926660391 CASE File: 2550630 / December 11, 2017 FDRENEX E AJSNSEN HUGHES COMPANY Figure 1: Aerial View, basement areas noted Source: Google Earth May 2017. Photograph 1: East Elevation, Source: King County Property Records (undated) PAGE 3 OF 12 Obrien Structural Condition Assessment Claim #: 290192666039 / CASE File: 2550630 / December 11, 2017 EIJ`1VRE AJENSEN HVGHES COMPANY Photograph 2 East Elevation, Source: King County Property Records, 1944 Interview Mr. Matt Obrien, the insured, was interviewed on November 3, 2017, during the site examination and provided the following information: 1. He was out of town when the plumbing fixture failed within the second level bathroom. 2. The water bill associated with the failure was equivalent to water usage that would occur over a 2 -1/2 -year period. 3. Prior to the plumbing failure, the basement interior was finished within the southeast and north areas and partially finished within the southwest area by the laundry room. The southwest area is used for laundry and the storage of household goods (see Figure 1). Mr. Tom Drotts with Elite Installers (Elite) was interviewed on November 3, 2017, at the time of the assessment and provided the following information: 1. Elite was hired by Mr. Obrien to repair the water damage to the home the occurred as a result of the plumbing fixture that failed within the second level bathroom. 2. Elite removed all interior finishes from the basement and first level, including the appliances. Elite did not remove the electrical wiring or the related electrical panels located within the basement. 3. The removal of finishes within the basement revealed the following: a. The notched bottom edges of first level floor joists located within the southeast basement area. Plastic - sheathed wiring (Romex) was passed through the notches. He stated the notches likely diminished the structural capacity of these joists. b. Limited soil support for one basement concrete post/plinth assembly. Client Communication On October 19, 2017 Mr. Jeffery Anderson with Safeco Insurance issued an email to CASE regarding the loss description at the Obrien residence. The email listed the following information that was of concern to Mr. Dan Drotts with Elite: 1. Code issues with the electrical located within the basement. 2. The floor joists associated with electrical wiring. 3. Basement post that was washed out by domestic water associated with the plumbing failure. 4. Observations of loose foundation cement associated with the plumbing failure. PAGE 4 OF 12 Obrien Structural Condition Assessment Claim #: 290192666039./ CASE File: 2550630 / December 11, 2017 EHE A JENSEN HUGHES COMPANY 5. Undermining of the basement slab within the laundry room that is associated with the plumbing failure. Building Examination Examination note - The CASE scope of services was limited to assessment of structural issues brought forth by Elite and observed by CASE. CASE did not examine or addressthe architectural building envelope: the mechanical system; the electrical wiring and related service panel; Washington State Energy Code requirements; roof and whole house ventilation; fire protection; and occupancy related issues, including egress and ceiling heights. General 1. Examination of the exterior siding revealed noapparent bulges or readily apparent distress. 2. The perimeter of the home is constructed with concrete foundation. 3. The perimeter of the home is constructed with a concrete foundation. The height of the wall above the surface of the basement concrete on -grade floor (slab) varied. The top of the foundation was nearly level with the slab surface along the southwest side of the basement (and home); and 1 to 2 feet above the slab surface along the south, north, northwest, and east basement walls. CASE Comment: CASE did not determine the thickness of the foundation walls and/or the depth of the foundation below grade. 4. Examination of the perimeter foundation revealed no readily apparent vertical and horizontal displacement or surficial soil erosion located adjacent to the exterior and interior sides of the foundation. 5. Basement egress is via one man -door located within the west wall of the basement (southwest area) and via one stair structure constructed between the basement slab and the first level floor The door operated as expected and the stair structure was not damaged by the plumbing failure. 6 The finishes within the basement and first level were removed prior to the CASE examination. The absence of finishes revealed no readily apparent wood decay within accessible areas. 7 The second level of the home was not accessible due to dehumidification work; which precluded examination to determine the extent of finish removal and/or any related water damage that may have occurred to the framing. First Level 1. The first level interior and exterior walls are framed with 2x4s. The second level floor is framed with 2x8 joists. The spacing of the joists varied. Examination of these elements revealed no readily apparent framing issues associated with the plumbing failure. Basement General 1. The basement interior and exterior walls are framed with 2x4s. The first level floor is framed with 2x8 solid lumber joists, and the joists are sheathed with plywood. 2. The floor joists within the southeast area are typically oriented in a north/south direction. The joist ends bear on either light gauge mechanical connectors that are attached to sides of interior beams or wood- framed walls. The subject metal connectors are similar to Simpson Strong -Tie joist hangers. The beams bear on wood posts, and the respective posts each bear on one of the following: the surface of the basement slab, a precast concrete pad, or a cast in-place concrete footing pad. 3. The southeast area is approximately 20 feet by 30 feet with the long dimension oriented in an east/west directions. Starting from the south side of the room, the joists bear on the top plate of the exterior wood - 5 It is the contractor's responsibility to confirm the room dimensions. PAGE 5 OF 12 Obrien Structural Condition Assessment Claim #: 290192666039./:CASE File: 2550630 / December 11, 2017 ®REM A JENSEN HUGHES COMPANY : framed( wall. The respective north ends of these joists are hung from joist hangers that are face -mounted to the south face of an interior glue laminated beam (Glulam) that is oriented in an east/west direction: The joists are approximately 10 feet in length. CASE Comment: For purposes of this report; these joists are referenced as the south joists. 4. The joists located along the north face of the Glulam are also hung from joist hangers that are face -mounted to the Glulam. The joists are approximately 10 feet in :length and are spaced 24 inches on -center. The north end of each joist bears on the top plate of an interior wood -framed bearing wall This wall is common to the north area of the basement (see Figure 1). CASE Comment: For purposes of this report, these joists are referenced as the north joists. 5. The Glulam beam equally subdivides the southeast area in- half. Southeast Area: Joist Notches 1. Examination of the north and south joists, the Glulam beam, and the north bearing wall revealed no readily apparent wood splits and no apparent structural distress to these elements, such as bowing and/or vertical/horizontal displacement. 2. Examination of the north joists revealed two notches cut from the bottom edge of each joists. The notches were 2 inches long (along the length of the joist) and 2 inches deep (along the depth of the joists). The notches were centered within the north joists and located between the north face of the Glulam and the north wall that is common to the southeast and north areas. (Photographs 3 and 4) CASE Comment 1: Review of IRC Chapter 5, Floors: Section. R502.8, Cutting, Drilling and Notching revealed a structural member such as solidlumber joist shall not be notched in excess of one-sixth of the depth of the member and the notch shall not be located within the middle one-third of the joist span. CASE Comment 2: Review of IRC Chapter 5, Floors: Table R502.3.1(2) revealed a tabulation of floor joist spans based on the following: a variety of common lumber species; a residential live load of 40 pounds per square foot=(psf), a 'dead floor load of 20 psf, and a joist (floor) deflection criteria. Review of : Table R502.3.1(2) revealed the structurally capacity of the notched joists is insufficient to satisfy the floor loads specified and required by IRC. CASE Comment 3: These notches are unrelated to the plumbing failure and were not affected by the subsequent discharge of water. However, the depth and location of the joist notches are structurally significant due to the reduced structural capacity of these joists to resist normal and expected design floor loads. Accordingly, the joists should be repaired. CASE Comment 4: In order to repair the joists, remove the wiring andthen install solid non -notched lumber 2x8 joists adjacent to one side of a notched joist. The placement of the electrical wires after repair of the joists is not part of the CASE scope or work. 6 It is the contractor's responsibility to confirm the quantity of notched joists. PAGE 6 OF 12 Obrien Structural Condition Assessment Claim #: 290192666039 / CASE File: 2550630 / December 11, 2017 CN9E AJENSEN HUGHES COMPANY Photograph Photograph 3: North Joist Notch Photograph 4: North Joist Notch Laundry Room 1. The basement was formerly constructed with a finished laundry room. (Photograph 5) 2. The west wall of the southwest basement area is common to the exterior west wall of the home. This wall is wood framed to include an operable man -door that provides a means of basement egress. The man - door is in proximity to the laundry room. Hand manipulation of the door revealed the door opened and closed as expected. 3. There are a series of wood posts that support the first level floor joists. The posts are constructed adjacent to the interior face of the west exterior wall of the home, the related southwest basement area, and the laundry room. There are three posts in proximity to the west wall of the former laundry room. Examination of all west side posts including the laundry room posts revealed no readily apparent vertical and horizontal displacement. The posts appeared structurally sound, including the slab surface located beneath the base of each post. PAGE 7 OF 12 Obrien Structural Condition Assessment Claim #: 290192666039 / CASE File: 2550630 / December 11, 2017 IQ ElI`ilRE FORENSIA JENSEN Ht/ONES COMPANY 4. Examination of the slab surface located within the former the laundry room did reveal random concrete cracks. However, the crack edges were worn and not new. Also, the examination revealed no readily apparent movement as evidenced by the undisturbed condition of the of the posts shown in Photograph 5 and as evidenced by the operability of the man -door. Photograph 5: Basement Laundry Room Source: Safeco Insurance Company Basement Posts 1. The first level floor joists and beams are supported by 4x4 posts. Each post typically bears on one pre- cast concrete plinth and the plinth bears on the surface of the concrete slab. The connection between the post and the plinth and the connection between the base of the plinth and the surface of the concrete slab are are not mechanically connected via a metal connection. 2. Examination of one post post/plinth assembly revealed the base of the plinth was not fully supported by the slab or soil as shown in Photograph 6. The post is in proximity to the north common wall and the common located between the basement's southwest and southeast areas. CASE Comment 1: The cause of the absence of soil beneath the plinth was likely soil erosion associated with the plumbing failure. However, the edge termination of the slab and the underlying soil located along the exposed edge of the slab was not affected by the plumbing failure. CASE Comment 2: Review of !RC Chapter 5, Floors, Section R502, Wood Floor Framing, Section R502.9 Fastening revealed floor framing shall be nailed in accordance with Table R602.3(1), Fastening Schedule. Where posts and beam or girder construction are used to support floor framing, positive connections shall be provided to ensure against uplift and lateral uplift, including construction of post foundations that bear on undisturbed soil. CASE Comment 3: The unsupported plinth shall be repaired via the construction of a concrete pad formed flush to the surface of the existing slab. The depth of the pad shall be 12 inches and the base of the post shall be mechanically anchored to the new pad. CASE Comment 2: The other post/plinth connections existed prior to the plumbing failure and were not affected by or related to the plumbing failure. However, these connections represent substandard construction practice and potentially unsafe conditions. If desired, the owner can remedy this condition by PAGE 8 OF 12 Obrien Structural Condition Assessment Claim #: 290192666039 / CASE File: 2550630 / December 11, 2017 015E AJENSEN HUGHES COMPANY mechanically fastening the posts to the floor framing (if needed) and to concrete footings that are properly sized for the applied and/or required loads. photograph 6: Post Basement North Area Common Wall 1. The interior south side of the basement north area runs parallel to the common wall that separates both the north area and the basement southwest and southeast areas. 2. The north area is constructed with a bathroom that is located adjacent to the common wall. The bathroom is located within the southwest corner of the north basement area. Examination of the bathroom revealed the slab surface at this location was approximately one foot below the slab level associated with the southwest basement area. The vertical transition between these slabs was constructed with a concrete wall that was approximately equal in height to the elevation change that separates the slab surfaces. Examination of the transitional wall and the north slab did not reveal evidence of vertical/horizontal subsidence and/or damage to the common wall framing; including damage from the plumbing failure. Examination Note — The following conditions were not part of the concerns presented by the insured or Elite but were observed by CASE during the site examination Basement Stairs 1. Examination of the basement stairs revealed in -tact stair treads and stringers. However, construction of the stair assembly was completed via the removal and/or termination of first level floor joists. Several of the modified first level floor joists were cut off and left without support as evidenced by the absence of 2x headers and/or trimmer joists and an absence of joist support framing. (Photograph 7) CASE Comment 1: Review of IRC Chapter 5, Floors, Section R502, Wood Floor Framing, Section R502.10, Framing and Openings revealed openings within floor framing shall be framed with a header and trimmer joists. CASE Comment 2: These conditions existed prior to the plumbing failure and were not affected by or related to the plumbing failure. However, this condition represents substandard construction practice and potentially unsafe conditions. If desired, the owner can remedy this condition by framing, supporting and fastening the cut floor joists as set forth by the IRC. PAGE 9 OF 12 Obrien Structural Condition Assessment Claim #: 290192666039 / CASE File: 2550630 / December 11, 2017 FOREN X MS A JENSEN HUGHES COMPANY Photograph 7: Stairs Basement Slab Elevation Change 1. The slab elevation within the basement southeast area is approximately one foot lower than the surface elevation of the basement southwest area. Egress between these areas is via one framed opening. Mr. Obrien reported the framed opening was formerly finished with an operable man -door. He also reported the surface transition between the southwest and southeast areas of the basement existed before the plumbing fixture failure. (Figure 1 and Photograph 8). CASE Comment 2: These conditions existed prior to the plumbing failure and were not affected by or related to the plumbing failure. If desired, the owner may consider: installing a landing that satisfies the requirements of the IRC. PAGE 10 OF 12 Obrien Structural Condition Assessment Claim #: 290192666039 / CASE File: 2550630 / December 11, 2017 A JEHSEN HUGHES COPMANV Photograph 8: Basement Slab Transition DISCUSSION/ANALYSIS The International Existing Building Code recognizes that many existing buildings do not comply with the current building code requirements for new construction and that rehabilitation to bring them into compliance is often cost - prohibitive due to the potential for extensive changes. The code also acknowledges that a building that is undergoing additions, alterations, extensive repairs or a change of occupancy presents an opportunity to improve certain conditions in the existing structure. The IEBC allows for controlled departure from full compliance with the IBC while maintaining basic levels of safety and structural integrity. Typically, a structure must be substantially damaged or altered in size or occupancy before the IEBC requires compliance with requirements for new construction. Even then, such compliance only applies to new elements of the structure. At the Obrien residence, a number of conditions exist that do not meet the requirements of the current building code, namely, insufficient ceiling height, insufficient door height, excessive changes in floor elevation at an interior door, unconnected floor framing and foundation elements, and substandard stair framing. The stated framing conditions represent potentially unsafe conditions that should be corrected. The other conditions are relatively undesirable but are not inherently unsafe, especially in regard to the structural capacity, stability, and integrity. Additionally, these referenced conditions existed prior to the plumbing failure and were not affected by or related to the subsequent discharge of water. COMMENTS/RECOMMENDATIONS' Determination of the required repairs at the Obrien residence is at the discretion of the building official of the authority having jurisdiction, which in this case is the City of Tukwila. CASE recommends Elite and the insured meet with the representatives from the City of Tukwila to determine the repair requirements of the City. The comments and/or recommendations in this report are limited to the purpose and scope as directed by the Client as stated herein. This report is not intended to be a complete or comprehensive scope of repair or a remediation plan. Further investigation, assessment, and/or research may be appropriate or necessary to identify and/or mitigate additional damage and determine an appropriate scope of repair. The following MAY NOT identify all necessary future actions or repairs and should NOT be used for the estimation of costs unless specifically so stated for that purpose. A final determination on the impacts of code requirements cannot be assessed with certainty until repair plans are submitted and approved by the officials of the permitting jurisdiction. PAGE 11 OF 12 Obrien Structural Condition Assessment Claim #: 290192666039 / CASE File: 2550630 /December 11, 2017 EREE FORENSICS AJENSEN HUG4ES COMPANY CASE reserves the right to supplement or amend this assessment should additional information become available. If you have any questions or comments regarding any element of the assessment, please do not hesitate to contact me at 425-775-5550. Respectfully Submitted: Reviewed by: Robert S. Lauderbach, P.E. Senior Civil Engineer CASE Forensics Wade Sticht, P.E. Senior Civil Engineer CASE Forensics PAGE 12 OF 12 PLANNING APPROVED No changes -can be made. to these plans without approval from the PI nning D Isfon of DCD Approved E :_ Zalk+r Date: la--'d-Q . . REVISIONS No changes shall he rnade to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. FILE COPY Permit No. t7iTh3 g Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinars e. Receipt of approved Field Copy and conditions is a. 4/%: w1: By: Date (-25 City of Tukwila BUILDING DIVISION jSEPAR,' i E PERMIT REQUIRED FOR: OVlechanical G ttectrical (dumbing WGas Piping City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED �t: JAN 17 2010 wit City of Tukwila BUII_.niNG l�1VISlOT\P • ub, 4--\4 teC\`5 ec10 LINDA OBRIEN 90192666039 R314.3 Smoke alarms. Smoke alarms shall be installed in the following locations; 1. In each sleeping room. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. 3. On each additional story of the dwelling, including basements but not including crawl spaces and uninhabitable attics. When one or more smoke alarm is required to be installed within an individual dwelling unit the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the .alarm in the individual unit. The alarm shall be clearly audible inn all bedrooms over background noise levels with all intervening doors closed. R314.4 Power source. In new construction the required smoke alarms shall receive their primary power from the building wiring...wiring shall be permanent without disconnecting switch...when primary power is interrupted, shall receive power from a battery. a R315.1 Carbon monoxide alarms. For new construction, an approved carbon monoxide alarm shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms in dwelling units and on each level of the dwelling and in accordance with the manufacturer's recommendations. R315.2 Where required... Existing dwellings shall be equipped with carbon monoxide alarms in accordance with Section R315.1. An inspection will occur when alterations, repairs or additions requiring a permit occur, or when one or more sleeping rooms are added or created. Exception: 3. Owner -occupied single-family residences legally occupied before July 26, 2009. RCW 19.27.530 (2)(b) R315.3 Alarm requirements. Single -station carbon monoxide alarms shall be listed as complying with UL 2034 and shall be installed in accordance with this code, NFPA 720-2012 and the manufacturer's installation instructions. A CO Sketch: SKETCH1, Level: Main Level REVIEWED FOR CODE COMPLIANCE APPROVED JAN 17 2418 RECEIVED JAN 10 2018 TUKWILA PUBLIC WORKS CORRECTION X17 0338 RECEIVED CITY OF TUKWILA JAN 10 2018 PERMIT CENTER Insured: LINDA OBRIEN Clairx� #: 290192666039 c. Sketch: SKETCH1, Level: upstairs point of origin 13'1" -• , 1 ..5" -. bedroom! 13.2" -- 4'4" 4.4 Ce 1P r REVIEWED FOR CODE COMPLIANCE APPROVED JAN 17 2018 City df Tukwila BUILDING DIVISION I RECEIVED CITY OF TUK`fllli.A JAN 10 2018 IIERPAIY CENTER 12'2' .....Er•••••• ;- ' 1 Insured: LINDA OBRIEN Claim #: 290192666039 Sketch: SKETCH1, Level: basement P 2 61• 1 28' 10" 9.4" (14,6 shelves .PL Launch), Room -3 ; ;74 01 t. 0 cold storage 4' 11" 3' 6' 01044\70,f starage2 6 1" 4' I" TV mem 9° ITS" 4' 9" 10' 9" /1 -t -P144 Pam,( REVIEWED FOR CODE COMPLIANCE APPROVED JAN 17 2010 City of Tuimila BUILDING DLVISION RECEIVED CITY OF TUKWILA JAN 10 2018 PERMIT CENTER 9.) tf- 1 el..A/c... 0 di1 REVIEWED FOR CODE COMPLIiiiNCE APPROVED JAN 17 2O City of Tukwiia 0 BUILDING DIVISION RECE CriY OF "JKWILA DEC 2 0 017 PERMIT -GEE TER 3 Elite Installers 6627 S. 191st P1. #F109 Kent, WA 98032 January 9, 2018 i City of Tukwila 6300 Southcenter Blvd Suite #1 ATTN: Allen Johannessen RE: Permit # D17-0338 (O'Brien Residence -11807 40th Ave S) Dear Allen, Thank you for your time on the phone yesterday to address questions on Correction Letter 1. To assist with the conversation, I offer the following. Building review notes # 1. There was a leak on the top floor behind the toilet, that occurred while the homeowners were out of town for a week. The water ran solidly during this time period. All the sheetrock, insulation, flooring, cabinets, lighting etc., were completely ruined. CORRECTION RECEIVED CITY OF TUKWILA LTR# 1 JAN 10 2018 bi7 0335 PERMIT CENTER The Insurance Company had a water damage/restoration company come out and remove all of the above damaged materials. My company was hired by homeowners /insurance company to restore the home back to its previous state. All work is replacing demo -ed items; ie.. sheet rock, insulation, flooring cabinets, lighting etc. and painting. No windows were affected, no outside work is being done, no expansion. The plumber is strictly replacing the damaged items and correcting plumbing to bring it up to current codes. A permit has been taken out for this work. Due to water, the electrical wiring is being replaced, along with switches, light outlets and new lighting fixtures, and 2 new panels with new arc fault circuit breakers. The Electrical Contractor has taken out permits for work. The engineer was called out to see if any code violations need to be corrected and that was in his report. No walls are being moved. New kitchen cabinets are being installed, new flooring, new wall heaters provided by electrician. This project is literally a "facelift" to bring back to useable conditions. Notes # 2. Attached are plans with the smoke detectors, now being hard wired. At this time we are expecting the stairs to the basement, which leads to storage area only, no living arrangements are being installed, to replacing treads, landing, need to be braced up. The engineer is leaving it up to City of Tukwila for final approval. As engineer states many buildings are not up to code, as when the O'Briens bought the house the walls were sheetrock, the ceiling heights in basement was not challenged by an inspection company, etc. We want to leave the residence in a safe condition and many of his notes were about prior conditions not related to water damage. Again, the engineer is leaving it up to the City of Tukwila. I am asking if the city would allow the stair to storage area be looked at by City, on initial inspection, which would be part of framing inspection. The O'Briens have been out of house for 6 months and their insurance runs out for assisted living costs in two months. If the stairs are not safe for the City, we can correct in 2 days for a second inspection. Concerning PW Department, I talked to Joanna, and she stated the city sent her the plans, but because no outside disturbance of land and no addition of plumbing or increase of use of water, nothing needs to reviewed. I am requesting an urgency be put on the permit issuance. If you could please help it would be greatly appreciated. Thank you very, very, very much! Dan Drotts Elite Installers A Veteran Owned Company 916-995-0210 4 January 08, 2018 City of Tukwila Department of Community Development CHUCK SEVERSON 6627 S 191ST PL F109 KENT, WA 98031 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D17-0338 O'BRIEN RESIDENCE - 11807 40TH AVE S Dear CHUCK SEVERSON, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. I shall need some clarification at to the scope of work. Page 3 of plan set indicated corrections as per engineer's plans. The insurance assessment talks about the limitations of repairs required per the existing building codes. The permit documents did not include the engineers plans and details. Please provide clarification as to the specific work to be accomplished per this permit that may be beyond what the insurance analysis describes. The specific scope of work shall be noted on the "cover sheet" of the plans. Engineer's documents shall be provided if applicable and shall have the engineer's stamp, signature and include date of signature. 2. A note shall be provided on the plans or symbols showing location of new smoke alarms (SA) and carbon - monoxide alarms (CO) on the plans with SA in each bedroom and SA with CO alarms shall be located in the hallway within close vicinity of the bedrooms. Smoke alarms may be combination SA & CO. Since the house is now open to framing, smoke alarms shall be required to be interconnected and hardwired to a breaker in the main panel. Show the alarms as indicated on the plans. (IRC R314.4 & R314.5) 3. Please indicate if any work shall be performed on the stairs to bring into current code compliance. Note: Contingent on response to these corrections, further plan review may request for additional corrections. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • Since the property is on a septic system, applicant shall submit approval for proposed work from King County Wastewater Program Black River Environmental Health, 900 Oakesdale Avenue SW, Suite 100, Renton, WA 98057, phone 206-296-4932. If King County denies the approval, applicant will have to connect to the existing Valley View Sewer District's sewer main. Valley View Sewer District's phone number is (206)296-4932. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. D17-0338 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0338 PROJECT NAME: O'BRIEN RESIDENCE SITE ADDRESS: 11807 40 AVE S Original Plan Submittal X Response to Correction Letter # 1 DATE: 01/10/18 Revision # Revision # before Permit Issued after Permit .Issued DEPARTMENTS: AtAk. t -t1-18 Building Division ,s A? ill:kip-46 Public Works Fire Prevention Structural n n Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 01/11/18 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: I��.dr} Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 02/08/18 C REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0338 PROJECT NAME: OoBRIEN RESIDENCE SITE ADDRESS: 11807 40T" AVE S X Original Plan Submittal Response to Correction Letter # DATE: 12/26/17 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: cowg_ 1-s\18 Building Division Pu lic Wore— MA or s Fire Prevention Structural PlanningDivi i so Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWERcS INITIALS: DATE: 12/26/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: Approved with Conditions ❑ Denied (ie: Zoning Issues) 01/23/18 Notation: REVIEWERc5 INITIALS: DATE: Permit Center Use Only k �, I CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW tr. Staff Initials: 12/I8/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov J REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / ! l/ U Plan Check/Permit Number: D 17-633Z ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: it-stc.-tovi fie 'Ictec-ce Project Address: (I U o ( / vl Aee Contact Person: ay( ce( (. 47Phone Number: 1 OM) Summary of Revision: /CAle �3 Rcerk ice' CGG2rvel-7 . � �� ) (j T RECEIVED OF TUKWILA JAN 10 2018 Sheet Number(s): "Cloud" or highlight all areas of revision including date o revisio Received at the City of Tukwila Permit Center by: N—Entered in TRAKiT on 1-010, W:\Permit Center (Brenda)\Forms\Permit Center Documents (Word)\Revision Submittal Form.doc Revised: August 2015 Elite Installers NW LLC Home Espanol Contact Safety & Health Claims & Insurance Co. Washington State DDepartment of Labor & Industries Search L&I Page 1 of 2 SEARCH A -Z Index Help My L&I Workplace Rights Trades & Licensing Elite Installers NW LLC Owner or tradesperson Principals DROTTS, DANNY M, PARTNER/MEMBER Doing business as Elite Installers NW LLC WA UBI No. 603 285 202 6627 S 191st PI Ste. F109 KENT, WA 98032 916-995-0210 KING County Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. ELITEIN873D9 Effective — expiration 03/29/2013— 0411112019 Bond Contractors Bonding & Insurance Co Bond account no. SK8204 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 05/11/2016 05/11/2016 Expiration date Until Canceled Bond history Insurance Arch Specialty Ins Co Policy no. AL0034394 $1,000,000.00 Received by L&I Effective date 02/20/2017 03/11/2016 Expiration date 03/11/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603285202&LIC=ELITEIN873D9&SAW= 1/23/2018 Elite Installers NW LLC Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID 267,213-01 Account is current. Doing business as ELITE INSTALLERS NW LLC Estimated workers reported Quarter 3 of Year 2017 "1 to 3 Workers" L&I account contact T4 / CASSANDRA SMITH (360)902-5632 - Email: SMCA235@Ini.wa.gov Track this contractor Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603285202&LIC=ELITEIN873D9&SAW= 1/23/2018