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Permit D15-0244 - THOMASELLI RESIDENCE - ADDITION TO STUDIO SPACE
THOMASELLI RESIDENCE 13531 43RD AVE S Dl 5=0244 City of Tukwila Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov DEVELOPMENT PERMIT Parcel No: 7340601063 Permit Number: D15-0244 Address: 1353143RD AVE S Issue Date: 1/6/2016 Permit Expires On: 7/4/2016 Project Name: THOMASELLI RESIDENCE Owner: Name: THOMASELLI JESSE+EDEN YOURK Address: 1353143RD AVE S , TUKWILA, WA, 98168 Contact Person: Name: JESSE THOMASELLI Address: 1353143RD AVE S , TUKWILA, WA, 98168 Contractor: Name: AFFIDAVIT - JESSE THOMASELLI Address: , License No: Phone: (206) 930-3059 Phone: Expiration Date: Lender: Name: JESSE THOMASELLI Address: 1353143RD AVE S , TUKWILA, WA, 98168 DESCRIPTION OF WORK: ADDITION TO THE EXISTING STUDIO SPACE OVER THE GARAGE. THIS PROJECT WILL INCREASE THE SIZE OF THE STUDIO TO 380 SF. NEW SPACE WILL BE AN OPEN LAYOUT WITH A BATHROOM, SINK AND OVERHEAD STORAGE. Project Valuation: $22,305.60 Fees Collected: $924.38 Type of Fire Protection: Sprinklers: NO Fire Alarm: YES Type of Construction: VB Occupancy per IBC: R-3 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 125 Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-4613: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development it and a to the conditions attached to this permit. Signature: Date: 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: 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. 5: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: All wood to remain in placed concrete shall be treated wood. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: 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. 11: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 12: 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. 13: 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). 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 15: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 16: 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. 17: 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" 0201 FOOTING 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 0608 PIPE INSULATION 0603 ROOF/CEILING INSUL 4046 SI-EPDXY/EXP CONC 0602 SLAB/FLOOR INSUL 0412 UNDERFLOOR FRAMING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUA 1LA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov SITE LOCATION Building Permit No. j-W 4-1� Project No. Date Application Accepted: Date Application Expires: use 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" King Co Assessor's Tax No.: Site Address: 31 45 ft AV-c- J .. -l"14V 1791(.0 Suite Number:_ Floor:_ Tenant Name: New Tenant: ❑ ..... Yes ED.. No PROPERTY OWNER Name: �RO µA SF�( Address: 135 St " Av-e S. City: _ f""t State: a Zip: et V/ CONTACT PERSON — person receiving all project communication Name: Address: ( 3 ( At 2b Ave S . City: 1 vv' (a State: WA Zip 8,, 9 Phone: Fax: WA Email: e e . v►^a ill: : (c,6m GENERAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: Architect Name: 1—d• A d e d Address: O 2c> , s-r 's * 3� City: eA ILc State: W,k Zip: R $ r 3t J Phone: ax: 1 Email: K� t � �:►'� ✓► �.7 l' ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: x#A Address: —wl- h . e City: ^ tl� State: t, Zip:G% H:Wpplications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 Page 1 of 4 BUILDING PERMIT INFORMATIC 206-431-3670 Valuation of Project (contractor's bid price): $ O, DOA Existing Building Valuation: $ St 600 Describe the scope of work (please provide detailed 'A '�jg0 �, . 13P..A �, � �r .s - � � -I)#- AA atr P w, I � ..�. � ,mot �h a J 2AArxr, !A WAsh .ba 4N 5tk� - A,J Ertl 6 aJ 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 Addition to Type of Type of Existing Construction per Occupancy per Existing Interior Remodel Structure New IBC IBC 1' Floor 2nd Floor 0 (D a P Floor Floors thru N ^ �1 Basement 00 Accessory Structure* MIA Attached Garage Detached Garage Attached Carport Detached Carport ' 1 Iv Covered Deck NJA- Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....... Yes �....... No If "yes", explain: FIRE PROTECTION/IIAZARDOUS MATERIALS: ❑ ....... Sprinklers ......Automatic Fire Alarm El ....... None El ....... 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 8-112"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:Wpplications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 Page 2 of 4 PUBLIC WORKS PERMIT INI .MATION — 206-433-0179 �. n' Scope of Work (please provide detailed information): \_� Ebvr,o tz ✓ &AS 9kn,LJu.1t mal s06,-AS • fft aoeS . Airs C- W.A . l klq k Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila [Vf ... Water District # 125 El ... Highline ❑... Renton ❑ .. Water Availability Provided Sewer District El.. Tukwila [...Valley View [I ... Renton El ... Seattle ❑ .. Sewer Use Certificate ❑ ... Sewer Availability Provided 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. Slomitted with Application mark boxes which a 1 : OK.. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑... Geotechnical Report ❑ .. Traffic Impact Analysis ❑ .. Bond El ... Insurance [I ... Easement(s) ❑... Maintenance Agreement(s) El.. Hold Harmless — (SAO) El.. Hold Harmless — (ROW) Proposed Activities (mark boxes that a ❑ .. Right-of-way Use - Nonprofit for less than 72 hours El ... Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance El ... Right-of-way Use — Potential Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ .. Total Cut cubic yards El ... Work in Flood Zone ❑ .. Total Fill cubic yards El ... Storm Drainage ❑ .. Sanitary Side Sewer [:1 ... Abandon Septic Tank El ... Grease Interceptor ❑ .. Cap or Remove Utilities El ... Curb Cut El ... Channelization ❑ .. Frontage Improvements ❑... Pavement Cut El ... Trench Excavation ❑ .. Traffic Control ❑... Looped Fire Line El ... Utility Undergrounding ❑ kfl " Bac ow 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 ❑ FINANCE INFORMATION Fire Line Size at Property Line _ ❑ .. Water ❑ .. Sewer Name: JESsI✓ �ROAA A5EL Mailing Address: G6?21 4SO 1A A Mailing (2) (2) WO # (3) WO # WO # (3) WO # ❑ .. Deduct Water Meter Size " Number of Public Fire Hydrant(s) ❑ .. Sewage Treatment Day Telephone: 2P& — 6136 -39V City State Zip Day Telephone: Y.&P —0 State Zip H:\Applications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.doex Revised: February 2012 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. BUIL SignE Print Date: te: Mailing Address: 7"W'10k W*` —tmo City State Zip H:�Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 Page 4 of 4 DESCRIPTIONS PermitTRAK ACCOUNTQUANTITY PAID $572.66 D15-0244 Address: 1353143RD AVE S Apn: 7340601063 $572.66 DEVELOPMENT $545.60 PERMIT FEE R000.322.100.00.00 0.00 $541.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $27.06 TECHNOLOGY FEE TOTAL1 R000.322.900.04.00 0.00 $27.06 .. Date Paid: Wednesday, January 06, 2016 Paid By: JESSE THOMOASELLI Pay Method: CHECK 1136 Printed: Wednesday, January 06, 2016 2:46 PM 1 of 1 ;?SY57Efv15 Date Paid: Tuesday, September 22, 2015 Paid By: THOMASELLI JESSE+EDEN YOURK Pay Method: CREDIT CARD 172516 Printed: Tuesday, September 22, 2015 3:56 PM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit �S DZw INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431- 70 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Iem t.l, I Addres : Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: 73-(o PVT Approved per applicable codes. required prior to approval. COMMENTS: u:vis, Fl - REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cail to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPICTION 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 Projec may► e—cb T&,of Inspec ion: �f Address: �353 rz V Date Called: Special Instructions: *AF77( Date Wanted: a.m. za` Requester: o Ph ZOf S — (6025- Approved per applicable codes. Im Corrections required prior to approval. 9 ViU�I,�. PTNOW, i� :01 lI J0 i r "� rr 1 �I u [&—w J 1 _ _ !�I Inspector REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Cail to schedule reinspection. INSPECTION RECORD Retain a copy with permit 1 S- b Z INSPECTION NO. PERMIT NO. CITY OE TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pros* ct: Type of Ition: Address: 3&3 Date Ca e . Special Instructions: Date Wanted: 5�/ 7�7 — P.M. Requester: Phone No: a - 9 Approved per applicable codes. LJ Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection. INSPECTION RECORD 7 Retain a copy with permit LS -OZyy INSPteTMNO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: Type of Inspection: Address: r 13 /Vc- Date Called: Special Instructions: Q T% 3 , Date Wanted: a.m. ZS • Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cat( to schedule reinspection. ,.7 INSPECTION RECORD Retain a copy with permit lS"oZ 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 Projec : \ T e of I spec`ign: l " C7b i yt'CJ' Address: Date C le Special Instructions: Date Wanted: > _ a.m. M 3 / 00 3 ,� Requester: Phone No: (I. 3a-3o REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. E INSPECTION RECORD I J Retain a copy with permit Dig INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project Type of I9;;;�f Address: jigs, Date Called: Special Instructions: Date Wanted: q— Requester: Phone No: VApproved per applicable codes. COMMENTS: El Corrections required prior to approval. ike Inspec or: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. kM !INSPECTION RECORD Retain a copy with permit INSP ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Ty Inspection: Address: r Date Called: Special Instructions: i IJ p? &&IRK I S �� Date Wanted: a.m. <3 ?— Requester: Phone No: n zI6 r� 3 0 as Inspector: Date: El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. R INSPECTION RECORD /11V Retain a copy with permit I big INS ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: a— PeS Type of Inspection: Address: /K� 3 09b Date Called: Special Instructions: Date Wanted a.m Requester Phone No: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 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 �1 -- 02y N Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: a M A S '1L I I?C-S Type of Inspection: LL J-1� �n/� S/��il ►2 Address: Date Called: /35-1 143fa ✓c< S Special Instructions: Date Wanted: .m Requester: �aG c Phone No: Approved per applicable codes. Ll Corrections required prior to approval. Inspector: Date: 7 9 - A' El 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 permitr-pl— s " UZy y INSPECTION N0. 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: Type of Inspection: /-1 KASC / CS ✓� w► /A✓6' Address: S / 3 A ✓E Date Called: Special Instructions: Date wanted: (� /� a.m. C/ p.m Requester: SCSS� Phone No: 11 Approved per applicable codes. corrections required prior to approval. G'WRIM RM Inspector: Date:7 UREINSPECTION FEE REQUIRED. Prior to next Inspection. tee must De paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 1)1)5-- C�Z INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: S Via- 1 "(J CS Type of Inspection: U re)r100)2 )'jtM I AJ Address: Date Called: 3531 7b Special Instructions: Date wanted. a.m. Ar CAA�VZ VIO //(t p.m. Re nester. q ME Phone No: o& -q 30 - S� ® Approved per applicable codes. L Corrections required prior to approval. Inspector: A� Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. rL- INSPECTION RECORD �Z�� 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 p i�st:��C e "- "q C Type ofrins ection: d Alless. �6 . Date Called: Special Instructions: �� Date Wanted: a.m. 3, L a m. Requester: Phone No: Inspector: Date:3 `-� -A4 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid of 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. tL 2�INSPECTION! RECORD. y h Retain a cop with permit Y �-7q INS. F N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request tine (206) 438-9350 ProjI ct: - Typ of1ns ec�n: A�d�Jrress: r� C cc�J,- ' �� I0 . Date Called: Special Instructions: Date Wanted: : a.m. 3® p.m. Requester: Phone No: Approved per applicable codes. EI Corrections required prior to approval. COMMENTS: ® 49 (319 A 4 kA_- ® ACC OS-1 OLS Inspector: ©ate: 3 — oo U REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 1 Harbor Inc. STRUCTURAL ENGINEERING CALCULATIONS forthe THOMASELLI STUDIO 1353143RD Avenue South Tukwila, WA 98168 b 0OZ4 34810 r.� EXPiR w 2 2 /O Z- 29 October 2015 Prepared for: ARCHETYPE Contact: Ms. Lydia S. Aldredge, A.I.A. 1020 15t Avenue South Suite 300g Seattle, WA 98134 Tel: (206)-779-8682 PreparedPrepared by: Harbor Consulting Engineers, Inc. 3316 Fuhrman Avenue East Suite 250 Seattle, WA 98102 J4 1of2 3316 Fuhrman Avenue East Suite 250 • Seattle, Washington 98102 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2015 City of Tukwila BUILDING DIVISION CORRECTION LTR#-- I_ RECEIVED CITY OF TUKWILA NOV 12 2015 PERMIT CENTER 206.709.2397 • Facsimile 206.709.2398 /z Harbor Consulting Engin eers, eers, Inc. INDEX TO STRUCTURAL CALCULATIONS: ITEM: Main Floor Framing Design ------ PAGES: --------------------------- Mi—M8 Roof Framing Member Design - — ------ --------------- — -- — - — --------- ------ R1—R2 Lateral Force Resisting System Design - r ------------- - -------- 7---- Ll — L11 4 2 of 2 3316 Fuhrman Avenue East Suite 250 - Seattle, Washington 98102 - Telephone 206.709.2397 - Facsimile 206.709. Check Existing Joist at main floor Beam : dead := 15 lbf L_joist := lift ft, live := 40 lbf • ft2 trib width := 12in = 1 - ft By: Date: Checked: Date: Job#: Scale: Existina 2x10 DF#2 Sxx := 21.39in3 lxx := 98.93in 2 A := 13.87in Fv := 180 lbf E := 1.6-106. lbf Fb . 850 lbf 2 2 2 in in in Cr := 1.15 CF := 1.1 wlive live•trib width = 40 ft2 •(1 ft) =40 lft '"dead dead• trib_width = 15 lbf 1 ft = 15 lbf ft2 ft 'total 'dead + 'live = 15 lbf + 40 lbf _ 55 lbf ft ft ft Check Bending: Fb' := Fb•Cr CF — 850 psi. 1.15.1.1 = 1075.25•psi '`'total' L_joist 2 Mmax = = 55•(11) 12•lbf•in g = 9982.5•lbf -in 8 S Mmax = 9982.5 lbf -in _ 9.284•in3 < Sxx = 21.39 inA3 Reqd - Fb' 1075.25 psi Sxx > SRegd (OK) Check Shear _ wtotal'Ljoist 55 lbf (lift) Vmax2 ft=302.5•lbf 2 3 Vmax 302.5 lbf = 1.681 - in 2 ARegd 2Fv = 180lbf .2 in A > ARegd (OK) Harbor Consulting Engineers, Inc. Sheet: 1 3316 Fuhrman Ave East, Suite 250 Seattle, Washington 98102 206.323.6000 MiAMa By: Date: Checked: Date: Job#: Scale: Check Deflection 4 0 5'wtotal'LJoi.st 5•(55)•(11)4.1728-in = 0 114in TL �— 384•E x 384•(1.6 x 106)•(98.93) 11.12 L .114 =1157:9 => 1157.9 d < 1.�jo (OK) 7"L 240in. Therefore the existing (E) 2X10 DF#2 Joists at 12 in .c.on the main floor are adequate Harbor Consulting Engineers, Inc. Sheet: 2 3316 Fuhrman Ave East, Suite 250 Seattle, Washington 98102 206.323.6000 Design Joists in Balcony area L = 8'-10" and 4-4.5" cantilever Beam : dead = 15-psf live = 40psf balcony:= 1.5•live = 1.5-40psf = 60psf dead + balcony = 15psf + 60psf = 75 psf trib width := 12ft = 1 • ft 12 By: Date: Checked: Date: Job#: Scale: 2x8 DF#2 Sxx := 13.14in3 Ixx := 47.63in4 Fb = 850•psi Fv = 180•psi E = 1600000•psi A := 10.88in2 Cr := 1.15 CF := 1.2 `'balcony:_ (dead + balcony) • trib_width = (15psf + 60psf) • 1 ft = 75 lbf ft Lbalcony := 4ft + 4.5in = 4.375-ft Fb' := Fb'Cr CF = 850 psi• 1.15.1.2 = 1173•psi Check Bending: M _ wbalcony'Lbalcony2 = 75 lbf •(4.375 ft)2 max 2 = 8613.281-1bf•in 2 Mmax _ 8613.281 lbf • in 3 SRegd '= Fb' 1173 psi = 7.343•in < Sxx = 13.14 in^3 Sxx > SRegd (OK) Harbor Consulting Engineers, Inc. Sheet: 3 3316 Fuhrman Ave East, Suite 250 / S Seattle, Washington 98102 3 M 206.323.6000 By: Date: Checked: Date: Job#: Scale: Check Shear umax'= 'balcony' Lbalcony = 75 lft •(4.375 ft) = 328.125•ibf A 3Vmax 3(328.13 lbf) = 2 734 in2 < A = 10.83 in"2 Regd'= 2Fv = 2(180 psi) A > ARegd (OK) Check Deflection of balcony Lbalcony = 4.375-ft lbf 'balcony = 75- ft 4 wbalcony'Lbalcony balcony,= 24•E•Ix x Lbalcony = 0.219 240in 1728 • in 75•(4.375)4•(1728•in) - = 0.026 in 24•(1.6 x 106)•(47.63) Approximate delfection wbalcony'a3 75 lbf (4.375 ft)3 (4.1 + 3-a) ft 24•E•I = •(4.8.83ft+ 3.4.375ft) = 0.287in 24•(1.6 x 106 psi)•(47.63in4) 8.83.12 2L .287 = 369.2 369 Lbalcony (OK) balcony 240in re herefore use W DF#2 @12" o.c. joist at the balcony vel Harbor Consulting Engineers, Inc. Sheet: 4 RA 3316 Fuhrman Ave East, Suite 250 Seattle, Washington 98102 LO 206.323.6000 M9/m8 Check Header over Garage door Existing header over garage door 8'-10" 55 lb/ft 75 Ib/ft V (Ibs) Fb' := Fb•CF - 1200psi•1.1 = 1320•psi Reaction := 652.211bf = 0.65•kip trib width = 12•in w Reaction = 652.21.1bf Header _ trib width ft Lheader 9.8ft By: Date: Checked: Date: Job#: Scale: Existing 412 DF#1, assume No.1 Sxx := 73.83in3 Ixx := 415.3in4 A := 39.38in2 Fb := 1200psi Fv = 180•psi E = 1600000•psi CF := 1.1 2 'Header Lheader 652.21 • (9.8)2.121bf • in Mmax 8 — 8 = 93957.373•IV-in Mmax 93957.3731bf-in 3 SRegd '= = 71.18•in < Sxx = 73.83 in^3 Fb' 1320 psi Sxx > SRegd (OK) Harbor Consulting Engineers, Inc. Sheet: 5 3316 Fuhrman Ave East, Suite 250 Seattle, Washington 98102 206.323.6000 m s/M $ By: Date: Checked: Date: Job#: Scale: Check Shear Lheader 652.21 IV (9.8ft) Vmax '_ 'Header 2 ft = 3195.829• Ibf 2 ARegd 3Vmax 3.3195.831bf = 26.632•in 2 < A = 39.38 inA2 _ 2Fv 2(180 psi) A > ARegd (OK) Check Deflection 4 _ 5' 'Header Lheader �TL 384•E•Ixx _ 5•(652.2)•(9.8)4.1728•in — = 0.204•in 384•(1.6 x 106)•(415.3) 9.8.12 L = 576.5 => 576.5 .204 A Lheader (OK) TL 240in Harbor Consulting Engineers, Inc. Sheet: 6 3316 Fuhrman Ave East, Suite 250 Seattle, Washington 98102 206.323.6000 By: Date: Checked: Date: Job#: Scale: Check Existing Glulam at main floor (E) 5-1/8"x13-1/2" Glulam Beam SXX := 155.7in3 lbf Fb := 2400 — L glulam := 18ft 2 in A := 69.19in dead = 15•psf 4 IV6 lbf IXX := 1051in Fv � 265 — E := 1.8.10 •— .2 .2 in in live = 40 psf d := 13.5in b := 5.125in trio width := .5.11ft + .5•(8ft + IOin) = 9.917•ft 'dead dead-trib width = 15 psf • (9.9 ft) = 148.5 lbf ft 40 psf • (9.9 ft) = 396 lbf wlive live•trib width = ft wtotal'dead + 'live = 545.417. lbf ft 148.5 lbf + 396 lbf = 544.5 lbf ft ft ft l 1 1 C 111.0 C 21ft = 1.004 D .0 C M .0 C t '= V (1�_glulam)".(12in)".(5.125in)" db f CV := 1.0 Fb' := Fb•CD•CM-Ct•CV = 2400.000 psi. 1.0. 1.0- 1.0. 1.0 = 2400 psi 2 Mmax g wtotal'Lglulam _ 545.417 (18)2 121bf in = 265072.662•lbf -in Mmax 265072.662lbf -in 3 II SRegd '= = 110.447•in < Sxx = 155.7 in"3 Fb' 2400.000 psi Harbor Consulting Engineers, Inc. Sheet: 7 3316 Fuhrman Ave East, Suite 250 Seattle, Washington 98102 206.323.6000 By: Date: Checked: Date: Job#: Scale: Sxx > SRegd (OK) Check Shear V wtotal-L-glulam 545.417 IV •(I8ft) max '_ 2 = = 4908.753•lbf 2 3VMax 2 _ 3(4908.753 IV) 2 A = 69. I inA ARegd := 27.785,in -=;27.785•in 2Fv 2•' 2�5 lbmf 2 A > ARegd (OK) Check Deflection 5 •wtotal-L-glulam4 �TL 384•E•1xx 18.12 = 317.2 => .681 _ 5•(545.417)•(18)4.1728•in - = 0.681-in 384•(1.8.106)•(1051) L 317 " L_glulam (OK) TL 240in herefore the existing 5-1/8X13-1/2 24F-V4 Glulam on he main floor is adequate Harbor Consulting Engineers, Inc. Sheet: 8 3316 Fuhrman Ave East, Suite 250 Seattle, Washington 98102 .206.323.6000 Determine size of header underneath new roof, try a 4X8 sawn lumber for header in building Beam : Lheader 7ft + 2in = 7.167•ft snow := 25 lbf dead := 15 1bf ft2 ft2 eave_length:= lft + 6in = 1.5-ft building width := 18ft + 2.5in = 18.208•ft By: Date: Checked: Date: Job#: Scale: 48 Doua Fir #2 Fv := 180 lbf E := 1.6.106. lbf 2 2 in in lbf Fb := 900 — . 2 in S := 30.66in3 I := 111.1in4 xx A := 25.38in2 CL := 1.0 CF := 1.3 Ct := 1.0 Cr := 1.0 CM := 1.0 CD := 1.15 Cfu:= 1.0 Ci := 1.0 trib building width := eave_length + width 18.2 ft = 1.5 ft + = 10.6 ft 2 2 w •= (snow + dead)•trib_width = 25 1b2 + 15 1bz •(10.6 ft) = 424 lft header ft ft Fb' := Fb•CD-CM'Ct•CL•CF•Cfu•Ci•Cr= 900 lbf 1. 15-1.0-1.0-1.0-1.3. 1.0. 1.0. 1.0 = 1345.5•psi .2 in Check Bending: 2 'header' Lheader Mmax �= 8 SRegd Mmax Fb' - 424.167 • (7.167)2.121bf • in - = 32681.573.1bf • in 8 32681.573 If -in 3 < Sxx = 30.66 in^ = 24.29• in 3 1345.5 psi Harbor Consulting Engineers, Inc. Sheet: 9 3316 Fuhrman Ave East, Suite 250 Seattle, Washington 98102 206.323.6000 Check Shear Fv' := FV' CD•Ct•Ci — By: Date: Checked: Date: Job#: Scale: Ibf 180 — • 1.15- 1.0- 1.0 = 207•psi 2 in wheader'Lheader 424.167 lbf (7.167 ft) Vmax 2 ` ft - -- = 1520.002•1bf 2 3 Vmax _ 3.1520.002 lbf 2 P'Regd '= 2Fv' 2.207 psi — 11.015 in Check Deflection 4 5*wheader•Lheader ATL _ 384•E•1xx 7.167.12 _ .L 6057 => — .142 _ 605 0 . Lheader (OK) TL 240in .5.(424.167).(7.167)4. 1728in _= 0.142•in 384•(1.6.106)•(111.1) herefore use 4x8 DF#2 for the standard header size. Harbor Consulting Engineers, Inc. Sheet: 10 3316 Fuhrman Ave East, Suite 250 Seattle, Washington 98102 206.323.6000 R Z/jP t By: Date: Checked: Date: Job#: Scale: Lateral design. Computation of building weight Determine weight of main floor weight_wall:= 8.lpsf dead = 15-psf trib height_floor:= 2 •(5.25ft + 8ft) = 6.625-ft permimeter of building := 2•(18ft + 2in) + 2•(20ft + 2.5in) = 76.75-ft weight_walls:= weight_wall•trib height_floor•permimeter of building 8.1psf-(6.625 ft),(76.75 ft) = 4118.597•lbf area inside := 18.21ft-20.21ft = 368.024•ft2 area balcony := 4.29ft- 1 1.2ft = 48.048-ft2 total area := area inside + area balcony weight_floor:= dead -total —area = W1 := weight floor+ weight walls 368.024 ft2 + 48.048 ft2 = 416.072 ft2 15 psf-(416.072 ft2) = 6241.08.1bf 6241.08 lbf + 4118.597 lbf = 10359.677•lbf Harbor Consulting Engineers, Inc. Sheet: 11 3316 Fuhrman Ave East, Suite 250 Seattle, Washington 98102 206.323.6000 By: Date: Checked: Date: Job#: Scale: Determine weight roof: For truss weight Roof trusses := 3(1.lpsf) = 3.3•psf Asssume 3 2X6's dead = 15 psf Weight roof := (dead + Roof trusses)•(368.024 ft2) = (15 psf + 3.3 psf)•(368.024 ft2) = 6734.839•lbf Trib weight of walls 'walls := 4ft•permimeter of building = 4ft-76.75 ft = 307 ft2 weight —walls —roof := weight_wall•Awalls = 2486.7•lbf 8.1 psf•(307 ft2) = 2486.7•lbf W2 := Weight roof + weight_walls roof = 9221.539•lbf 6734.841 lbf + 2486.7 lbf = 9221.541 • lbf W := (Wl + W2) _ Seismic forces SS := 1.494 SI := .560 10359.677 lbf + 9221.541 lbf = 19.581•kip SMS := 1.494 SDS := .996 SMI := .839 SDI := .560 Ct :_ .02 x :_ .75 hn := 18.0 Ta' (Ct-h-x)-s = (.02-18.0.75)s=0.175s T SDl's _ .560•s = 0.562s s SDS .996 SDS .996 Cs = = 0.153 R 6.5 I 1 R := 6.5 I := 1 TL := 6•s V := .7Cs-W = .7•.153.19.581kip = 2.097kip Base Shear for seismic Harbor Consulting Engineers, Inc. Sheet: 12 3316 Fuhrman Ave East, Suite 250 Seattle, Washington 98102 206.323.6000 Wind force analysis X := 1 PS30 A := 21.6psf PS30 B 14.8psf PS30 C := 17.2psf PS30 D 11.8psf KZT := 1.0 By: Date: Checked: Date: Job#: Scale: Ps A := •6'X'KZT'PS30_A = .6.1.1.0.(21.6psf) = 12.96•psf Ps B := •6.X.KZT-PS30 B .6.1.1.0•(14.8psf) = 8.88-psf Ps C:= •6'X'KZT'PS30 C = .6.1-1.0•(17.2psf) = 10.32•psf Ps D := .6'a'KZT'PS30 D = .6.1.1.0•(11.8psf) = 7.08-psf a=0.1(18)=1.8 or .4(19.5) =7.8 but0.04(18) =.72 but 0.04(18) =.72 but not less than 3 ft, use a = 3 ft Calculate force for x direction Froof A x Ps A'4.5ft•12ft = Froof B x := Ps B' 1 Oft•(12ft) _ Froof C x := Ps C'4.5ft•(8ft) _ Froof D x := Ps D' loft•(8ft) _ 12.96 psf •4.5ft• 12ft = 699.84.1bf 8.88 psf•10ft•(12ft) = 1065.6•lbf 10.32 psf•4.5ft•(8ft) = 371.52•lbf 7.08 psf-lOft•(8ft) = 566.4•lbf Harbor Consulting Engineers, Inc. Sheet: 13 _ 3316 Fuhrman Ave East, Suite 250 Seattle, Washington 98102 206.323.6000 By: Date: Checked: Date: Job#: Scale: Froof x Froof A x+ Froof B x+ Froof C x+ Froof D x = 699.84 IV + 1065.6 Ibf + 371.52 lbf + 566.4 IV = 2703.36•1bf Finain floor A x Ps A' 7.5ft• 12ft = 12.96 psf • (7.5ft• 12ft) = 1166.4• Ibf Finain floor C x Ps C-7.5ft•8ft = 10.32 psf•(7.5ft•8ft) = 619.2-IV Finain floor x Finain floor A x + Finain floor C x = 1785.6- lbf 1166.4 IV + 619.2 Ibf = 1785.6•1bf FWIND_x Froof x + Finain floor x = 2703.361bf + 1785.6 lbf = 4488.961bf FAD > FSeismic Therefore wind controls Calculate force for y direction Area A roof := 12ft-4.5ft + 1.6ft-5ft•2 = 84•ft2 - - 2 Area C roof := (6ft)•4.5ft + (6ft)•7.5ft = 72•ft2 Froof Ay Ps_A'84 ft2 - Froof Cy Ps_C-72 ft2 Froof y := Froof Ay + Froof Cy = Area A main floor := 12ft•7.5ft = 90•ft2 Area-C main floor:= (6ft)•7.5ft = 45•ft2 12.96 psf•(84 ft2) = 1088.64•1bf 10.32 psf-(72 ft2) = 743.04.1bf 1088.64 Ibf + 743.04 lbf = 1831.68•1bf Harbor Consulting Engineers, Inc. Sheet: 14 3316 Fuhrman Ave East, Suite 250 Seattle, Washington 98102 RA 206.323.6000 L ,f/L /l 2 Finain—floor_Ay Ps A' 90 ft Finain—floor—Cy Ps—C' 45 ft2 ) By: Date: Checked: Date: Job#: Scale: 12.96 psf•(90 ft2) = 1166.4•lbf 10.32 psf•(45 ft2) = 464.4•lbf Finain—floory := Finain_floor Ay + Finain floor Cy = 1166.4 Ibf + 464.4 lbf = 1630.8•lbf FWD_, := Froofy + Finain—floor_ = 1831.68 lbf + 1630.8 lbf = 3462.48 IV F—at-45 := .707•1.707•(FWIND—x + FWINDy)] = .707•[.707•(4488.96 lbf + 3462.48 lbf)] = 3974.5191bf Check minimum wind requirements p_min_wind := 10psf Fwind minx 10psf-20ft•20ft = 4000•lbf minimum wind loads from 10 psf load Fwind miny 10psf-22ft- 18ft = 3960-1bf controls for y direction Croof 14.5 = 0.659 Cmain floor 7-5 = 0.341 22 — 22 Fwind min_ —roof — 0.725•(3960 lbf) = 28711bf Fwind min_main_floor:= .375.(3960 1bf) = 14851bf Fwind minx roof 0.725. (4000 lbf ) = 29001bf Fwind minx main floor:= .375•(4000 lbf) = 15001bf quartering_wind_min := .707.[.707.(4000 Ibf + 3960 lbf )] = 3978.798 lbf Harbor Consulting Engineers, Inc. Sheet: 15 3316 Fuhrman Ave East, Suite 250 Seattle, Washington 98102 206.323.6000 By: Date: Checked: Date: Job#: Scale: Compare numbers to determine whether min wind or ps30 controls laterl design FWD x = 4488.96.1bf from ps30 controls for x direction Fwind_miny - 3960-1bf quartering_wind_min= 3978.798.1bf quartering wind from min wind controls Harbor Consulting Engineers, Inc. Sheet: 16 3316 Fuhrman Ave East, Suite 250 Seattle, Washington 98102 206.323.6000 t &/4i, SHEAR WALL CALCULATIONS 1 in x 11 Yj 4, 0 shear walls By: Checked: Job#: Seale: 6'-0}, rr,-Ji Y2 C Y2 X2 == Roof level Date: Date: Harbor Consulting Engineers, Inc. Sheet: 17 3316 Fuhrman Ave East, Suite 250 Seattle, Washington 98102 206.323.6,000 By: Date:. Checked: Date: Job#: Scale: 1 2" � ^Q � Y3 f � Y 4 i i k4 X4. shear walls Main floor level Harbor Consulting Engineers, Inc. Sheet: 18 3316 Fuhrman Ave East, Suite 250 Seattle, Washington 98102 206.323.6000 By: Date: Checked: Date: Job#: Scale: Force per foot for roof Fx := .659-44881bf = 2957.5921bf 2957.592 lbf- 11.19.875ft ) l2 19.875ft v roof at xl := = 105.628.1bf 8ft + 6ft ft 2957.592 lbf, (2. 19.875ft) v roof at x2 :_ 19.875ft = 184.85. lbf �` 4ft + 4ft ft FY:= .659.39781bf=2621.5021bf 2621.502 ]bf• 11.2 18.208ftJ v roof atyl :_ 18.208ft = 131.075.1bf 6ft + 4ft ft 1.18.208ft 2621.502 lbf-I l2 J 18.208ft v roof at_y2 := = 145.639.1bf 3ft+6ft ft Harbor Consulting Engineers, Inc. Sheet: 19 3316 Fuhrman Ave East, Suite 250 Seattle, Washington 98102 q 206.323.6000 L By: Checked: Job#: Scale: .34.44881bf = 1525.921bf .659.44881bf = 2957.5921bf 15251bf •(1•19.875ft) (2 29571bf- ,-.19.875ft) 19.875ft 19.875ft 1bf v main floor at x3 :_ = 123.078•— _ — — 18.208ft ft 1525 1bf .(1 C 2.19.875ftJ 2957 1bf • I 1 •19.875ft 19.875ft 19.875ft 1bf v main floor at x4 :_ = 280.125 • -- 4ft + 4ft ft .34.39781bf = 1352.521bf .659.39781bf = 2621.502IV 1352.52IV •[2•(18.208ft)1 2621,502ibf•(�,18.208ft) _- 18.208ft 18.208ft 1bf v_main floor aty3 :_ = 99.975•— 19.875ft ft 1352-52IV (18.208ft)) 2621.5021bf-i 2.18:208ft) 18.208ft + 18.208ft 1bf v_main floor aty4 :_ = 99.975•— 19.875ft ft Date: Date: Harbor Consulting Engineers, Inc. Sheet: 20 3316 Fuhrman Ave East, Suite 250 Seattle, Washington 98102 206.323.6000 L lol4ll loot'➢ o,NrJ FDA- WAIL, S X2 R Xy Ho CD DowNS Puiz C s�bl)C�) 301, � /6S j4° \b W I ( ls.psc) (1F. ) 3 0 P9 = (15,P s �) 8,�3 �� y - 13 2� y S 1 bs 1. z� WV.461►1 _ w�►W11-1, : (epsf /�r � l 39, y (�, S��- + � �'� + y .SFr, •� 380 (2, S �-� �' MSS Q30)(y)(� / } (�°6•Lt��Y�l i� + &O(LI 13T,S�y� �- 242(�) 8D(5) -7b �bs-Srr �' Mor - % Mp�s . �+ig2�,� • z z 1�3, s� _ zosz# �., 3 � M IV's C/1 H TTS -Cr-(`t3 / O HARBOR CONSULTING ENGINEERS, INC. 13 Seattle, Washington Phone: (206) 709-2397 www.harborengincers.com Scale: Sheet: City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director 4/1/2019 JESSE THOMASELLI 13531 43RD AVE S TUKWILA, WA 98168 RE: Permit No. D 15-0244 THOMASELLI RESIDENCE 13531 43RD AVE S 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 5/10/2019. 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 5/10/2019, 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, i Kandace Nichols Permit Technician File No: D15-0244 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director November 1, 2018 Jesse Thomaselli 13531 43`d Ave S Tukwila, WA 98168 RE: Request for Permit Extension #3 Permit Number D15-0244 Dear Mr. Thomaselli, This letter is in response to your written request for an extension to Permit Number D 15-0244. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through May 10, 2019. If you should have any questions, please contact our office at (206) 433-7165. Sincerely, kkl� Ripley Permit Technician File: Permit No. D15-0244 Tukwila City Hall - 6200 Southcenter Boulevard - Tukwila, WA 98188 - 206-433-1800 - Website: TukwilaWA.gov October 25, 2018 City of Tukwila Dept of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Number D15-0244 To Whom It May Concern: RECE ' QED OCT 29 ?0 18 0, ,MU NMrry NT I am writing to request a permit extension for my project at the above listed permit number. This extension will allow for the final corrections to sub -permits to be completed. As a self -performing homeowner, I have been dedicating nights and weekends to the other sub -permits and their corrections. As you know, these inspections do not progress the time frame of the general permit. The next permit inspection I will schedule are jfor Final Plumbing, Final Mechanical, and Final Electrical. for y time and consideration, 1353143rd Ave S Tukwila, WA 98168 206-930-3059 1 ue Re f 7 Request or Extensia. # � Current Expiration Date: Extension Request: YApproved for U days ❑ Denied (provide explanation) Signature, .nitials City of Tukwila { Department of Community Development 10/1/2018 JESSE THOMASELLI 13531 43RD AVE S TUKWILA, WA 98168 RE: Permit No. D15-0244 THOMASELLI RESIDENCE 13531 43RD AVE S Dear Permit Holder: Allan Ekberg, 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 11/10/2018. 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 11/10/2018, 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, Q Rachelle Ripley Permit Technician Fite No: D15-0244 6300 Southcenter Boulevard Suite #100 9 Tukwila, Washington 98188 9 Phone 206-431-3670 e Fax 206-431-3665 City of 4wila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director QD 4/2/2018 JESSE THOMASELLI 13531 43RD AVE S TUKWILA, WA 98168 RE: Permit No. D15-0244 THOMASELLI RESIDENCE 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 5/21/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206438-9350 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 5/21/2018, 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, @hWelle Ripley Permit Technician File No: D15-0244 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development -Jack Pace, Director November 9, 2017 Jesse Thomaselli 13531 43`d Ave S Tukwila, WA 98168 RE: Request for Extension #2 Permit Number D15-244 Dear Mr. Thomaselli, This letter is in response to your written request for an extension to Permit D15-0244. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through May 21, 2018. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D15-0244 Tukwila City Hall • 6200 Southcenter Boulevard + Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov October 9, 2017 City of Tukwila Dept of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Number D15-0244 To Whom It May Concern: I am writing to request a permit extension for my project at the above listed permit number. This extension will allow for arranging the remaining trade work. As a self - performing homeowner, I have been focusing on the interior trades, such as plumbing and electrical work. As you know, these inspections do not progress the time frame of the general permit. The next permit/inspection available to me is wall cover, and I will not be ready for that for quite some time. Thank you for your time and consideration, RECEIVED Jesse Thomaselli CITY OF TUKWILA 1353143rd Ave S OCT 10 2017 Tukwila, WA 98168 PERMIT CENTER 206-930-3059 — Request for Extension # Z Current Expiration Date: 4Z1 % Extension Request: Approved for days / ❑ Denied (provide explanation) Signature/initials • City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director 9/29/2017 JESSE THOMASELLI 13531 43RD AVE S TUKWILA, WA 98168 RE: Permit No. D 15-0244 THOMASELLI RESIDENCE 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 11/21/2017. 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 11/21/2017, 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, w0n�Rachelle Ripley Permit Technician File No: D15-0244 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 M City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director April 25, 2017 Jesse Thomaselli 13531 43rd Ave S Tukwila, WA 98168 RE: Request for Extension #1 Permit Number D15-0244 Dear Mr. Thomaselli, This letter is in response to your written request for an extension to Permit D15-0244. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through November 2, 2017. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Xw : r hellet Rip "p'ey Permit Technician File: Permit No. D15-0244 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: Tukwila WA.gov April 13, 2017 City of Tukwila Dept of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Number D15-0244 To Whom It May Concern: RECEIVED CITY OF TUKWII.-� APR 18 2017 PERMIT CEN TU I am writing to request a permit extension for my project at the above listed permit number. The reason for the extension is financial. Now that I've had a few extra months to save up for materials and labor, I will be ready to proceed with finding my next subcontractor. Their services will help progress me to the next inspection. Thank you for your time and consideration, Jesse Thomaselli 1353143rd Ave S Tukwila, WA 98168 206-930-3059 Request for Extension # /Current Expiration Date: Extension Request: 19 Approved for C F days ❑ Denied (provide explanation) Si nature/Initials / g �� City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director 4/3/2017 JESSE THOMASELLI 13531 43RD AVE S TUKWILA, WA 98168 RE: Permit No. D 15-0244 THOMASELLI RESIDENCE 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 5/2/2017. 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 5/2/2017, 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, Rachelle Ripley Permit Technician File No: D15-0244 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 9 Phone 206-431-3670 a Fax 206-431-3'665 ~ 1 A R C H E T Y P E Architecture/Planning/Interior Architecture 1020 1=` Ave. S., Ste. 300g Seattle, Washington 98134 December 15, 2015 TO: Rachelle Ripley, Permit Technician FROM: Lydia Aldredge, Architect RE Response to Correction Notice for Application # D15-0244 located at 13531 43rdAve. S. 1. See sheet A2 which documents existing construction of the garage and existing studio. 2. See submitted structural engineering calculations. 3. See submitted structural engineering calculations. 4. See deck and stair details on sheet A7. 5. See dimensions on sheet A3 and details of rise and run on 2/A7. 6. See typical wall section, 1/A7. 7. See square footage of new construction on sheet A3 CORRECTION LTR#_ (206) 779-8682 arch etypeseattl eCa)-gmai I .com 1 S7 '-- 0 a?—,' I' RECEIVED CITY OF TUKWILA DEC 15 2015 PERMIT CENTER City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director November 23, 2015 JESSE THOMASELLI 13531 43RD AVE S TUKWILA, WA 98168 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D15-0244 THOMASELLI RESIDENCE - Dear JESSE THOMASELLI, 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 NOTE) PLAN SUBMITTALS: (Min. size l 1x17 to maximum size of 24x36; 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" to be stamped and signed. [Electronic copies shall not be approved.] (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. The engineers plan sheet shows cross section references to details sheet A613; however the sheet A613 engineers details is a reduced sheet and does not have the engineer's wet stamp and signature. Please provide the details plan sheet A613 full size to scale with wet stamp and wet signature. Also refer to General Note above. 2. Some of the other details requested are missing from previous memo items # 5 for stair specification and deck ledger connections. The elevations do not show the deck new post. Please provide the missing details so all sheets are consistent. 3. Specify the source of heat for this space. Plumbing fixtures and pipes shall be protected from freezing. Show a fan provided for the bathroom. Type of heat source proposed shall be in compliance with 2012 Washington State Energy Code and 2012 IRC. Please Note: Plumbing shall require separate permit with full details of all plumbing and show where all plumbing shall connect to the existing plumbing system. Electrical and possible mechanical permits shall be required. 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. 6300 cn„ih,-on for Rnulovn-1 Ca to BIfd) a T,,1--;1- Li/ -,A;....,#— OQ1QQ - D7 ,...., 7/1.< 421 24-7n . c__.'Int 411 -- 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)433-7165. Sincerely, Rachelle Ripley Permit Technician File No. D15-0244 6300 Snuthcenter Raulevard ,Suite #100 • Tukwila Wachinvtnn 9RIRR • Phnnn ?06-431.367n a Fnr PERMIT REVISION -ROUND 2- COVER SHEET SITE ADDRESS: 13531 43Ro AVE S. TUKWILA, WA 98168 PARCEL NUMBER: 7340 6010 6303 HOME OWNER: JESSE THOMASELLI & EDEN YOURKOWSKI PERMIT NUMBER: D15-0244 INDEX OF DRAWINGS: Al- SITE PLAN A2- EXISTING STRUCTURES A3- PLAN VIEW A4- ELEVATION VIEW, WALL SECTION A5- FRAMING & FOUNDATION PLAN A6- WALL SECTION A6B- NOTE DRAWING DETAILS PROJECT DESCRIPTION: THIS PROJECT WILL ENLARGE AN ALREADY EXISTING ARTIST STUDIO SPACE ABOVE EXISTING GARAGE. RECEIVED CITY OF TUKWILA PERMIT CENTER CORRE T10N NOV 1.2 2015 LTR# 0,114Ll LETTER OF INTENT The intended use of the studio space described in the plans and notes contained within is for personal use by the homeowners, Eden and Jesse Thomaselli. This space will not be the site of any public meetings, transactions, or gatherings, nor will it be the site of any business or point of sale. The space will not be used as the site of any home occupation, per TMC 18.06.430 The intended use of the project is as an artist studio. It will be a space for the owners to create works of art, as a personal rehearsal space for performance art, and for storage of art supplies and other equipment. Per TMC 18.10.140, the project will not be used as a detached accessory dwelling unit. RECEIVED CITY OF TUKWILA CORRECTION NOV 12 2015 LTR#___�__._ t) I Sw- D *ZJI J4 PERMIT CENTER City of Tukwila Department of Community Development September 30, 2015 JESSE THOMASELLI 13531 43RD AVE S TUKWILA, WA 98168 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0244 THOMASELLI RESIDENCE - 13531 43RD AVE S Dear JESSE THOMASELLI, Jim Haggerton, 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 NOTE) PLAN SUBMITTALS: (Min. size l 1x17 to maximum size of 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All plan sheets and the front cover of structural calculation produced by a Washington State licensed architect, structural engineer or civil engineer shall have on those sheets original wet stamp with wet signatures. (Electronic copies shall not be approved.) (BUILDING REVIEW NOTES) 1. The plans shall require some clarification to show as built prior to this construction remodel. The existing ground floor was not clear as to what specifically exist and what shall be removed. The as built shall clearly show and specify all that is removed to prepare for new construction. 2. The increased height of the structure shall require structural engineering for lateral and vertical loads. Specifically the additional lateral loads at garage door side wall panels. Also the cantilever deck framing shall require specific details for structural framing to include methods of flashing and sealing around where the joist extend out, the type of materials and show cantilevered joist shall be designed and constructed to resist uplift resulting from the full live load specified in Table R301.5 acting on the cantilevered portion of the deck. Engineering calculations shall include beam sizing, joist sizing and roof construction. Engineer shall specify shear wall bracing with wall tie downs with floor wall sheathing fasters specified and detailed on the plan. 3. Engineer shall verify the existing foundation and base framing is sufficient to meet increased loads for the new building addition. 4. The deck framing, to include exterior stair framing, shall require more specific details specifying mechanical fasteners, hardware and materials or exterior construction. Details shall specify methods of fastening for post connections for guard rails to include stair support stringers and landings. The shed roof over the porch shall require specific construction framing/connection details. Details shall specify all flashing at roof and deck to wall connections. 5. Provide dimensions for the stair rise and stair treads. Stair construction shall comply with IRC R311.7 & R311.7.5. Provide dimensions for landings and decks. Provide all other missing dimensions on other building details. 6. The new spaces shall be insulated and sealed to meet current energy codes. Floor shall be R-30, walls R-21 and 6300.Cnuthcanter RnILIPVnr/1.C1/itG #lnn • Tukwiln Washin.oton 98IRR • Phnnv 206-431-3670 • Fnr 2n6-431-3665 roof attic R-49 and shall be specified on the plan. Roof framing shall show specifications that provide for attic ventilation. 7. All plumbing fixtures and pipes shall be protected from freezing to include any plumbing inside the unheated garage. Plumbing supply, drain -waste -vent shall be shown on a plumbing plan and shall specify point of connections to existing systems. 8. I could not see the access to the attic loft. Please clarify with details. 9. The wall elevation on sheet A6 shows the wall specified as a scissor truss, I assume this to be 2x6 wall framing. Please clarify notes. Also specify trusses to be manufactured engineered trusses. Include roof pitch. 10. Provide square footage of each space i.e. garage, loft and studio. 11. All construction and framing shall comply with current 2012 IBC, IRC, IMC, UPC, IEC and Washington State Energy Codes. PLANNING DEPARTMENT: VALERIE LONNEMAN at (206)433-7140 if you have questions regarding these comments. 1. Please provide a written explanation of the intended use of the space. Per TMC 18.06.430 Home Occupations are not permitted in detached structures. Additionally, TMC 18.10.030 prohibits detached Accessory Dwelling Units. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) 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 accented through the mail or by a messenger service. If you have any questions, I can be reached at 206-433-7165. Sincerely, Rachelle Ripley Permit Technician File No. D15-0244 6300 ,Snuthrenter Rnulevnrrl ,Suite #)nn • Tukwila Washington 9R1RR • Phnne 206-431_367n a Fnr 2t16_d31_?F,(5 & PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0244 DATE: 12/15/15 PROJECT NAME: THOMASELLI RESIDENCE SITE ADDRESS: 1353143 AVE S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: N PM G Building Division Public Works ❑ Fire Prevention ❑ Structural ❑ Planning Division Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 12/17/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01/14/16 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 1 vl 8/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0244 DATE: 11/12/15 PROJECT NAME: THOMASELLI RESIDENCE SITE ADDRESS: 1353143 AVE S Original Plan Submittal Revision # X Response to Correction Letter # 1 Revision #, before Permit Issued after Permit Issued DEPARTMENTS: OWL hki III11 Building Division Public Works ❑ V� lw - Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 11/17/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/15/15 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 HERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0244 DATE: 09/23/15 PROJECT NAME: THOMASELLI RESIDENCE SITE ADDRESS: 1353143RD AVE S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Fire Prevention y lanni n �.4 � g Division Plrk4—Public Structural Permit Coordinator ® ❑ ❑ PRELIMINARY REVIEW: DATE: 09/24/15 Not Applicable ❑ Structural Review Required ❑ (no approval review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/22/15 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 i City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.Tukwi]aWA.aov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number:426!�:��� Response to Incomplete Letter # %`� 0�-�1�-( Response to Correction Letter # ` MM Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Addre Contact Persoi Summary of Revision: r� PERmiT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: J�J-- Entered in TRAKiT on 2, 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 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: N b y I O t L011 Plan Check/Permit Number:D 15-0244 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: THOMASELLI RESIDENCE Project Address: 13531 43RD AVE S Contact Person: JESSE -1"i OPtkSE-q Phone Number: ?sv% —1330 Summary ofRevision: / Z..vKd A RtM &\J`l -1Y1CW�—4C1.1JUr,11 0A1*-,q i ne ens CM OF tUK\&qL.A 1- A ���ttY r�n�ER Sheet Number(s): A 1 - tt Z , /t � A1—( , A,5 (fu1/V5PJ) A(, kevis-ej) "Cloud" or highlight all areas of revision including date of revision c Received at the City of Tukwila Permit Center by: Entered in TRAKiT on W:\Permit CenteffemplatesWormARevision Submittal Pormdoc Revised: August 2015 �N v!�►?.. qs Permit Center Buildin Division "" CITY OF TUKWILA 2o6 431-3670 / g o' 0 Department of Community Development Public Works Department 0 6300 Southcenter Boulevard, Tukwila, WA 98188 2o6 433-0179 `�''• i = Telephone: (2o6) 431-367o FAX (2o6) 431-3665 Planning Division * 1908 E-mail: tuknlan@ci.tukwila.wa.us 206 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: — N-4-1 STATE OF WASHINGTON) ) ss. COUNTY OF KING ) e5Sle I t D k ASE L-w , states as follows: [please print 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.ogo applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number �, and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. BRp46; `h� O er/Own is Agent* J 04b%ON toy, i �1= Aft). '00, �S S i s0 N: i • ` s Signed and sworn to before me this i N lie s` o= K 1-- day ofJ 20. /�1tF or W A5 !$; NOTARY PUBLIC in and for the State of Washington c Residing at V,—, AA , Country Name as commissioned:,�,��t/l 9My commission expires: 18.27.ogo Exemptions. The registration provisions of this chapter do not apply to: i. 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 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; io. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who. holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an .electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. * Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. Site Plan 1/1611 = 11-011 Legal Description: Riverside Interurban TRS S 150 feet of N 350 feet less POR LY NELY of 42nd Ave. S. & W of E line of NW 1/4 of 15-23-4 APN: 7340601063 Lot Coverage Lot Area: 41,550 SF Area of exist. house and deck: 1,208.5 SF No change in lot coverage MY 1,020 43rd Ave S. I %J %J %J I —T %.I I U 1-1 V lu. Tukwila, WA 98' Archetype, Inc. 1020 1st Ave. S., Seattle, WA 981 206-779-8682 Issued December 8, 2015 E�Wi QV1111170M I EVER Plan -rjvl*ew cjowc;o-!► i!z tT?0 violet;("I �X. of approved''hic,"d Copy rid co;-, BY: Date: of T FKZ" P iT "I"vt L: t_1 F1 , E 0 U i i� -1 E D F LI IW-bhanlcai Mcctrical Plumbing Gas Piping Cl-'Ly of Tukwila U"Ll-` ' `- DIVISION I �Vlsq I ON V AY 10 2M REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 00 2015 ho 70 City of Tukwila BUILDING DIVISIONj 44163 U � EGISTERED REVISIONS A EPT No changes -shail he mndn to tho scol )a of work wiffiotiit pdot approv,?I of TWo,vila Bo",ding Div,4_ion. SA LAD ALDR D STATE OF WASHNGA C r. j rc, a i:, do a dl�', t i o na I p! a r i Upper Floor Plan: Existing 11-11.011 1/4 - up 18'-04" s z nd anding exi st. 2 K10 loorjois s @ 12" o.c. 5-1/8" x 13-1/2" exist. beam Exist. 4' concrete slab Garage 4"x12" exist header Ground Floor Plan: Existing 1/411 = 1 1-011 1 I IVI I IAJG111 VIUIdIV 13531 43rd Ave. S. Tukwila, WA 98168 1020 1st Ave. S., # 300( Seattle, WA 98134 206-779-8682 RECEIVED CITY OF TUKWILA DEC 15 2015 PERMIT CENTER Issued September 18, 2015 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 '2015 City of Tukwila BUILDING DIVISION 4416 FrE- C, is, T D 1 fig l ' LYDI S��F DLUY40 A.ORFoO ;ST, E OF WASf*INGTQ Door Schedule Symbol Size Type Hardware Two panel paint grade door Schlage "Plymouth" style O 3'-0" x 6'-8" solid core door keyed lockset U = .46 oil rubbed bronze Single panel Schlage "Plymouth" style 2 O 2'-4" x 6'-8" paint grade door privacy set oil rubbed bronze Two panel Schlage "Plymouth" style O 1'-6" x 6'-8" paint grade door passage set oil rubbed bronze Single panel Schlage "Plymouth" style ® passage set 2'-0" x 6'-8" paint grade door oil rubbed bronze Milgard fiberglass Milgard integral hardware O 10'-0" x 6'-8" double slider door oil rubbed bronze O 0 0 a �gwb ceiling @ 7'-3" O Storage Loft above O O (sloped gw ceiling O O Upper Floor Lighting Plan 1/491 = 1 1.011 electric subpanel Garage 4"x12" exist header Garage Floor Plan 1/491- 11.011 Garage area: 331SF 0 I N V,O, Lighting Schedule Symbol Lighting Fixture O 5" dia. LED surface mounted light fixture OSurface mounted compact fluorescent light fixture Juno track with WAC track lights Wall sconce ® Panasonic exhaust fan/light unit, 100 CFM OSmoke detector hardwired to electrical panel exterior wall mounted sconce S Switch s3 Three-way switch d Dimmer switch 1 V-2'' L ATOT"M a 9 re� 4 R EX East-West Section at Loft 1/411 = 11.011 0X0 Storage Loft Floor Plan sni1/411 - 11.011 Storage loft area: 95SF Thomaselli Studio 13531 43rd Ave. S. Tukwila, WA 98168 1020 1st Ave. S., # 300g Seattle, WA 98134 206-779-8682 RECEIVED CITY OF TUKWILA DEC 15 2015 PERMIT CENTER Issued September 18, 2015 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2015 City of Tukwila B G- I I � r , AR !T�' LYD NDL ND ALORMM .ST E OF WASH.INGT N 12,000 BT North Elevation 1/411 = 1 '-0" I� � South Elevation 1/411 = 1'-011 oil West Elevation 1/411 = 1 1-011 .QJ: East Elevation 1/411 = 1 '-011 Thomaselli Studio 13531 43rd Ave. S. Tukwila, WA 98168 1020 1st Ave. S., # 300g Seattle, WA 98134 206-779-8682 Issued September 18, 2015 Window Schedule Symbol Size Type Glazing Vinyl frame U = .30 A 3'-0" x 4'-0" Slider window Low E glass NRC Certified Vinyl frame U = .30 B 5'-0" x 4'-0" Slider Low E glass NRC Certified Vinyl frame U = .30 C 2'-0" x 2'-0" Casement window Low E glass NRC Certified Vinyl frame U = .30 D 2'-0" x 2'-0" fixed window Low E glass NRC Certified Vinyl frame U = .30 E 1'-6" x 2'-0" Casement window Low E glass NRC Certified Vinyl frame U = .30 F 2'-0" x 3'-0" fixed window Low E glass NRC Certified Crystallite U = .30 G 2'-0" x 3'-0" ventilating skylight Low E glass NRC Certified (RECEIVED CITY OF TUKWILA DEC 15 2015 PERMIT CENTER a REWE' VVED FOR CODE COMPLIANCE APPROVED DEC 2 3 2015 City of Tukwila em nimr. nnn-cmnK, Typ. H A6 17 T Typ. 4x8 DF#1 beam See Typical Exterior Wall _ _ Construction note, typ. 2x8 F#2 rafters 4`% (24" O.C. A6 P.T. 8 cont. edger 4x8 DF#2 header at LN LL l� Attic Tr sses @ 24" o.c. co a) 5/8" CDX roof sheathing per Roof Sheathing note 0 00 x v' t Scissor Trusses @ 24" o.c. ` a) a) m aD as a� U_ U_ ----- — ---- 4x8 D #2 header---------- 1 -side plywood per shearwall schedule ns Roof Framing Plan 1/411 = 1 1.011 TYPICAL EXTERIOR WALL CONSTRUCTION (unless otherwise noted) 1. Sheathing: 1/2" plywood or O.S.B., exterior side, blocked, Nail with 8d@ 4" o.c. all edges and 12" o.c. field. 2. Bolt sill plate to concrete with 5/8" dia.x 10" anchor bolts @ 32" o.c. 3. Nail bottom plate to framing below w/ 16d @ 4" o.c. 4. Fasten double plate to joist or blocking above w/ A35, A35F, LTP4, or A34 clips @ 16" o.c. SHEAR WALL SCHEDULE F_______1 Indicates shear wall with plywood one side: 1. Sheathing: 1/2" plywood or O.S.B., one side, blocked, Nail with 10d@ 3" o.c. all edges and 12" o.c, field. 2. Bolt sill plate to concrete with 1-5/8" dia.x 10" anchor bolts @ 24" o.c. 3. Nail bottom plate to framing below w/ 16d @ 3" o.c. 4. Fasten double plate to joist or blocking above w/ A35, A35F, LTP4, or A34 clips @ 8" o.c. SHEAR WALL NOTES 1. Install 3"x3" x 1/4" plate washers on all anchor bolts. 2. Abutting panel framing members, studs and blocking shall be 3x or 4x thick minimum. TYPICAL FLOOR SHEATHING 3/4" Mg, CDX plywood, Index 40/20, unblocked, laid up with face grain perpendicular to framing below, stagger end joints. Nail as follows: Diaphragm boundary and over exterior walls and shear walls: 8d @ 6" o.c. all supported edges: 8d @ 6" o.c. Field: 8d @ 12" o.c. TYPICAL ROOF SHEATHING 5/8"CDX plywood, index 32/16, unblocked, w/ face gain perpendicular to framing below, stagger end joints. Nail as follows: Diaphragm boundary and over exterior walls and shear walls: 8d @ 6" o.c. all supported edges: 8d @ 6" o.c. Field: 8d @ 10" o.c. Typ. @ dbl. top o place splice A7 Typ.ns 1-side plywood per shearwall schedule �c gy Main Floor Framing Plan 1/411 = 1 '-011 ----------- I 1 I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I 1 I I existing 6" conc. foundation wall -----------------------------� I I ---------- I I I I I I I I I I I I I I I I existing concrete slab I I on grade, typ. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IL----------------- I I I I 1 I I I I ------------------� Foundation Plan 1/411 = 1 '-011 Indicates HTT5 holdown 1 1 1: t-z.0 conc. -ebar :om 3Q post base Est cap Typ. 4" CDX plywood floor ieathing per floor sheathing )te plywood per wall schedule existing 8"x16" conc. footing Thomaselli Studio 13531 43rd Ave. S. Tukwila, WA 98168 1020 1st Ave. S., # 300g Seattle, WA 98134 206-779-8682 Issued June 1, 2015 1Q Issued June 1, 2015 SPECIAL INSPECTION SHALL BE REQUIRED TO VERIFY DRILLED HOLE PREPARATION AND CLEANING, PRIOR TO INSTALLATION OF EPDXY AND RE -BAR (OR IF APPLICABLE) INSTALLATION OF WEDGE ANCHOR BOLTS. INSPECTION VERIFICATION SHALL BE INCLUDED WITH CONCRETE INSPECTIONS. ANCHOR BOLT INSPECTIONS MAY BE INCLUDED WITH FRAMING INSPECTIONS. 1� 7 7 ;e Y S RECEIVED CITY OF TUKWILA DEC 15 2015 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2015 city of Tukwila BUILDING DIVISION 4416 PEGISTERED A Hl CT L AN UND ALDRED E `ATE OF WASHiNOTO J�1M1a5ON f /TT5 NOLt>CJv4'N ANCt,'+�E' V/f R6 Via' MA1L5 2- 2x .57V-0-6 �/rh��j {�a3/•g•`! MIN. fKTo_ xfSYi'v�j C VC; VV/ claal EX157: 40AIC. �'aOTON�' % HOL- CaOWN TKO .. rX1..�"` - V .. . - A- .16 4 ....... ....... -::..... ........... . . `Jlwi4X 3^ 77 ,. t I .. .. . i ' I nl � ✓c�.;.� .� r. �... ✓J 7s' �f'r�5" C'LlP G/ GC7�' ;� G!•..�'%.1' �,,'� :... .> ..: ¢ - �GliG.d!'�� 1,r" /may— �F. 7 Y! r4 CJ/Y •! r ICJ/ FLOOR JOIST PER PLAN- CONTINUOUS Rim JOIST PER SCHEDULE. NAILING JOIST HANGER P.T. 2x3 LEDGER W/ 4-16d AND '-1 2'0x4' LAG SCRE`+! @ 1 o O•C. ..... A. FZE� PZAN • ice° � !�"o. �. � � - 1 ; ! e %R/MM�R �57UL75 s7vv - ! rn 7"R/Mrs R 177JL7 � - A7- NrN C 4 PLY' -=-VGj ' MA /L /nib' .2 � BLOCK W14 VENT, >0-/0L Fs AS LcC3:»�' �641L ING B�"LC7S�! ��'>QJ' l7Tfd�R 77�L.cSS PL Y f t 7-,4Lam. H 5�'LiC fF Nfi1L TOf LA7'ES AS SHOWN � ALL X7"E�1CJfc' WIALL.5 ! 5r-!F4IT VG4LL6 . FLc7C@ LEVEfL. 04Nl7 GO Pfi'ooC =. EL-j5' VA7'101%1 Ar Ar ,. .a777 oz Je'l"P % x �2 PxF f hJ ✓ ih vp 'S1%J7 1 ,1 t41 s" 'f.:. Nt&`y r�t WALL. R A, M57- Q FILL ALL NOL� S swf NAILS F41F" . ,e-.e r Srur�s CA. A CIIL470 EriN r$'�Y4YAOc'iL7 .� ZZZ9E NA%L i-LYW4100 51-VHAR ; WALL TO t7CX�8L � STU1�f7]i ' I NOT, 1 4*Ea` M-AIV,5 Ac NC/M` 11` 019;-- t 7v1 7� _.NC L,1�0Wh! A7- =L0C INT :E. Thornaselli Studio 13531 43rd Ave. S. Tukwila, WA 98168 Archetype 1020 1st Ave. S., #300g Seattle, WA 98134 (206) 779-8682 Issued December 8, 2015 RECEIVED CITY OF TUKWILA DEC 15 20;5 PERMIT CENTER 411►n q •4L's�a n REVIEVVt- FOR CODE COMPLIANCE APPROVED DEC 2 3 2015 City of Tukwila 9U11 DIVISIOi� 4416 REGISTERED STATE OF Ili Stair guardra tread nosing 4" x 4" wove r 10" stair treat 7" stair risers P.T. 2x12 stc- Connect p.t. concrete w/ anchor nails New 18"x12" conc. pad TSection @ Exterior Sta ill= 1'-0" New 4x4 post New decking New 2x8 rim j( 1/2" dia. mach or threaded ro, nuts and wash (:3Deck Po lit = 1 1-011 at, 11 ir (:2Typical Wall Section 1 If = 1'-0" TION @ 24" O.C. J w/ 151 b r. composition itectural grade ;TION @ 24" o.c. )d w/ 151b -di-plank 6" -21 batt insulation 'OTION match exist. plywood subfloor )e "X" gwb ng assembly Exist. grade ills as required ion on wall RECEIVED CITY OF TUKWILA DEC 15 205 PERMIT CENTER N 13531 43rd Ave. 'Tukwila, WA 9816 Archetype 1120 1 st Ave. S 304 Seattle, WA 98134 I R5016TOT61IN AlRevised November 1, 2015 A2 Revised December 8, 2015 `Xk KtVIF-VVED FOR CODE COMPLIANCE APPROVED DEC 2 3 2015 Qty of Tukwila FEUILDINO DIVISION 4416 REGISTERED A ECT L AND NO ALDRED E ATE OF WASHINGT N