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Home My WebLink AboutPermit D17-0028 - CHOIX RESIDENCE - 2-STORY ADDITIONCHOIX RESIDENCE 4238 S 164 ST D17-0028 Parcel No: Address: Project Name: 0 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 DEVELOPMENT PERMIT 5379800650 Permit Number: D17-0028 4238 S 164TH ST CHOIX RESIDENCE Issue Date: 6/29/2017 Permit Expires On: 12/26/2017 Owner: Name: Address: Contact Person: Name: SEWELL SAMUEL S & MARY L 4238 S 164TH ST, TUKWILA, WA, 98188 DON ATWOOD Address: 5416 CALIFORNIA AVE SW , SEATTLE, WA, 98136 Contractor: Name: Address: License No: Lender: Name: ANTONIO CHOIX Address: 19421 141ST AVE SE , RENTON, WA, 98058 OWNER AFFIDAVIT ON FILE 111 Phone: (206) 935-2712 Phone: Expiration Date: DESCRIPTION OF WORK: 2 STORY ADDITION TO EXISTING SFR ATTACHED GARAGE PUBLIC WORKS ACTIVITIES INCLUDE EROSION CONTROL, STORM DRAINAGE AND DRIVEWAY ASPHALT PAVEMENT.. Project Valuation: $169,352.64 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $3,990.94 Occupancy per IBC: R-3 Water District: HIGHLINE 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: 2014 2014 2014 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: Pia-c;d9 1 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. 1 am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: IPJ , 5 Nnhio rh CCS (b Chnfk Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 2: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 3: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. (City Ordinance #2435) 1: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 4: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 5: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 6: ***BUILDING PERMIT CONDITIONS*** 7: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 8: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 0 0 9: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 10: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 11: 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. 12: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 13: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 14: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 15: All wood to remain in placed concrete shall be treated wood. 16: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 17: 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. 18: 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. 19: 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. 20: 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. 21: 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). 22: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 23: 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. 24: 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. 25: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 26: ***PUBLIC WORKS PERMIT CONDITIONS*** 27: Call to schedule mandatory pre -construction meeting with Dave Stuckle, Public Works Inspector, (206) 433- 0179. 28: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 29: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-424-5555. 30: Permit is valid between the weekday hours of 7:00 a.m. and 5:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 31: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 32: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 33: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify Public Works Inspector before 12:00 Noon on Friday preceding any weekend work. 34: Any material spilled onto any street shall be cleaned up immediately. 35: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 36: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 37: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 38: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 39: It is strongly recommended that storm drainage designs be prepared and stamped by a Washington State licensed engineer. Otherwise, the owner assumes liability for the design and any subsequent related damages. 40: The property owner is responsible for the maintenance of its storm drainage system and, for this purpose, shall have a maintenance plan in place and the responsibility for maintenance assigned prior to Public Works final. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 5000 CURB, ACCESS, SDW 0610 ENERGY EFF CERT 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0608 PIPE INSULATION 0401 ROOF SHEATHING • 0603 ROOF/CEILING INSUL 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 0412 UNDERFLOOR FRAMING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No Project No. _ Date Application Accepted:'.- Date Application Expires: (For CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted throw?: the mail or by fax. **Please Print** SITE LOCATION Site Address: King Co Assessor's Tax No.: 5 1 go - 06,90 Tenant Name: PROPERTY "OWNER I Name: 7."/4719n 70n 10 p c Addres/c74,1 H &w City: re40.4 74,h1 State: / ,p Zip: 9 CO\YA :T PERSON :person receiving all project', ' 4 c-onmiunicatien '•r .-" szz" . _ . Na nre: iV 164-7749.> Address 6 /' 1. /(t ‘it, City: 77IC— State: cua Zip: q.8/3� Phone76,10 q35- '7aax: Address: Email: A �„ " ,,,, .671,4.4 4_, , cvUAd GENERAL CONTRACTOR INFORMATION; i '.y," 2- . Company Name: 7:4.9 ' t ',• Company Name: Engineer Nanie: Address: Architect Name: Address: State: Wiry: State: State: Zip: Phone: Fax: Phone: Fax: Contr Reg No.: Email: Exp Date: Tukwila Business License No.: iApplications\Fonns-Applications On LineV2011 Applications\Permit Application Revised - 8-9.1 I.docx Revised: August :'011 bh Suite Number: Floor: New Tenant: ❑ Yes ❑..No ARCHITECT OF. RECORD ';: ' t ',• Company Name: Engineer Nanie: Architect Name: Address: State: Address: City: State: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD - ' 7 : �, 4, Company Name: Engineer Nanie: Address: State: Zip: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISS117ED,(rqutred for projects $;000'or._ t greater per RCW 19.27.095). `T„y'•'rr„, :.101: s ; " •. Name: Uk Lrtrr---- Address: City: State: Zip: Page 1 of 4 I BUILDING PERMIT INFORMATION - 206-431-3670 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ Describe the scope of work (please provide detailed information): 7wm briga`f ,d-Gbtr 7/ op:t ?cam /At( J Will there be new rack storage? ❑ Yes 14.. No If yes, a separate permit and plan submittal will be required. Provide'All,Buildii gAieas in Square Footage Below 4,g , » g ag_ V-,'., v t . Ar r ' p Existing , sa , , — € tic In Remodel •.., Anterior mode :.,'Addition to 'Existing ruc u Structure t New 3 z .r ;'Type of 4' i -Construction per .'�'s .,a `'IBC . , ' , Type of • i Occupancy per .7 `-ABC i'Floor' ,.% . ` oar - ISI vd \fe3 P3 2 Floor t t /A / Z 246..2-`7GJ / '- �i i�� ri Floor Floors:;-1_.e„thrui: t.µ - .•rt tom.' : } r,,' qt r3ater.}ent -fid `^ Accessory Structitie* Amahe3 Garage x r I , / Detached Garage ; �' . � ' 3 ,' Attached Carport °t ,), , DetachedCarport Covered Deck Unco'ered 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: ((Q Z t4 ,o Lot Area (sq ft): C>dri Floor area of principal dwelling: 14-• 15 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: Z Compact: r Handicap: Will there be a change in use? ❑ Yes /6 No if "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm 14 None ❑ Other (specify) �Y 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 II " 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. i::`.Applications\Forms-Applications On Line\20I 1 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 sr, Page 2 of 4 13IIC! OI S -P Scope of Work (please provide detailed information): gel J+CY. 14—p ,. —rte �1rP17 Call before you Dig: 81i Please&refek to Public<.Works Bulletin #1 for fees and estimate sheet. Water District �] ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided ❑ .. Highline Sewer District Z1 ...Tukwila ❑...Valley View ❑ .. Renton 0 ...Sewer Use Certificate ❑...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle otic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report ❑ ...Bond 0 .. Insurance 0 .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right -of --way Use - Nonprofit for less than 72 hours 0 .. Right-of-way Use - Profit for less than 72 hours 0 ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill = Right-of-way ❑ Non Right-of-way 0 El ...Total Cut %5 cubic yards ❑ .. Work in Flood Zone O ...Total Fill -- cubic yards 0 .. Storm Drainage 0 ...Sanitary Side Sewer 0 .. Abandon Septic Tank 0 .. Grease Interceptor ❑ ...Cap or Remove Utilities 0 .. Curb Cut ❑ .. Channelization 0 ...Frontage Improvements 0 .. Pavement Cut 0 .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑I ...Backflow Prevention - Fire Protection Irrigation ,f Domestic Water " ...Permanent Water Meter Size... WO # 0 ...Temporary Water Meter Size.. WO # Ei ...'Water Only Meter Size WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private ❑ 0 ...Water Main Extension Public ❑ Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) LII ...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: Citi State Zip H:'•Applications\Forrca-Applications On Line \ 2011 Applications\Pern ii Application Revised - 8-9-11.docx Revised: August 2011 bb Page 3 of 4 PEkiciCiTAPPLICATIO* Value of Construction — In all cases, a value of construction amount should be ented 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. B )11 DING OWNIR OR A ' . 1 '#' D AGENT: .101.401 42—f1(01 I 1 Signature: Date: Print Name: 1-0.ex-4:7 Day Telephone: 7-€)& .55 - '2110 - Mailing Address: '641, o6C•Llp Ave cie) City H741.pplicationsTonns-Applications On Line \2011 ApplicationsTertnit Application Revised - 8-9-11.docx Augusi 2011 611 uovt. it a State Zip Page 4 of 4 DESCRIPTIONS PermitTRAK. ACCOUNT QUANTITY ;.. I PAID $1,094.17 D17-0028 Address: 4238 S 164THQST Apn:;5379800650_ $1,094.17 DEVELOPMENT $1,061.99 PLAN CHECK FEE R000.345.830.00.00 0.00 $418.36 PERMIT FEE R000.322.100.00.00 0.00 $643.63 TECHNOLOGY FEE $32.18 TECHNOLOGY FEE R000.322.900.04.00 0.00 $32.18 TOTAL FEES PAID BY RECEIPT: R12403 $1,094.17 Date Paid: Friday, September 22, 2017 Paid By: MARIA OCHOA Pay Method: CHECK 21924 Printed: Friday, September 22, 2017 3:11 PM 1 of 1 CriliNSYSTEMS a 0co ▪ 2. •• o P 0 0 N 00 00 -00 -0E8 -SVC -000U r Z o 33A N33'H: 33A111%13d m ✓ h r 0 0 m Z 1 0 c s;uawwo3 0 0 1.1760` L. :pa.Jet' Li606 :an 0 0 vo0 0 0 in Y 3 0 C s g Olga awoH talPoW ao 0 �1 3b1 is112k....LIM n rJIJ! I 3 Cash Register Receipt City of Tukwila Receipt Number R14835 DESCRIPTIONS PermitTRAK I ACCOUNT QUANTITY s PAID $363.08 D17-0028. Address: 4238 S 164TH ST Apn: 5379800650 $363.08 Credit Card Fee $10.58 Credit Card Fee R000.369.908.00.00 0.00 $10.58 ' PUBLIC WORKS $350.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 : ' $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $50.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $50.00 TECHNOLOGY FEE $2.50 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R11835 R000.322.900.04.00 0.00 .;'1 $2.50 $363.08 Date Paid: Thursday, June 29, 2017 Paid By: ANTONIO C OCHOA Pay Method: CREDIT CARD H17604 Printed: Thursday, June 29, 2017 4:16 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $2,242.46 D17-0028 Address: 4238 5 164TH ST Apn: 5379800650 $2,242.46 DEVELOPMENT $2,135.89 PERMIT FEE R000.322.100.00.00 0.00 $2,131.39 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $106.57 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R11456 R000.322.900.04.00 0.00 $106.57 $2,242.46 Date Paid: Wednesday, May 10, 2017 Paid By: MARIA CHOA Pay Method: CHECK 13061 Printed: Wednesday, May 10, 2017 12:48 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $1,385.40 D17-0028 Address: 4238 S 164TH ST Apn: 5379800650 $1,385.40 DEVELOPMENT $1,385.40 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R10840 R000.345.830.00.00 0.00 $1,385.40 $1,385.40 Date Paid: Thursday, February 16, 2017 Paid By: DON ATW00D Pay Method: CHECK 123 Printed: Thursday, February 16, 2017 10:54 AM 1 of 1 CSYSTEMS 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 Zj7 - cols Project: 6,`-/-6/A1 3/4a/ar- Type of Inspection: , ie.i,t y c 7T Address: 9236 5, icy/ Sr; Date Called: Special Instructions: �4Gy cce,17- giiii-PiNd- /YAL Date Wanted: / -217 a. iota. Requester: Phone No: Approved per applicable codes. E1 Corrections required prior to approval. COMMENTS: off - 7 UIL C fmkL OP") 77661/Gower VP W /Vett . aJcR'<5 Pi NAL 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 lots_ Retain a copy with permit DI 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: al°, k Type of Inspection: SUILbiN( F1h(A-1._. Address: 'I236 5, WITH S„, Date Called: Special Instructions: Date Wanted: I -2 -(.e -ie a.m` p.m. Requester: Phone No: Approved per applicable codes. RCorrections required prior to approval. COMMENTS: /tom, /1/0 4-CCF5 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 D7- ocae. Project: c'/ / k R,fs/.1)EmeE Type of Inspection: Address: 1I2-38 Si /byA sT Date Called: Special Instr ctions: Roo c0UAG i� ®-7T//6Y/? 813/RD � Date Wanted: //-1,47 a.m.m p.' Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. CO MENTS: Old LLI11( IN OA -77 CSS 4s 156/11 Inspector: 0-5 Date: //7/7/1/7 /7/,/ 7 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 Project: CHO/ x R.107 D ec Type of Inspection: ? %k/G• Address: / i -b 1/238 S it Date Called: Special Instructions: Date Wanted: -y `/_l_I / a.. p.m> Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: tsf� FRAMIN6 Inspector: Date: 11 -/-/ 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: G'/7kV, ' AirSi k71/e - Type of Inspection: iaiy-t- msvi. t -77-C Address: 9238 E. /yr,y 87 Date Called: Special Instructions: Date Wanted: Requester: Phone No: ll )CI Approved per applicable codes. E Corrections required prior to approval. COMMENTS: 1/L1/N5V i CdA% Inspector: Date: r7 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 D/7- o028 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: L /,X ,e0si,DwC" Type of Inspection: , .DOR iii.sval-77oN Address: Date Called: Special Instructions: Date Wanted: Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: L ^/�,, �/ Tom' 7 Q [/ 1�-� v (44t�` Inspector: �-S Date:// /7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (o) 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 b 17 -oaf Project: CA019( k sw OEv E Type of Inspection: PIPE /NsUI..R)/ef Address: q23 S 16/4 - 277 Date Called: Special Instructions: Date Wanted: /// #:—/-/ 7 Com. ". Requester: Phone No: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 4*- PiPtz Inspector: Date: ///`/, REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 4)17- coZ 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: CUCi X R6/sfDD&)C Type of Inspection: /e/1 -14i M Address: 1236 S /691*STT Date Called: Special Instructions: Date Wanted: lo -3"17 ��_;,-. '. i Requester:. Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: icy Inspector: 5, Date: /D 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 D17-0028 Project: CHOP( RES) D,EAJ Type of Inspection: -1./i-2.1 N6 -- Address: 112- 38 Si 6 TK -;-7 Date Called: Special Instructions: Date Wanted: God -17 _ a. c-. Requester: Phone No: Approved per applicable codes. L Corrections required prior to approval. COMMENTS: GIC - CLA2, N6- Inspector: 6 Inspector: • Date: /45-Z647 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 1)17-a Project: Cill✓iX geSi6r 0 Type o pection: / '17N Di -I, Address: 1/1 ' s e/P1 Ste" Date Called: Special Instructions: Date Wanted /..0 7 a.m. Requeste . Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: es - .Dp fl N s Inspector: Date: /6_0 7 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 1)j'1- &ZS Project: C bi Y. acitaWC Type of Inspection: O AI- cl+tA /Af Address:,� Lj % 5 /61,7 Sr Date Called: Special Instructions: - Date Wang f 70/ '7 a.m. .11. Request r: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. 6300 Sou Permit Inspection Request Line (206) 438-9350 INSPECTION RECORD Retain a copy with permit XI7 -662•15 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION thcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Project: Cti X 2,t- :. Type of Inspection: OAt 41/d6 ./ae Address:// qz b l6gVJ $ — Date Called: - 1 Special Instructions: •Date Wart f5- /1 <'014A a.m. Request A' ' AIA.fiZA00 Phone No: 266 qqt 3 �.-1 b ElApproved per applicable codes. Corrections required prior to approval: COMMENTS: I AM rt. a -C. 1C -W Ai • ',.. .efi S 0 Al$/T <'014A )1tiSiV=Ileld Inspector: A-3)API 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 bil- 602, Project: CI fr '. 12G'S ib 6. Ty.. - of Inspection: a'- _ r 6gi 1/ Address: 4226 5 4/di Cr Date Called: Rr 0f/e4--7 �- Special Instruc ions: f Date W t d: CI %S ®7 a.m. P.m. Reques r: / 5k 'e? 14) tom'°.-- Phone No: `1 0( P "D Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Rr 0f/e4--7 �- -To> /Yu,,p-- H rAof /° / 5k 'e? 14) tom'°.-- t -S 8ViLT ,.15yfffrAC171 `1 0( P "D Inspector:ii---.5 Date: 6 ix / 7 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 IN ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Project: 01/0/X I:ESI.D EA)C-g' Type of Inspection: l AVeROTE 37-43 Address:Date �23LS. Ss 10474 ST Called: Special Instructions: Date Wanted: 7-11-17 a.m. �• Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0k -PAS' pooKk Inspector: Date: // —/7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 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 1 I7-002.8 Project: C//oi k , ES1bENCe Type of Inspection: f v.ND/3-nom W)t L Address: f236 dS , M474/ ,S5-1— TSpecial Date Called: SpecialInstructions: . Date Wanted: a.m 't"..6--/-7 Requester: AA/7DM° Phone No: 264) -948- 851/0 NIApproved per applicable codes. 1] Corrections required prior to approval. COMMENTS: 6K6e>ti DATia' rj LL Inspector: 3S Date: --- 17 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 Project: [� �j �+�/ j� �.A/� /�� /`/Cs:7/DE4 2 Typpee)of Inspection:In�% i 0!///6 Address: f238 5 l&1/m Sr 'Date Called: Special Instructions: Date Wanted: 7-5.-17 a. 11) Requester: Phone No: 1: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: "k - /so 7NG ®k - _ thER 6,,teociAiP Inspector: 37J - Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 4 INSPECTION NUMBER INSPECTION; RECORD Retain a copy with permit 1 L)/ / F._A! r? PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 14-c-> ' C , Type of`Inspection: / /7,,./� Address: Suite #: L"�i�J� S• /6.1r,,,,, Contact Person: Special Instructions: Phone No.: 1›‹ Approved per applicable codes. Corrections required prior to approval. COMMENTS: A 444444.444,4 Needs Shift Inspection: Sprinklers: Date: //Z ¶//9 Fire Alarm: Hood & Duct: ' Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /-4.---- Date: //Z ¶//9 Hrs.: ( $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 MITCHELL ENGINEERING INC. 7821•- 168th Ave, N.E. Redmond, WA 98052 425)747-1500 mitcheliengineeringinc@cozncast.net 119 .4 l 4/ / /4 h1 454)&1 i4 a 7/44v ak. Pit ,44) /94. .5‘047 5/9/Alo / 44" /21.4q1 A15/11 )144°V. AM41/14 ‘117 A ) i /t/---) 2 27, 24, J x47- 4 If, 00 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2017 City of Tukwila BUILDING DIVISi PROJECT LTR# RECEIVED CITY OF TUKWILA JUN % 3-2017 PERMIT CENTER 6,10, 4.5144/1 7Z1 SHEET NO. Id/ OF 32 SUBJECT H/%Un Wadi 4. JOB NO, a/ 7- .726 .--0(72SC MITCHELL ENGINEERING INC. 14.24iP2, L. /6. 1) 7821 -168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 rnitchellengineeringinc@conicast.net fr1/71 L P /2 i7'647 grtP X442 k/Cv 2/ 2 av /2 AJ/;b AO = lav '.5j '574 g ?61604 /72 %..%11' /e)tfaf'),-vv = /77_ >> J 46,6 9 y/2,4,e rl E6 PREPAR.Ell BY PROJECT DAth %74,,LA AduT42. 2 SHEET NO. OF SUBJECT JOB, NO. 49/ 7 225 `MITCHELL ENGINEERING INC, 51i6kfOL ,.IPS A'i2- 4:/)A.40,,t1 - /6%0 ,i --/S" /4/4 r✓ - /12'w 4 £„' 14,41 Ptia /44 --/ A.74.4�3i" b) Mite M . � .,� ::t 95- �l 11061: 44/ d rL 7523. 72 s 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 mitchellengineexingincCcomcast.net 7arr'/STI 5e4:1 / 24•' 2/5 —,,A14/&" a�, 45410.4 `45frayv�,I) ceo,,� 54Atzii4/A aigdo, 4'ma 4di.4- /4, /: //7-/- 175 -,9-' ' - / l_, 1r, r 2`174. 11,4))./ 6 4004 2170 Mk/ 4 ' oa� # ' '41-i°d 3 z770/fl- /1 /TIS//7 f9 -co /l400 3Z- /i— 7121- ..6 3 PROJECT 7Z/l/ 'a. 4 hifiaek' SHEET NO. OF SUBJECT JOB NO. 01'x'726 N SHEAF` WALL SCHEDULE Shear Wall Designation Nail Size 8d Nadi Spacing ALLOWABLE SIDEAR Ilean Fir #2 #/Ft 210 Edges 6" Studs 12" Top/ftm. Plate 6" Blocking Req'd. Yes P1-6 P1-4 8d 4" 12" 4" Yes 310 P1-3 8d 3" 12" 3" Yes 400 P1-2 8d 2" 12" 2" Yes 525 P2-3 8d 3" 12" 3u Yes 800 P2-2 8d 2" 12" 3" Yes 1050 Shear Wall Notes: 1. P1 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (0.5.13.) on one side of wall. P2 - 7/16 A.P.A. rated. Plywood or Orientated Strand Board (O.S.B.) on each side of wall. 2. For P1-3, P1.-2, P2-3, & P2-2 shear walls use 3x studs at adjoining panel edges. Nailing shall be staggered. 3. Nails shall be 8d common. (d .131 inch) 4. Where plywood is installed on both sides of wall plywood joints shall fall on separate studs each side. 5. All panel edges backed with 2 -inch nominal framing for P1-6 & P1-4 shear wall. All panels edges backed with 3x framing at P1 -3, P1-2, P2-3, & P2-2 shear walls. Install panels either horizontally or vertically. Space nails @ 10 inches on center rx intermediate support's.. 6. AlI anchor bolts shall be installed with hot dipped galvanized plate washers. 7. Refer to foundation plan for anchor bolt size, spacing and mudsill/rim connections. 44 5 STRUCTURAL NOTES CODE: DESIGN IS IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE (I.B.C.) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS: ROOF- 25PSF FLOOR -40PSF LATERAL WIND EXPOSURE B, 85MPIU110MPH(ULT) SEISMIC SITE CLASS D FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 1500PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1'-6" BELOW ADJACENT EXTERIOR GRADE. CAST -LN -PLACE CONCRETE: F'c=2500 PSI @ 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND MAXLMUM OF 6-3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1-1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MA.XFMUM SPACING OF 2 FEET ON CENTER. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 6 INCHES OF EACH END OF THE SILL PLATE. DIPPED GALVANIZED CONNECTORS SHALL CONFORM TO ASTM STANDARD 153 AND HOT DIPPED GALVANIZED CONNECTORS SHALL CONFORM TO ASTM A653M CLASS G-185. STAINLESS STEEL FASTENERS AND CONNECTORS SHALL BE TYPE 304 OR 316. SIMPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIREMENTS ARE ZMAX (HOT DIPPED GALVANIZED) AND SST 300 (STAINLESS STEEL). FASTNERS FOR PRESSURE TREATED AND FIRE -RETARDANT TREATED WOOD SHALL 13E ZMAX HOT DIPPED GALVANIZED (G185), OR STAINLESS STEEL. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A- 615 GRADE 40 FOR #5 AND SMALLER REINFORCEMENT AND GRADE 60 FOR #6 AND LARGER. ALL REINFORCING BAR BENDS SHALL BE MADE COLD WITH A MINIMUM RADIUS OP 6 BAR DIAMETERS (1'-7" MINIMUM). CORNER BARS (2'-0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTE OTHERWISE ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE INLESS FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS #5 BAR AND SMALLER STRUCTURAL STEEL: STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, fy=36,000 PSI. ALL WELDING SHALL BE IN CONFORMANCE WITH ASTM AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS. STEEL TUBING SHALL CONFORM TO ASTM A500 fy= 50,000PSI. STRUCTURAL TIMBER: ALL LUMBER SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT wrm CONCRE'1' SHALL BE PRESSURE TREATED. ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELOW: 3 INCHES 2 INCHES 1-1/2 INCHES 2X FLOOR JOIST 2X ROOF RAFTERS 4X BEAMS 6X BEAMS LUMBER NOT NOTED HEM-FIR#2 Fb=850 PSI HEM-FIR#2 Fb=850 PSI DOUG-FIR/LARCH #2Fb=850PSI DOUG-FIR/LARCH #2Fb=85OPSI HEM -FIR #2 Fb=850 PSI MISCELLANEOUS HANGERS TO I3E SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 .INCHES OF EMBEDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL 13E IN ACCORDANCE WITH THE CURRENT I.B.C. SCHEDULE. STRUCTURAL LAMINATED LUMBER GRADE 2.01 Fb=2600 PSI E-2,000,000 PSI Fv= 285 PSI FLOOR SHEATHING: SHEATHING SHALL BE 'A INCH TONGUE AND GROOVE A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. WALL SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHLNG, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLU-LA %LLNATED TIMBER: LAMINATED TIMBER SHALL BE DOUGLAS-FIR/LARCH KILM DRYER. STRESS GRADE COMBINATION OF 24F -V4 FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER. AND CONTINUOUS BEAMS. ROOF SHEATHING: SHEATHING SHALL BE 5/8 LNCH A.P.A. RATED SHEATHING. SPAN RATING 32/16 INSTALLED WITH LONG DIMENSION ACROSS SUPPORT. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS SPACED AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. FLOOR FRAMING: PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2)2X8. ALL VERTICALLY LAMINATED COLUMNS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS SPACED AT 6 INCHES ON CENTER. BEARING WALL FRAIVIING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 HEM-FIR#2 WITH ONE CRIPPLE AND ONE STUD AT EACH END FOR. OPENINGS 4 FEET WIDE OR LESS. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS SPIKED TOGETHER WITH 12d NAILS AT 12 INCHES ON CENTER. PROVIDE 2 LAYERS OF BUILDING PAPER BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WI'.["H 2-16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d. NAILS AT I0 INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2-16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED DOUGLAS-FIR/LARCH OR HEM -FIR. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWING AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON SATE LICENSED STRUCTURAL ENGINEER. SUBMIT TRUSS DRAWING TO THE ENGINEER OF RECORD AND BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. ROOF TRUSSES SHALL BE DESIGNED AS ATTIC -TRUSSES WITHOUT STORAGE. STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. SUBMIT TRUSS DRAWING TO THE ENGINEER OF RECORD AND BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. ROOF TRUSSES SHALL BE DESIGNED AS ATTIC.TRUSSES WITHOUT STORAGE. 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(.5a,5044.'44 $372rl 5195" 4.54Askti /tiAw 6)444 tvact, A4w T.�z 44 Pi.' 11/4.)24. Lfd4tg 4— ,17/LVI 2>z Amt. 7;2 41,e4r-- !> it 1r 110774/ita. 12'14 MITCHELL ENGINEERING INC. a).-1,vtJ 4I2 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 mitchellengineeringinc@comcast.net 31/2 6,A4 Adecaummumm :/4'," 5141(4•vii 45% 5,414401.k /414Lt 240 MITCHELL ENGINEERING INC. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 mitchellengineeringinc@conicast.net 27 -MITCHELL ENGIN EERENG INC. FEJ NJ /ALL 51.1-tj 7821 - 168th Ave. N.E, Redmond, WA 98052 (425) 7474500 mitchellengrneeringinc@comcastaet 454a*- 44. 142. fetAd At*. Ja/a- Titi/P/X1:4,774) PLA /441-1 3/11,44 Akeu- 4A)./ A4L- 23 MITCHELL ENGINEERING INC. 7821 - 168th Ave. N.B. Redmond, WA 98052 (425)747-1500 mitchellengineeringinc@conic ast.net ��cTio;� x-21 MITCHELL ENGINEERING INC. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1509 iratcheltengineeringinc@cornczst.net Sio MITCHELL ENGINEERING INC. 41,1iJ L 0 d2 2414 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 mitchellengineeringinc@comcast.net tvie 27- gArikz ‘5-4,T4:31/4.1 23 sl ab itaiLl AA, -1 2,74 19_4&z "2:›4- La4Al2 10) BZW /0'0,,-/'1 6attriet* cd -47 a t \[TTCHELE ENGINEERING INC. 7821 -168th Ave. N.E: Redmond, WA 98052 (425) 7474500 mitcheilengineeringinc@comcast.net rtt? Ad 446-14 274 ni/im 54,0*/ 44‘,4, 6/74.1c) 5A,4-70,-,) /24 ArAM- 14;44 x/4147, ,i `2-,1 C 4r . r)7Pif fro7)id1 / eAirt Pr*# L24 w/4A/ 31,1,3y� /PRI., MA /d- Doplik 1-44+ 470.57 Tlr °66' Co (6;1) Pr �� 121.4 1,X461,M •A 4'/57;4/4 Cc4tit72 1*-140-1472Jid 14,4411/ 1.411- -1511Z. AVAz I AL 7; 4,41/3,7-4/ /444 Aim- aJ, o/ 7- 22S 1)1)3 47.120F17 X7},45 itot F 1Ai, / ,1 M,11410.1.:// Lois. Aiehirieilik.44.71t34.1 go). ',I 7 22,5 f • 11d1Gd 4l../-# /h 4b14 �✓ /l%1.6. 7.11 — 22ollla 1-x/4,'/I7/4 L✓c- WWI £/‚1 7J - 14414#14v 51/0//7/.,.. - A/A/10:5 5//, itiAa A4✓W 12121, (';iuPs i 4s,-) 2)v, t"q„ NA�i+Tv/L �J- 0/ 7— 1.2a 6111),A)1/571X4 wAt1 Isikad�iea�4/4it5 S/e.Ilid %3 1 -Vi) tAISTIl,.J�yy Pa ike.6 A-014- , zA Ij /tA,..i 544. Axih zig4- 1:62-AlAao", /1„ d/7- 222, RECEIVED JUN 1 2017 Gary A. Flowers, PLLC Geological & Geotechnical Consulting 19532 12th Avenue NE Shoreline, WA 98155-1106 June 12, 2017 TUKWILA Project No. 17-013 PUBLIC WORKS Antonio Choix & Maria Ochoa 19421 141st Avenue SE Renton WA, 98058 Subject: Geological/Geotechnical Assessment 4238 S. 164th St., Tukwila, Washington RECEIVED TY Or. TUKWILA JUN 1 3,2017 PERMIT CENTER This report presents the results of our limited geological/geotechnical evaluation of the parcel located at 4238 South 164th Street in Tukwila, Washington. An existing, one story residence with a basement and a detached single -story garage currently occupy the site. Based on information provided by the architect, AC Associates, it is our understanding that the existing residence will be fully remodeled and a new, approximate 24 feet wide, two story addition will be added along the east side of the structure. The existing garage will be demolished to make room for the new addition. We further understand that the existing basement area of the residence is, and always has been, dry. The purpose of our site evaluation on June 2, 2017 was to d ground water conditions on the property and to provide geotec suitable soil bearing capacity for the proposed improvements. EXISTING CONDITIONS �REVIEWED FOR cQ t tRla .(CE ical dARPREMMandatio JUN 2.8 2011 1 and s for Based on a King County GIS information, the subject site is 8,994 sgaitYfild Rgiatiilad is early rectangular in shape. The existing residence occupies the west- -'iu. .14;6511tWoWillSdagi9 e the detached garage occupies the east -central portion of the site. A concre e driveway exten s s rom S 164th St. on the south side of the property nearly to the north property line. The driveway is located between the existing residence and existing garage. The remainder of the property appears to have been cleared relatively recently. The property is bounded on the north, east and west by existing single family residences and on the south by South 164th Street. The parcel is nearly flat lying. No indication of standing or flowing water was present on the subject parcel or adjacent properties at the time of our field work. There was no evidence of erosion anywhere on the site. No hydrophilic or water loving plants were observed on the property or adjacent properties. 19532 12°i Avenue NE )1i -002Y. Gary A. Flowers, PLLC. Shoreline, Washington 98155-1106 206-417-7640 CORR Ci4ON Choix/Ochoa Property Geological/Geotechnical Services Report 4238 South 164`x' Street, Tukwila, Washington Subsurface Soil and Ground Water Conditions An approximate 30 -inch deep pit had been excavated near the NW comer of the existing garage prior to our arrival. The pit is located approximately 12 feet due east of the NE corner of the existing residence. Exposed sediments within the hand dug pit consisted of 10 inches of loose, damp, dark brown, slightly organic, silty sand topsoil. Beneath the topsoil and to the full depth of the pit at 30 inches below existing ground surface, medium dense, moist, brown, silty sand with gravel was observed. We also used a stainless steel, T -handle, soils probe to further evaluate near surface soil conditions on the site. Probing along the east side of the existing garage indicated that soils were generally loose to a depth of about 14 inches with occasional pockets loose to 28 inches. Based on aerial photos it appears that the property previously contained relatively heavy vegetative cover. The deeper pockets of observed loose sediments may be related to the removal of trees and bushes on the site. Probing along the east basement wall of the existing residence indicated loose wall backfill soils within several feet of the wall. No ground water was observed within the exploration pit or within the probe holes on the site. Mappings According to the Geologic Map of King County, Washington, by Booth, Troost and Wisher, 2007, and the Washington State Interactive Geology Map, the site is mapped as Qvt (Vashon age glacial till) deposits. Sediments observed within the hand dug exploration pit consist of medium dense, silty sand with gravel which likely is a representation of the upper surface or weathered glacial till sediments. GEOTECHNICAL CONCLUSIONS AND RECOMMENDATIONS Based on our site assessment and engineering evaluations it is our opinion that the new addition can be constructed as planned. The existing native soils are suitable for support of the proposed new addition and conventional shallow foundations should be planned except along the east side of the existing house (west side of the planned addition) where it connects to the existing structure. New foundations can be designed for an allowable bearing capacity of 2,000 psf on undisturbed or re -compacted native soils. This value may be increased by 1/3 for temporary seismic or wind loading. Estimated settlement of these footings will be in the range of about 1/2 to 1 inch over a 20 foot span between comparably loaded footings. Due to the granular nature of the bearing soils most of this settlement will occur during construction. All foundation excavations must penetrate through any loose or fill soils that may be encountered. Loose native soils may require re -compaction to a firm and unyielding condition prior to concrete 19532 12th Avenue NE Gary A. Flowers, PLLC. Shoreline, Washington 98155-1106 206-417-7640 2 Choix/Ochoa Property Geological/Geotechnical Services Report 9238 South 164th Street, Tukwila, Washington placement. Given the limited subsurface exploration on this site, it is imperative that the soil bearing be verified by a representative of this office at the time of construction. Passive resistance to lateral movement will be provided by foundation backfill and should be designed for 200 pcf for level backfill conditions. The backfill should extend a minimum distance of 2 feet away from the foundation and be compacted to a medium dense or better condition. If additional resistance is needed a friction factor of 0.35 may be used between the concrete elements of the structure and the soil. The new addition will structurally connect to the existing building. Since the existing structure has a full basement there will be a wedge of fill between the existing basement wall and the old construction excavation. This wedge of fill likely extends 3-5 feet away from the existing basement wall. These fill soils should not be used for structural support of the new foundations. In addition, new foundation loads should not be allowed to transfer onto the existing basement wall except in a vertical direction. As such, the structural engineer should plan on using either a pin pile supported foundation in this area or using grade beams which span over the fill soils and structurally connect directly to the existing wall such that there is no loading on the fill soils or the face of the wall. All new foundations should contain a footing subdrain that consists of a 4 -inch perforated, pvc pipe, surrounded by washed drain gravel and wrapped with geofilter cloth. Storm water runoff from the new structure should be designed using appropriate collection systems that will discharge this water into a City approved conveyance system. Floor Support Recommendations The existing soils, beneath the topsoil layer, are suitable for slab -on -grade floors. The upper 10 to 12 inches of the exposed soils should be recompacted to a firm and unyielding condition with a jumping jack, large sled or small walk behind vibratory roller. A small sled compactor that is typically used to smooth the surficial soils, will not provide sufficient compactive force and should be avoided. A capillary break layer consisting of 4 inches of washed pea gravel, clean crushed rock or coarse sand and a heavy duty (minimum 10 mil), polyethylene plastic vapor barrier should be provided under any floor slabs where moisture intrusion is a concern. If the vapor barrier becomes compromised in any way during construction it should be replaced or an additional layer added. Penetrations through the vapor barrier should be wrapped and taped. SUMMARY Based on our site reconnaissance, subsurface explorations and analysis, the site appears to be suitable for the proposed development provided the recommendations presented herein are 19532 12th Avenue NE Gary A. Flowers, PLLC. Shoreline, Washington 98155-1106 206-417-7640 3 Choix/Ochoa Property Geological/Geotechnical Services Report 4238 South 164th Street, Tukwila, Washington properly implemented. Suitable soil bearing is generally found within 18 inches of existing grade and typical shallow spread footing foundations may be used. All foundation excavations must penetrate through any encountered fill soils or other unsuitable soils. Re -compaction of the native bearing soils may be required in some or all areas. Construction monitoring and consultation services should be provided to verify that subsurface conditions are as expected. Should conditions be revealed during construction that differs from the anticipated subsurface profile, we will evaluate those conditions and provide alternative recommendations where appropriate. Our findings and recommendations provided in this report were prepared in accordance with generally accepted principles of engineering geology and geotechnical engineering as practiced in the Puget Sound area at the time this report was submitted. We make no other warranty, either express or implied. Sincerely, Gary A. Flowers, P.G., P.E.G. Principal Engineering Geologist Robert M. Pride, P.E. Geotechnical Engineer 19532 12th Avenue NE Gary A. Flowers, PLLC. Shoreline, Washington 98155-1106 206-417-7640 4 0 a repiszit.ze- 1-2,32. e:L)-7/74 /zo..4ro_7. , ____ZLe_eciii-xi .71&4. AgAggPse- — -.7 .t7r-e!s_ ig../cl_zSr_i> -__•___(.4,z) OAI -(41 - / 4.4-Asavi _....9 - / ---- _..e._17x-za'=-R /srarn. t:,__--,7 .4.536- 7 8--__>ef/ 'il ''' I __,,._7 df / ' rrf--6--1-- IVI&;;01 Zioz_-7155- 2‘77AP-146 - NeOn4 pic-• __5iiso.7-044.7- CITY OF TUKWILA JUN 1 3,2017 PERMIT CENTER 9 •-64-7591 a--11---__7121" giE714e— _-..40.1i_l_Z7 .54e3D ____7—gAlll`le..) _A -le& CORRECTiON LTR# 9— May 12, 2017 0 City of Tukwila Department of Community Development DON ATWOOD 5416 CALIFORNIA AVE SW SEATTLE, WA 98136 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D17-0028 CHOIX RESIDENCE - 4238 S 164TH ST Dear DON ATWOOD, 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 - C DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 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" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) It appears that the only response from the previous review memo was item #2. However, that item and all other plan sheets are not provided with design professionals (architect) and engineers signed stamp with the "date of the signature". Please review Stamp and Signatures note above and provide those documents accordingly. Provide all other items as mentioned on from the previous memo. Cloud any changes or provide an explanation where to find on the plans in your response. Clearly define on the plan where existing aligns with the new addition for clarity. [PREVIOUS MEMO] 1. Plan sheets and related documents produced by engineer and/or architect shall be stamped and signed. Provide the relative document and plans signed and stamped. (See Applicable General Notes above). 2. Provide structural calculations documents for this project. 3. Please provide a Geotechnical site soils report by a registered geotechnical engineer. Report shall specify the load-bearing values of the site soils for footing design requirements and shall specify recommended method for footing drainage/disbursement and/or discharge system sizing. Confirm the footing bearing recommended by the geotechnical engineer is consistent with the structural engineer's calculations. 4. A separate permit shall be required for the relocation of the shed. Plan documents shall specify how it shall be attached to a foundation and slab. (IRC R102.7, R102.7.2, 2015 TMC 16.04.020 & 16.04.050) 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 5. The plan view on sheeA shows floor plan orientation different than the sheets 3 & 5 making it difficult to compare new from existing. It would be helpful for plan review and the other building officials at field inspection, that if possible to make the orientation of floor plans to be consistent with all sheets. Please provide a north arrow on the floor plan sheets 3 & 5. 6. On page 5, shows sections A & B. I could not see on the floor plans where that cut view is located or it was not clearly shown. Please Clarify. 7. Provide a footing drain detail, to show gravel shall extend at least 1 foot min. beyond the outside edge of the footing and 6 inches min. above the top of the footing and covered with an approved filter membrane material. Perforated pipe shall be placed on a minimum of 2 inches of washed gravel or crushed rock at Least on sieve size larger than perforation and covered with not less than 6 inches of the same materials. (IRC R405.1) Note: This permit plan review may not be complete as revised plans may require further corrections. PW - C DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • None of the Public Works items in previous correction letter were addressed in the April 27, 2017 revision submittal. Public Works still needs: 1) a detail/cross section for the proposed 60" dia. x 48" deep seepage pit 2) cost estimate for erosion control measures, storm drainage and driveway asphalt pavement, since Public Works permit fee is progressive based the cost of the above items. Please enter the cost amount on the first page of the attached Public Works Bulletin A-2. 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 page's, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to, better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D17-0028 6300. Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 March 07, 2017 City of Tukwila Department of Community Development DON ATWOOD 5416 CALIFORNIA AVE SW SEATTLE, WA 98136 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D17-0028 CHOIX RESIDENCE - 4238 S 164TH ST Dear DON ATWOOD, 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 NOTE) PLAN SUBMITTALS: (Min. size 11x17 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" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Plan sheets and related documents produced by engineer and/or architect shall be stamped and signed. Provide the relative document and plans signed and stamped. (See Applicable General Notes above). 2. Provide structural calculations documents for this project. 3. Please provide a Geotechnical site soils report by a registered geotechnical engineer. Report shall specify the load-bearing values of the site soils for footing design requirements and shall specify recommended method for footing drainage/disbursement and/or discharge system sizing. Confirm the footing bearing recommended by the geotechnical engineer is consistent with the structural engineer's calculations. 4. A separate permit shall be required for the relocation of the shed. Plan documents shall specify how it shall be attached to a foundation and slab. (IRC R102.7, R102.7.2, 2015 TMC 16.04.020 & 16.04.050) 5. The plan view on sheet 2 shows floor plan orientation different than the other sheets 3 & 5 making it difficult to compare new from existing. It would be helpful for plan review and the other building officials at field inspection, that if possible to make the orientation of floor plans to be consistent with all sheets. Please provide a north arrow on the floor plan sheets 3 & 5. 6. On page 5; shows sections A & B. I could not see on the floor plans where that cut)Cieev is located or it was not clearly shown. Please Clarify. 'aoWf 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431=3665 7. Provide a footing draetail, to show gravel shall extend at least 1 foin. beyond the outside edge of the footing and 6 inches min. above the top of the footing and covered with an approved filter membrane material. Perforated pipe shall be placed on a minimum of 2 inches of washed gravel or crushed rock at least on sieve size larger than perforation and covered with not less than 6 inches of the same materials. (IRC R405.1) Note: This permit plan review may not be complete as revised plans may require further corrections. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Add detail/cross section for the proposed 60" dia. x 48" deep seepage pit. 2) Public Works permit fee is progressive and based on the site construction work associated with proposed new addition. Please enter erosion control and storm drainage work on the 1st page of the attached Customer Assistance Bulletin A2. 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. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D17-0028 6300,Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 QERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0028 DATE: 09/18/17 PROJECT NAME: CHOIX RESIDENCE SITE ADDRESS: 4238 S 164TH ST Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: Building Division � N/A- 4--A---1-7 Public Works Eic Fire Prevention Structural Planning Division 1111 ❑ Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 09/19/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 10/17/17 Approved with Conditions ❑ 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 0 PW 0 Staff Initials: 12/18/2013 HERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0028 PROJECT NAME: CHOIX RESIDENCE SITE ADDRESS: 4238 S 164TH ST DATE: '' 06/14/17 Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Deferred Submittal # after Permit Issued DEPARTMENTS: M POND t �� Building Division gig & Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 06/15/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: ❑ Approved with Conditions Corrections Required ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: 110\-1/7(x..t fir 7 v/ 07/13/17 REVIEWER'S INITIALS: DATE: )Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW ❑ Staff Initials: 12/18/2013 J1:PE?MiT CORD COPYC PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0028 PROJECT NAME: CHOIX RESIDENCE SITE ADDRESS: 4238 S 164TH ST DATE: 04/26/17 Original Plan Submittal Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: .J 2$4 Building Divisio CJS COa Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 04/27/17 Structural Review Required REVIEWER'S INITIALS: - DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/25/17 Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only {- CORRECTION LETTER MAILED: sl --o--F7 Departments issued corrections: Bldg,- Fire 0 Ping 0 Staff Initials: 12/18/2013 4 OPERMIT COORD COPYcY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0028 DATE: 02/22/17 PROJECT NAME: CHOIX RESIDENCE SITE ADDRESS: 4238 S 164TH ST X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: k CA* 7 Building Division L\s Cori Public Works Fire Prevention Structural 7-17 tAAL tt-FIl Planning Division ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 02/22/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/23/17 Approved Approved with Conditions Corrections Required Denied ❑ (corrections entered in Reviews) Notation: (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg' Fire ❑ Ping 0 PW Staff Initials: u4L 12/18/2013 PROJECT NAME: SITE ADDRESS: a PERMIT NO: ORIGINAL ISSUE DATE: OVA 1 REVISION L REVISION NO. DATE RECEIVED DATE RECEIVED j STAFF I IALS ISSUED DATE STAFF INITIALS Summary of Revision: Summary of Revision Cin i ,- e.4 -to *CL c \)t_. Received b r p \f�—___`� REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) Date: 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. 9/ / v//q-- Plan Check/Permit Number: a – - 6G ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # • Revision # after Permit is Issued 21, Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Project Address: 4,Z3g S . i t ) cut b3cA °T.) 1€? Contact Person: rl4 o c,ke p,, Phone Number: 2_(:)E,g21c1 (.-2?)5-1. f G Summary of Revision: Art -C -6r co/Plarl'o, c. kc3,, 0(101)C kC7 C kar g e_5 OvsC. 0 h ' c. s espf1cf_ 0' loo( e -4e_ f'c tstIN RECEIVED Iri OF i UKWILA SEP 14 2017 crinall CENTER Sheet Number(s): "Cloud" or highlight all areas of revision includin date o Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on W:\Permit Center \Templates\Forms \Revision Submittal Formdoc Revised: August 2015. 0 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:// /7 Plan Check/Permit Number: /7/7—' (/O ❑ Response to Incomplete Letter # 2— ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Project Address: 4-z- Phone Number.) c >> -% 717 /7 G� 714/ Contact Person: Summary .of Revision: RECEIVED CITY OF TUKWILA JUN 13 .2017 Sheet Number(s): PERMIT CENTER C OMEC I O N "Cloud" or highlight all areas o revz on zncludin ate o r f f e ion Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on W.\Permit Center\Templates\Forms\Revision Submittal Formdoc Revised: August 2015 Date: 0 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. Response to Incomplete Letter # Plan Check/Permit Number: 7 ✓ / / - Di) 7(5 Response to Correction Letter # i ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: "")c -271 -if [ 44 Phone Number: _2a_3_q-2--71 Project Address: 2-k7 3 Contact Person: Summary of Revision: RECEIVED CITY OF TUKWILA APR 2 5 2017 PERMIT CENTER 1 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on ©e/( aS/(7 W:\Permit Center\Templates\Forms\Revision Submittal Form.doc Revised: August 2015 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 Permit Center/Building Division 206 431-367o Public Works Department 206 433-0179 Planning Division 206 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING ) IS Cih' c1 [please print name i'\0 , states as follows: PERMIT NO: D-7— 00691- 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number d t , 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. kn-treri Co' Owner/Owner's Agent* LAURIE A. WERLE NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES MAY 29, 2018 a ckc)G Signed and sworn to before me this Aril day of cA 1 ` ,20(7. NOT .' Y ' BLIC in and for the State of Washington Residing at King , County Name as commissioned: La u f I e A W e r I e My commission expires: 05/29/18 (:,). .l 4/ 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o 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; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold byitheAnobile/manpfactured;hom e dealer�,or manufacturer; 3.JF3W `. 3151up, er sol i8. An entity who holds -a valid electrical contractor's license under chapter.•i9:28&RC'�atFiatbinploys a certified z�: journe an electriciariyafcei-hfied tesldential specialty electrician, or an electrical trameheeting the require lents>ofrehapter 9 28 Re s WAto perform pl robing 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. ' I I •.t/ /I t•-• ! I r !,- 2_ f. • -.;:•" Li Me2e4^2- 0 A -, 1.1---. ........ • ---11,--1:, !..)(-2 1 ii • I 1 1 1 i1 r 11.1 : s'2-'•,!, i'• f , F--!—V1--F1 i 1 ; ,1 • . . -, ,,..1 1:;•p v • .... 1 '.--- ) .-.,.•,•-•-.1 • ..,.. 1,- I i1 l!r,.1.,./.:.11)%)t•-• , ,F_ .7...L. -:".77I ......„_2,7 i 1 ''‘.... I ! I.— • ----Ill I: 'rt.:: ! i .,.-=-•"4-?:7 pi__, (6) - ., r.'-• 1 ; --'1,- ..,•-,--.-2.--../_-.,--- . ,,.-..-,-.------- ..,--2-.7-- :, ...--/. • ; -:::7-111•.:3( i " r... •-i r--.1_:,---".- •--- 1 1 T -- - . • . i - i I II-- • —..!''') I- ! I • .. I i I ilk ..' I • I 1.-7;? -1•_ I \J Ii; ---- 'NI) /i___!i I ' ; rilr>` - -.- -; - -.i---.:74.-)-.-_-:.1---.: -F,_:_-_-:... -;‘,--74.:::;;;-).-- 177 • F.----- "' 161 _..._ _______.. -. \ 1 ».-- 41(;) 4 I 1 I ' • • , ; • , • 1. 1 ••-1•1--• r ',-•••••=•'1( P NING APAR No changes Can be made to the plans without approval from the Planning Division of DCD Approved By: Date: • • SEPARATE PERMIT REQUIRED FON e5achanical Miectrical fikAumbing Was Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall he made to the scope of work without prior approval of Tcenvila Building Division_ NOTE: Revisions will roquire a new plan submittal and may include additional plan review fees. j FILE COPY Permit No. 002-e Plan review approval is subject to errors and omissions: the violation of any adopted code or orcOn0 Approval of construction documents not authorize of approved Field Copy and conditions Is gad: City of Tukwila BUILDING DIVISION By: Date: ) ''1 y LL.1 ;.r...f• ., 0, --- -e ? tisk _... •-7=--(/ \ ;i ( 2_ •••=7_, \-7.} '174 / p NEC 250.52 Grounding Elecirc A concrete tit (.Ar required in all new colicrete footings Tt she consist of at iest :?0 fpot of 1. reinforcement I OI Bare -,-,opper co smaller than 4 AWG and shall horizontally within that portion of foundation or fOCAing that is direct the earth & encased hy at least 2" of co (NOTE. 20 -foot rebat shV be one piece tied ituIlgs 1J ly ouinity tO011H shall protrude 8'. min ,:thov,? top of fou near location of c.)ovvt., p61el 1 (..•=1,0/A16,._e.,LA 1 i . i•E7 — C.'1 1.k1'.' V • tr!-•%7.-e'l; I." • II .1 11 1 I! •-•-•`,42-1L cl-C•L>v /.1 I ; 1 7— -;-..-1(ft.-.) r • • ) • for, -* • [ • 111'1)1 i I /e---/171,)-1-1c-7.,-'15•171-4r::)1 I-2 • I , •.• • ! - I 'II' el fuRnz •11.*Igse;14f.Pd 11 1; ! 1 • 7; • 1'. 75-Sk Pe' I - 1 el 1 , EVIEWED FOR DE COMPLIANCE APPROVED 'Or L ____ fi,7.i-,\/..12,l01 ',i•--... II 1-, `f•:.:4) -•- ,, -1'•,,,L 1 . .-,.., . ::----,r.:-::-.--• : , 1 1 , 1 ,- 1 .-- ..„ 1 1. 1_1_ •_,, 1.... _...._i ..1 / 1 _ ilI.' ..1 L. .• , , . ,•• .7 I 1. 0‘. --- / I . 1 • SE? 22 Z011 -1\•//11-1-4 1 :;'-'11 • • ; I I • 1 I •-- I :I I I 11 ;1;2 , • ij • • I . . ... . . /i' t -q17"- -•-72 17-I l2 DM° ity of Tukwila BUILDING DIVISION •Itaroson RECEIVED CITY OF TUKWILA 1\0) SEP 1 4 2017 N PERMIT CENTER --+LVISION NO i (I', Ft t, ;;:,, :1 I ' -1- i- /'' r ---c• .----"'---Ri -1711, _ ••••• • • • •/- ' •••••••••:" • 11 ! 1 • - / 1-3 •FTH ;,t71) -7 , - . //•-• tLi , I ..7 ..... I . • ^ .•-- -• ,-,•„ ••••• •`. 1', ••• , • , • `i • "•:•••• • •••., 7:1 III rr t_..._L.. • : • =Z. 177 ;L. - \ • .--1.7.-->"2.)r,_--1,,,[1:::4•-.?;:- -..:tri---1,-• 1,-C:2 [:•")(....;c v ,,, •,.11.,._<1. • ; i -7• .1 ._ ir .... ......-- ----(T4 I-71— — T,>---------,%, -- _....' ....._ __-,...r,,.75;,,. / ., _...„, ., .fr.,.., ', t-- 1 10\i- 1111.t! _. .. ../.--....- .11. . -... . . , II; • ... , ....... _ Ir. -: r .„---- I ' •-1-\ il -.* IL 7. .._ 1-6)41,1sr(,,ik ,- • • / --• • ) I i --- i ri — •-,V=7:1; , ..— il. F ----------'1"I 11 r I ' • .. '-•:!!!„.„ z,••'..s.-.. 7-2, , •••„ •--.•;•;...., /-y y ..._ ,. / 7 .... ''.... 's,',•-•, „ '.. •t -r REVIEWED FOR CODE COMPLIANCE APPROVED SE 2-a--zur City of Tukwila BUILDING "[VISION • • - • • • - — -1 ."..."• • / • •••.• i S. ••••• ./.-'-. • S •••••••• / 'NS•.,'Sk'N 4 -4 ....4 .. _ 1 I- l • - ii bk1 00A. • -//„.--1 RECEIVED CITY OF TUKWILA SEP 1 4 2017 I '' /414.5ERMIT CENTER "1 I P.D./ IE CODE C City. BULDI JON I i I , \ ; 1 . ' • .. . • • ss.!‘• k„) : • / • " (r.;•.:• ./ -F.Ft.::„.. •• , t i 1 I • 1 r••••• "../..T" •!r:,..; (5-2'11 /3./(t r- r.•-•,. • .../ •/ • i , • I 1' ,:::"... I; /... ' rf.,.7.4-\\ .1 .• II.,,,"' 1 ,,, r r! r --/– –7.–, ...1:2_1-_••• !...., ! •I — . I ,••••••, _ / . -1; ,..;;;;;': ! • • ! '-!•( I •. (p • ! • • ! "i--%•••/' -) ; ' •!!! • -11 • •••*..7);”=!-• A I.11r- 13. 1; I l• -71-777T- i - • [.( \ Li 7. . 7 1 /7 \ 1 , I \ : 1 • 1 \ .c—. ----)- \ 1 \ 1 , : • : 1 i ! i 1 ; ... 1 I I 1 • , 1 ! 1i i1 ; ! 114117 ,P.K5iNOE..1/1/21:3' T' mAia_ki '3 Iz 1 , . , 1 , 1 I I 1 I • ‘r...) ;!< ,/ • 1, • I 1 1 I , I, I 111 i I ! i• \ I !I: • • r Iti / :),.).?....1 1 \. ( ....i .. ,..... ........----- "•%(.1; .Y cir ---- - • • • . • 4:::•_:1•1T -7.7e1 I — • • • • • .4 ••••:•-• c•-• • . • _ v,:•,•-•:,••-'?;!-- I r(\ ( I 1 1 1"--1 ! ; r,•••'• 461 key --x I•ere%) - ...JAM.: 16•1;/"..rieLfel, M... IV /11/.1,..:3,11"1:414.1111 'Y'‘• ! • • i•as rile; i -.. ---1-i— , --r$ - •• .., : .._-_,),„• ! I • ; , ,' i 1...; -..,! '• I I ',— I! 1 r•-•7! ..._- - I .::•1 : . • I ;:e!" I !." • •-• i•r! •••- • • • "'"•,:ss,z4 • • •••• • \--(2 - • • r , I "[--04':•-r • / Vi;1 -.._.01gL!!•1 ,. • 1._ I 114) 1:21, I : /) I( .• .. / 41 ,r 1 . 1. .1-1:!)::;•:':(IV • (f21,1-%•!/' -••••• !.. !'s (II • 1' / ,(1\ ". (4) " — • • • .• s___ (.!.) -• ' /if • • r • 4/-1 t`,7t6r-' C/12 41,0,e-. • . A A. CONIC SLAG - ! \ • .1 \ 1 : . ; ...\ • . . • • . '• .• `,•/ . - • -211 1 .1 1 r - I • 4" CONC SLAB — 7 , •i.1 1./L .1 )5) 111 ' 11 ,1 !; • ' • • • • • I • / ... •••••. 7/•1 .1 • 1. 1 • . . • _ 1 _ •. . . _ • _ — •;•---./I• ( 1! .........10••••••*••••••• •.••••••• 010•••••.011 ri 0029 VI REVIEWED FOR CODE COMPLIANCE ,, APPROVED ,tt SEP 2 2 2017 City of Tukwila BUILDING DIVISION cc RECEIVED CITY OF TUKWILA SEP 1 4 2017 PERMIT CENTER 0)14)44,1; 54'4-1 -. •••,4:4," -Lo 67/Alai LII7,AL4 ' ,4777, 3/--) 1/0e. _ f 7i. PV/,;?/1 47-6' 5 /4 �r N4 1J- ,kirg . b � 4!,/�j� f e.)/14it Ha, .rA 1/ 1 r / - "IZ 14 / �; Uig.. Ceri 44- 6/`,4,) • 1 .0„kukt, ) • 1 P rr af fritILITa 4,00 -74;' Yom, 3/./f42(;7hLt?.45 A4 J./6 4_./c., //k7( ivAiLit5isi 5 — /e4/J- ‘,t--k_A. L1! 7-- 22.ee 471: —, 62),Y, 471-42F17 tic Lg. % - /ta rI 4440) ,l ✓ / 'f?' /Lei feR L2 -2 3 7 AL. r C'rAi1. .11115 A).4_ X1.9 `"-.` L' s 1%2,, f TKI�� V r / r/LL• • L \ I F L-oOK f%1-4^4.4 A 2 A 1S /4//1;ti4pg• Aiee../414/71444, �.J 4"/ 7.. 223 4,4 / I 1�tod 144,,..) • 1 REVIEWED FOR CODE COMPLIANCE APPROVED 3._ SEP 2 2 2017 City of Tukwila BUILDING DIVISION 2,< 11 V 1V M2 rt -I-1 '{" La R ?L,NN �D) ti', oo2 REVIEV i CI EV CEIVED F TUKWILA 'U • SEP142017 PERMIT CENTER EXISTING WALL NEW MD PER 1 2/6 BATH 5'-4" 2' -II" APPROVED PLANS 11 ENERGY CODE INFORMATION • GLAZING: ALL GLAZING TO HAVE U -FACTOR OF 0.30. • ALL EXTERIOR DOORS TO HAVE U -FACTOR OF 020 • CEILINGS OF HEATED AREAS TO HAVE R-49 INSULATION • ALL ABOVE GRADE WALLS TO HAVE R -2l INSULATION • ALL FLOORS OVER UNHEATED AREAS TO HAVE R-30 INSULATION 6'-3" BEDROOM 2/6 BEDROOM 410x4/0 91- 2/6 2/4 —T BEDROOM 4/0x4/0 SL 2/6 ELIM. PROPOSED MD SECON FLOOR PLAN 0 0 !BEDROOM BEDROOM SCALE: 1/4":I'-0" AREA SUMMARY NOTES: L AREAS SHOIIN ARE NET AREAS. EXTERIOR WALLS ARE NOT INCLUDED. 2.5TAIRWELL 15 COUNTED ON FIRST FLOOR ONLY. 3. AREA CALCULATION 19 FOR PORTION OF SECOND FLOOR COVERED WITH THESE DOCS ONLY BASEMENT FIRST FLOOR SECOND FLOOR SEE APPROVED PLAN 31 SQ Ft 480 SQ FT MR ANTONIO CHOIX 19421 141ST AVE SE RENTON, WASHINGTON 98058 (206) 948-8548 FLOOR PLAN NOTES • SEE BUILDING SECTIONS FOR CEILING HEIGHTS. • ALL TU65 4 SHOU.ER STALLS: FIREBLOCK BETWEEN 511.09. LIMIT SHOWER FLOW TO 3 GPM. WALL SHALL BE WATERPROOF TO MIN. 12" ABOVE DRAIN NLET. ALL GLAZING, INCLUDING WINDOWS WITHIN 10" OF DRAIN INLET, SHALL f3E SAFETY GLASS. O 22" x 30" ATTIC ACCESS w/ WEATHER STRIPPING AND R-49 INSULATION O SHELF AND ROD PROVIDE CONTINUOUS Ids" . HANDRAIL s 34" TO 36" ABOVE ® STAIR NO5ING5. RETURN ENDS TO WALL OR NEWEL POST. BALUSTERS SHALL BE SPACED SUCH THAT A 44 SPHERE WILL NOT PASS THROUGH. © EGRESS WINDOWS SHALL: MAX. SILL HT SHALL BE 44" AFF MIN. NET CLEAR OPENING WIDTH: 20' MIN. NET CLEAR OPENING HEIGHT: 24" MIN. NET CLEAR OPENING AREA: 5.1 SQ FT. ® SAFETY GLASS SUN PORCH UTILITY RM KITCI-REN DEN BATIK LIVING RM 3/0 SC RIEBE & ASSOCIATES,INC. ARCHITECTURE • PL-ANNING 1123 MAPLE AVENUE SW - SUITE 270 RENTON, WASHINGTON 98057 PH: (425)226-5344 FAX: (425)226-5344 EMAIL: EDRIEBE@MSN.COM FAMILY RM UP' 15R (/6x6/0 FIRST FLOOR PLAN GARAGE SCALE: 1/4":1'-0" 0019 1S1 REVIEVVED FOR 'BODE COMPLIANCE APPROVED SEP 2 2 2017 City of Tukwila BUILGIII'v DIVISION RECEIVED CITY OF TUKWILA SEP 1 4 2017 PERMIT CENTER HOME REMODEL SITE ADDRESS: 4238 S 164TH ST TUKWILLA, WASHINGTON 98458 SEE APPROVED PLANS FOR ROOF INFORMATION THIS AREA TYP ROOF PLAN NOTES DS DOWNSPOUT LOCATIONS- SEE ALSO BLDG. ELEVATIONS LA ROOF VENTILATOR (AF 50) ( 50 SQ. IN OR .341 SOFT. FREE AREA) EAVE VENT BLOCKS W/ (3) 2" DIA. SCREENED VENTS IN EACH BLOCK FOR 0.5 SGL FT. NET FREE VENTILATING AREA PER BLOCK *DESIGNATES NUMBER OF VENT BLOCKS TO BE PROVIDED AT EACH CONTINUOUS EAVE LINE. RI MI I -HOUR UNIT SEPARATION/DRAFT STOP CONSTRUCTED PER DETAIL 15/A1.1 x I 22"x30" ATTIC ACCESS 17; - GABLE VENT >TYPE 1: Ib 60. FT. FREE AREA STYLE/ELEV TYPE 2: 12 SGL FT. FREE AREA AREA ATTIC VENTILATION CALCULATIONS 1 TOTAL VENT AREA May D (SQ. FT.) 2 NO. or EAVE VENT BLOCKS PROVIDED 6 GABLE END VENTS PROVIDED 4 NUMBER OF ROOF VENTILATORS EAVE RIDGE TYPE 1 TYPE 2 MARK AREA (SQ. FT.) # til # til # $ # ttl # tO 0 549 1B3 19 .95 0 0 0 0 0 0 3 L04 0 852 2.84 18 0.90 0 0 0 0 I TOTAL VENT AREA CALCULATED AT I/300 OF TOTAL ATTIC AREA. 2 0,05 SQ. FT. NET FREE VENT AREA PER VENT BLOCK 3. 0.085 SQ. FT. NET FREE VENT AREA PER LIN. FT. 4 NO. OF ROOF VENTILATORS. (0341 SQ. FT. NET FREE VENT AREA PER ROOF VENTILATOR) 5 GABLE END VENT TYPE 1 0 2.4 SQ. FT. FREE VENT AREA GABLE END VENT TYPE 2 6 Ib SQ. FT. FREE VENT AREA I'-0" 1 8 4x8 HDR 1 SEE APPROVED 4x8 HDR 4x8 HDR ROOF INFORMATION THIS ARE es 1'-0" ROOF PLAN SCALE: 1/4".11-0" 19421 141ST AVE SE RENTON, WASHINGTON 98058 SEE PPROVED PLANS FOR FLOOR FRAMING INFO THIS ARE JOIL a 16" OC TTP 111••••• 4•111111•110 0111111111M 5t'2"x101/2" GLB LOCATION OF EXISTING WALL ABOVE EXISTING (E) BEARING WALL. FIELD VERIFY FDTN AND FTG BELOW i w w LL 4•01111•11 1111•11••• SOLID BLOCKING 6 WALL ABOVE TYP �?J 31/2"x101/2" GLB •1111•111111111. 0111111MIID �J— PBL JSTS UNDER WND TRIMMERS —•- ABOVE r‘t / <( 6x10 BEAM DF "2 20 x8 BE 20 8'-4" RIEBE & ASSOCIATES,INC. ARCHITECTURE • PLANNING 1123 MAPLE AVENUE SW — SUITE 270 RENTON, WASHINGTON 98057 PH: (425)226-5344 FAX: (425)226-5344 EMAIL: EDRIEBE@MSN.COM ISTS (13'-0" LCNG) EXISTING FLOOR EXT'G BR3 WALL (VERIFY) SEE APPROVED PLANS FOR FLOOR FRAMING INFO THIS AREA 6x10 BEAM DF*2 1'-6" 1 Eos L_1 4'-2" NEW 20"x20"x8" CONC FTG W/ (2) 114 REBAR EA WAY AND 4x4 POST TO BEAM POST SECON FLOOR FRAMING PLAN SCALE: 1/4":1'-0" REVIEWED FOR 'CODE COMPLIANCE APPROVED SEP 2 2 2011 City of Tukwila RECEIVED CITY OF TUKWILA SEP 1 4 2017 PERMIT CENTER HOME REMODEL SITE ADDRESS: 4238 S 164TH ST TUKWILLA, WASHINGTON 98458 TOP PLATE FIN FLR--\ TOP PLATE -11 FIN FLR 4:12 PITCI-I ROOF ASPHALT COMP. SHINGLES - INSTALL PER APPROVED PLANS 4:12 PITCH ROOF ASPHALT COMP. SHINGLES - INSTALL PER APPROVED PLANS as PER APPROVED PLANS 1 1 1 1 1 1 1 1 MR ANTONIO CHOIX 19421 141ST AVE SE RENTON, WASHINGTON 98058 (206) 948-8548 RIEBE & ASSOCIATES,INC. ARCHITECTURE • PLANNING 1123 MAPLE AVENUE SW - SUITE 270 RENTON, WASHINGTON 98057 PH: (425)226-5344 FAX: (425)226-5344 EMAIL: EDRIEBE@MSN.COM FRONT ELEvATION HOME REMODEL SITE ADDRESS: 4238 S 164TH ST TUKWILLA, WASHINGTON 98458 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 2 2017 City of Tukwila BUILDING DIVISION Q.* W ELEVATION RECEIVED CITY OF TUKWILA SEP 1/I.2017 PERMIT CENTER ISSUED 9/1/11 DATE NO REVISION .dwg / MISC w z LL 111111111, • . . '14111MISEStir ^ .-1 _•-.-.. . • - • . • . • • • • 2015 WSEC & IRC Ventilation (Effective July 11 2016) • . Reildential Prescriptive Compliance Form • . This set of forms has been developed to assist permit applicants documenting compliance with the 2015 Washington State Energy Code The following forms provide much of the required documentation for plan review. The details noted here must also be shown on the drawings. CODE COMPLIANCE FOR CLIMATE ZONE MARINE 4 Component Fenestration 1 Ceng bvi Attic Vaulted ,,, Cellinb' Wood Framed Wall (Intr Mass Wall (Above grade) Wall 2. Below -Grade Wa3 F ramed Floor . Slab R-Vaiue & Depth Vertical Overhead Prescriptive Value U. 0.30 max. U. 0.50 max, R49 min. R-38 min, R-21 min. R-21 min. R-10115121 Int + TB R-30 min, R-10 min, 2' Fenestration Is defined as skylights, roof windows, vertical windows (flxed or movea e), opaque doors, gkized doors, g/oed biockand 'cam nat on opaque/glazed doors. Fenestration includes products with glass and non -glass glazing materials. 2 lnt. (interrnedlateframIng) denotes standard framing 16"o.c. WO headers Insulated with a minimum 8-10 Insulation, 3 10/15/21 #T8" means R-10 continuous insulation OR the exterior of the wall, or R-15 on the continuous Insulation on the interior of the'wall, or 8-21 cavity insulation plus a thermal break between thellab and the basement wall at the interior of the basement wall. 10/15/21 +TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous Insulation on the Interior or exterior of the wall. "TB" means thermal break between floor slab and basement wall. Mtkcitliall '11ligitjtatignametaktl. • Please chedithe appropriate box to desalbe which of the four prescriptive Whole House Ventilation Systems you Will be using AND till In the required:whole house ventilation rate in CFM's. (See "2015 Residential Whole House Ventilation Rate" Handout.) • WHOLE HOUSE VENTILATION METHOD Whole House. Ventilation Rate Intermittent Whole House Ventilation Using Exhaust Fans & Fresh Air Inlets. (IRC M1507.3.4) Intermittent Whole House Ventilation Integrated with a Forced Air,System. (IRC M1507.3.5) • InterMIttent Whole Huse VeritilatiOn Using a Supply Fan. (IRC Intermittent Whole HciuseVentiletleriusing•a Heat RecOvery Ventllatien System (RC M1507,3.7) roti C, en Sourc Required in eachldtcheri, bathroom, water.closet compartment, laundry room, indoor swimming poolispa and other rooms where water vapor or cooking odor Is produced. (IRC M 1507.4) Fan efficiency from.WAC 51-11R -Table R403,6.1 MnImumSurce fSDecilcVentiIaUon Capactv Requfrements gator Efficiency Creditg Each dwelling .unit shall comply with sufficient options from "Table R406.2 so as to achieve the following minimum number of credfts as descrthed on the reverse side of thls page. r' '• • Small Dwelling Unit: 1.5 credits (Dwelling units less than 1500 SF in conditioned floor area with les S than 300 square feet of fenestration atea. Additions to .eXisting building .that are greater than 500 SF '6f heated, floor area, ' but less than 1500 SF. TOT 4C:t W"ittt WilOF FENESTRATION ) }.... (doors, winclaws, skylights) Bathrooms - 1.1 illty Rooms -• • Kitchens . In-line fan • --- interrnittently'operating 50 cfm 100 dm • • Continuous operation 20 cfm 25 cfm - )Jr Flow Rate Minimum (dm) 10 90 Any • Any .... Minimum Efficacy (cfm/watt) 1.4 dm/watt 2.8 cfm/watt 2.8 dm/watt • 2.8 cfrn/watt • Air Flow Rate.MaximUm{cfro) . >90 Any Any Any gator Efficiency Creditg Each dwelling .unit shall comply with sufficient options from "Table R406.2 so as to achieve the following minimum number of credfts as descrthed on the reverse side of thls page. r' '• • Small Dwelling Unit: 1.5 credits (Dwelling units less than 1500 SF in conditioned floor area with les S than 300 square feet of fenestration atea. Additions to .eXisting building .that are greater than 500 SF '6f heated, floor area, ' but less than 1500 SF. TOT 4C:t W"ittt WilOF FENESTRATION ) }.... (doors, winclaws, skylights) Medium,Dvvellipg Unit: 3.5,cradits (All dwelling units not included in #1 or #3. Exception: Dwelling units • serving R-2 occupancies shall require 2.5 credits, Large Dwelling Unit: 4.5 credits (Dwelling Units exceeding 5000 SF of conditioned floor area. Swing Door (24 SF Max) Additlant less than 500 SF: 0.5 credits Inch • Fenestration Schedule Please check the applicable boxes and complete the information below WeightedAverage: Using the Prescriptive Method, all glazing must have an "area weighted everage" p -Factor of 0.30.1rhis means that some windowt can have a higher U -factor than 0.30 and some can have a lower U -factor than Q.30, as long as hnarea , weighted average is U-0.30 or lower you may need to complete. this form to document glazing compliance when applying for your building permit. 0 Dwelling units less than 1500 SF in conditioned floor area: If using the Option for new dWellingS less than 1500 SF of conditioned floor area with no more than 300 SF fenestration tal Electronic version available at: httn://www,en_eritv.wstudii/Docurinents/2015%20Glazine%20Scheatilemlsx ,. ••• Exemptions Ref Glazing U -Factor Swing Door (24 SF Max) Feet Inch Glazed Fenestratior(15•Sr Max) • Qt. Width • Hel ht Feet Inch Feet Inch ..----... .... HIGH EFFICIENCY HVAC DISTRIBUTIONSYSTEM: . • g erqcomponents installed Inside the conditioned space:Ibis includes alt equipment and distribution All heatingand cOoiinsysl coinisonents such as forced all ducts, hydronic piping;hydronic floor heating loop, convectors and radiators. All combustion eq violent shall be direct vent or sealed combustion. ' • . . For forced an ducts: Amaximurn of 10 linear feet of return ducts and 5 linear feetof supply ducts may be located outside the , conditioned space. All metallic ducts located outside the conditioned space must have both transverse and longitudinal joInti sealed with Martic. If flex ducts are used, they cannot contain splices. Flex duct connections must be made with nylon straps and Installed using a plastic strapping tenslonIngtool, Ducts located Outsidethe conditioned.space must be Insulated to &minimum offt-8; .. Locating system coMponenii in conditioned crawl spaces is not permitted underthis Option.- Electric resistance heat and ductless .. heat pumps are not permitted under thls option. Direct combustion heating equipment with APUE less than'80% Is notpermitted . under this Option, . Vi4POWt.0,0110,tetfMNYO.P.#110.41..# i*ICOP,1110(#04400$1'40.0.00-ktifIEVIM0001 IMO Viiiiiiiiiiiiiiihk &sal g ei0p.ntirie WO alirfiliailihowthe location of the titatrng anti coofine Ouljimeniiind cilitheductlitork. • 1:ii •system ... • , , • •.---- • EFFICIENT WATER HEATING Sa: ,, ' All showerhead and kitchen sink faucets installed in the house shall be rated at1.75 GPM or less. All otherlavatory faucets shall be rated et 1.0 GPM or less. • .• • • • . Plumbing Fixtures.Flow Ratings. Low flow plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply, with the following requirements: . . I• 1. Residential bathroom lavatory sink faucets: Maximum flow rate - 3.8 L/min (1.0 gal/min) when tested in accordance with ASME5a . A112.18.1/CSA B125.1. • . • . • 2. Residential kitchen faucets: Maximum flow rate - 6.6 L/min (1.75 gal/min) when tested in accordanceWith ASME A112.18.1/CSA ' .0123.1. • • , • 3, Residential showerheads: maxirrium flow rate - 6.6 L/min (1.75 gal/min) when tested in accordance with ASME AI12:18.1/C5A • • 8125.1; :,.L••• ' - . . • ,... ......... . . ..... .... . . . .. . . V.44.6ii.041."Iri1/40414:04#t"iirdiliiiermft.c1toivings shall splay:he-9/0ton beilig selectOvincrSlitill spe* the mpOniunillOw .itit01.c}(40400•044.#00441i)14444t40401:01*.kaiicitfilY Mites. • - • VERTICAL FENESTRATION (WINDOWS AND GLAZED DOORS) Component Description Cl&er.101,111 Ref OVERHEAD. GLAZIN9SSKYLIOHT) Glazing U -Factor %It.,) • . WI Feet dth Inch Helg Feet ht.. Inch 4, e.) t 4, Area L4) Sum of Vertical Fenestration Area and UA Plan 'lb Component bescription Ref • Glazing • U -Factor Area Weighted U = UA/Area 6C? Sum of Vertical Fenestration Area and UA Area Weighted U = UA/Area Sinn le Heatitter jAggs Electronic version available at: httn://www.enerev.wsu.edu/Documents/Heat Sizing cocle%20specs final 2015.xls • Please complete thejollowiniiiif*ation'legarding the heating s.,94tern't*thlS'prAeCti:•The electronic version automaticallyrealculatei the information based • Offtheinferriqtienselecte.d.irhe paPerfortri Oiblitiney be•Osed if &cornisger.isnot a Jiblbtv1iihepdto beihand calctilated..• •'••'! • I • ,HEATitialSYStEifTYPE • DESIGN TEMPERATIMEIBUrien) AREA OF PAWING. Conditioned Floor Area Average ceiling height Conditioned Voluine (Mee x Average Height) 'M20160E0'000% • 1) factor Default ' • ' • ••tForced'Air Frirrinee .IMSLILATION • • Attic. • R-49' • • R-38Advance4 Single Rafter orioiit Vaulted :Cei5ngs• 10 -factor •X 0.027 . 11 -Factor X • 0.056• •• 0.044 Floors , U -Factor X • 0.30 Crt-E=.79. 46 X Am e• UA IMO U -Factor • X 0.026 0.026 R-38 Vented Above Grade Wags R-21. • R-21 OH CI) • R-30 • Below Grade 111/alts • R-23. interior R-10Exteriar CI) Slab Below Grade • 0.029 II -factor U-0.042 UI -0.064 &saw X R-5 TB at edge ' 0.57 Station Grade F -factor X ••R-10 2' perimeter • -034 R40 Fully Insulated 036 LOCATION OF DUCTS • Conditioned Space • Unconditioned Space Sum of 11A • . . • Envelope Heat tad, • ' • •Surn (RINK Cron Temperature Difference Air Leakage Heat load. . ((Volume X as) X Deign Temp) X..018)) Du Area Area Ib 1 Area Are R -TD - Area Length • Len• gth q1. • IIA OA • VA - • a•leae coefficlent3. yiLly)ett Building CesIn Hat Lad • Air Leal:age+ Enylope Heat Lon . , Building and DuatHeat if ducts are located in unconditioned space: Wm of Building HeatLos,s X1.10 if ducts are !mated In conditioned space.: Sum Of Building Heat Loss X 1 • Maximum Heat Equipment Output Building and MCC 14eat Loss X 1.40 for forced Air Furnace Building and Duct Heat Loss X 1.25 fur Heat Pump 1-5;751Btu.1 Hour qo Zi'f4At ‘gG ••-'• •••. ••••••.... •.• . . . • • • ' •'•‘i• : • , . 27.1.z7V1/47 1 J4 •"• - " , rev A PiVt% rtt Btu HourParcel 537980-.0650 ; • • . Btu / Hour Btu/Hour • A -z-71 ft/ Hour Legal Description MC MICKE.N HEIGHTS DIV # 2 LINREC POR OF LW...S. 1 82 OF KC SHORTPLAT NO '777012 RECORDING NO ; 7712020953 LY SLY OF FOLG DESC LN BA.AP ON WLN OF LOT 2 ti,NiCH IS S 0-15.50 E 94 FT FR NW COR TH S.69-59-10 E 36.17 FT TH 8 57-16.00 E 24,80 FT TH S 89-59-10 E 33.03 FT TAP ON E LN 'OF LOT 1 & TERM OF I. 80 LN - AKA LOT A OF CITY OF TUKWILA BDRY LN ADJ NO 87-3 p LA RECORDING NO 8704100505 PLat Block: 5 Plat Lot: 36 . . ........... • • C- 3a • . • - - • - - HIGH EFFICIENCY HVAC EQUIPMENTSa:• - ••• ... . • . . . Gas, propane or oikfired,fLirnace with minimum AFUE of 94%, or Gas, propane or oiled -fired boiler with minimum AFUE of 92%. Projects' May Only inchide credit froone space heating opt*, 3a, 3b, 3c or 3d. When a housing unit has two piece's Of equipment (i.e., tWofurnaces):both•must meet the standard to recelve.tne credit. .., . . , . ,,, .. ,,,.. ,,,,,,,. Toiri40#042.,, fm ###i d /kfii0111..10;iOivn . ii. ,.'.iii:Oi•v fivislia,1)•specifii ifia-e*Ionte44 •seiecterkilid. sh.iggisiiii -Y . :14000 0 0.4000.03kiaiWtlif iiiiithiVik0.014in .0 af•C '000, •• . • 19',. • ..----... .... HIGH EFFICIENCY HVAC DISTRIBUTIONSYSTEM: . • g erqcomponents installed Inside the conditioned space:Ibis includes alt equipment and distribution All heatingand cOoiinsysl coinisonents such as forced all ducts, hydronic piping;hydronic floor heating loop, convectors and radiators. All combustion eq violent shall be direct vent or sealed combustion. ' • . . For forced an ducts: Amaximurn of 10 linear feet of return ducts and 5 linear feetof supply ducts may be located outside the , conditioned space. All metallic ducts located outside the conditioned space must have both transverse and longitudinal joInti sealed with Martic. If flex ducts are used, they cannot contain splices. Flex duct connections must be made with nylon straps and Installed using a plastic strapping tenslonIngtool, Ducts located Outsidethe conditioned.space must be Insulated to &minimum offt-8; .. Locating system coMponenii in conditioned crawl spaces is not permitted underthis Option.- Electric resistance heat and ductless .. heat pumps are not permitted under thls option. Direct combustion heating equipment with APUE less than'80% Is notpermitted . under this Option, . Vi4POWt.0,0110,tetfMNYO.P.#110.41..# i*ICOP,1110(#04400$1'40.0.00-ktifIEVIM0001 IMO Viiiiiiiiiiiiiiihk &sal g ei0p.ntirie WO alirfiliailihowthe location of the titatrng anti coofine Ouljimeniiind cilitheductlitork. • 1:ii •system ... • , , • •.---- • EFFICIENT WATER HEATING Sa: ,, ' All showerhead and kitchen sink faucets installed in the house shall be rated at1.75 GPM or less. All otherlavatory faucets shall be rated et 1.0 GPM or less. • .• • • • . Plumbing Fixtures.Flow Ratings. Low flow plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply, with the following requirements: . . I• 1. Residential bathroom lavatory sink faucets: Maximum flow rate - 3.8 L/min (1.0 gal/min) when tested in accordance with ASME5a . A112.18.1/CSA B125.1. • . • . • 2. Residential kitchen faucets: Maximum flow rate - 6.6 L/min (1.75 gal/min) when tested in accordanceWith ASME A112.18.1/CSA ' .0123.1. • • , • 3, Residential showerheads: maxirrium flow rate - 6.6 L/min (1.75 gal/min) when tested in accordance with ASME AI12:18.1/C5A • • 8125.1; :,.L••• ' - . . • ,... ......... . . ..... .... . . . .. . . V.44.6ii.041."Iri1/40414:04#t"iirdiliiiermft.c1toivings shall splay:he-9/0ton beilig selectOvincrSlitill spe* the mpOniunillOw .itit01.c}(40400•044.#00441i)14444t40401:01*.kaiicitfilY Mites. • - • " ...OW. • • 5b ,,, • . . . . EFFICIENT WATER HEATING Sb: • • •. Water heating system shall include one of the following: Gas, propane or oil water heater. with a minimum EF of 0.74 . a water heater heated by ground source heat pump meeting the requirements ofOption 3c. . Dat FOr ft -2 occupancy, a central heat pump water heater with an EF greater than 2.0that would supply DHW to all.the units through a ce minimum pipe insulation. • •. • .. . . . ..o..rty,offeldckitiriffils credt•gf&hirlfrIkrtperni4zirowIngs.siloltspelytfoopfklybelng4ettittitt ditinhirlISPiirifijiseater fidiliiii OiirinerfttY *040.0070*,....,,„?.........j........._.ft,0400.010.0f 1 .....,., _. _ . . .._ • 1,0 . •. . , __(----)Me4.72,e:24e2s 7.47 C 77 /6-\//`Y /frim 4,74/ dd.• Mitx : •e;mpt.tius/ rEe-D oL!At> .I (.. • 1,4-1 I- 11=Sir Pere -C 5 24$6••,l.L. l'3- tet, <5.1Q. --ef____ __ S.e-tr4- 1A)IX.L.Wcip_t5.4.2frigo * MIN or- 7-5/0 - • ti • i . . •.• • 1 . `1- hese plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequac: of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. - - • Date: -•- By: -r- 4-7 - %• • - • • -5 I -49/Y.0 TXL .0.6 FILE COPY Permit No. Plan revl,r2:), c -F.:2--:27::1 13 Sill:0Ct to errors and omissioni Approval of C011:OCU7110110 dOCOn3tCli.j1011,73 the violatioi of any adopted code or ordinram. Rccp of aPprovec.1 Raid Copy and COTICIii1023 is LICIZTIOW1OC'COCi: Date• : 0 _ City of Tukwila BUILDING DIVISION 7g -w Jrtol- eA;Ce.d' - 41 KA 44 lzp-cei,`` c%Wiez,1 SEF RE t7. _ . I 1. h.anical el c.c.* -2.1 • bing CK.s, ;77,oing. City c.; r . . _ • of work k.vitho t prior approval of REVISIONS No changes shall be made to the ,-;cone ,1/4 -fila Building Division will rcquire a new plan subrnutai • and may :nice addtional plan' rovim f:7•7,;.-; 0?-PE-Itg":4 • .,,...',,,',";(1.;':.:..•;:i;',7?.F...';:,IF;g:•",,,dt,t.vstr...two• • ,,,..j..L.,,,,..,,,,y,,,,,trot,satrasci..2.t.t.,,c,in".1.1,1..,,, Witt.. 0....11,. .C....r..4.1.....11,....M.V..........01....•.-4,,,,.....0..C.,.....,.......1"....1.1,..:1....1%,......,...,,,,G...,-4,..U•Ot......,,.a4:061.4.,...-4,VA.K.,......4i/MIC',..4,'.411,4,11,14H.,,11,14,,k,i,..,.....,,.....r.A.,4151,.!,a'a.,?.?......11,0114/"......liol,.,..yd.,,,,,,,i111.1.3........-11,,,,,,,i'i.f..L.'0.,.......,4'..i..,...,,,;.1.a14:A..L.441,......t.ri,,INi...v.,,,,,./.Mair...,,...U...,2.K*'..h.,44,/,:',41.4.4,4,....5.,...E..6,1.4-., . t ' . • . . . . RECEIVED CIYY OF TUKWILA JUN 13-201? PERMIT CENTER CO R RE LTR# 1:11N90 LIOZ€ t Nnr 0 All '3 REVIEWED FOR COMPLIANCE APPROvED JUN 28 2217 • ctrcf Ttikwila BUiLDO r;')ViSION •-• •• • •10.4......1 ,...,...6140.4Ai•Jay•AY•664Pto....4 `.1,taur.i: • • • a......�.�...�.,........-�..`�+n.....ay.wa:....:w ..aw+r�wvus-.:+-.��a.r�.�ruw•�sr✓wwu,--. .._-wwu.wruo+=-. ... ... ..__.._w• -.-.-...--�+✓ww�ucw�nr�+wen._.__.......yw/wY ...-••-uw+:vua�...rwvw�r.�o+..__..Ny.✓�rewawnvaea�wt+hvvu+aa�w�wsw.✓a�uwrtw.sw.u.wwr.:rer�uurwr/a+v/iHvwfW+Ww•rwtrxGw.+rrMiuwawnwverxtrwMauruv�t.r�..nasuv�v+Aa.urvlvru4Saua.r '- N.rw.+reYNhnrs[s>.alY --t .�ccccu�u3ww�'a.v�•.cmwrs.vy.:uxm,:..x r�.uccv. i_ . .7 s_.- ,�— ___ .0.410 l t. 7 .11,111111.1111.. pe_ L •r+.wwwrr.v.a..wX+em W w'°war"num.+u.r�wiwv.unnr�ur+s.nwv+rwrn 1A r wwvww�avxr<mo:non�uu.avwwwwuww►uorov�vlr�uwv�wv.w.+.+xw.w.wranawatRsswwr �tirtxwr++snawwnwmuma..w.....rwro.u�urw�wwrur...w n-.,,.--.• Z.47.! -e711 .414 r1Ns �tllr �• ...•• _- nY� v�IMiK+.t1YL+CYYihW'NKTI'MND•aV?W'A...Ii:�1.11Ii1{Y+IYLiT'JL1[1"N' )l'+.Y<LW'w•..�w« L•1.4vlWGiduan a,i•• yy/Jy-._ W5(Jd+W(nYuei.._.. ....x nn•.GIM1AUl'11d1MS:fiIYXlii`:eNd'vYa4il% .h:.fll/il:4,•e/T NYi,1•4 6,14 iINYMMIEM1.WWWYi411.6r,MOMNAtArlaYIMMh Y•y,`5`-Mbu4A.MIUled.,..4.44.141fa..... WiiMM. Y rw0L // ,IaLa.f.•,{aMatlata.a*SOJJAUM2LOLY L.1.11•44..40 Illiamogaramo siPoo RECEIVED Cf V OF TUKWI JUN 1.3-2017 PERMIT CENTER JUN 2 8 2017 A City of Tukwila BUILDING DIVISION `-_"•",-r.a...aweM./AM:aj.wrlFrr/s+Jwr+.{..ww, ry~rWrxwlYauaww..,60,0 Orad*faFaV'uvAn,cMwrolwAr.immarvo vvraffly.niktY,14...Fv!rnYtNM1rovtorwuxN1,,ArmmentiewsWw;aluxltlmiafsi*ViDM!tYreortvgalor'Y.,Ptina40060.xRYG Adat HoStoto401Y.filstrAicii.Sru:Yf'~tTM,40:40wtvm' tr.,M6,x,V.46,71M.M'saracead vi vWastmourNNo]mGSisatien& 1:1�JiCecldi:taiou'ach,taks,4-'dk:P114ufA✓wWY,,,aAv:wkw.u.u.E%ur4,,uwoa"'- aur,, 'fr,tiptJdn�tl'.']'F;+uJ==fav— *L,! J•'"—..—_ra.�i.iiW ii6iiYi�YY1Yf�`'1WWNY'J%1J.yu'YM!•IJ.IiiV.iViii�i.W.�w1i�l'v}iiiiV.w41:J.LNIYN�.SaW'WM441ieWtlWyuiaX4n/W.RibwlYr4t%✓'�_.u__+-.,[:riLu:+r'M/fYWSII.uFMJ'J.Wyr.}�wYI11i:+M'+Vt(.iu.WYVWWIHWNNiVi�IWHY'I�G'✓wG1.CMH1iwY4WM wdwNJ�aWi.MV11/IA�1IObnhYk 44 -to 17- =10 14 i • wat..•+.... rf llb -14(4—;1>13 rkl t Cc* 10-d -4-k(151.- r 12pe)r , 6 L ••••••••* VeAl.t.-- ta / • 4_ F o stt tA.45-; 144 - .4 •••••-•••••.* •NEC 250.52 Grounding Electrodes A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of 1/2" or larger reinforcement bar or Bare copper conductor not smaller than 4 AWG, and shall be located horizontally within that portion •of a concrete foundation or footing that is in direct contact with the earth & encased by at least 2" of concrete. . (NOTE: 20 -foot rebar shall be one continuous piece tied alongside any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) A • 11.-teo Fr ILp '1 ••••••••, e.14.1.> -7 (201%.-• st..4/—olat-Ap- Apc:r /Kr,/ -L._ • a 4Ar-A),f, LJTTLTY. \P-irrAi3 . • ; •v— An..., • . . UV/A 4.42 " • • " 1-tif 7.1417-;_2.__74e4o. _ _ • . • .7ri&*4!Ae.,---4=5,.=. 41',P • • • -1-7-117--r-- IT, 029 RECEIVE LY OF TUKWILA REVIEWED FOR CODE COMPLIANCE • APPROVED. JUN 28 2O17; City of Tukwila' BUILDING DIVISION JUN a- 2m7 • • PERMIT CENTER ......ror.“*.......*•••••••......•-•••••••••••.•••••••••••41.•• *••••••••.•••*44.......•••.****.••••,..... f pc--€4,=---- L .11• -••TIT !VP,. • (---* • it I • r •-e/* frb4w3.--) a • R ..PPRO JUN 2 8 2011 71-;-- b 1 oo• City of TukwilaDMSrli\i, ju0ENCFEIT13,uVi<EzoDwtiv PE.1-iivilT CENTER aaJrata.rasa.rasama,alaa•axaaJaalaasaasala-,...,:aaajaaanaIwa lawataaa, zaa laaa Sat..., • 1.4 1.,.0 .144 4• 1.14 a•.•a•. • • a sa• ,tiaaant - 1rasa...averts • • • •rr.r.rarra, r,b . . . . . •..., . • - • el 40 z.z_plrztet,y,21- rgeroo***00;.**.area 1..**6•41...“1:1011.41...(V, '7777.777 litrV 7-41L:__Vr,:4ctrni4 .riwirtrIT . ( - • . --.. \. 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Ci BUILD T kwila IVISIO • i .0 IM .. , • . ,- (ft; wood a Sal shsol he anchored to the - kt ' 4., . , anchor boas- 1 triceirnoreefe reat on center, or 4 foot on tea** bags aver 2 in• ',•: ., height rem sit!�l f)e itontroartorpro holte pei phao mean ant oohed, •ocelso :teretternw hi , WOO** end 4:0, tit ;,. • I* "OTMCOPECtinitoa. noVfOienyavolk M0MITIVIMoolt nut. Thodi Or. Viel# WM Wp to. 31,13 MO Negev nto, lOt Plowittrd 4 0010,Mket rather ht 11.111011.1 0,14P) AUFM4nrat 0 • • I ; „ . • • •r• .::';:;;r:11:7(f".;ry.gl?• 1 •••• .f 40+1 , • • • • 0.1.tenuarve.1!51..ussedairat.. •33313..•3•••,.2:ra7/3.7er,1*vat.% r.est te.eaeo..extb.. •»za• ,A .4*27303stM3»u71•37374317*37e.2.1.11.1433ee7337eneeKoor.c..7..117*4i4e7,43 3a3.6..1137.1.1730031.rne31ne.po313334i7331 73*...7334A7W.3._em.wztr.,:n3373737,3tr7*...3...-ett3AIN41,10.11.3.4144.354.,14A • NGINEERING INC. .54 • eil7;414-1$ X7it- /14frkdoh •a/-1 /72,11 70 A if /4z,,, 4 44 74,0147.44 '5A4144.1 hi/AI Pftr'w • P. 1;74044d 4/ ) 44, .547* 54419 4fA4et/s- dWzicqi ikzY i/A-1.64a 7821.- 168th Ave. N.B. Redmond, WA 98052 (425) 747-1500 mitchellenginemingine@corncast,net 410k-A*1 57740J 4.4.v JiJ IJ tptor. 04444.4 * A 0444,14 (id 2044 OP 16e ---oth' 1.1,4 5,14,44, ?0,144. la 4400 ‘44,-44 24t,,s.e.Z;, r14 PREPARED BY DATE Shear Wall Nail Dess_Ize 8d 8d P1-6 * P1-3 P I -2 P2.-3 P2-2 8d 8d 8(1 3,-(4* 4)(V4 04 440 6040 451/404/ gt. PROJECT ,A1/47/4r4=1 SHEET NO. /2 SUBJECT dgNik-4 deut 424 Li JOB NO, 49,7 22 ess 6" -- 12" 1 12" _3:: 12" • 1. Si1E,W WALL SCHEDULE • Nall S Top/BUIL Blocking Studs. Ppite 7F -if 6" Yes 3 2" 3" 8d 211 12" Yes Yes Yes Ys Ye,<4 ALLOWABLE Sk Rem-kir #2 #/Ft 210 310. 400 525 800 1050 ••••••11..., •••.*.o.1*.e. • Shear Wall Notes: 1. P1 - 7/16 A.P,A. rated Plywood or Orientated Strand Board (0,S,B.) on ons side of wall. P2 - .A.P.ts rated Plywood or Orientatedkrand .Board (0.S.B.) on each side of wait 2. For P1-3, P1.2, P2-3, & P2-2 shear walls use 3x studS at adjoining panel edgcs. Nailing shall be staggered. 3. Nails shall be 8(1 common. (d = .131 insh) , •• 4. Where plywood is installed on both sides of wall plywood joints shall fall on separate studs each side. 5. All panel edg-es backed with 2 -inch nominal framing for P1-6 Sr, P1-4 shear wall. All panels edges backed with 3x framing at P1-3, P1-2, P2-3, &. P2-2 shear walls. Install panels either horizontally or vertically. Space nails © 10 inches on center @ • intermediate stspports., 6. Alt finchor bolts shall be installed with hot dipped galvanized plate washers. 7. Refer to Ibmidation plaxi for anohor bolt sizs, spacing and naidsill/rim connections. • z MITCHELL ENGINEERING INC AdgeWP 1.4,,L6fj fr1/70 /e2;46:0./r 74 Lop, 40 *Pr h„f„,V5:./.--- 2i, 94„,,.../2 Ac .3e/ip a54 A 4 574 lArk444/LL n2,5 0705,4, (r) 4 -**--,0, 2y4 ilfge /Mgr 7821 -.168th Ave. N.E, Redmond, WA 98052 •(425) 747-1500 tehellengineeringtnc@comea.st,net /Pinot.' /77. da 4641 1"2, 4445/2 040' PROJECT4/2 717.14.1144. id.- SHEET NO. OF SUBJECT. JOB NO. Z,V/ 7 225 STRUCTURAL NO1 ,ES CODE: DESIGN IS IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE (I.B.C.) AS AMENDED BY THE, LOCAL BUILDING DEPARTMENT, LIVE LOADS: ROOF-------- ----------- 25PSF FLOOR---- ------ -- - 40PSF LATERAL . WIND. . EXPOSURE B, 851V1P11/110MPH(ULT) CLASS D FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 1500PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUIvl OF 11-6" BELOW ADJACENT EXTERIOR GRADE, CAStRN-PLAPE CONCRETE: • • c=2500.PSI @ 28 DAYS.MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE ANT MAXIMUM OF 6-3/4 GALLONS OP WATER PEI:Z.94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1.1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE *CONCRETE CONSTRUCTION SHALL CONFORM TO BUILDING CODE • REQUIREMENTS FOR REINFORCED CONCRETE, ALL REINFORCING STEEL; DOWELS, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED 1N POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BI3 5/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIM. UM SPACING OF 2 FEET ON CENTER, MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 6 INCHES OF EACH END OP THE SILL PLATE, DIPPED GALVANIZED CONNECTORS' SHALL CONFORM TO ASTM STANDARD 153 AND HOT DIPPED -GALVANIZED CONNECTORS SHALL CONFORM TO ASTM A6531\4 CLASS G-185. • STAINLESS STEF.L FASTENERS AND CONNECTOR.S SHALL BE TYPE 304 0R316. SIMPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIREMENTS ARE Z1vIAX (HOT DIPPED GALVANIZED) AND SST 300 (STAINLESS STEEL). FASTNERS FOR PRESSURE TREATED AND FIRE -RETARDANT TREATED WOOD SHALL BE ZMAX 'HOT DIPPED GALVANIZED (G18.5), OR STAINLESS STEEL. RELNFORCING STE'EL: • ALL REINFORCING STEEL SHALL BE PLACED .IN CONPOR.MANCE WITH THE I3UILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI, DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A- .615 GRADE 40 FOR #5 AND SMALLER REINFORCEMENT AND GRADE 60 FOR #6 AND LARGER, ALL REINFORCING BAR BENDS SHALL BE MADE COLD WHIZ A 'MITCHELL ENGINEERING :5064: 1DL , )a 1,336041,*f 14 10),9446 /4.11/i40 j4 ii4e) AtIZ Att. /547 4/49.40#4r -r .4./ =4:4/ Mi46. ,7‘ ',45 44/ • 4! • "7-7? f?;;" • 7,fi /f471 e'eoistag 2/5' 0.--jvN1e a41'..04 • 45,47.) 1211' 45,0.44... AlfJai eofriltza 444 • 7821 - 168th Ave. NJ3. Redmond, WA 98052 (425) 747-1500 mitchellengineeringIne@comcatitnet 721/.14 er AV '1-4 M ‘974, / 7 475 et", owe 494 11,4id pb2.. ge, 7A. Mk/ 4f400:14 41-14?-ef.4 mool /4, J. /7,4y7. ..z7740 Moe /1-- 1924 3 PREPARED By /44.i PROJECT /14/4/1:4 /101 **IL' SHEET NO. 43 OF DATE •471/1sUBlECT JOB 'NO. 0 //wft.a6 MINIMUM RADIUS OP 6 BAR DIAMETERS (11.7" MINIMUM), CORNER BAR.S (21-0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE, UNLESS NOTE OTHERWISE ON TFIE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS #.5 BAR AND SMALLER. 3 INCHES 2 INCHES 1-1/2 INCHES STRUCTURAL STEEL: STRUCTURAL STEEL SHALL CONFORM: TO ASTM A36, fy=36,000 PSI. ALL WELDING SHALL BE IN CONFORMANCE WITH ASTM AND AWS STANDARDS AND SHALLBEPBRJORMEDyWj-� CERTIFIED 'WELDERS. STEEL TUBING SHALL CONFORM TO ASTM A500 fy= 50,000PSI. *STRUCTURAL TIMBER: ALL LUMBER SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST. EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE • SHALL BE PRESSURE TREATED. ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELOW: • 2X FLOOR JOIST 2X ROOF MMUS 4X BEAMS 6X BEAMS LUMBER NOT NOTED • • HEM-FIR#2 Fb=850 PSI . HEM-FIR#2 Fb=850 PSI DOUG'-FIWLARCH #2--- -Fb=85 OP SI • . DOUG-FIR/LARCH #2---Fb=850PSI HEM -FIR #2-----------Fb=.850 PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL. HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO 13E A-307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBBbMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE W1TH THE CURRENT LB.C. SCHEDUL:E, STRUCTURAL LAMINATED LUMBER (GRADE 2.0) Pb=2600 PSI E=2,000,000 PSI Fv= 285 PSI . . • • 'MITCHELL ENGINEERING INC. itkolr i!poe. Al C:" •14.44.7 17 02/ 411,40 14.4. 6)44/44 lit I". /44.0 /:).7 zi:50.,-1,4 PRFARED BY DATE .1 • FLOOR$j3 TH PROJECT sUBJEcT 7;:-/kwzA 7821 - 1,68th Ave. N.E. Redmond, WA 980$2 (425) 747-1500 mItchellengineeringinalcomcastnet too frh MEET NO. OF JOB NO. • "/7-22 • . . ;SHEATHING SHALL BE 34 INCH TONGUE AND GROOVE A.P.A, RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS, UNLESS NOTED OTHERWISE NAIL will 8<I COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES AND 10 INCHES ON CENTER AT. INTERMEDIATE SUPPORTS, THE FLOOR. SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE jOINTS.WITH AN APPROVED ADHESIVE. WALL SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL occuR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 6INCHES ON CENTER AND -10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS, ..9LUAIVIINATED mita : LAMINA,TED TIMBER SHALL 13E DOUGLAS -FIRJLARCH KILM DRYED. STRESS GRADE COMBINATION OF 24P -V4 FOR SIMPLE SPAN'S AND 24F -V8 FOR CANTILEVER. AND CONT.INUOUS BEAMS. ROOF SkLEAT G: • SHEATHING SHALL BE 5/8 INCH A.P.A. RATED SHEATHING, SPAN RATING 32/16, 'INSTALLED WITH LONG DIMENSION ACROSS SUPPORT. PANEL END JOINTS SHALL OCCUR AT SUPPORTS, NAIL PANEL EDGES WITH 8(1 NAILS SPACED AT 4 INCHES ON CENTER AND 10 rt\rcinis ON CENTER ATINTERMEDIATE SUPPORTS. "Taw. FRAMING: PROVIDE FULL DEPTH "MOCKING FOR TOIST AT THE SU.PPORTS, FLUSH BEAMS (RI) AND ITEADER.S NOT CALLED OUT ON THE PLANS SHALL BE (2)2X8. ALL ygRTIcAux LAMINATED COLUMNS AND HEADERS SHALL 13E SPIKED TOGETHER WITH 16d NAILS SPACED AT 6 INCHES Ori CENTER. wAri.,,JERAuThril .ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 HEM-FWITH ONE CRIPPLE AND ONE STUD .AT EACH END FOR OPENINGS 4 FEET WIDE OR LESS. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS SPIKED TOGETHER WITH 12d NAILS AT 12 'INCHES ON CENTER. PROVIDE 2 LAYERS OF BUILDING PAPER. BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE .Barrom PLATE AND DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD wrra 2-716d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2-16d NAILS AT EACH SPLICE, CORNER. INTERSECTION, STAGGER SPLICES A MINIMUM OF 48 INCHES, ROOF TRUSSES: TRUSSES SHALL1313PLANT FABRICATED .DOUGLAS-FIR/LAR.CH OR HEM -FIR, TRUSS MANUFACTURER SHALL sumvirr SHOP DRAWING AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. SITI3MIT TRUSS DRAWING TO THE ENGINEER OF RECORD AND BUILDING DEPARTMENT FOR. REVIEW AND APPROVAL PRIOR TO FABRICATION, ROOF TRUSSES SHALL BE DESIGNED AS ATTIC ,TRUSSES WITHOUT STORAGE. REVIEWED FOR •CODE COMPLIANCE APPROVED JUN 2 8 2017 City of Tukwila BUILDING DIVISION CITY OF TUKWILA JUN 1 3-2017 PERMIT CENTER MITCHELL ENGIN EERING INC. 4.514,4 ivAa. eAd aa-tia 4/ALT- 12 A7).14177 ft4 42) • /h v MITCHELL ENGIN EERING INC. c./7-747ki 1 J 11 ?1mcAl /q:41 kW" • 749/ 4 1.41.4t, PA 1 t•-• """"+""••—lt-^ -411T11044iit 71. II 0 0 5'1a- rr 1 - • 4 ° • t.• 11I t) • I• 444.pi • PA-' &p,a4,4t.7 fl -'1e40 /(11&) 5/41( .‘...r5 frit/ 44z5,1i54) ./ A -LA • d4ia fo'‘,4 1-124ig N.„4 .2.. • 44,/-71,:let agALI 'a74;144. /-41/b/d47-11 2)e ital*:147 24110,4pfikj 41///: vvvi 54,7"-v, ...5‘.670J 4i 3 MITCHELL ENGINEERING INC.t 't it 274 NI .it -1.1P5 121V' 74'5112" t*,AH1444-- 41-14 f3);4',41/4') itrig. ic)iA.'L par i;pia.ALe D4-7-2 4 3 MITCHELL ENGINEERING INC. "11=111* 7821 - 168th Ave. N.E. Redmond, WA98052 (425) 747-1500 rnitchelle,ngineeringino@comcast.not exe- `d4 '444/. P/' . 41'..A/4.pg /5,2.,77.7):;Ms • . i42 7821 - 168th Ave. I\ Redmond, WA.98, (425) 747-1! mitchellengineeringinc@comcast, MO. 1 MITCHELL ENGINEERING INC 7821 168th Ave. N.B. Redmond, WA 98052 (425) 747-1500 mitchellengineeenginc@comcast.net • MITCHELL ENGEN EERING INC. A/L 5/1-t1lid /6404414/4 6P. 3fra • 444 P,44k 1 1 -L VS/ ///L&1 61-4477.1h:il A35"a 1-c4,1r,ve.., i)2 4-,45711:11 2,4 01111131/1~61611r..460610111600,4616161IN 111 ""4"."6"4"*"""°taa".""*"."*"..647""*".""*"'_.A. t /4' 440 4.67450. L 1•4.0,100 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2017 City of Tukwila BUL. NG DIVISION FIECEIVED CITY OF TUKWILA JUN 1 3- 20177 PERMIT CENTER ue'em6A. 1 ati 2.57AU 2//c4c4t4/ 41's ,4.141 /(),4%42&5P,s AA) SlAb- PI 9 ICC ft " 11,c-re,ILThAt 41- 514PO4i-1 mtlak-;/ A Tm••••••.kripayomr10.0•••••••••• • or -MITCHELL ENGINEERING INC. 414 00- Auo /4,4-) /b acid 4;,/pe olly62/444:1 123,4 - Ad4 54,4x. e44. 44.111- 22 MITCHELL ENGINEERING INC. 7821 - 168th Ave. N.B. Redmond, WA 98052 (425)147-1500 ini tohellengineoringinc@comeast,nec /0 /if MITCHELL ENGINEERING INC. 7821 - 168th Ave. NI. Redmond, WA 98052 (425) 747-1500 mitchellengineeringinc@comcastmei 5 I-4Ak- Mi. Wts MITCHELL -ENGINEERING INC. 7821 - 168th Ave. N.E, Redmond, WA 98052 (425) 747-1500 mItch eliengine eringinc@conwas t,n et 417- C/41 P/2,44 kek.41-. 2+ 1 MITCHELL ENGINEERING INC. 7821 - 168th Aye. . Redmond, WA 98052 (425) 741-1500 mitohelleugineoringinc@comoutmet MITCHELL ENGINEERING INC. 7821 - 168th Ave, N.B. Redmond, WA 98052 (425) 747-1500 mitchellengineeringinc@cameast.net 1\itit) eilt. 4 4 41144 /43fiti3#0144/i 4 //h,-/epiia .47,/itit, VV /44a. eiog- tevi6r 24.) 44/571ivr Mit '6(7 00). REC REVIEWED FOR CODE COMPLIANCE APPROVED JUN 28 2017 City of Tukwila e13 -DING DIVISION CI'tY OF TUKWILA JUN 1 32017 PERMIT CENTER • A(729/q/z) 1111110, MITCHELL ENGINEERING INC. a 542 /' ,4..5//2/1 ,54)4,14, 61:,"424., AlAki l lode c AI 4.4 0-1 11/14/Zz.. Li414.4E 6467701 4- -7,;k4.4,.., Z/145.11r/ zL- L + V 74z 44/077r WLR MI'T`CHELL ENGINEERING INC. 7821 -168th Ave. N.H. Redmond, WA 98052 (425) 747-1500 mitchetlengineeringin.c@come ast,net MITCHELL ENGINEERING INC. V..1Aez.1 L-1412 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 7474500 rnitchellengineeringlnc@comcast.net t4.1 7:17A14- 4‘ ( ) /`,45'' 151) 5.44,14/1g- .,1,/4 45% 5t4„4141 MITCHELL ENGINEERING INC. 782]. - 168th Ave, N.E, Redmond, WA 98052 (425) 74.7-1500 rnitchellenginceringi.nc@ corrcast.net MITCHELL ENGINEERING INC. 7821-1G8th Ave. N.E. Redmond, WA 98052 (425) 747-1500 mitchellengineerInginc@comcast.net corncast.nct MITCHELL ENGIN► EERING INC. i a 195? 27 782:1 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 mitchellengineeringinc@corncast.net /27- /4ilkiz 23 /hate 11215 51144i Ale411.* /ad L' afa,” )1 5- 1> 7&) , «'7f, " d 61 MITCHELL ENGINEERING INC. r?eilfr,) Aa. 1-.1p14 Fattj *I 41-0 54/4*- 7821 - 168thAve., Redmond, WA 98052 (425) 747-1500 mitche]lengineeringinc@conicast.net -----� 042 i24422je. JaAr rlii/PME:417411 /IA ttAt-1 3/1444. 114 142A1.--1 .i1ITCHELL ENGINEERING INC. 4,4)/4;e: epkq.- e2,4);4 1-664, 7821 - 168th Ave. N.E, Redmond, WA 98052 (425) 7471500 mitchellengineeringinc@comcast,net )4;figi_l)11 r.j4 :>r 4 42 11 o.0i9 2 fl/1) 6,00; -1.4%�, VIEVVED FOR - CODE COMPLIANCE APPROVED JUN 282017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 1 3--2017 PERMIT CENTER • 44-r Pt}7)W4* 01111:414‘ 71141 1.--4c41 41, 0,Nd 41,14. 0,97, 447g - 4q674/1 ),idA2,fj osilv I roic,,,k,4071. kit 47"4, 9f4 1#40,A, . 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Al4v4'5aPa /4v/114 61- 4- 0-14/11',5. fha 474/4417041 /yad Haj7JJ 54440 Wtr. qoaipt:// .5.11/41• ite4/41 '12,0749, 442 1/4th 74 ATA m ••••••••••••••• ro—woklie elomelko,... • vo.s • • o 444 • t4.44//y(2)27f •1-voitv:vit z4w4 tem /7-2.04.al• sto) NAh:e IAA& le -44. /da fltsit, /4&,144i47144044. 4'/7_2 4.11,5')2,411 /laid (kg/4% 66140 kAa 12J2 L $1044 4,4nm ot4 As;A:) A,1/57#4 A1,424 \AA I;)/ )flai4 L4ThId00001 044$'514141#01 4411.4 &)1149c AI Mtid I/124i • M -144710,:i 414itt. 4:)/74. 22,5 147740-ise. •• • Apt /04) 41047,1 • ge,w /9e4/it.11 54* „Mu iJ,igtg- 41(ii Age; ria.rdit Awigo), 447-- 22120 tAisn Potp/4166; )- 5 kvd- 4-/4AL ita,,aaP. REVIEWED FOR CODE COMPLIANCE APPROVED • JUN 2 8 2011 City of Tukwila BUILDING DIVISION RECEIVED .3rrY OF ruKwA.A4... JUN 1 8.2O17