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Home My WebLink AboutPermit D18-0303 - LE RESIDENCE - FIRE DAMAGED REPAIRJESSIE LE RESIDENCE 15808 42ND AVE S FINALED 9/14/21 D18-0303 Parcel No: Address: 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 8108600583 Permit Number: D18-0303 15808 42ND AVE S Project Name: JESSIE LE RESIDENCE Issue Date: 2/25/2019 Permit Expires On: 8/24/2019 Owner: Name: ` Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: GILLISPIE ANNE D 15808 42ND AVE S , SEATTLE, WA, 98108 JESSIE LE 13036 SE KENT KANGLEY RD #426 , KENT, WA, 98030 CLEAR VISION HOMES INC 1123 MAPLE AVENUE SW SUITE 110 , RENTON, WA, 98057 CLEARVH875NN JESSIE LE 13036 SE KENT KANGLEY RD #426 , KENT, WA, 98030 Phone: (253) 202-3390 Phone: (425) 277-1721 Expiration Date: 9/18/2019 DESCRIPTION OF WORK: REPAIR EXISTING FIRE DAMAGED ROOF FRAMING, APPROXIMATELY 14' X 14' AREA. REPLACE ALL DAMAGED ROOF FRAMING, NEW KITCHEN AND REPLACE ALL PLUMBING FIXTURES. ALL NEW WINOWS. Project Valuation: $85,000.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $2,425.30 Occupancy per IBC: R-3 Water District: HIGHLINE Sewer District: NONE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: Z Z cl I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: cress- (-c Date: z (2-s/2ei This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 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. 2: 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. 3: 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. 4: Insulating materials, where exposed as installed in buildings of any type of construction, shall have aflame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 5: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 6: All wood to remain in placed concrete shall be treated wood. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 0 r`1 8: 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. 9: 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). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: 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. 12: 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. 13: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 14: 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. 15: Manufacturers installation instructions shall be available on the job site at the time of inspection. 16: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 17: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 18: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 19: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 20: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 21: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments 22: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 23: 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. 24: ***BUILDING PERMIT CONDITIONS*** PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0610 ENERGY EFF CERT 1400 FIRE FINAL 0201 FOOTING 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 1500 PLANNING FINAL 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 0602 SLAB/FLOOR INSUL 0412 UNDERFLOOR FRAMING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR 1 0 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 o we use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 1 5g i 1/2-h. -V e S Tenant Name: Cfearie PROPERTY OWNER Name: �SC{.e (A• Address: r,276, 0 se -F l , t 144 tfu 7 City: State: tvk Zip: Name: ii 262,-3 76. Fax: Email: . vylait lesse(e.'COA Address: /340. —6'87ateuik. .i.tZG State: /A_ Zip: City: Zip: Zip .0 CONTACT PERSON — person receiving all project communication Name: �SC{.e (A• Address: r,276, 0 se -F l , t 144 tfu 7 City: State: tvk Zip: Phone: 253 262,-3 76. Fax: Email: . vylait lesse(e.'COA GENERAL CONTRACTOR INFORMATION Company Name: J& H km Lt. c Address:3ctie 'r A.,,,t .5E - City: Nikurr State: Lt) k Zip: Ston Phone: 263-2,02_33R0 Fax: Contr Reg No.: 4 N 0 M } j 1. my,1 Exp Date:1 !26 /Zo i' Tukwila Business License No.: H:\Applications\Fors-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh King Co Assessor's Tax No.: FJOT6,0 - o5 $� Suite Number: Floor: New Tenant: ❑ Yes .. No ARCHITECT OF RECORD Name: Ue Company Name: 444 CfirlAW Address: % Architect Name:?`! -zz �'t kkj 4-4_ /c,r 4..,..„7 A Address: /A/ tn/- c st dPv7y State: /A_ Zip: City: State: _ Zip: p , Fax: Phone: 3 2-5z- 5`1,2_ Fax: Email:iL?tr/�, L, L 44i ENGINEER OF RECORD Name: Ue Company Name: Address: % Engineer Name: 4-4_ /c,r 4..,..„7 A Address: State: /A_ Zip: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Ue /_ Address: % As 4-4_ /c,r 4..,..„7 A City: f_ -W State: /A_ Zip: iU g,,, Page 1 of 4 BUILDING PERMIT INFORMATI fl — 206-431-3670 Valuation of Project (contractor's bid price): $_ Describe the scope of work (please provide detailed information): Existing Building Valuation: $ l�%C Will there be new rack storage? ❑ Yes K. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): /0. b 27Z Floor area of principal dwelling: Z tJ2"° 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: 2 Compact: Handicap: Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2 " x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM f/,7/N4 /A/ Z' /flitjc fr Dc. �j,t�i✓,-GTi�4' %b /9i41 -,L f/ G v/rZ ) On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications \Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC lstFloor /Existing 3Uti.0 �./ / MD v'„ P / I6 V 2nd Floor /6 r 3rd Floor Floors thru Basement OJ r� 6 (/J r� T i /�� Y Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck zc6 4t PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): /0. b 27Z Floor area of principal dwelling: Z tJ2"° 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: 2 Compact: Handicap: Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2 " x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM f/,7/N4 /A/ Z' /flitjc fr Dc. �j,t�i✓,-GTi�4' %b /9i41 -,L f/ G v/rZ ) On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications \Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila 0 ...Sewer Use Certificate �C]...Valley View 0... Sewer Availability Provided ❑ .. Highline 0 .. Renton ❑ .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension ❑ ...Water Main Extension Public ❑ Public ❑ WO # WO # WO # Private ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation EY:Utility Undergrounding ❑ ...Deduct Water Meter Size ir/e€,) PYrr_ 7' d��t, FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 ER OR A ORIZED AGENT: Signature: Date: 9/s , /S Print Name: d ' B `&- L `" Day Telephon25S - 2 GZ - 3_3'70 Mailing Address: /3c Sr—ec -i cJ(e 7 Ld t fz& PA 1— U-'4- 92-036 City State Zip H:\Applications\Forms-Applications On Line \20I I Applications \Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 QUANTITY I__PAID $70.00 D18-0303 Address: 15808 42ND AVE S Apn: 810860058 $70.00 ADDITIONAL PLAN REVIEW TOTAL FEES'PAID'BY RECEIPT: R19724 R000.345.830.00.00 1.00 $70.00 70.00 Date Paid: Wednesday, January 15, 2020 Paid By: LE REAL ESTATE LLC Pay Method: CHECK 1359 Printed: Wednesday, January 15, 2020 11:53 AM 1 of 1 SYSTEM S Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK J ACCOUNT QUANTITY I PAID $1,500.53 D18-0303 Address: 15808 42ND AVE S Apn: 8108600583 $1,500.53 Credit Card Fee $43.70 Credit Card Fee R000.369.908.00.00 0.00 $43.70 DEVELOPMENT $1,387.77 PERMIT FEE R000.322.100.00.00 0.00 $1,381.27 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $6.50 TECHNOLOGY FEE $69.06 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R16974 R000.322.900.04.00 0.00 $69.06 $1,500.53 Date Paid: Monday, February 25, 2019 Paid By: JESSIE LE Pay Method: CREDIT CARD 06006B Printed: Monday, February 25, 2019 1:07 PM 1 of 1 SYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 02/25/2019 01:07:00 PM CREDIT CARD SALE VISA CARD NUMBER: **********7358 K TRAN AMOUNT: $1,500.53 APPROVAL CD: 06006B RECORD #: 000 CLERK ID: jazzel X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy c CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 02/25/2019 01:07:00 PM CREDIT CARD SALE VISA CARD NUMBER: **********7358 K TRAN AMOUNT: $1,500.53 APPROVAL CD: 06006B RECORD #: 000 CLERK ID: jazzel Thank you! Customer Copy DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $924.77 D18-0303 Address: 15808 42ND AVE 5 Apn: 8108600583 $924.77 Credit Card Fee $26.94 Credit Card Fee R000.369.908.00.00 0.00 $26.94 DEVELOPMENT $897.83 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R15472 R000.345.830.00.00 0.00 $897.83 $924.77 Date Paid: Tuesday, September 25, 2018 Paid By: JESSIE LE Pay Method: CREDIT CARD 070461 Printed: Tuesday, September 25, 2018 12:09 PM 1 of 1 SYSTEMS Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 09/25/2018 12:09:01 PM CREDIT CARD SALE VISA CARD NUMBER: **********8273 K TRAN AMOUNT: $924.77 APPROVAL CD: 070461 RECORD #: 000 CLERK ID: Rachelle X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy https://classic.convergepay.com/V irtualMerchant/transaction.do?dispatchMethod=printTra... 9/25/2018 Q � CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 09/25/2018 12:09:01 PM CREDIT CARD SALE VISA CARD NUMBER: **********8273 K TRAN AMOUNT: $924.77 APPROVAL CD: 070461 RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy Page 2 of 2 https://classic. convergepay. comNirtualMerchant/transaction. do?dispatchMethod=printTra... 9/25/2018 Permit Number: D18-0303 Applied: 9/25/2018 Approved: 2/7/2019 Issued: 2/25/2019 Finaled: 9/14/2021 Status: FINALED Parent Permit: Parent Project: Details: Description: JESSIE LE RESIDENCE Site Address: 15808 42ND AVE S City, State Zip Code:TUKWILA, WA98188 Applicant: JESSIE LE RESIDENCE Owner: GILLISPIE ANNE D Contractor: CLEAR VISION HOMES INC REPAIR EXISTING FIRE DAMAGED ROOF FRAMING, APPROXIMATELY 14' X 14' AREA. REPLACE ALL DAMAGED ROOF FRAMING, NEW KITCHEN AND REPLACE ALL PLUMBING FIXTURES. ALL NEW WINOWS. Printed: Tuesday, 02 August, 2022 1 of 6 SUPERION lam@ INSPECTIONS SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS 6/26/2019 AM 6/26/2019 CONCRETE SLAB Russell Steinike NOT APPROVED 562705 Notes: Not ready. 6/26/2019 AM 6/26/2019 FOOTING Russell Steinike NOT APPROVED 554808 Notes: Not ready, need to revised plans for location of bearing post. 6/26/2019 AM 6/26/2019 ROOF SHEATHING Russell Steinike NOT APPROVED 574722 Notes: Roof already installed. Provide access to inspect new sheathing. Provide proper edge nailing. Provide proper bird blocking at all edges. 6/27/2019 AM 6/27/2019 WALL SHEATHING_SHEAR Russell Steinike NOT APPROVED 571727 Notes: Nail per plans 6" o.c. 6/28/2019 6/28/2019 WALL SHEATHING_SHEAR Russell Steinike CANCELLED Notes: 6/28/2019 6/28/2019 ROOF SHEATHING Russell Steinike CANCELLED Notes: 7/11/2019 AM 7/11/2019 WALL SHEATHING_SHEAR Russell Steinike NOT APPROVED 16790 Notes: Project has gone beyond scope of work and Engineer of Record is required to perform Structural Observation and submit report and revisions to the City for Approval. Printed: Tuesday, 02 August, 2022 1 of 6 SUPERION Permit Inspection Report City of Tukwila 7/24/2019 AM 7/24/2019 WALL SHEATHING_SHEAR Bill Centen NOT APPROVED eTRAKiT Inspection Request Notes: 7/23/2019 8:51 PM Jesse Le Please call or text me when you're coming. I will meet you there. Thank you 253-202-3390 Contact Name: Jesse Le Site Address: 15808 42ND AVE S Phone: 2532023390 e -Mail: jessele@msn.com 7/24/2019 - BC 1. Block all panel edges and then nail exterior sheathing "Check all". 2. Need to hire an Engineer and have him perform a Structural Observation onsite. The entire "North Wall" is all windows. Currently has "No Shear on this wall. Have Engineer address this and other items inside the house. 3. All anchor bolts require 3" x 3" Plate Washers. 4. Replace studs in contact with foundation walls with pressure treaded studs or may use underlayment felt between existing studs and foundation walls to avoid direct contact. 5. Mudsill's need to be pressure treated. 6. Finish wrapping all windows and z -metal flashing is required. 7. Install missing bird -blocks. 8/8/2019 PM 8/8/2019 WALL SHEATHING SHEAR Bill Centen PARTIAL APPROVAL eTRAKiT Inspection Request Notes: 8/6/2019 5:38 PM Jesse Le Please call before arriving so I can meet you there. Thank You, Jesse Le 253-202-3390 Contact Name: Jesse Le Site Address: 15808 42ND AVE S Phone: 2532023390 e -Mail: jessele@msn.com 8/8/2019 - BC Ok to side house except for: 1. North wall is not ready. 9/4/2019 Any 9/4/2019 WALL SHEATHING_SHEAR Bill Centen APPROVED eTRAKiT Inspection Request Notes: 9/3/2019 5:32 PM Jesse Le Contact Name: Jesse Le Site Address: 15808 42ND AVE S " Phone: 2532023390 e -Mail: jessele@msn.com 3/3/2020 AM 3/3/2020 FRAMING Jim Benner NOT APPROVED 581911 Notes: CALLJESSIE 30 MINUTES PRIOR TO INSPECTION - 253-202-3390. KEY BOX CODE IS 1984 CORRECTION/ #1 -GET ROUGH IN FOR ELECTRICAL, MECH, PLUMBING Printed: Tuesday, 02 August, 2022 2 of 6 r4 SUPERION Permit Inspection Report City of Tukwila 3/23/2020 3/24/2020 ROOF SHEATHING Lee Sipe APPROVED #5 Notes: 3/24/2020 AM 3/24/2020 FRAMING Lee Sipe NOT APPROVED #5 Notes: 1. All holes in bottom/top plates need sealed. 2. Tub opening in floor need closed. 3. Need water test on tub & DWV. 3/31/2020 Any 3/31/2020 CONCRETE SLAB Lee Sipe NOT APPROVED No inspection per SHSS order Notes: 3/30/2020 12:36 PM Jesse Le Please call before hand 253-202-3390 Contact Name: Jesse Le Site Address: 15808 42ND AVE S Phone: 2532023390 e -Mail: jessele@msn.com ...currently we are unable to inspect your project due to Governor Inslee's "Stay Home, Stay Healthy" Proclamation that states that all construction is to cease , except for essential facilities, ... "commercial and residential construction is not authorized under the Governor's Proclamation because construction is not considered to be an essential activity... " 3/31/2020 Any 3/31/2020 FOOTING Lee Sipe NOT APPROVED No inspection per SHSS order Notes: 3/30/2020 12:37 PM Jesse Le Please call before hand 253-202-3390 Contact Name: Jesse Le Site Address: 15808 42ND AVE 5 Phone: 2532023390 e -Mail: jessele@msn.com ...currently we are unable to inspect your project due to Governor Inslee's "Stay Home, Stay Healthy" Proclamation that states that all construction is to cease , except for essential facilities, ... "commercial and residential construction is not authorized under the Governor's Proclamation because construction is not considered to be an essential activity... " 3/31/2020 Any 3/31/2020 FRAMING Lee Sipe NOT APPROVED No inspection per SHSS order Notes: 3/25/2020 11:16 PM Jesse Le Please call 30 min before arrival 253-202-3390 Contact Name: Jesse Le Site Address: 15808 42ND AVE S Phone: 2532023390 e -Mail: jessele@msn.com 3/30/2020 12:35 PM Jesse Le Please call 30 min before arrival 253-202-3390 code is 1984 Contact Name: Jesse Le Site Address: 15808 42ND AVE S Phone: 2532023390 e -Mail: jessele@msn.com ...currently we are unable to inspect your project due to Governor Inslee's "Stay Home, Stay Healthy" Proclamation that states that all construction is to cease , except for essential facilities, ... "commercial and residential construction is not authorized under the Governor's Proclamation because construction is not considered to be an essential activity... " Printed: Tuesday, 02 August, 2022 3 of 6 i4 SUPERION Permit Inspection Report City of Tukwila 4/6/2020 Any 4/6/2020 WALL INSULATION Lee Sipe NOT APPROVED No inspection completed due to SHSH Notes: 3/31/2020 11:15 AM Jesse Le Please call before going 253-202-3390 Contact Name: Jesse Le Site Address: 15808 42ND AVE S Phone: 2532023390 e -Mail: jessele@msn.com Not able to complete inspection due to Governor's order SHSH. 5/21/2020 AM 5/21/2020 FRAMING Lee Sipe NOT APPROVED 582563 Notes: Inspection reports are not organized. So i could not find or verify electrical rough in has been completed. organize inspection reports. Must have electrical rough -in approved before framing inspection. This is the same as last inspection on 3/27/20. 5/25/2020 AM 5/27/2020 FRAMING Lee Sipe 343051 Notes: FIRE STOP AT TIOP OF FURRED OUT SPACE AND 10 FOOT HORIZONTALLY FIRE STOP AT TIOP OF FURRED OUT SPACE AND 10 FOOT HORIZONTALLY 5/27/2020 AM 5/27/2020 FOOTING Lee Sipe CANCELLED 502068 Notes: 6/22/2020 AM 6/24/2020 WALL INSULATION Lee Sipe CANCELLED 574864 Notes: 6/24/2020 AM 6/24/2020 GLAZING Lee Sipe APPROVED 12713 Notes: 6/24/2020 AM 6/24/2020 SLAB FLOOR INSUL Lee Sipe NOT APPROVED 132924 Notes: incomplete. 6/24/2020 AM 6/24/2020 UNDERFLOOR FRAMING Lee Sipe NOT APPROVED 141325 Notes: draft stopping incomplete under stairs and at drop ceiling in basement 6/24/2020 AM 6/24/2020 FRAMING Lee Sipe NOT APPROVED 91897 Notes: Drop ceiling in basement & under stairs need draft stopped to walls & floor ceiling cavity. 6/29/2020 AM 6/29/2020 FRAMING Lee Sipe APPROVED 143954 Notes: 6/29/2020 AM 6/29/2020 SLAB FLOOR INSUL Lee Sipe APPROVED 162255 Notes: Printed: Tuesday, 02 August, 2022 4 of 6 r4 SUPERION 6/29/2020 AM 6/29/2020 UNDERFLOOR FRAMING Lee Sipe APPROVED 154561 Notes: 6/29/2020 AM 6/29/2020 WALL INSULATION Lee Sipe APPROVED 151392 Notes: 8/14/2020 AM 8/14/2020 LATH —GYPSUM BOARD Lee Sipe NOT APPROVED 371814 Notes: No permit or plans on site, downstairs shower/tub valve not installed. 8/20/2020 AM 8/21/2020 LATH —GYPSUM BOARD Lee Sipe APPROVED 131822 Notes: 1/4/2021 AM 1/4/2021 ROOF —CEILING INSUL Bernard Moore APPROVED 2532023390 Notes: 7/27/2021 AM 7/27/2021 BUILDING FINAL** Bill Centen NOT APPROVED 253-202-3390 code is 8949 please call Notes: 1. Font porch stairway rise is out of compliance. Max stair rise is 7 - 3/4". Maximum deviation for stair rise is 3/8" from the smallest to the largest. 2. Install a grippable handrail at front porch between 34 - 38" off of stair nosing. 3. North exterior stairway off new deck is missing a required grippable handrail between 34-38" of nosing. FYI - Open risers are not permitted please add toe kicks to this stairway. 3. Provide a ladder to inspect attic access. 4. Need to raise handrail at Exterior stairway off of kitchen between 34-38" 5. Smoke detector at main level is too close to Kitchen range. Please move this to hallway just outside bedroom. 6. Need Electrical Final 7. Need Public Works Final 8. Window next to exterior door to North outside deck needs to be safety glazed. 8/3/2021 AM 8/3/2021 BUILDING FINAL** Bill Centen NOT APPROVED Code is 8949 elec is final already Notes: 1. Need to raise handrail between 34-38" off of stair nosing at North side of house. 2. Front porch steps are still out of compliance. 3. Window next to exterior man door at North deck needs to be Safety Glazed. 4. Insulate Attic access Lid. 5. Need Electrical Final approval. 6. Need Public Works Final approval 8/3/2021 AM 8/3/2021 PUBLIC WORKS FINAL Scott Moore NOT APPROVED Code is 8949 please call me Notes: many items need to be addressed. 1. need sewer cleanout at the house. 2. cb in front yard needs proper riser added. 3. need asbuilts of drainage system installed with out inspection and possible reroute. 4 need final erosion measures installed on north side of the property. Printed: Tuesday, 02 August, 2022 5 of 6 r4 SUPERION Permit Inspection Report City of Tukwila 8/3/2021 8/3/2021 BACKFLOW - FIRE Scott Moore NOT APPROVED Notes: not completed 8/24/2021 PM 8/24/2021 PUBLIC WORKS FINAL Scott Moore PARTIAL APPROVAL 253-202-3390 code is 1984 Notes: 1 Roof drains have to go to splash blocks. Sewer screw plug not installed pe city detail. went over material type for final . 8/26/2021 AM 8/25/2021 PUBLIC WORKS FINAL Scott Moore APPROVED 253-202-3390 Notes: ok to final 9/3/2021 AM 9/3/2021 BUILDING FINAL** Lee Sipe NOT APPROVED 253-202-3390 code is 1984 elec Notes: 1. Need permit for fence. 2. T & P for water heater needs to terminate 6" to 18' above grade pointing down.y 9/7/2021 AM 9/7/2021 BUILDING FINAL** Bill Centen NOT APPROVED 2532023390 Notes: 1. Still need to re -work stairs and stair Landing by NW Stairway. 2. handrail at front porch is not grippable per code. 3. Planning and Fire final approvals? 9/14/2021 AM 9/14/2021 BUILDING FINAL** KC Ellis APPROVED 253-202-3390 please call code is 1984 Notes: Printed: Tuesday, 02 August, 2022 6 of 6 1 SUPERION REVIEWED FOR CODE COMPLIANCE APPROVED FEB 012019 S i rrLpily- of TikOwilai - T BUIBUI I G DIVI ,IpN Braced,ft: Repetitive: Provide: Grade: 0.5 Y (2) mber Beam Design Project: Date: ######### Page: 1 Span,ft: 15.64 Flat Use: N Pres Treat: N 2 x 6 Hem -Fir #2 Shear Diagram♦ ♦ Moment Diagram Distributed Loads Point Loads End Reactions Unit Weight, Beg. Trib End Trib PSF Width, FT Width, FT Start Location, End Location, FT FT Load LBS Location FT Start End cu > 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 —' 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 Total 0 0 Total 117 117 3 15 1 1 0 15.64 0 0 117 117 (13w 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 117 117 3 25 1 1 0 15.64 0 0 196 196 o 0 0 0 0 0 0 0 0 0 tn 0 0 0 0 0 0 0 0 0 Maximum of Load Combinations Deflection,0 Moment, M Shear, V 1.00 in 1223 ft -lbs 316 lbs D+s D+S D+S D+S Deflection, Moment, M Shear, V *Taken distanced' from support, subject to NDS 3.4.3 Modified Material Properties Modifiers Total 1.00 in 1223 ft -lbs 316 lbs Hanger: Deflection (in.) 196 End Reactions 313 313 Req'd Bearing Length 0.26 0.26 196 Cd = 1.00 Cd = 1.15 CF 1.30 DDL = 0.373 At = L/ Bearing Perp 405 psi 405 psi CR 1.15 DLL = 0.000 AT = L/ 180 Bending, Fb 1,333 psi 1,533 psi Cf„ 1.05 DSL = 0.622 Limit Capacity Shear, Fv 150 psi 173 psi CL or Cv 1.00 DSL+LL = 0.622 0.78 79.6% M. Elasticity, E 1,300,000 1,300,000 DTL = 0.996 1.04 95.5% Required Section Properties Provided Section Properties Results Capacity Area, A 3.16 int Area, A 16.50 in2 Satisfactory 19.1% Section Modulas, 5 11.01 in3 Section Modulas, 5 15.13 in3 Satisfactory R�ttidE� Moment of Inertia, I 40 inA4 Moment of Inertia, I 42 in^4 Satisfactory CITU LJK'NILA NOV 3 0 2018 Digw- j3�3 PERMIT CENTER CORRECTIOP 21 TR#_ 1 Project: Date: ######### Page: 1 Simply Supported - Timber Beam Design Member Tag: Braced,ft: Repetitive: Provide: Grade: B1 Span,ft: 11.5 0.5 Flat Use: N N Pres Treat: N (1) 6 x 12 Doug. Fir #2 Shear Diagram V Moment Diagram Distributed Loads Unit weight, Beg. Trib End Trib PSF Width, FT Width, FT Start Location, End Location, FT FT Point Loads Load LBS Location FT End Reactions Start End Total 0 0 3 as co 0 0 0 0 0 0 0 0 0 0 ai > 0 0 0 0 0 0 0 0 0 —' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 3 as co 0 15 0 0 0 13.34 0 0 0 13.34 0 0 0 0 0 0 0 11.5 0 0 0 0 0 0 0 0 0 0 0 1151 0 0 0 1151 0 0 0 Total 1151 1151 Snow 25 13.34 13.34 0 11.5 0 0 1918 1918 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Maximum of Load Combinations Deflection, Moment, M Shear, V 0.23 in 8821 ft -lbs D+S D+S D+S Deflection,A Moment, M Total 0.23 in 8821 ft -lbs 3099 lbs D+S Shear, V 3099 lbs *Taken distance 'd' from support, subject to NDS 3.4.3 Modified Material Properties Modifiers Hanger: Deflection (in.) 1918 End Reactions 3068 3068 Req'd Bearing Length 0.89 0.89 1918 Cd = 1.00 Cd = 1.15 CF 1.00 DDL = 0.087 61_ = L/ 360 Bearing Perp 625 psi 625 psi CR 1.00 DLL = 0.000 AT = L/ 240 Bending, Fb 918 psi 1,056 psi Cf„ 1.05 DSL = 0.145 Limit Capacity Shear, Fv 170 psi 196 psi CL or Cv 1.00 DSL+LL = 0.145 0.38 37.8% M. Elasticity, E 1,300,000 1,300,000 DTL = 0.232 0.58 40.3% Required Section Properties Provided Section Properties Results Capacity Area, A 27.34 in2 Area, A 63.25 in2 Satisfactory 43.2% Section Modulas, S 115.26 in3 Section Modulas, 5 121.23 in3 Satisfactory 95.1% Moment of Inertia, I 281 inA4 Moment of Inertia, I 697 in^4 Satisfactory 40.3% 1` Project: Date: ######### Page: 1 Simply Supported - Timber Beam Design Member Tag: B1(2) Span,ft: 7 Braced,ft: 0.5 Flat Use: N Repetitive: Y Pres Treat: N Provide: (1) 4 x 6 Grade: Doug. Fir #2 Shear Diagram ♦ Moment Diagram Distributed Loads Point Loads End Reactions Unit Weight, Beg. Trib End Trib PSF Width, FT Width, FT Start Location, End Location, FT FT Load LBS Location FT Start End Live 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 Total 411 411 0 25 0 0 7.82 0 0 7.82 0 0 0 0 0 7 0 0 0 0 0 0 0 0 684 0 0 684 0 0 Maximum of Load Combinations D+S Total 684 End Reactions 684 Deflection4 Moment, M Shear, V 0.22 in 1916 ft -lbs 1106 lbs D+S D+S D+S Deflection, Moment, M Shear, V *Taken distance 'd' from support, subject to NDS 3.4.3 Modified Material Properties Modifiers 0.22 in 1916 ft -lbs 1106 lbs Hanger: Deflection (in.) 1095 1095 Req'd Bearing Length 0.50 0.50 Cd = 1.00 Cd = 1.15 Cr 1.30 DDL = 0.082 Ai = L/ 360 Bearing Perp 625 psi 625 psi CR 1.15 DLL = 0.000 AT = L/ 240 Bending, Fb 1,412 psi 1,624 psi Cf„ 1.05 DSL = 0.136 Limit Capacity Shear, Fv 180 psi 207 psi C1 or Cv 1.00 DSL+LL = 0.136 0.23 58.3% M. Elasticity, E 1,600,000 1,600,000 DTL = 0.218 0.35 62.2% Required Section Properties Provided Section Properties Results Capacity Area, A 9.21 in2 Area, A 19.25 in2 Satisfactory 47.9% Section Modulas, S 16.28 in3 Section Modulas, S 17.65 in3 Satisfactory 92.3% Moment of Inertia, I 30 inA4 Moment of Inertia, I 49 inA4 Satisfactory 62.2% 15 7.82 7.82 0 7 0 0 411 411 m a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 411 411 0 25 0 0 7.82 0 0 7.82 0 0 0 0 0 7 0 0 0 0 0 0 0 0 684 0 0 684 0 0 Maximum of Load Combinations D+S Total 684 End Reactions 684 Deflection4 Moment, M Shear, V 0.22 in 1916 ft -lbs 1106 lbs D+S D+S D+S Deflection, Moment, M Shear, V *Taken distance 'd' from support, subject to NDS 3.4.3 Modified Material Properties Modifiers 0.22 in 1916 ft -lbs 1106 lbs Hanger: Deflection (in.) 1095 1095 Req'd Bearing Length 0.50 0.50 Cd = 1.00 Cd = 1.15 Cr 1.30 DDL = 0.082 Ai = L/ 360 Bearing Perp 625 psi 625 psi CR 1.15 DLL = 0.000 AT = L/ 240 Bending, Fb 1,412 psi 1,624 psi Cf„ 1.05 DSL = 0.136 Limit Capacity Shear, Fv 180 psi 207 psi C1 or Cv 1.00 DSL+LL = 0.136 0.23 58.3% M. Elasticity, E 1,600,000 1,600,000 DTL = 0.218 0.35 62.2% Required Section Properties Provided Section Properties Results Capacity Area, A 9.21 in2 Area, A 19.25 in2 Satisfactory 47.9% Section Modulas, S 16.28 in3 Section Modulas, S 17.65 in3 Satisfactory 92.3% Moment of Inertia, I 30 inA4 Moment of Inertia, I 49 inA4 Satisfactory 62.2% PROJECT NAME: JpsSI•tL'L4e 1S►ZI mc$ PERMITNO° b l V D 30 3 SITE ADDRESS: I s bO U 4 . A ,S ORIGINAL ISSUE DATE: —� 9 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 14( I ?-)-2--(i k -D 1-15-�� Summary of Revision: A,r%�,`�c'( Vvm, ( 4441 1414,01' wr�,i C �" "i Received by: , \ / 5ul j y 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: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) July 29, 2019 City of Tukwila Department of Community Development JESSIE LE 13036 SE KENT KANGLEY RD #426 KENT, WA 98030 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number DI8-0303 JESSIE LE RESIDENCE - 15808 42ND AVE S Dear JESSIE LE, 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: PLANNING - R DEPARTMENT: MAX BAKER at (206)-431-3683 if you have questions regarding these comments. • 1. Removal of garage will not provide enough on-site parking for the number of bedrooms indicated in site plan. Removal of garage results in one on-site parking space. Parking requirements for Low Density Residential (LDR) zone: 2 spaces for first 3 bedrooms, 1 additional space for every 2 additional bedrooms. 2. Development appears to be providing an additional living space in the form of an Accessory Dwelling Unit (ADU) in the basement. Proposed ADUs must be registered with the City by applying for an ADU Registration Application and meeting the requirements for square footage, parking, etc. set forth within. If an ADU is not proposed, the kitchenette in the basement will need to be removed. 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. To better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, andace Nichols Permit Technician File No. D18-0303 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 October 22, 2018 C City of Tukwila Department of Community Development JESSIE LE 13036 SE KENT KANGLEY RD #426 KENT, WA 98030 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0303 JESSIE LE RESIDENCE - 15808 42ND AVE S Dear JESSIE LE, c 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: LEE SIPE at 206-431-3656 if you have questions regarding these comments. • 1. This is a complete remodel. Entire structure must meet all current building codes. 2. Plans sheets do not match each other and must show complete details of all framing walls and structure, including dimensions. 3. Provide index for abbreviations. hand writing on plans are illegible. 4. Stairway from garage basement to main floor does not show door, self-closing fire rated doors between garages and dwelling are required, as well as fire rated ceilings and walls. 5. Show details of all stairways and egress portions of dwelling. 6. Provide elevations with details and dimensions. 7. Details do not match flashing details. Flashing detail does not show material size. 8. This is not a complete list of corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. D18-0303 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 INC. r1 PC Comment Response Letter November 28, 2018 Subject: PC Comment Response Letter Permit No: D18-0303 Address: 15808 42nd Ave S Seattle, 98188 To: City of Tukwila The following comments are in response to a correction letter written by: Review Type: Building Reviewer Name: Lee Sipe Reviewer Phone: 206-431-3656 The owner, Jesse Le, has hired Yen Design Inc to take over management of this project. We deemed it necessary to start from scratch and re -construct the plans per our standards. The new plan set addresses all your previous corrections, as well as several code violations that were not yet mentioned in your letter. I will provide simple responses below to all your comments that are still applicable to the project. 1. Comment — This is a complete remodel. Entire structure must meet all current building codes. Response: Structure is now compliant. 2. Comment — Show complete details of all framing walls and structure. Response: These details and dimensions have been provided. CORP7C7ION LTF Tr�,... 3. Comment — Show details of all stair ways and egress portions of the dwelling. Response: This information has been provided. 4. Comment — Provide elevations with details and dimensions. RECEIVED CITY OF TUKWILA NOV 30 2018 Response: This information has been provided. Regards, Cody Dakan PERA/2IT CENTER Yen Design, Inc. 206-432-1111 f - (206) 432-11111 WWW.YENDES.COM 0 City of Tukwila _° Department of Community Development December 06, 2018 JESSIE LE 13036 SE KENT KANGLEY RD #426 KENT, WA 98030 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D 18-0303 JESSIE LE RESIDENCE - 15808 42ND AVE S Dear JESSIE LE, 0 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: LEE SIPE at 206-431-3656 if you have questions regarding these comments. • Plans must have wet seal from structural engineering before approval. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, -..),LQ-P Red— Bill Rambo Permit Technician File No. D18-0303 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PC Comment Response Letter January 24, 2019 Subject: PC Comment Response Letter Permit No: D18-0303 Address: 15808 42nd Ave S Tukwila WA To: City of Tukwila The following comments are in response to a correction letter: Review Type: Building 1. Plans must have wet seal from structural engineering before approval. Response: We have opted to use a more prescriptive design for the new roof structure using pre -manufactured roof trusses, in hopes that it will allow us to forgo the need for an engineering stamp on the architectural plan set. Regards, Cody Dakan Yen Design, Inc. 206-432-1111 DI8- 600.5 CORRiCTION LTR# RECEIVED CITY OF TUKW(LA JAN 2 5 2019 PERMIT CENTER (206) 432-1111( WWW.YENDES.COM 0 J s n INC PC Comment Response Letter July 30, 2019 Subject: PC Comment Response Letter Permit No: D18-0303 Address: 15808 42"d Ave S Tukwila WA To: City of Tukwila The following comments are in response to a correction letter: Review Type: Planning 1. Removal of garage will not provide enough on-site parking for the number of bedrooms indicated in site plan. Removal of garage results in one on-site parking space. Parking requirements for Low Density Residential (LDR) zone: 2 spaces for first 3 bedrooms, 1 additional space for every 2 additional bedrooms. Response: Additional driveway space has been added to the site plan to accommodate the required parking. 2. Development appears to be providing an additional living space in the form of an Accessory Dwelling Unit (ADU) in the basement. Proposed ADUs must be registered with the City by applying for an ADU Registration Application and meeting the requirements for square footage, parking, etc. set forth within. If an ADU is not proposed, the kitchenette in the basement will need to be removed. Response: We are opting to have the basement space registered as an ADU. The ADU application and occupancy covenant will be turned in with this submittal. Regards, Cody Dakan Yen Design, Inc. 206-432-1111 CORRECTION LTR# {� 11 RECEIVED CITU OF TUKWILA AUG 05 2019 PERMIT CENTER Dia-o303 (206) 432-11111 WWW.YENDES.COM 0 Rachelle Ripley � D\c6/09)0�i From: Jesse Le <mail@jessele.com> Sent: Sunday, November 4, 2018 6:44 PM To: Rachelle Ripley Subject: Re: Property at 15808 42nd Av S Tukwila Contact info: Yen Design, Inc. Cody Dakan cods@vendes.com 206-432-1111 15029 Bothell Way NE, Lake Forest Park, Suite 400, 98155. Sent from my iPhone On Nov 2, 2018, at 15:05, Rachelle Ripley<Rachelle.Ripley(a@TukwilaWA.gov> wrote: If you can give me the contact information I can change it in our records. Thank you, Rachelle Ripley Permit Technician 1 City of Tukwila 6300 Southcenter Bl, Suite 100 I Tukwila, WA 98188 T: 206.433.7165 1 F: 206.431.3665 Rachelle.Ripley@TukwilaWA.gov 1 http://www.TukwilaWA.gov From: Jesse Le <mail@iessele.com> Sent: Friday, November 2, 2018 3:03 PM To: Rachelle Ripley <Rachelle.Riplev@TukwilaWA.gov> Subject: Re: Property at 15808 42nd Av S Tukwila I'm replacing them with Yen Design. I'll give them this Zink Sent from my iPhone On Nov 2, 2018, at 15:01, Rachelle Ripley <Rachelle.Ripley@TukwilaWA.gov> wrote: Hi Jesse, We have Arch Services Inc listed as your architect and we can only list one person. He can access any information that is available online at https://permitting.tukwilawa.gov/Search/permit.aspx, type in your permit number (D18-0303) and anything that is available you can view. Unfortunately all plans are paper and not scanned into the system. Let me know if you have any additional questions. Thank you, Rachelle Ripley Permit Technician 1 City of Tukwila 6300 Southcenter BI, Suite 100 I Tukwila, WA 98188 T: 206.433.7165 F: 206.431.3665 Rachelle.Ripley@TukwilaWA.gov 1 http://www.TukwilaWA.gov From: Jesse Le <mail@jessele.com> Sent: Thursday, November 1, 2018 12:55 PM To: Rachelle Ripley<Rachelle.Ripley@TukwilaWA.gov>; Lauri Dunning <Lauri.Dunning@TukwilaWA.gov> Cc: mylesm@soundequity.com; Bill Rambo <Bill.Rambo@TukwilaWA.gov> Subject: RE: Property at 15808 42nd Av S Tukwila If possible, I would like to add Cody Dakan, an architect, on to this project and allow him access to anything ive submitted. Is that possible? Are the submitted drawings available somewhere online? From: Rachelle Ripley <Rachelle.Ripley@TukwilaWA.gov> Sent: Wednesday, October 24, 2018 6:07 PM To: Jesse Le <mail@jessele.com>; Lauri Dunning<Lauri.Dunning@TukwilaWA.gov> Cc: mylesm@soundequity.com; Bill Rambo <Bill.Rambo@TukwilaWA.gov> Subject: RE: Property at 15808 42nd Av S Tukwila Hi Jesse, The building permit is for the roof work, until your permit is issued there can be no construction on the property. Please let me know if you have any additional questions. Thank you, Rachelle Ripley Permit Technician 1 City of Tukwila 6300 Southcenter Bl, Suite 100 I Tukwila, WA 98188 T. 206.433.7165 IF: 206.431.3665 Rachelle.Ripley@TukwilaWA.gov 1 http://www.TukwilaWA.gov From: Jesse Le <mail@jessele.com> Sent: Tuesday, October 23, 2018 8:16 AM To: Lauri Dunning <Lauri.Dunning@TukwilaWA.gov> Cc: mylesm@soundequity.com; Bill Rambo <Bill_Rambo@TukwilaWA.gov>; Rachelle Ripley <Rachelle.Ripley@TukwilaWA.gov> Subject: RE: Property at 15808 42nd Av S Tukwila I need new shingles, aecking and a couple new trusses. 0 From: Lauri Dunning <Lauri.Dunning@TukwilaWA.gov> Sent: Tuesday, October 23, 2018 8:13 AM To: Jesse Le <mail@lessele.com> Cc: mylesm@soundequity.com; Bill Rambo <Bill.Rambo@TukwilaWA.gov>; Rachelle Ripley <Rachelle.Ripley@TukwilaWA.gov> Subject: Re: Property at 15808 42nd Av S Tukwila Jesse- thanks for the update. Please check with the Permit Center on the roof question. I know the fire response cut holes in the roof that will need to be repaired, plus I believe there were other spots on that old roof that required repairs to the sub -structure (sagging). It's my understanding that such repairs would require a permit, since it's more than just a re -shingling job. I've CC'd our Permit Techs on this email. Thanks! Lauri Dunning, CCEO Code Enforcement Officer City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Phone: 206-431-3682 1 Lauri.dunning@tukwilawa.gov 1 www.tukwilawa.gov City of Opportunity, Community of Choice. **My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56 ** From: Jesse Le <mail@iessele.com> Sent: Tuesday, October 23, 2018 7:30:20 AM To: Lauri Dunning Cc: mylesm@soundequity.com Subject: RE: Property at 15808 42nd Av S Tukwila I got a list of corrections for the permit and they will be submitted shortly. In the meantime I want to know if I can replace the roof while were waiting. I would like to get that done while we still have reasonable weather and to prevent any further damage and deterioration of the home. From: Lauri Dunning <Lauri.Dunning@TukwilaWA.gov> Sent: Monday, October 15, 2018 8:29 AM To: Jesse Le <mail@jessele.com> Cc: mylesm@soundequity.com Subject: Re: Property at 15808 42nd Av S Tukwila Hi Jesse- thank you for this update and your efforts to date. I've included Myles from Sound Equity on this reply so we're all on the same page. Because both recorded Notices against this property reference building permits and associated required repairs, and I did include this requirement in the initial email in this particular email string, I will issue a Certificate of Compliance only when your current development permit D18-0303 has been approved and issued. Once you receive a follow up contact from our Permit Center regarding your permit application, we can discuss the next step. You may follow up with that department in person or over the phone to discuss the status of your application. Their number is 206-431-3670 (ask for the Permit Center), or you may visit in person at the Permit Center counter at 6300 Southcenter Blvd, Suite 100. Lauri Dunning, CCEO Code Enforcement Officer City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Phone: 206-431-3682 1 Lauri.dunning@tukwilawa.gov 1 www.tukwilawa.gov City of Opportunity, Community of Choice. **My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56 ** From: Jesse Le <mail@iessele.com> Sent: Sunday, October 14, 2018 4:55:28 PM 4 To: Lauri Dunning Cc: mylesm@soundequity.com Subject: Re: Property at 15808 42nd Av S Tukwila Hi Laurie The last car has been removed. We should be finished with the corrections. Please take a look as soon as possible and let me know if there is anything else. Sent from my iPhone On Oct 10, 2018, at 07:59, Lauri Dunning <Lauri.Dunning@TukwilaWA.gov> wrote: Let's see how it goes. I can't provide the Certificate of Compliance until all of the corrections have been made. Lauri Dunning, CCEO Code Enforcement Officer City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Phone: 206-431-3682 Lauri.dunning@tukwilawa.gov 1 www.tukwilawa.gov City of Opportunity, Community of Choice. **My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56 ** From: Jesse Le <mail@lessele.com> Sent: Tuesday, October 9, 2018 4:37:26 PM To: Lauri Dunning Cc: mylesm@soundequity.com Subject: RE: Property at 15808 42nd Av S Tukwila Thanks, ill put these signs up right away and file this with the police department. Some of the cars had people sleeping in them as well. I will try to get the last car removed but we might not be able to until theyre done with the work. If hats the case, can we still have the liens removed contingent upon the car being removed as soon as theyre done with the concrete work? From: Lauri Dunning <Lauri.Dunning@TukwilaWA.gov> Sent: Tuesday, October 9, 2018 3:56 PM 5 To: Jesse Le <mail@jessele.com> Cc: mylesm@soundequity.com Subject: Re: Property at 15808 42nd Av S Tukwila 0 Hi again- I had a conversation with the Public Works inspector today, and he said the contractor will be leaving the stored pipes along the sidewalk until the project is finished due to damage to the concrete to date. The contractor is responsible for delivering a sound finished product to the City, so any damage caused by vehicles or dumpsters or anything else has to be repaired/restored at the contractor's cost. Hopefully you will be able to remove that last car by towing it to the front driveway access. By the way, did I speak with you regarding a Criminal Trespass Agreement for your property? If I did, I apologize for being redundant. If I didn't, I'm attaching it here. You might consider getting a signed agreement on file with the Tukwila Police, since your property has been a target of transients while it's been vacant. Should you choose to go with this, take a signed copy of this attached agreement to the Tukwila Police department at 6200 Southcenter Blvd (Tukwila City Hall). Posting conspicuous "No Trespassing" signs on the property/structure is also recommended for vacant properties. Keep me updated on your progress. So far so good! Lauri Dunning, CCEO Code Enforcement Officer City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Phone: 206-431-3682 1 Lauri.dunning@tukwilawa.gov 1 www.tukwilawa.gov City of Opportunity, Community of Choice. **My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56 ** 6 From: Lauri Dunning Sent: Tuesday, October 9, 2018 8:51:23 AM To: Jesse Le Cc: mylesm@soundequity.com Subject: Re: Property at 15808 42nd Av S Tukwila Hi Jesse - I looked into the permit, and it looks like there are still some departments that need to review the application. You should expect to hear from the Permit Center by the end of the month. You may always stop in and check with the Permit Center for an update on the status of your application, or you may contact them by phone at 206-431-3670 and ask for the Permit Center. As for the work site, I will speak with one of our contacts in Public Works to speak with the contractors over there on 42nd to see if they can clear that sidewalk so you can remove the remaining vehicles. Thank you again for your part in improving this neighborhood by rehabbing this house and property! Lauri Dunning, CCEO Code Enforcement Officer City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Phone: 206-431-3682 1 Lauri.dunning@tukwilawagov 1 www.tukwilawa.gov City of Opportunity, Community of Choice. **My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56 ** From: Jesse Le <mail@jessele.com> Sent: Monday, October 8, 2018 4:30:09 PM To: Lauri Dunning Cc: mylesm soundequity.com Subject: Re: Property at 15808 42nd Av S Tukwila Hello, The yard is clean now and we have removed 2 of the cars. There is some equipment in the way from whatever work is being done on the road and it's preventing us from being able to access the other two cars with the tow truck. Can we get these city lines removed now on the condition that we move the remaining cars as soon as the road work is done? Do you happen to have any update on our permit? Sent from my iPhone On Oct 4, 2018, at 13:51, Lauri Dunning <Lauri.Dunning@TukwilaWA.gov> wrote: Hi Jesse- thank you for your diligence. I know there is much roadway construction right in front of your house this week, so I expect you may have some access issues. I do drive up that busy street a few times a week, so I'll watch for progress. Let me know when all the items have been corrected, and I'll stop by and take photos. Once all the violations noted in recorded Notices from the City have been corrected, I will issue the Certificate of Compliance. Thanks for making your new community a better place already! Lauri Dunning, CCEO Code Enforcement Officer City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Phone: 206-431-3682 Lauri.dunning@tukwilawa.gov ( www.tukwilawa.gov City of Opportunity, Community of Choice. 8 **My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56 ** From: Jesse Le <mail@jessele.com> Sent: Thursday, October 4, 2018 12:59:40 PM To: Lauri Dunning; mylesm@soundequity.com Subject: RE: Property at 15808 42nd Av S Tukwila Hi Lauri, These items will be completed by the end of the weekend. From: Lauri Dunning <Lauri.Dunning@TukwilaWA.gov> Sent: Tuesday, September 25, 2018 10:44 AM To: mylesm@soundequity.com; Jesse Le <mail@iessele.com> Subject: Property at 15808 42nd Av S Tukwila Hello: after speaking with Myles this morning, I wanted to recap our conversation here with the list of items that will need to be corrected before the City will issue a Certificate of Compliance. Once issued, this Certificate can be recorded with King County to effectively "cancel out" both Notices (I will reference both on the Certificate). I will provide the Certificate (either printed and picked up at our office, or by email), and the buyer or his representative (agent, lender, etc) will be responsible for recording the document. Here is the list of corrections that need to be corrected on this property: 1) Remove all junk vehicles/vehicles stored on unimproved surfaces (side yard). Complete by October 30. 2) Remove all rubbish and garbage strewn about the property. Maintain property to this standard going forward. By October 15. 9 3) Trim and remove all overgrowth over 12 inches tall, to include blackberries, and maintain to this standard going forward. By October 15. 4) Secure all openings from intrusion from pests and weather. Upper windows on house are not covered. By October 15. 5) Submit application for building repairs by October 30. Unpermitted interior drywall and structural work was observed on August 13, 2018 and there are no active permits or permit applications on file for this or any other repair work. Additional permits (electrical, mechanical, plumbing, development) shall be approved/issued before work commences. Contact the Tukwila Permit Center at 6300 Southcenter Blvd Suite 100 in person Monday -Friday 7:30am-4:30pm, or by calling 206-431-3670 (ask for Permit Center). At this time, permits must be submitted in person and are not accepted electronically. Should either of you have questions going forward, you now have my direct contact information. Thank you for addressing these issues in a timely manner. Regards, Lauri Dunning, CCEO Code Enforcement Officer City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Phone: 206-431-3682 Lauri.dunning@tukwilawa.gov www.tukwilawa.gov City of Opportunity, Community of Choice. **My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56 ** 10 0 CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. 11 October 22, 2018 0 City of Tukwila Department of Community Development JESSIE LE 13036 SE KENT KANGLEY RD #426 KENT, WA 98030 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0303 JESSIE LE RESIDENCE - 15808 42ND AVE S Dear JESSIE LE, 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: LEE SIPE at 206-431-3656 if you have questions regarding these comments. • 1. This is a complete remodel. Entire structure must meet all current building codes. 2. Plans sheets do not match each other and must show complete details of all framing walls and structure, including dimensions. 3. Provide index for abbreviations. hand writing on plans are illegible. 4. Stairway from garage basement to main floor does not show door, self-closing fire rated doors between garages and dwelling are required, as well as fire rated ceilings and walls. 5. Show details of all stairways and egress portions of dwelling. 6. Provide elevations with details and dimensions. 7. Details do not match flashing details. Flashing detail does not show material size. 8. This is not a complete list of corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, —ti.t<ke Bill Rambo Permit Technician File No. D18-0303 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0303 DATE: 08/05/19 PROJECT NAME: JESSIE LE RESIDENCE SITE ADDRESS: 15808 42 AVE S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 X Revision # 1 after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural M i () 4tt Planthng Divtsion nPermit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 08/06/19 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 09/03/19 U Approved with Conditions n Denied (corrections entered in Reviews) (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: w18/2013 liT COORD COPY C) PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0303 DATE: 07/22/19 PROJECT NAME: JESSIE LE RESIDENCE SITE ADDRESS: 15808 42ND AVE S Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: /140\ Buring 'Division Public Works Fire Prevention Structural Planning Division II ❑ Permit Coordinator II PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 07/23/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/20/19 Approved Corrections Required ❑ Approved with Conditions ❑ ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use, Only Gj CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Pingg PW 0 Staff Initials 12/18/2013 HERMIT COORD COPT PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0303 DATE: 1/25/19 PROJECT NAME: JESSIE LE RESIDENCE SITE ADDRESS: 15808 42 AVE S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: A:5 /MC. ItH1 Building Division Fire Prevention Public Works Structural n Planning Divis.on ❑ Permit Coordir .;tor n w PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 1/29t19 Structural Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 2/26:19 APPROVALS OR CORRECTIONS: Approved n Approved with Conditions K Corrections Required (corrections entered in Reviews) Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑• Staff Initials: 12/18/2013 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0303 DATE: 11/30/18 PROJECT NAME: JESSIE LE RESIDENCE SITE ADDRESS: 15808 42ND AVE S Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 4$1-5 Conry Building Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator 1111 PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 12/04/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 1/01/19 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 1.14 6 12/18/2013 City of Tukwila �� rpt q+Iy Date: 4510 REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.Tul(wilaWA.Uov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: IS —62,03 O Res • onse to Incomplete Letter # NZ, 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: Contact Person: J-cssee Lt Summary of Revision: n. _ , a hjekl a hd (4-t I ��(C►° o-\ Yl9r`I k Phone Number: —S3 -2-c2_33c RECEIVED CITY OF—TUKWILA AUG 0 5 2019 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of rev' n Received at the City of Tukwila Permit Center by: ESt" Entered in TRAKiT on 6---S1 / W:\Permit Center\Templates\Forms\Revision Submittal Form dos Revised: August 2015 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: -1 (%?_/7.d? a► Plan Check/Permit Number: t) ( - 6 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # RECEIVED Revision # after Permit is Issued CITY OF TUKWILA ❑ Revision requested by a City Building Inspector or Plans Examiner JUL 2 2 2019 ❑ Deferred Submittal # Project Name: i t r Sr d (At C Project Address: 1 JB °_ k 2 f^-6 A i/ -e Contact Person: Je S'S e C� PERMIT CENTER S Phone Number: 2S3 - 2o2 - - 3cM Summary of Revision: / Cks i ( Ciao �Gt P6c � i1n i"1 k_ G 1/13 k --el Aad t. h -cam couu & r$ lekAul A CLoj SI.de > �� -b S � e�-t-� toor Sheet Number(s): 155 r "Cloud" or highlight all areas of revision including dato of revision Received at the City of Tukwila Permit Center 14 Entered in TRAKiT on a D.19 W\Permit Center \Templates\Forms\Revision Submittal Form. doc Revised. August 2015 .57) Date: 1 /24/19 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.<eov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D18-0303 ❑ Response to Incomplete Letter # 0 Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: 18-324 Tukwila Project Address: 15808 42nd Ave S, Seattle, WA 98188 Contact Person: Cody Dakan Phone Number: 206-432-1111 Summary of Revision: We have opted to use a more prescriptive design for the new roof structure using pre -manufactured roof trusses, in hopes that it will allow us to forgo the need for an engineering stamp on the architectural plan set. RECEIVED CITY OF TUKWILA JAN 2 5 2U19 PERMIT CENTER Sheet Number(s): C1.1, A5.1, S1.1, S1.2 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: \_S Entered in TRAKiT on 1 ?) 4 W:\Permit Center \Templates\Forms\Revision Submittal Fornt.doc Revised: August 2015 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.2,ov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 11/28/18 Plan Check/Permit Number: D18-0303 ❑ Response to Incomplete Letter # O Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: 18-324 Tukwila Project Address: 15808 42nd Ave S, Seattle, WA 98188 Contact Person: Cody Dakan Phone Number: 206432-1111 Summary of Revision: The owner, Jesse Le, has hired Yen Design Inc to take over management of this project. We deemed it necessary to start from scratch and re -construct the plans per our standards. The new plan set addresses all your previous corrections, as well as several code violations that were not yet mentioned in your letter. RECEIVED CITY OF TUKWIL, NOV 3 U 2018 PERMIT CENTC Sheet Number(s): ALL "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 151 ---:Entered in TRAKiT W:\Permit Center \Templates\Forms\Revision Submittal Form.doc Revised: August 2015 Washington State Department of Labor & Industries 0 11rnne 1spanel Contact Safety & Health Claims & Insurance Search L&I A -Z Index Help Mt 1,C1 Workplace Rights Trades & Licensing CLEAR VISION HOMES INC Owner or tradesperson Principals LE, PHONG, PRESIDENT Doing business as CLEAR VISION HOMES INC WA UBI No. 602 565 280 1123 MAPLE AVENUE SW SUITE 110 RENTON, WA 98057 425-277-1721 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. CLEARVH875NN Effective — expiration 08/15/2013— 09/18/2019 Bond WESTERN NATIONAL MUTUAL INS Bond account no. 19839 $12,000.00 Received by L&I Effective date 06/04/2014 05/01/2014 Expiration date Until Canceled Bond history Insurance Developers Surety & Indem Co Policy no. B1S00018840-05 $1,000,000.00 Received by L&I Effective date 04/20/2018 04/29/2018 Expiration date 04/29/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Help us improve Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 262,307-00 Account is current. Doing business as CLEAR VISION HOMES INC Estimated workers reported Quarter 4 of Year 2018 "4 to 6 Workers" L&I account contact TO / KARLA BOWMAN (360)902-5535 - Email: BOWK235@Ini.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 08/30/2018 Inspection no. 317949567 Location 5702 224th ST SW Mountlake Terrace, WA 98043 Under appeal. The results of the inspection are being challenged. Date of appeal 10/24/2018 Washington State Dept, of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve 1 WIz 01 al 1 CENTER OF STREET EDGE OF CURB EDGE OF SIDEWALK SITE PLAN // \ AM h V , CONCRETE WALL AND STEPS BELOW DECK TO BE REMOVED 1\ u: \ 1 \� 1 1\ 11 / I N. 1/1 \----- . o — /I I V / NEW 'DRIVEWAY TO PROVIDE 3RD REQUIRED OFF STR ET PARKING NEW DRIVEWAY ' TO PROVIDE 2ND REQUIRED OFF STREET PARKING / 8 \ 1 ✓ AV ▪ --� \ 7 `\ \\ w 084.` an \ , 1 / w \\ w II ! w- \ PROP / I •P =T'�INE t 154' I 1 A:: EXISTING RESIDEN • • 15808 42ND AVE S, SEATTLE, WA 98188 • • • • • • • 42L€'i ................. . \ / IEI DRIVEWAY — / y/ a. rosor PROPERTY LINE t 152'~y 42ND AVE S 10'R.Y.S. 20' F.Y.S. 52'-1P SCALE 22X34 1" = 101-0" SCALE 11X17 1" = 201-0" VICINITY MAP ps FROM GOOGLE MAPS c•, PROJECT INFORMATION OWNER JURISDICTION PARCEL NUMBER ZONING YEAR BUILT LOT AREA SENSITIVE AREA JESSE LE TUKWILA 810860-0583 LDR 1928 10032 SQ-FT N/A PROJECT DESCRIPTION INTERIOR ALTERATION/RENOVATION OF AN EXISTING G F K REPAIR PORTION OF ROOF DAMAGED BY FIRE. NEW 473 SQ-FT DRIVEWAY. ESTABLISH BASEMENT AS LEGAL ACCESSORY DWELLING UNIT. LEGAL DESCRIPTION SUNNYDALE GARDENS DIV # 1 PORTION OF LOT 64 - BEGIN NORTHWEST CORNER OF LOT 64 TH S 89-28-52 E 77 FT TO POB TH N 89-28-52 W 77 FT TH SLYALG W MGN OF LOT 64 152 FT TH S 89.28-52 E 55 FT TH NELY TO POB Plat Lot: 64 YARD CALCULATIONS REAR YARD = 10 FEET REQUIRED REAR YARD =10' FRONT YARD - 20 FEET REQUIRED FRONT YARD = 20' SIDE YARD = 5 FEET REQUIRED + 10' STREET SIDE SIDE YARD =5'+10' AREA TABULATI CONDITIONED SPACE BASEMENT LEVEL MAIN FLOOR LEVEL TOTAL UNCONDITIONED SPACE PROPOSED DECK TOTAL TOTAL AREA ONS 635 SQ-FT 1357 SQ-FT 1992 SQ-FT 256 SQ-FT 256 SQ-FT 2248 SQ-FT IMPERVIOUS COVERAGE WALKWAY/STOOP 32 SQ-FT TOTAL 2542 SQ-FT % HARDSCAPE = 100. 2251/10032 = 25% o 01 "1 N i j 0' 2? 5' 10' LOT COVERAGE TOTAL LOT AREA BUILDING FOOTPRINT DECK TOTAL 365, 20�_ 10032 SQ-FT 1357 SQ-FT 256 SQ-FT 16135Q-FT LEGEND PROPERTY LINE OF PROPOSED PROJECT PROPERTY LINE OF ADJACENT PROPERTIES CONTOUR LINE - 5' ELEVATION CHANGE EXISTING STRUCTURE W/ INTERIOR RENOVATION CENTER LINE OF STREET EDGE OF CONCRETE ROOF OUTLINE PROPERTY SETBACK EXISTING TREES/FOLIAGE DRIPLINE SHEET INDEX C1.1 SITE PLAN & PROJECT INFO A1.1 GENERAL NOTES & WINDOW & DOOR SCHEDULE A2.1 BASEMENT FLOOR PLANS A2.2 MAIN FLOOR PLANS A3.1 ELEVATIONS A3.2 ELEVATIONS A5.1 ARCHITECTURAL DETAILS 51.1 STRUCTURAL NOTES & DECK FRAMING PLAN 51.2 ROOF FRAMING PLAN CORRECTION LTR# 40 RD/GUN NEoL big-0303 E 0 0 6 6 0 0 0 a o g S cc r 0 APPROVAL STAMP ENGINEER STAMP A RESIDENTIAL REMOD 18-324 TUKWILA zz o D z LI O) 0 Ce a at3 RECEIVED CITY OF TUKWILA AUG 05 2019 PERMIT CENTER SEPARATE PERMIT R UIRED FOR: Mechanical Plueb Plumbing rp Gas Piping City of Tukwila BUILDING DIVISION REVIEWED FOR ODE COMPLIANCE APPROVED AUG A-J2'20 City of Tukwila UILDING DIVISION JOB NO. 18.324 HALF SCALE 11x17 FULL SCALE 22x34 SHE T Cl 1 1 4-104 32' 14-3 Y-4 6'- 11" I'-11j 4.14.4 4 } 21d3N Il56 "A\� 'I KITCHENETTE EF IOOCFM 00 0 I 00 WIC 4 1% UP. FURN. 4' TYP 0 30 BATH 13'-5 1tl-9' 4 >. PROPOSED BASEMENT FLOOR PLAN 22x34: SCALE 1/4" = 1'-0" 11x17: SCALE 1/8" = 1'-0" 0' 1' 7 4' enN GENERAL NOTES PLANS MUST BE APPROVED BY THE GOVERNING BUILDING OFFICIAL OR PROFESSIONAL ENGINEER PRIOR TO WORK COMMENCING. CONTRACTOR TO VERIFY ALL STRUCTURAL LOAD PATHS AND EXISTING SHEAR / BRACED WALL. LOCATIONS BEFORE REMOVING ANY WALLS. STRUCTURAL DEVIATIONS FROM THE PLAN SHOULD BE VERIFIED BY A STRUCTURAL ENGINEER OR BUILDING INSPECTOR. YEN DESIGN IS TO BE CONTACTED IF ACTUAL EXISTING FRAMING CONDITIONS VARY FROM PLAN ASSUMPTIONS AFTER CEILING WALL COVERINGS ARE REMOVED. C. SEE SHEET A1.1 FOR COMMON CODE REQUIREMENTS. D. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ON ALL LEVELS OF THE DWELLING AND PLACED IN PROXIMITY TO SLEEPING AREAS. E. F. SMOKE DETECTORS SHALL BE INSTALLED ON ALL LEVELS OF THE DWELLING AND WITHIN EACH SLEEPING AREA. DIRECT WIRING REQUIRED. VERIFY WINDOW & DOOR ROUGH OPENING SIZES WITH WINDOW 8 DOOR MANUFACTURER. G. ALL DIMENSIONS TO STUD WALL. H. CONTRACTOR TO VFY ALL DIMENSIONS ON SITE PRIOR TO CONSTRUCTION. I. CONTRACTOR TO DETERMINE 8 VERIFY ALL WASTE DIVERSION REQUIREMENTS PER THE LOCAL JURISDICTION. CONTRACTOR MAY BE REQUIRED TO REQUEST LEED REPORTS FROM RECEIVING FACILITIES. J. DOORS WITHOUT PLACEMENT DIMENSIONS WILL BE 3" OFF WALL OR ON CENTER, AS APPROPRIATE. GARAGE y- DEN MECHANICAL STORAGE n CRAWL SPACE EXISTING BASEMENT FLOOR PLAN 0' 24' 81 22x34: SCALE 1/8" = 1'-0" 11x17: SCALE 1/16"= 1'-0" 16' LEGEND NEW STUD WALL. SEE 1/A5.1 FOR FRAMING INFO. V/// EXIS"ING WALL TO REMAIN DEMO_ISHED NON -BEARING WALLS IU.N.O.) SMOKE DETECTOR INDICATES REFERENCE TO KEYNOTES SEE KEYNOTES ON THIS SHEET FOR BALANCE OF INFORMATION CARBON MONOXIDE DETECTOR WITH BATTERY BACKUP. EXHAUST FAN [INTERMITTENT) 50 CFM U.N.O. SEE DOOR AND WINDOW SCHEDULE ON SHEET ALL FOR DETAILED INFO. SEE 2/A6.1 FOR FRAMING INFO. PLAN KEYNOTES 1. EXISTING POST TO REMAIN. 2. WINDOW OR DOOR TO BE INFILLED PER SHEET A1.1 - INSULATIDN AND FENESTRATION REQUIREMENTS. SEE 5/A51 FOR BALANCE OF INFO. 3. FIRE PLACE 8 CHIMNEY TO BE REMOVED 0 w 2 6 www "1 w a - cc w w 0 0 1.30.18 COM n CI VII APPROVAL STAMP ENGINEER STAMP A RESIDENTIAL REMODEL 18-324 TUKWILA BASEMENT FLOOR PLANS OB NO. 18-324 HALF SCALE 11x17 FULL SCALE 22x34 SHEET A2.1 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 28 2019 City of Tukwila BUILDING DIVISION D1S- b3D3 32' 5'-11 6' 5'-tt d 3 3 3'-10" NEW DECK 0 \ ^\ oF / 4 4,-10 1 // BEDROOM 2 4 4H141 BEDROOM 3 LIVING ROOM DD m 5L11 72" 1000FM L k` A EF Y-7j' •:" 60x30 BATH 30' mQ KITCHEN 32"" 30" 30 1 SD BATH EF C 1 BEDROOM 4 13'-3i 011 2 2'-10" Y-31 3 • .6-404 r / / / 32' PROPOSED MAIN FLOOR PLAN 22x34: SCALE 1/4' = 1'-0" 11x17: SCALE 1/8' = 1'-0" 0' 1' 2' 4' 1 ' GENERAL NOTES A. PLANS MUST BE APPROVED BY THE GOVERNING BUILDING OFFICIAL OR PROFESSIONAL ENGINEER PRIOR TO WORK COMMENCING, B. CONTRACTOR TO VERIFY ALL STRUCTURAL LOAD PATHS AND EXISTING SHEAR / BRACED WALL LOCATIONS BEFORE REMOVING ANY WALLS. STRUCTURAL DEVIATIONS FROM THE PLAN SHOULD BE VERIFIED BY A STRUCTURAL ENGINEER OR BUILDING INSPECTOR. YEN DESIGN 15 TO BE CONTACTED IF ACTUAL EXISTING FRAMING CONDITIONS VARY FROM PLAN ASSUMPTIONS AFTER CEILING WALL COVERINGS ARE REMOVED, C. SEE SHEET A1.1 FOR COMMON CODE REQUIREMENTS, D. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ON ALL LEVELS OF THE DWELLING AND PLACED IN PROXIMITY TO SLEEPING AREAS. E. SMOKE DETECTORS SHALL BE INSTALLED ON ALL LEVELS OF THE DWELLING AND WITHIN EACH SLEEPING AREA. DIRECT WIRING REQUIRED. G. H. VERIFY WINDOW & DOOR ROUGH OPENING SIZES WITH WINDOW & DOOR MANUFACTURER. ALL DIMENSIONS TO STUD WALL CONTRACTOR TO VFY ALL DIMENSIONS ON SITE PRIOR TO CONSTRUCTION. CONTRACTOR TO DETERMINE & VERIFY ALL WASTE DIVERSION REQUIREMENTS PER THE LOCAL JURISDICTION. CONTRACTOR MAY BE REQUIRED TO REQUEST LEED REPORTS FROM RECEIVING FACILITIES. J. DOORS WITHOUT PLACEMENT DIMENSIONS WILL BE 3" OFF WALL OR ON CENTER, AS APPROPRIATE. LIVING ROOM BEDROOM BEDROOM 6 21 KITCHEN BEDROOM EXISTING MAIN FLOOR PLAN 22x34: SCALE 1/8" = 1'-0" 11x17: SCALE 1/16" = 1'-0" 0' 2' 4' 8 16' LEGEND WAWA NEW STUD WALL. SEE 1/A5.1 FOR FRAMING INFO. EXISTING WALL TO REMAIN DEMO_ISHED NON -BEARING WALLS (UN,0,1 SMOKE DETECTOR INDICATES REFERENCE TO KEYNOTES SEE KEYNOTES ON THIS SHEET FOR BALANCE OF INFORMATION CARBON MONOXIDE DETECTOR WITH BATTERY BACKUP. EXHAUST FAN (INTERMITTENT) 50 CFM U.N.O. SEE DOOR AND WINDOW SCHEDULE ON SHEET ail FOR DETAILED INFO. SEE 2/A5.1 FOR FRAMING INFO, PLAN KEYNOTES 1, BEARING WALLS TO BE REMOVED 2. WINDOW OR DOOR TO BE INFILLED PER SHEET All - INSULATION AND FENESTRATION REQUIREMENTS. SEE 3/A5.1 FOR BALANCE OF INFO. 3. NEW DECK. SEE SHEET 51.1 FOR FRAMING INFO. 4. NEW GUARDRAIL INSTALLED PER MANUFACTURERS SPECIFICATIONS, SEE 10/A5I FOR BALANCE OF INFD. 5. FIRE PLACE & CHIMNEY TO BE REMOVED. ® 6. ELECTRIC WATER HEATER 7. 5.5"x10.5" 24F-V8 GLU-LAM BEAM w/ (2)2X TRIMMER 11) 2X STUD OR 4x4 POST EACH END. CONTRACTOR TO VERIFY DIRECT LOAD PATH TO EXISTING FOUNDATION BELOW, IF ADEQUATE FOUNDATION IS NOT PRESENT PROVIDE 22" SQ. X 8" THICK FOOTING REINF. WITH 13) 44 EACH WAY. SEE 13/A51 FOR BALANCE OF INFO, 8. 4'x8" DE42 BEAM w/ 121 2X TRIMMER + 11) 2% STUD OR 4x4 POST EACH END. CONTRACTOR TO VERIFY DIRECT LOAD PATH TO EXISTING FOUNDATION BELOW, IF ADEQUATE FOUNDATION IS NOT PRESENT PROVIDE 16" 50, X 6" THICK FOOTING REINF. WITH (3) 44 EACH WAY. SEE 12/A5.1 FOR BALANCE OF INFO. 0 rc z 2 U CI APPROVAL STAMP ENGINEER STAMP A RESIDENTIAL REMODEL 18-324 TUKWILA MAIN FLOOR PLANS JOB NO. 18-324 HALF SCALE 11x17 FULL SCALE 22x34 SHEET A2.2 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 28 2019 City of Tukwila 3UILDING DIVISION CENTER OF STREET EDGE OF CURB EDGE OF SIDEWALK a SITE PLAN 30' / / 14 / I 1 I / I / / I 1 • LI to 1' 11 / -I---- /1 A / Vf 0 \ "a eel r •• 1 CONCRETE WALL AND STEPS BELOW DECK / 544° 1 / I NEW DRIVEWAY TO PROVIDE 2ND I REQUIRED OFF ' STREET PARKI)1G EXISTING RESIDEN 15808 42ND AVE S, SEATTLE, WA 98188 IEI DRIVEWAY 1 PROPERTY LINE t 152' 42ND AVE S RN CFI \ PRO—T,-JNE== / / 10' R.Y.S. / 20' F.Y.S. 52'-1F -`1 / � \ / / \ \\ I \ J SCALE 22X34 1" = 10'-0" SCALE 11 X17 1" = 20-0" VICINITY MAP eNAL FROM GOOGLE MAPS NI Fr [Ma tnuneme. 6i PROJECT INFORMATION OWNER JURISDICTION PARCEL NUMBER ZONING YEAR BUILT LOT AREA SENSITIVE AREA JESSE LE TUKWILA 810860-0583 LDR 1928 10032 SQ-FT N/A ( PROJECT DESCRIPTION INTERIOR ALTERATION/RENOVATION OF AN EXISTING SINGLE FAMILY HOME. NEW 256 SQ-FT DECK ADDITION. REPAIR PORTION OF ROOF DAMAGED BY FIRE. NEW 182 SQ-FT DRIVEWAY. LEGAL DESCRIPTION SUN NYDALE GARDENS DIV # 1 PORTION OF LOT 64 - BEGIN NORTHWEST CORNER OF LOT 64 TH 5 89-28-52 E 77 FT TO POB TH N 89-28-52 W 77 FT TH SLY ALG W MGN OF LOT 64 152 FT TH S 89-28-52 E 55 FT TH NELY TO POB Plat Lot: 64 YARD CALCULATIONS REAR YARD =10 FEET REQUIRED REAR YARD = 10' FRONT YARD = 20 FEET REQUIRED FRONT YARD = 20' SIDE YARD = 5 FEET REQUIRED + 10' STREET SIDE SIDE YARD =5' + 10' AREA TABULATIONS CONDITIONED SPACE BASEMENT LEVEL MAIN FLOOR LEVEL TOTAL UNCONDITIONED SPACE PROPOSED DECK TOTAL TOTAL AREA 635 SQ-FT 1357SQ-FT 1992 SQ-FT 256 SQ-FT 256 SQ-FT 2248 SQ-FT IMPERVIOUS COVERAGE ROOF SAVE (E) DRIVEWAY NEW DRIVEWAY DECK WALKWAY/STOOP TOTAL 1590 SQ-FT 239 SQ-FT 182 SQ-FT 208 SQ-FT 32 SQ-FT 2251 SQ-FT % HARDSCAPF = 100 * 2251/10012 = 22% • 0' 21' 5' 10' MO — ti L L0 r 36. 20' /_ LOT COVERAGE TOTAL LOT AREA BUILDING FOOTPRINT DECK TOTAL 10032 SQ-FT 1357 SQ-FT 256 SQ-FT 16135Q-FT SEPARATE PERMIT RE-0yIRED FOR: yedunkal Lsr Plumdnp R'"('as Pipit' City of Tukwila BUILDING DIVISION LEGEND PROPERTY LINE OF PROPOSED PROJECT PROPERTY LINE OF ADJACENT PROPERTIES CONTOUR LINE - 5' ELEVATION CHANGE EXISTING STRUCTURE W/ INTERIOR RENOVATION CENTER LINE OF STREET EDGE OF CONCRETE ROOF OUTLINE PROPERTY SETBACK EXISTING TREES/FOLIAGE DRIPLINE Fl� l2303 Puma Na 1— PY Plan rev* o. L approval is suplecl la empq ana amssmn=. Approval of consofannyn minimdcoa 40114 -.pl awntrue ee v01at to of any Tea So LWe or sa,nance Receipt E•s aop,ovea Feb Coot' dnp S NOB'a dLMOwb®eo By i! nile Gin S/F'4 HwLDING OIVIS'ON REVISIONS no SHEET INDEX C1.1 SITE PLAN & PROJECT INFO lre scene v me l neve plan al plan review. A1.1 GENERAL NOTES & WINDOW & DOOR SCHEDULE A2.1 BASEMENT FLOOR PLANS A2.2 MAIN FLOOR PLANS CORMCTIGN L TR#.lot- A3.1 A3.2 ELEVATIONS ELEVATIONS A5.1 ARCHITECTURAL DETAILS 51.1 STRUCTURAL NOTES & DECK FRAMING RECEIVED CITY OF TUKWILA JAN 25 2019 PERMIT CENTER 6 a COMMENT RESPONSE co 2 01.10.19 COMMENT RESPONSE 2 APPROVAL STAMP ENGINEER STAMP 0 0 \ 0 w D co CC LE Z o • COuJ Ni ui W CCtij aoir �6 r N SITE PLAN & PROJECT INFO JOB NO. 18-324 HALF SCALE 11x17 FULL SCALE 22x34 SHEET C1A -D b2 cny- yn ynf C'r GENERAL NOTES CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING THE WORK. WORK SHALL COMPLY WITH THE FOLLOWING CODES: 2015 INTERNATIONAL RESIDENTIAL CODE 2015 WASHINGTON ENERGY CODE OTHER CODES APPLICABLE BY JURISDICTION. AIR SEALING. I. ALL PLUMBING, ELECTRICAL, AND HVAC PENETRATIONS IN FLOOR, WALLS, AND CEILINGS ARE CAULKED AND SEALED. 2. WHERE PENETRATIONS NEED A FIRESTOP, DISCUSS WITH BUILDING OFFICIAL. 3, ELECTRICAL OUTLET AND LIGHT SWITCH BOXES ON EXTERIOR WALLS MUST BE SEALED AT THE BACK OF THE RECEPTACLE OR SEALED WITH FACEPLATE GASKETS. 4. SEAL RIM JOIST BETWEEN HEATED FLOORS OR USE PRODUCT LIKE "TYVEK" ON EXTERIOR, 5. VAPOR BARRIER SHALL BE EITHER FACE STAPLED BATTS, 4 MIL. VISQUEEN OR AN APPROVED VAPOR BARRIER PAINT. SEPARATION BETWEEN DWELLING AND GARAGE/CARPORT: a, NO SEPARATION REQUIRED IF ENTIRELY OPEN ON 2 OR MORE SIDES AND NO ENCLOSED USES. (OPEN DECKS ABOVE ARE OKAY. NON -RATED WALLS AND OPENABLE WINDOWS BETWEEN THE DWELLING AND CARPORT ARE OKAY), b. MINIMUM 1/2" GWB ON GARAGE/CARPORT SIDE OF WALLS REQUIRED FOR ALL GARAGES/CARPORTS NOT COVERED BY IA ABOVE, a 1-HOUR FIRE RATED WALL REQUIRED IF LESS THAN 5 FEET FROM PROPERTY LINE (NO OPENINGS ALLOWED LESS THAN 3' FROM PROPERTY LINE, 25N MAXIMUM OPENINGS BETWEEN 3' AND 5' TO PROPERTY LINE). OVERHANGS MUST BE A MINIMUM 2' FROM PROPERTY LINE, EXCEPT STEEL GUTTER ALLOWED CLOSER AND 5/8" GWB SHEATHING REQUIRED ON UNDERSIDE WHEN 5' OR LESS FROM PROPERTY LINE. EGRESS WINDOWS: REQUIRED FOR 1 WINDOW/BEDROOM OR SLEEPING AREA (BELOW 4TH FLOOR) AND 1 WINDOW/BASEMENT. a. MIN. NET CLEAR AREA = 5.7 SQ. FT., )MIN. 3'0" x 4'6" IF DOUBLE HUNG OR 4'0" x 3'6" WINDOW IF SLIDER). 5.0 SQ. FT. IF SILL HEIGHT IS WITHIN 44" OF GRADE (ABOVE OR BELOW). b. MIN. NET CLEAR OPENING WIDTH = 20"; MIN. NET CLEAR OPENING HEIGHT = 24" c, MAX. SILL HEIGHT = 44"IONE PERMANENTLY INSTALLED STEP WITH MAX. 8" RISE AND MIN. 9" RUN OKAY FOR EXISTING BEDROOMS). REQUIRED GI AZING FOR HABITABLE ROOMS; a. MIN. GLAZED EXTERIOR OPENING AREA = 8% OF FLOOR AREA. b. GLAZED OPENINGS NOT REQUIRED WHERE PERMANENTLY INSTALLED ARTIFICIAL LIGHT IS PROVIDED. c, OK IF OPENINGS ARE BELOW DECK 8 ROOFED PORCHES w/MIN, CEILING HEIGHT OF 7 FT. ILONG SIDE 65% OPEN). MECHANICAL/VENTILATION: REQUIRED FOR HABITABLE ROOMS OF ADDITONS AND ALTERATIONS MORE THAN 500 SQ. FT. OR THAT INCLUDE A KITCHEN, BATHROOM AND OTHER AREAS WHERE COOKING ODOR OR EXCESS WATER VAPOR WILL BE PRODUCED. a. MIN. 50 CFM FOR BATHROOM AND LAUNDRY; MIN. 100 CFM FOR KITCHEN. b. MIN. AIR INTAKE OPENINGS = 4 SQ. IN. PER ROOM. c. WHOLE HOUSE FAN MUST OPERATE AS SPECIFIED IN IRC M1507.3 SMOKE ALARMS; REQUIRED INSIDE AND OUTSIDE OF SLEEPING AREAS AND ON ALL FLOORS. DIRECT WIRING IS REQUIRED FOR SMOKE DETECTORS, UNLESS REMOVAL OF INTERIOR WALL OR CEILING FINISHES IS NECESSARY TO INSTALL THE WIRING. CARBON MONOXIDE ALARMS: REQUIRED OUTSIDE SLEEPING AREAS AND ON ALL FLOORS, UNLESS WORK ONLY INVOLVES EXTERIOR SURFACES OF THE BUILDING. STAIR REQUIREMENTS: (APPLIES TO ALL R-3 STAIRS AND R-2 PRIVATE STAIRWAYS): a. MIN. WIDTH = 36" b. MAX. HEIGHT/RISE = 7-3/4'; MIN. TREAD RUN = 10" c. MIN, HEADROOM = 6'8" d. HANDRAIL 34"-38" ABOVE TREAD NOSING (RETURN ENDS) e. HANDRAIL GRASP DIMENSION: MIN. 1-1/4", MAX. 2" f. WINDING STAIRS: 1. MIN. TREAD RUN AT NARROWEST POINT = 6" 2. MIN. TREAD RUN 12" FROM NARROWEST POINT = 10" g, SPIRAL STAIRS: I. MIN. CLEAR WALKING AREA WIDTH = 26" 2. MIN. TREAD RUN 12" FROM NARROWEST POINT = 7-112" / MAX. RISER HEIGHT • 9-t/2" 3. MIN. HEADROOM = 6'6" CEILING HEIGHT IN ADDITIONS AND ALTERATIONS (SEATTLE): a. MIN. 7'0": FOR NEW CONSTRUCTION OR ADDITIONS b. MIN. 6'4": IF BUILDING WAS IN EXISTENCE PRIOR TO 10/17/79 (SEE DR 23-2008 FOR SPECIFICS). c, ROOMS WITH SLOPED CEILINGS REQUIRE MINIMUM CEILING HEIGHT IN 1/2 OF THE AREA, (PORTIONS OF THE ROOM WITH CEILING HEIGH- LESS THAN 5 FT. DO NOT COUNT IN TOTAL AREA). INSULATION: 1. FACED BATTS ARE LAPPED AND FACE STAPLED AT FRAMING MEMBERS. 2. ALL EXTERIOR WALL CAVITIES ARE FILLED WITH UNCOMPRESSED INSULATION, INCLUDING ALL CAVITIES ISOLATED DURING FRAMING, WIRING, AND PLUMBING. 3. ALL RECESSED FIXTURES IN EXTERIOR WALLS HAVE RIGID BOARD INSULATION BEHIND THEM. 4. UNDER -FLOOR INSULATION IS SUPPORTED BY LATH, TWINE, OR OTHER NON -COMPRESSING MEANS. 5, ATTIC ACCESS IS BAFFLED, WEATHER-STRIPPED AND INSULATED. \S: LPTION AND TENESTRA-.ON RE0Ji4EM°> CLIMATE ZONE TS RLO2.11 5 AND MARINE-4 FENESTRATION U-FACTOR MI 0.30 0.50 SKYLIGHT U-FACTOR tH GLAZED FENESTRATION SHGC Ik,el NR CEILING R-VALUE Ibl 49 WOOD FRAME WALL R-VALUE Ic) 21 INT MASS WALL R-VALUE Idi 21/21 FLOOR R-VALUE 30 BELOW -GRADE WALL R-VALUE (e,cl 10/15/21 INT + TB SLAB R-VALUE & DEPTH Ig,N 10, 2FT ENERGY REQUIREMENTS FOR ALTERATION AND ADDITIONS, PRESCRIPTIVE APPROACH - WSEC TABLE R402.1.1 a, R-VALUES ARE MINIMUMS. U-FACTORS AND SHGC ARE MAXIMUMS. WHEN INSULATION IS INSTALLED IN A CAVITY WHICH IS LESS THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION, THE COMPRESSED R-VALUE OF THE INSULATION FROM APPENDIX TABLE A101.4 SHALL NOT BE LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. THE VALUES IN ITEMS B. THROUGH H. BELOW APPLY TO ALTERATIONS AND ADDITIONS, AND ARE FOR WOOD FRAMING ONLY - METAL FRAMING NOT ALLOWED UNDER PRESCRIPTIVE APPROACH. FOR ALTERATIONS ONLY, WHERE EXISTING FRAMING REMAINS AND THE FRAMING CAVITY IS EXPOSED DURING CONSTRUCTION, THE CAVITY MUST BE FILLED WITH INSULATION, WHERE THE FRAMING CAVITY IS NOT EXPOSED DURING CONSTRUCTION, NO ADDITIONAL INSULATION IS REQUIRED. WHERE NEW FRAMING IS INSTALLED, FULL INSULATION IS REQUIRED AS SPECIFIED BELOW: b, MIN. CEILING INSULATION = R-49 (R-38 IF FULL THICKNESS OF INSULATION EXTENDS OVER THE WALL TOP PLATE) FOR SINGLE RAFTER OR JOIST -VAULTED CEILINGS, THE INSULAITON MAY BE REDUCED TO R-38, a INT. (INTERMEDIATE FRAMING) DENOTES STANDARD FRAMING 16 INCHES ON CENTER WITH HEADERS INSULATED WITH A MINIMUM OF R-10 INSULATION. LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 3.5 INCHES ARE EXEMPT FROM THE INSULATION REQUIREMENT. MIN ABOVE -GRADE "MASS WALL" INSULATION (TYPICALLY CONCRETE OR CMU) = R-21 CAVITY OR R-21 CONTINUOUS. THE SECOND R-VALUE APPLIES WHEN MORE THAN HALF THE INSULATION IS ON THE INTERIRO OF THE MASS WALL. e, "10/15/21 • TB" MEANS R-10 CONTINUOUS INSULATION ON THE EXTERIOR OF THE WALL, OR R-15 CONTINUOUS INSULATION ON THE INTERIOR OF THE WALL, OR R-21 CAVITY INSULATION PLUS A THERMAL BREAK BETWEEN THE SLAB AND THE BASEMENT WALL AT THE INTERIOR OF THE BASEMENT WALL. "10/15/21 •TB" SHALL BE PERMITTED TO BE MET WITH R-I3 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. f. MIN FLOOR INSULATION ABOVE UNHEATED SPACE = R-30 g. MIN. PERIMETER INSULATION FOR UNHEATED SLAB ON GRADE = R-10 UNDER ENTIRE SLAB PLUS R-10 FOR 2 FEET h. MIN. INSULATION FOR HEATED SLAB ON GRADE = R-10 UNDER ENTIRE SLAB PLUS R-10 PERIMETER INSULATION, SEE R402.2.9,1 OF THE WSEC. i, MAX. WINDOW AND DOOR (FENESTRATION) U-FACTOR = U-30. THERE ARE NO SHGC REQUIREMENTS IN THE MARINE ZONE, IN ANY ONE DWELLING UNIT (INCLUDING BOTH NEW AND EXISTING PORTIONS), ONE SIDE -HINGED DOOR UP TO 21 SQ FT PLUS UP TO 15 SQ FT OF GLAZED FENESTRATION CAN BE EXEMPT FROM U-VALUE REQUIREMENTS. k. MAXIMUM SKYLIGHT U-FACTOR = 0.50. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS. THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION. I. OTHER: ADD NOTES FOR ENERGY CERTIFICATE IR401,3)), DUCT LEAKAGE TESTING IF FURNACE REPLACED (R101.4.31) m. WASHINGTON STATE ENERGY CODE, ALTERATIONS: PROVIDED THE ENERGY USE OF THE BUILDING IS NOT INCREASED, EXISTING CEILING, WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION MAY BE FILLED WITH INSULATION. 2X4 WALLS SHALL BE INSULATED TO A MINIMUM OF R-15. FOUNDATION LOCATION; PROPERTY CORNERS MUST BE ACCURATELY DETERMINED AND INDICATED ON SITE FOR FOUNDATION INSPECTION, A SURVEY MAY BE REQUIRED. FENCE LOCATIONS WELL NOT BE ACCEPTED AS ESTABLISHING PROPERTY CORNERS. GARAGE -DWELLING FIRE SEPARATION A. I-3/8" SOLID -CORE WOOD, I-3/8" SOLID OR HONEYCOMB STEEL, OR 20 MIN. RATED GARAGE /DWELLING DOOR EQUIPPED WITH A SELF -CLOSING DEVICE, B. MIN. 1/2" GYPSUM WALLBOARD AT GARAGE WALLS AND 5/8" TYPE X GYPSUM BOARD CEILING SEPARATING GARAGE FROM DWELLING IF APPLICABLE. C. MIN. 1/2" GYPSUM WALLBOARD WRAPPING POSTS, BEAMS AND WALLS SUPPORTING THE DWELLING ABOVE THE GARAGE IF APPLICABLE, WASHINGTON STATE ENERGY CREDIT CALCULATION: 1. 635 SF OF NEW HEATED FLOOR AREA 1.5 CREDITS REQ'D. ENERGY CREDIT CHOSEN: 5a: EFFICIENT WATER HEATING 5a 0.5 PTS ALL SHOWERHEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. 3a: HIGH EFFICIENCY HVAC EQUIPMENT 3o: 1,0 PTS GAS PROPANE, OR GIL-FIRED FURNACE WITH MINIMUM AFUE OF 54% Window, Skylight and Door Schedule Vertical Fenestration (Windows and doors) Component Description U-factor D1-SLIDER WSEC 0.30 W2 - XO - EGRESS WSEC 0.30 W3 - XO - EGRESS WSEC 0.30 W4 - XO - EGRESS WSEC 0.30 W5 - XO WSEC 0.30 WINDOW 8 DOOR SCHEDULE NOTES: 1. XO = SLIDER, SH • SINGLE HUNG, DH = DOUBLE HUNG, FIX = PICTURE, C • CASEMENT, IEI = EXISTING, SG. = SAFETY GLAZING. 2. IF CONTRACTOR DECIDES TO REPLACE WINDOWS, THEY MUST MEET ENERGY PERFORMANCE STANDARDS, HEAT TREATMENT REQUIREMENTS AND EGRESS REQUIREMENTS. 3. ALL WINDOWS SHALL BE NFRC CERTIFIED. 4. CONTRACTOR TO VERIFY EGRESS AND HEAT TREATMENT REQUIREMENTS WITH WINDOW 8 DOOR MANUFACTURER. 5. CONTRACTOR TO VERIFY WINDOW AND DOOR DIMENSIONS PRIOR TO ORDERING WINDOWS, 6, EGRESS WINDOWS SIZED FOR "MILGARD STYLE LINE" SERIES WINDOWS. CONTRACTOR TO VERIFY EGRESS REQUIREMENTS IF A DIFFERENT MANUFACTURER / MODEL IS CHOSEN. OTHER REQUIREMENTS: a. GUARDRAILS: MIN. 36" HT. MAX. 4" SPACING BETWEEN INTERMEDIATE MEMBERS (42" MIN. HT. FOR R-2 EXTERIOR). b. FLOORINGS: BOTTOM MIN. 12" BELOW GRADE, TOP OF FOUNDATION WALL MIN. 6" ABOVE GRADE. a CONCRETE SLABS ON GRADE: 3-1/2" MIN. THICKNESS. d. PIER LOCKS: MIN, 12" X 12" SIZE; RESTING ON CONCRETE PAD MIN. 12" BELOW GRADE. e. FOUNDATION WALLS: PROVIDE ONE (11 44 REBAR TOP AND BOTTOM AND A ALL WINDOWS/DOOR OPENINGS. LIMIT 4' MAX. BACKFILL, L FOUNDATION ANCHOR BOLTS: MIN. 1/2" X 10", 6 FT. ON CENTER MAX. KITH TWO 12) BOLTS PER PIECE OF PLATE AND AT LEAST ONE (1) BOLT WITH 12" AT END OF EACH PIECE (REQUIRED FOR NEW CONSTRUCTION). ALL S-RUCTURAL SOFTWOOD PLYWOOD, PARTICLE BOARD, WAFER BOARD, AND OSB BOARD ARE STAMPED WITH EXPOSURE '1' OR 'EXTERDR'. h. WATER HEATER STORAGE TANK LABELED AS MEETING 1987 NAT'L APPLIANCE ENERGY CONSERVATION ACT. ASHRAE STANDARD 90A-1980 INSULATION TO R-I6 OR R-10 PAD IF LOCATED OVER UNINSU.ATED SLAB. i, INSULATE HOT AND COLD WATER PIPES TO R-3 IN UNHEATED AREAS SHOWER REGULATOR TO LIMIT HOT WATER DISCHARGE TO 2.5 GPM WOOD STOVES AND FIREPLACES HAVE TIGHT FITTING DOORS, OUTSIDE COMBUSTION AIR DUCTED TO FIREBOX WITH ACCESSIBLE DAMPER, MIN 6 SO IN FREE VENT AREA. TIGHT FITTING FLUE DAMPERS RED'D, I. ALL GAS AND OIL COMBUSTION APPLIANCES HAVE A DIRECT VENT OR FORCED DRAFT VENTING. m. RECESSED LIGHTS ARE I.C. RATED, DOUBLE WALL CAN LIGHTS OR WITHIN SEALED WPGWB BOX -IN. 9 k. ACTUAL SIZE Width Height Sill Qt. Feet Inch Feet Inch Feet Inch 1 6 0 6 8 0 0 1 5 0 3 0 3 8 1 5 10 4 0 3 6 2 8 0 4 0 3 6 1 4 D 4 0 3 6 Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Area UA 40.0 12.00 15.0 4.50 23.3 7.00 64.0 19.20 16.0 4.80 158.3 47.50 0.30 City of ThHVtla RECEIVED CITV OF TUKWILA JAN 2 5 2019 PERMIT CENTER ow 0 CO 0, APPROVAL STAMP ENGINEER STAMP ad cc co 0 0 05 Z toC 0 Z Z 0 W -J 0 CO 0 JOB NO. 18-324 HALF SCALE 11x17 FULL SCALE 22x34 SHEET A1.1 DlB-o?o3 32' 0 TYP 1 / 5'-1I' Sir MEDIA ROOM r • 3-4u 2'-11^ UP MI FURN. WIC 3'-3/J' E I8'-6" 4 / 0 BEDROOM 1 30 30" ,a BATH )' J E C 1 0 0 DN 1 a 1 J \ e • • 14'1 5'-4 4 \ PROPOSED BASEMENT FLOOR PLAN 22x34: SCALE 1/4' = 1'-0" 11x17: SCALE 1/8' = 1'-0" 0' 1' 2' 4 8 iN GENERAL NOTES A. PLANS MUST BE APPROVED BY THE GOVERNING BUILDING OFFICIAL OR PROFESSIONAL ENGINEER PRIOR TO WORK COMMENCING. B. CONTRACTOR TO VERIFY ALL STRUCTURAL LOAD PATHS AND EXISTING SHEAR / BRACED WALL LOCATIONS BEFORE REMOVING ANY WALLS. STRUCTURAL DEVIATIONS FROM THE PLAN SHOULD BE VERIFIED BY A STRUCTURAL ENGINEER OR BUILDING INSPECTOR. YEN DESIGN IS TO BE CONTACTED IF ACTUAL EXISTING FRAMING CONDITIONS VARY FROM PLAN ASSUMPTIONS AFTER CEILING WALL COVERINGS ARE REMOVED. C. SEE SHEET AI.1 FOR COMMON CODE REQUIREMENTS. D. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ON ALL LEVELS OF THE DWELLING AND PLACED IN PROXIMITY TO SLEEPING AREAS. E. SMOKE DETECTORS SHALL BE INSTALLED ON ALL LEVELS OF THE DWELLING AND WITHIN EACH SLEEPING AREA. DIRECT WIRING REQUIRED. G. H. VERIFY WINDOW & DOOR ROUGH OPENING SIZES WITH WINDOW & DOOR MANUFACTURER. ALL DIMENSIONS TO STUD WALL. CONTRACTOR TO VFY ALL DIMENSIONS ON SITE PRIOR TO CONSTRUCTION, CONTRACTOR TO DETERMINE & VERIFY ALL WASTE DIVERSION REQUIREMENTS PER THE LOCAL JURISDICTION. CONTRACTOR MAY BE REQUIRED TO REQUEST LEED REPORTS FROM RECEIVING FACILITIES. J. DOORS WITHOUT PLACEMENT DIMENSIONS WILL BE 3" OFF WALL OR ON CENTER, AS APPROPRIATE. GARAGE STORAGE DEN ti r MECHANICAL n_ CRAWL SPACE EXISTING BASEMENT FLOOR PLAN 0' 2' 4' 8' 22x34: SCALE 1/8" = 1'-0" -= 11x17: SCALE 1/16" = 1'-0" 16' LEGEND NEW STUD WALL. SEE 1/A5.1 FOR FRAMING INFO. V ///J EXISTING WALL TO REMAIN DEMOLISHED NON -BEARING WALLS IU.N.0.1 SMOKE DETECTOR INDICATES REFERENCE TO KEYNOTES SEE KEYNOTES ON THIS SHEET FOR BALANCE OF INFORMATION CARBON MONOXIDE DETECTOR WITH BATTERY BACKUP. EXHAUST FAN IINTERMITTENTI 50 CFM U.N.O. SEE DOOR AND WINDOW SCHEDULE ON SHEET A1,1 FOR DETAILED INFO. SEE 2/A5.1 FOR FRAMING INFO. PLAN KEYNOTES 1. EXISTING POST TO REMAIN. 2. WINDOW OR DOOR TO BE INFILLED PER SHEET All - INSULATION AND FENESTRATION REQUIREMENTS. SEE 3/A5.1 FOR BALANCE OF INFO, 3. FIRE PLACE & CHIMNEY TO BE REMOVED RECEIVED CITY OF TUKr ILA JAN252019 PERMIT CENTER z 0 11.30.18 I COMMENT RESPONSE rc APPROVAL STAMP ENGINEER STAMP BASEMENT FLOOR PLANS JOB NO. 18-329 HALF SCALE 11x17 FULL SCALE 22x34 SHEET A2.1 Y 52' 5'-II" 611 5'-11" 4 a7 s a �\ // 61 5N11 3 // 6'-11 32 101 / NEW DECK 6" LIVING ROOM / Ci / 4 4'-10 BEDROOM 2 48 4'-11 BEDROOM 3 15'4 DN 5-11 72' II II II / 547i" ?a 5'-7 60x30 / 0/ 2'-10 5-31 70 BATH EF 3 "I 0 100CF KITCHEN BEDROOM 4 GO I� J)O 0 r 32 7 4.4 52' PROPOSED MAIN FLOOR PLAN 22x34: SCALE 1/4" = 1'-0" 11x17: SCALE 1/8" = 1'-0" 0' 1' 2' 4' 1 ' GENERAL NOTES A. PLANS MUST BE APPROVED BY THE GOVERNING BUILDING OFFICIAL OR PROFESSIONAL ENGINEER PRIOR TO WORK COMMENCING. B. CONTRACTOR TO VERIFY ALL STRUCTURAL LOAD PATHS AND EXISTING SHEAR / BRACED WALL LOCATIONS BEFORE REMOVING ANY WALLS. STRUCTURAL DEVIATIONS FROM THE PLAN SHOULD BE VERIFIED BY A STRUCTURAL ENGINEER OR BUILDING INSPECTOR. YEN DESIGN 15 TO BE CONTACTED IF ACTUAL EXISTING FRAMING CONDITIONS VARY FROM PLAN ASSUMPTIONS AFTER CEILING WALL COVERINGS ARE REMOVED. C. SEE SHEET A1.1 FOR COMMON CODE REQUIREMENTS. D. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ON ALL LEVELS OF THE DWELLING AND PLACED IN PROXIMITY TO SLEEPING AREAS. E. SMOKE DETECTORS SHALL BE INSTALLED ON ALL LEVELS OF THE DWELLING AND WITHIN EACH SLEEPING AREA. DIRECT WIRING REQUIRED. F. VERIFY WINDOW & DOOR ROUGH OPENING SIZES WITH WINDOW & DOOR MANUFACTURER. G. ALL DIMENSIONS TO STUD WALL. H. CONTRACTOR TO VFY ALL. DIMENSIONS ON SITE PRIOR TO CONSTRUCTION. I. CONTRACTOR TO DETERMINE & VERIFY ALL WASTE DIVERSION REQUIREMENTS PER THE LOCAL JURISDICTION. CONTRACTOR MAY BE REQUIRED TO REQUEST LEED REPORTS FROM RECEIVING FACILITIES. J. DOORS WITHOUT PLACEMENT DIMENSIONS WILL BE 3" OFF WALL OR ON CENTER, AS APPROPRIATE. LIVING ROOM 4 EXISTING MAIN FLOOR PLAN 22x34: SCALE 1/8" = 1' 0" 11x17: SCALE 1/16" = 1'-0" 0' 2' 4' 8' 16' LEGEND V/// NEW STUD WALL. SE 1/A5.1 FOR FRAMING INFO. EXISTING WALL TO REMAIN DEMOLISHED NON -BEARING WALLS )U.N.O.) SMOKE DETECTOR INDICATES REFERENCE TO KEYNOTES SEE KEYNOTES ON THIS SHEET FOR BALANCE OF INFORMATION CARBON MONOXIDE DETECTOR WITH BATTERY BACKUP. EXHAUST FAN (INTERMITTENT) 50 CFM U.N.O. SEE DOOR AND WINDOW SCHEDULE ON SHEET Au FOR DETAILED INFO. SEE 2JA5.1 FOR FRAMING INFO. PLAN KEYNOTES 1. BEARING WALLS TO BE REMOVED 2. WINDOW OR DOOR TO BE INFILLED PER SHEET A1.1 - INSULATION AND FENESTRATION REQUIREMENTS. SEE 8/A5.1. FOR BALANCE OF INFO. 3. NEW DECK. SEE SHEET 51.1 FOR FRAMING INFO. 4. NEW GUARDRAIL INSTALLED PER MANUFACTURERS SPECIFICATIONS. SEE 10/A5.1 FOR BALANCE OF INFO. 5. FIRE PLACE & CHIMNEY TO BE REMOVED. 6. ELECTRIC WATER HEATER RECEIVE C) CITY OF TUK W ILA JAN 2 5 2019 PERMIT CENTER 11.30.18 COMMENT RESPONSE rc APPROVAL STAMP ENGINEER STAMP C.Uj 0 W F • "Tr Lu o CO• C 0 1 LU CO • r MAIN FLOOR PLANS JOB NO. 18-324 HALF SCALE 11x17 FULL SCALE 22x34 SHEET A2.2 1)1g ? cip RIDGE HEIGHT MAIN LEVEL TOP PLATE_ MAIN LEVEL FINISH FLOOR BASEMENT TOP PLATE 1 'r Ji I i 1 L .;_i 1 1 L' i1�i 1 Lrr L 11_,I f � 1 L. ,_1_, Irk. I I (1. L. 1 i 1 1 11,17 1! 1 _L�1 11 I Z_1 1 `i 11 L7 i 1- L1_.L, ;I 1_l , L111-1 i_ L. T i� A BASEMENT FINISH FLOOR • RIDGE HEIGHT NORTH ELEVATION m 22x34: SCALE 1/4" =1'-0" 11x17: SCALE 1/8"= 11-0" A MAIN LEVEL TOP PLATE MAIN LEVEL FINISH FLOOR BASEMENT TOP PLATE Cgs O' 1' 2' 4' NM 8' 4 BASEMENT FINISH FLOOR EAST ELEVATION 22x34: SCALE 1/4" = 11-0" 11x17: SCALE 1/8" = 11-0" 8' Lego F N N Cv.--i='.' rz.;, is City c; T::"-,•Jrla CULL:, "i ._.:CI•. RECEIVED CITY OF TUKWILA JAN 2 5 2019 PERMIT CENTER z 0 a 0 C Z APPROVAL STAMP ENGINEER STAMP A RESIDENTIAL REMODEL 18-324 T U KW I LA co m w 0 ' N c 0 W u) ELEVATIONS JOB NO. HALF SCALE FULL SCALE SHEET 18-324 11x17 7704 A3.1 771 '.4 fi 1. �� d RIDGE HEIGHT $ MAIN LEVEL TOP PLATE MAIN LEVEL FINISH FLOOR BASEMENT TOP PLATE 4 BASEMENT FINISH FLOOR A RIDGE HEIGHT 11 1_1 ill 11111 DE SOUTH ELEVATION lo 22x34: SCALE 1/4" = 1'A" 11x17: SCALE 1/8" = 1'-0" (L MAIN LEVEL TOP PLATE MAIN LEVEL FINISH FLOOR BASEMENT TOP PLATE 0 BASEMENT FINISH FLOOR T 1 I�1=1 r_[I J T11, 1i 1 0' 1' 2' 4' 8' -.• 1 El" LJ (, 1.1 , [ L 1T Ft 1 r i 'ti-1 1... l L_ i r1 �I.il1 1�1.'rl �,r,r rTTtr l ri 1 r��75 11 l l r -i C. �..�.:. ( �.T •L �._�_11 1 WEST ELEVATION 1/74 22x34: SCALE 1/4" = 1'-0" 11x17: SCALE 1B"= 1'-0" 0' 1' 2' 4' 8' In- 84 RECEIVED CITY OF T(1KWILA JAN252019 PERMIT CENTER 28 N APPROVAL STAMP ENGINEER STAMP ELEVATIONS JOB NO. 1 B-324 HALF SCALE 11x17 FULL SCALE 22x34 SHEET A3.2 ViSe MI JOIST OR RAFTER 2X BLOCKING w/ 13) 1Od EA END UNLESS PERP. FRMG ABOVE SOLE PLATE w/ 131 8d @ 16"o/c IEI SHTG ----N IEI JOIST J REMOVE FINISHES PER CONTRACTOR RECOMMENDATION 131 10d @ EA BLKG DOUBLE TOP PLATE INI INTERIOR NON -BEARING WALL NEW INTERIOR WALL SECTION SCALE: 1"=1-0" (41 1/4 VERT. REINF 12" DIA. C.I.P. CONC. FOUNDATION 14) 44 VERT. REINF CANTILEVERED POST DETAIL SCALE: 1"=1'-0" BALUSTERS SPACED SO THAT A 4" SPHERE CAN NOT PASS THRU PROVIDE 4x4 EXTERIOR RAILING POST @ 6'o/c OR PER CONTRACTOR 12) 5/B11DIA. A307 BOLTS RAILING POST PER PLAN. DO NOT NOTCH 4x4 RAILING POST AT BOT. RIM JOIST OR BEAM PBR PLAN POST PER PLAN jj PFRPENDICULAR TO JOISTS TYP. FRAMED HANDRAIL SCALE: 1"=1'-0" JOIST OR RAFTER/TRUSS 2X BLOCKING w/ (3) 10d EA END UNLESS PERP. FRMG ABOVE PWDR ACTUATED FASTENERS EMBEDDED 1" INTO SLAB @ 16" 0.C. CONC. SLAB — PT. SOLE PLATE w/ GALVINIZED NAILS OR BETTER END OF BEAM AS OCCURS POST CAP PER PLAN POST CAP DETAIL SCALE: 1"=1'-0" EXTERIOR 2X4 AT TOP AND BOT OF HANDRAIL 3-1/2" OFF F.F. PROVIDE FB24R CLIPS EA END. DECKING 6 NAILING PER PLAN (DIRECTION MAY VARY) DECK JOISTS PER PLAN SIMPSON DTT2Z w/ 1/2'1 DIA, B0L-S THRU JOIST S REMOVE FINISHES PER CONTRACTOR RECOMMENDATION 13) 1Od @ EA BLKG DOUBLE TOP PLATE IN) INTERIOR NON -BEARING WALL BEAM PER PLAN POST PER PLAN BALUSTERS SPACED SO THAT A 4" SPHERE CAN NOT PASS THRU PROVIDE 4x4 EXTERIOR RAILING POST @ 6'o/c OR PER CONTRACTOR 121 5/8"DIA. A307 BOLTS RAILING POST PER PLAN, DO NOT NOTCH 4x4 RAILING POST AT BOT. RIM JOIST OR BEAM I PER PLAN POST PER PLAN PARALLEL TO .101 T_S CRIPPLE STUDS TO ALIGN w/ STUD WALL FRAMING i6 0 0 F.F OPENING.", SOLE PLATE IRO/ ROUGH OPENING CONT OBL TOP PLATE CRIPPLE STUDS TO ALIGN w/ TRIMMERS HEADER PER PLAN FLUSH TO EXTERIOR FULL HEIGHT KING STUD OR POST PER PLAN OPTIONAL 2X TO MATCH WALL TYPE STUD WALL FRAMING 2X TRIMMER (JACK STUD( OTT PER HEADER SCHEDULE. FACE NAIL TO KING STUD DOUBLE 2X SILL \ PLATE `CRIPPLE STUDS TO ALIGN w/ STUD WALL FRAMING TYP. OPENING FRAMING SCALE: 12"=1'-0" 2X4 DOUBLE TOP PLATE 2)( BIOCKING w/ (31 1Od EA END UNLESS PERP. FRMG ABOVE (El CONC. WALL 2x4 STUD WALL 1/2" GYPSUM BOARD R-21 BATT INSULATION PWDR ACTUATED FASTENERS * 1 EMBEDDED 1" INTO 1 SLAB @ 16" 0.C. A .a 1 I n :A 7/ A- a 1 IEI SLAB ON GRADE— I 1 ] L IEI CONC. FOOTING 41 LF___>__J rr T II/I II/11 13) IOd @ EA BLKG 4 FIN. GRADE TYP. FURRED WALL SECTION SCALE: 1 "=1'-0" EXTERIOR 2X4 AT TOP AND BOT OF HANDRAIL 3-1/2" OFF F.F. PROVIDE FB24R CLIPS EA END. DECKING & NAILING PER PLAN (DIRECTION MAY VARY( PROVIDE SOLID BLKG ACROSS FULL DECK WIDTH @ EA. RAILING POST. PROVIDE CONT. C516 STRAP ABV. BLKG 2X BLOCKING w/ 131 16d NAILS EA SIDE AS SHOWN SIMPSON UTT2Z W/ 1/2" DIA. BOLT PER HOLDOWN (El DOUBLE TOP PLATE IE) RIGID INSULATION (E) HEADER R-21 BATT INSULATION (2%6) OR R-15 BATT INSULATION (2%41 GYPSUM BOARD------ WALL SHEATHING 7/16" APA RATED SHEATHING OR COX PLYWOOD OR 05B w/ Bd @ 6"o/c PANEL EDGE NAILING AND 12"o/c FIELD NAILING INFILLED WINDOW SECTION SCALE: 1"=1'-0" EXISTING SIDING & SHTG FLASHING FOR WATER TIGHTNESS P.T. 2x LEDGER WITH FASTENERS PER PLAN HANGER PER PLAN DECKING 6 NAILING PER PLA loom -non MAY VARY1 DECK JOISTS PER PLAN (DIRECTION MAY VARY( HOLDOWN DEVICE MI 7501 CAPACITY AT 4 LOCATIONS, EVENLY DISTRIBUTED ALONG DECK 6 1 WITHIN 2' of EACH NO OF THE LEDGER. HOLDOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER HOLDOWN MANUFACTURER (SLIGHT OFFSET ALLOWED(. A FULLY THREADED 3/8' DIAMETER LAG SCREW PREDRILLEO W/ MIN Y PENETRATION TO CENTER OF TOP PLATE, STUDS, OR HEADER. LEDGER ATTACHMENT SCALE: 2"=1'-0" 6L0° MAX SPACING 61-0" MAX SPACING 1211/2s DIA. A307 BOLTS 0 36b.c. EXISTING SHTG EXISTING JOIST EXISTING RIM JOIST EXISTING STUD WALL BETWEEN POSTS TOP RAIL MUST RESIST 200@ CONCETRATED LOAD PER MFR. OR PROVIDE (4) 16d NAILS @ EA POST BETWEEN POSTS OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4"6 SPHERE 73 GURADRAIL PREVENTING A 30" FALL OR MORE (213.5" 16d BOX TOE NAIL EA. SIDE GIRDER TRUSS PER PLAN 11213.5" 16d BOX J� TOE NAIL A. 13' lOd BO% @ 16" oc. I'. , DBL TOP PLATE POST PER PLAN STUDSIDE2x 41 'gyp SOLID BLKG TO MATCH WIDTH OF POST 12135" 16d BOX TOE NAIL EA, SIDE 1 (El SILL PLAT 4 (El FOCNDATION WALL. 4 a °4 City cPTcIi'.; i? TYP. GRDR. TO FDN. CONNECTION SCALE: 1"=1'-0" AT SHEAR WALLS PROVIDE RBC C-IP SPACED @24" O.C. TRUSS PER PLAN CEILING JOIST H1 TIE AT EA JUST CONT. DOUBLE TOP PLATE PER PLAN HEADER PER PLA ROOF TRUSS TO WALL SCALE: 1"=1'-0" SHEATHING PER PLAN BOUNDARY NAILING PER PLAN (SEE ROOF SHEATHING NOTES) FULL DEPTH BLKG MAY BE DRILLED FOR VENTING PANEL EDGE NAILING FASCIA PER ELEVATIONS SHEATHING PER PLAN DESCRIPTION COMMENT RESPONSE 1 APPROVAL STAMP ENGINEER STAMP 5 0 0 Lo • D cco o ix Q I- m o CO w ? ui W 23 K 00— N m LU .- ¢ rco ARCHITECTURAL DETAILS JOB NO. 18-324 HALF SCALE 11x17 FULL SCALE 22x34 SHEET A5.1 9 14s (Au ECEiVHp CITY OF TUK WILA JAN252019 PERh1IT CENTER TIMBER CONST. CRITERIA GENERAL FRAMING LUMBER SHALL HAVE A MC-19 MOISTURE CONTENT, AND GRADED AND MARKED IN CONFORMANCE WITH THE CURRENT WWPA STANDARD GRADING RULES. LUMBER SHALL BE FURNISHED TO THE STANDARDS INDICATED ON THESE DRAWINGS. THE DESIGN SHOWN IN THESE_ DRAWINGS 15 BASED ON THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2005 EDITION (HEREAFTER REFERRED TO AS THE NOS/ PREFABRICATED CONNECTOR PLATE WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER PER THE LOADS SPECIFIED IN THE DESIGN CRITERIA AND IN ACCORDANCE WITH THE "DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES, TPI-02" BY THE TRUSS PLATE INSTITUTE FOR SPANS AND CONDITIONS SHOWN ON THE DRAWINGS. WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC., AS SHOWN ON THESE DRAWINGS EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS SHALL BE DETERMINED BY THE MANUFACTURER. PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO BEAM CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE DETAILS FOR ALL PERMANENT TRUSS BRACING AND BRIDGING. ALL COMMON WIRE NAILS & SPIKES, HARDENED STEEL NAILS & SPIKES, AND BOX NAILS SHAI I. CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM F1667. ALL NAILS SPECIFIED ON THESE DRAWINGS, EITHER DRIVEN WITH A HAMMER OR PNEUMATIC DEVICE SHALL HAVE THE FOLLOWING PROPERTIES; COMMON NAIL PROPERTIES PENNY -WEIGHT "... DIAMETER IINCHESI LENGTH IINCHESI 8d IOd 2d 0131 0.15 0.15 2.50 3.00 325 I6d 0.16 3.50 20d 0.19 4.00 SIMPSON STRONG -TIE CONNECTORS CALLED OUT BY LETTERS AND NUMBERS AS SPECIFIED IN THE LATEST EDITION OF THEIR CATALOG. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE TO THE MANUFACTURER'S INSTRUCTIONS. DRILLED FASTENERS INSTALLED IN WOOD MEMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING TABLE. DRILLING FASTENERS REQUIREMENTS LEAD HOLE • SHANK HOLE 1 BOLTS- - D • 1/32 LAG SCREWS 0.7 D D WOOD SCREWS 0.88 Dr 0.88 D NAILS (PRE -DRILLED(- 0.15 D - NOTES; 1. 'D' INDICATES THE SHANK DIAMETER OF THE FASTENER. 2. 'Dr' INDICATES THE ROOT DIAMETER OF THE FASTENER. 3. 'D' SHALL NOT EXCEED 1". 4. THE LEAD HOLE FOR LAG SCREWS SHALL HAVE THE SAME DEPTH OF PENETRATION AS THE LENGTH OF THE UNTHREADED SHANK. THE LEAD HOLE OR CLEARANCE HOLE SHALL NOT BE REQUIRED FOR DIAMETERS LESS THAN 3/8" OR LESS, PROVIDED EDGE, END AND SPACING IS TO BE SUFFICIENT TO PREVENT SPLITTING. 5. LAG AND WOOD SCREWS SHALL BE INSTALLED BY TURNING OF A WRENCH, SCREW DRIVER, OR SCREW GUN NOT DRIVEN BY A HAMMER. 6. ALL BOLTS AND LAG SCREWS SHALL CONFORM TO ASTM SPECIFICATION. 7. WASHERS SHALL BE INSTALLED UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. PT WOOD & METAL CORROSION CHEMICALLY TREATED WOOD & CORROSION OF CONNECTORS & FASTENERS WOOD MATERIALS REQUIRED TO BE TREATED WITH PRESERVATIVE PER THE GOVERNING BUILDING CODE SHALL BE IDENTIFIED ET A QUALIFIED MARK IN ACCORDANCE WITH AWPA STANDARDS. TIMBER CONNECTORS AND FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED OR FIRE-RETARDENT TREATED LUMBER SHALL BE HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON, BRONZE OR COPPER. A BARRIER BETWEEN PRESERVATIVE -TREATED OR FIRE-RETARDENT TREATED LUMBER CAN BE USED WHEN APPROVED BY THE ENGINEER OR ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTION OF THE APPROPRIATE CONNECTOR OR FASTENER COATING BASED ON THE INTENDED END USE OF THE CONNECTOR OR FASTENER AND THE CHEMICAL PRESERVATIVE USED IN THE TREATMENT OF THE LUMBER FOR WHICH IT IS IN CONTACT THE FOLLOWING TABLE SHALL BE USED FOR SELECTION OF CONNECTORS BASED ON GALVANIZED COATING OR STAINLESS STEEL. FASTENERS USED SHALL BE MADE OF THE SAME MATERIAL AS THE CONNECTOR. ALLOWABLE CHEMICAL COATINGS CHEMICAL PRESERVATIVES PRODUCT COATINGS 0.90 oz/ef 1001 1.85 oz/ef IG1851 HOG PER ASTM A653, A153 OR A123 STAINLESS STEEL UNTREATED WOOD.. SBX CCA-C YES TES TES ACQ-C 8 ACO-D CBA-A 8 CA-B Non -DOT NO YES TES ACZA NOTES. SBX CCA-C ACQ-C 8 ACQ-D CM -A 8 CA-B NON -DOT ACZA NO NO NO DOT SODIUM BORATE CHROMATED COPPER ARSENATE ALKALINE COPPER QUAT COPPER AZOTE OTHER BORATE AMMONIACAL COPPER ZINC ARSENATE DECK FRAMING PLAN 22x34: SCALE 1/4" = i'-0" 11x17: SCALE 1/8" = 11-0" 0' 1' 2' 4' 1 ' LEGEND JOIST OR TRUSS •---• BEAM OR HEADER •-- LEDGER 2 CANTILEVERED END OF JOIST, TRUSS OR RAFTER 4-1-2 BEARING END OF JOIST, TRUSS OR RAFTER C 2 HUNG END - SEE FRAMING SCHEDULE FOR HANGER SPECIFICATION. TIMBER POST LOCATION - OCCURRING BELOW THE PLAN LEVEL SHOWN. INDICATES REFERENCE TO KEYNOTES SEE KEYNOTES ON THIS SHEET FOR BALANCE OF INFORMATION. CANTILEVERED POST FOOTING PER DETAIL 5/A5.1 0 O PLAN KEYNOTES 1. 2"X8" P.T.(PRESSURE TREATED) DF#2 LEDGER. SEE $/A5.1 FOR CONNECTION DETAIL 2. 4"x10" P.T. DF #2 BEAM. MAX SPAN OF 51-11". SEE 6/AU FOR BEAM TO POST CONNECTION DETAIL. 3. 4"x4" P.T. HF #2 POST. PROVIDE AC4 POST CAP OR ACE4 FOR BEAM END SITUATIONS. ATTACH TO FOOTING BELOW PER DETAIL 9/A5.1 4. CEDAR DECKING SHALL BE ATTACHED TO THE PT. JOISTS BELOW WITH (21 GALVANIZED NAILS AT EA INTERSECTION. DECKS SCREWS MAY BE USED IN LIEU OF NAILS. 5. CONCEALED FLANGE HANGER LUS28-2 SHALL BE USED AT THE END LOCATIONS 6. 2x8 P.T. OF #2 AT 16" 0/C. MAX SPAN 1I'-1' 7. LUS28. 8. HANDRAIL ATTACHMENT PER DETAIL 9/A5.1 8 10/A5.1. PROVIDE POSTS AT 6' o/c MAX. 9. PROVIDE A DCUBLE JOIST AT EA END 8 BLOCKING IN THE LAST 2 BAYS AT EA HANDRAIL POST. GENERAL NOTES A. B. PLANS MUST DE APPROVED BY THE GOVERNING BUILDING OFFICIAL OR PROFESSIONAL ENGINEER PRIOR TO WORK COMMENCING. ALL FRAMING MEMBERS SIZED PER TABLES R507.2 - R507.6 IN THE IRC. RECEIVED CITY OF TI/KNVIi.a JAN 2 5 2019 ?EHMiI l,ci4TER 0 0 5 rJ 0 a 0 01.10.19 I COMMENT R APPROVAL STAMP ENGINEER STAMP A RESIDENTIAL R STRUCTURAL NOTES & DECK FRAMING PLAN JOB NO. 18-324 HALF SCALE 11x17 FULL SCALE 22x34 SHEET S1 1 ROOF FRAMING PLAN 22x34: SCALE 1/4" = 1'-0" 11x17: SCALE 1/8" = 1'-0" 0' 1' 2' 4' 'I eN ALL HEADERS NOT LABELED SHALL BE GENERAL NOTES FLOOR SHEATHING 3/4" T8G APA RATED SHEATHING OR CDX PLYWOOD OR 0513 w/10d @ 6"o/c DIAPHRAGM NAILING AND 12"o/c FIELD NAILING. PLYWOOD SHALL BE LAID UP WITH FACE GRAIN PERPENDICULAR TO FRAMING MEMBERS BELOW AND END JOINTS SHALL BE STAGGERED. WALL SHEATHING 7/16" APA RATED SHEATHING OR CDX PLYWOOD OR 05B w/ 8d @ 6"o/c PANEL EDGE NAILING AND 12"o/c FIELD NAILING ROOF SHEATHING 7/16" APA RATED SHEATHING OR CDX PLYWOOD OR O5B w/ 8d @ 6"o/c DIAPHRAGM NAILING AND 12"o/c FIELD NAILING. PLYWOOD SHALL BE LAID UP WITH FACE GRAIN PERPENDICULAR TO FRAMING MEMBERS BELOW AND END JOINTS SHALL BE STAGGERED. LEGEND . =MI. WALLS BELOW EXISTING ROOF FRAMING TO REMAIN HEAD R ROOF LINE ABOVE CANTILEVERED END OF JOIST,TRUSS OR RAFTER BEARING END OF JOIST, TRUSS OR RAFTER HUNG END - SEE FRAMING SCHEDULE FOR HANGER SPECIFICATION, INDICATES STRUCTURAL MEMBERS, HEADERS AND TRIMMERS. TRUSS INDICATES REFERENCE TO KEYNOTES. SEE KEYNOTES ON THIS SHEET FOR BALANCE OF INFORMATION. JOISTS/TRUSSES ( T1 ) PRE-ENGINEERED ROOF TRUSS @ 24"o/c. PRE-MANUFADTURED GIRDER TRUSS POSTS P-01 4"x6" DF#2. PROVIDE DIRECT LOAD PATH TO FOUNDATION BELOW. SEE 4/A5.1 FOR BALANCE OF INFO. HEADER H1 EXISTING 4"x6" DF#2. w/ (2I2X TRIMMER POST EACH END. CONTRACTOR TO VERIFY. RECEIVED CITY OF TUK WILA JAN 2 5 2019 PERMIT CENTER 0 a R rc CJ V1a� •� Hi 3a I aitams § APPROVAL STAMP ENGINEER STAMP ROOF FRAMING JOB NO. 18-324 HALF SCALE 11x17 FULL SCALE 22x34