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Permit D19-0161 - TRAN RESIDENCE - REROOF, NEW AWNING AND REDO FLOOR PLAN
TRAN RESIDENCE 12058 42ND AVE S FINALED 02/10/2022 D19-0161 Parcel No: Address: Project Name: �~^�vx ^�� Tukwila "~U~� x�n o ��nx���na Department of Community Development 630nSouthcenterBoulevard, Suite #1uO Tukwila, Washington 981&8 Phone:386'431'367O Inspection Request Line: %O6-438'93SO Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 3347400340 Permit Number: D19-0161 TR4NRE5|DEN[E Issue Date: 9/23/2019 Permit Expires On: 3/21/2020 Contact Person: Name: Contractor: Address: License No: Lender: Name: 1205842NDAVS,5EATTLE WA, 98168 KMANHN5UYEm ''^ ''' Phone: (253)217-2996 Phone: Expiration Date: DESCRIPTION OF WORK: REPLACE ROOF, INSTALL NEW AWNING, REDO FLOOR PLAN PER DRAWINGS Project Valuation: $40\000.00 Type ofFire Protection: Sprinklers-, Fire Alarm: Type ofConstruction: V8 Electrical Service Provided by: TUKWILA Fees Collected: $2,351.06 Occupancy per IBC: R-3 Water District: TVKvV|LA Sewer District: TUKWILA 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 20152015 2015 2015 National Electrical Code: VVACities Electrical Code: VVA[Z96468: Code: ublic Works Activities: [hanne|imdon/5thpin8: Curb Cut/Access/Sidewalk: Volumes: Cut: O Fill: O Number: 0 Fire Loop Hydrant: Flood Control Zone: Hau|ing/OvenizeLood: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No � » : -- Permit Center Authorized Signature Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting ofthis permit does not presume tugive authority tnviolate orcancel the provisions ofany other state nrlocal laws regulating construction urthe performance ofwork. |amauthorized tosign and obtain this development permit and agree tythe conditions attached tothis permit. Signature: Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended orabandoned for aperiod ofl80days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT ODNDnlON5*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall bekept atthe site ofwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. o: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. S: Notify the City ofTukwila Building Division prior toplacing any concrete. This procedure is in addition to any requirements for special inspection. 6: All wood to remain in placed concrete shall betreated wood. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: 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 nnsatisfactory completion ofthis requirement. 9: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. Acopy can beobtained atCity Hall inthe office of the City Clerk. lU: Every occupied space other than enclosed parking garages and buildings used for repair nfautomobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. i 11: 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. 12: 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). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 14: 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. 15: 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. 16: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 0606 GLAZING 0603 ROOF/CEILING INSUL 4046 SI-EPDXY/EXP CONC 0602 SLAB/FLOOR INSUL 0412 UNDERFLOOR FRAMING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR \ CITY OF TUKWL 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: 5'-t(00-If (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION j(ing Co Assessor's Tax No.: Site Address: ..ta405'S' ----11.0frie_ L5- XzefutA_ Suite Number: Floor: Tenant Name: PROPERTY OWNER Name: Address: City: (X4ra State: Zip: CONTACT PERSON — person receiving all project communication Name: Address: 5 City: State: Zip: 9.8/745 Phone:75,3_2/429(0- Fax: Email: GENERAL CONTRACTOR INFORMATION Company Name: eki/2,eic. Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: New Tenant: El Yes 11.. No ARCHITECT OF RECORD Company Name: Architect Name:c,ce? Address: 5-4.3 e) 47,27e..,6101--' City: Al j State: Zip: 9g4 Phone: 3 e Email: ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: H:\AppIicatons\Forms-AppIications On Line\ 2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 1 of 4 BUILDING PERMIT INFORMATIO( W6-431-3670 Valuation of Project (contractor's bid price): $ 4(4- 0,00 Existing Building Valuation: 2(9i. Describe the scope of work (please provide detailed information): A air/ € Will there there be new rack storage? fJ ....Yes E ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I° Floor 2"d Floor 3rd Floor 1 Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor arca of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: .......Sprinklers 0 Automatic Fire Alarm 0 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 Safely Data Sheets. SEPTIC SYSTEM 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line12012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 \ PUBLIC WORKS PERMIT INFOR .TION — 206-433-0179 / Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District o .. Tukwila 0 ... Water District #125 O .. Water Availability Provided Sewer District 0 .. Tukwila 0 Sewer Use Certificate 0 Highline ...Valley View 0...Renton 0 ...Sewer Availability Provided El... Renton 0... Seattle Septic System: O 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") CI .. Technical Information Report (Storm Drainage) .. Bond 0... Insurance 0... Easement(s) Proposed Activities (mark boxes that apply): 0 .. Right-of-way Use - Nonprofit for less than 72 hours Right-of-way Use - No Disturbance .. • Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 O .. Total Cut o .. Total Fill cubic yards cubic yards Geotechnical Report 0... Maintenance Agreement(s) 0 Traffic Impact Analysis 0 Hold Harmless — (SAO) 0.. Hold Harmless — (ROW) 0... Right-of-way Use - Profit for less than 72 hours 0...Right-of-way Use — Potential Disturbance 0... Work in Flood Zone O... Storm Drainage 0 .. Sanitary Side Sewer 0... Abandon Septic Tank 0... Grease Interceptor 0 .. Cap or Remove Utilities 0... Curb Cut 0... Channelization 0 .. Frontage Improvements 0... Pavement Cut 0... Trench Excavation 0 .. Traffic Control O... Looped Fire Line 0... Utility Undergrounding 0 .. Backflow Prevention - Fire Protection ,, Irrigation Domestic Water 0 .. Permanent Water Meter Size (1) " WO # (2) " WO # (3) " WO # 0 .. Temporary Water Meter Size (1) " WO # (2) " WO # (3) " WO # 0 .. Water Only Meter Size ...... ..... , WO # 0.. Deduct Water Meter Size 1, Ej .. Sewer Main Extension Public 0 Private ED El .. Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) • Water 0 .. Sewer Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\AppflcIions\Forms-AppIications On Line12012 Applications'Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant, This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Day Telephone: Mailing Address: 97e:',2 City Date: c7,44 -7"`72-/ Sae Zip HAApplications \Forms -Applications On Line \20I2 ApplicationsWerrnit Application Revised - 2-7- I 2.docx Revised: February 2012 bh Page 4 of 4 f :ash Register Receipt City of Tukwila DESCRIPTIONS . ACCOUNT QUANTITY PAID PermitTRAK $2,373.51 D19-0161 Address: 12058 42ND AVE S Apn: 3347400340 $1,784.28 DEVELOPMENT $1,699.62 PERMIT FEE R000.322.100,00.00 0.00 $846.56 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $6.50 PERMIT FEE R000.322.100.00.00 0.00 $846.56 TECHNOLOGY FEE $84.66 TECHNOLOGY FEE R000.322.900.04.00 0.00 $84.66 EL19-0419 Address: 12058 42ND AVE 5 Apn: 3347400340 $189.00 ELECTRICAL $180.00 PERMIT FEE SINGLE FAMILY R000.322.101.00.00 0.00 $180.00 TECHNOLOGY FEE $9.00 TECHNOLOGY FEE R000.322.900.04,00 0.00 $9.00 M19-0077 Address: 12058 42ND AVE S Apn: 3347400340 $213.33 MECHANICAL $203.17 PERMIT FEE R000.322.100.00.00 0.00 $170.02 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 TECHNOLOGY FEE $10.16 TECHNOLOGY FEE R000322.900.04.00 0.00 $10,16 PG19-0068 Address: 12058 42ND AVE S Apn: 3347400340 $186.90 PLUMBING $178.00 PERMIT FEE R000.322.100.00.00 0.00 $143.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 TECHNOLOGY FEE $8.90 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18650 R000.322,900.04.00 0.00 $8.90 $2,373,51 Date Paid: Monday, September 23, 2019 Paid By: MINH TRINH THI DUONG Pay Method: CHECK 1607 Printed: Monday, September 23, 2019 3:04 PM 1 of 1 YSTEM5 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $566.77 D19-0161 Address: 12058 42ND AVE 5 Apn: 3347400340 $566.77 Credit Card Fee $16.51 Credit Card Fee R000.369.908.00.00 0.00 $16.51 DEVELOPMENT $550.26 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R17675 R000.345.830.00,00 0.00 $550.26 $566.77 Date Paid: Thursday, May 16, 2019 Paid By: PHUOC TRAN Pay Method: CREDIT CARD 03831D Printed: Thursday, May 16, 2019 3:59 PM 1 of 1 111.171""75 Y5 TE M 5 CO TUKWILA [TRAKIT 6280 S0UTH[ENT[R 8LVD TUKWIL4' WA 98188 206-433'1870 CITY OF TUKWILA 0017340000802374464500 Date: 05/10/2019 03:57:50 PM CREDIT CARD SALE VISA CARD NUMBER: **********8858 K TKxm AMOUNT: $566.77 APPROVAL [o: 0303ID RECORD #: 008 CLERK ID: Bill X I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy City of Tukwila Department of Community Development 11/30/2021 KHANH NGUYEN 8333 38 AVE S SEATTLE WA 98118 RE: Permit No. D19-0161 TRAN RESIDENCE 12058 42 AVE S Dear Permit Holder: Allan Ekberg, Mayor Nora Gierloff, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 1/25/2022. Based on the above, you are hereby advised to: 1) If your project is ready for an inspection login to the City of Tukwila's Online Portal https://tukw- egov.aspgov.com/BP/index.html to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 1/25/2022, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Shana Markstrom Permit Technician File No: D19-0161 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 MO\ Mobile Office Architects, PC \ 5253 S. Shore Dr Anacortes, WA 98221 (206) 999-2659 www.mo-arch.com TO: City of Tukwila: Dept. of Community Development Attn: Lee Sipe or Bill Rambo 6300 Southcenter Blvd, Suite #100 Tukwila, WA 98188 DATE: 09/14/2020 RE: Tran Residence, Tukwila DCD Permit Application #D19-0161: Corrections #2 to Rev 01 To Whom It May Concern, We would like to withdraw "Rev 01" changes originally submitted on "02/10/20" and keep the original scope of work as permitted and approved by the City of Tukwila. The original scope of work that was permitted and approved was submitted on 09/09/2019. By reverting back to the original scope of work, we would like to continue construction with the approved permit issued on 09/23/2019. It is stated online that the original permit issued does not expire until 03/21/2021(see below image of online portal). Please advise if we need to do anything further to continue construction with the issued permit. Alan E. Ho Principal, MOA City of Tukwila Home Search for Construction Permit Permit Detail Permit Contacts Permit Fees Due Schedule Inspection Scheduled Inspections Plan Review Attachments CORRE TION L,TR# +0 ViS:ON NOLL RECEIVED CITY OF TUKWILA SEP 2 4 2020 PERMIT CENTER A b ee 1 ep Permit Details Permit Number: D19-0161 Status: ISSUED Type: DEVELOPMENT Subtype: SINGLE FAMILY . Address 12058 d2ND AVE 5 Applied Date: 05/16/2019 Applied By. BR2 Approved Date: 09/17/2019 Approved By. KNIC Issued DAN: 09/23/2019 Issued By: KN2 Ruled Date: Finaled by: Expired Date: 0321/2021 Expired By. brain Description: TRAN RESIDENCE WHEN SUBMITTING APPDGTIONS. PLEASE MAKE SURE YOU HAVE ATTACHED ALL REQUIRED DOCUMENTS. CERTIFKATKIN: By using tlas portal to apply for permits I cen,iy I am the owner of the property o, the owners tuthorrs agent I/ acting as an authorized eget , I further certify dee have Jul poser end eutMMto RN thic apptimhen and to perform, on behalf of the rwrro, agatt5 roamed to crude the junsMc,on to process and renew such appoauon.l Neve furnished true and correct information. I will comply vet ell provrtion5 of Inv and ordinance gooernmg this type of app5tabort 11 the scope of wort revues a homed contactor to perform the work the information will be provided prier rm permit Issuance laeo twn`,lSxWb` Questions} Contact the Permit Center at pem150etu(x0awa.gov or (2061431.3610 Page 1 of 1 / City of Tukwila Department of Community Development July 30, 2020 KHANH NGUYEN 8333 38 AVE S SEA F1LE, WA 98118 RE: Correction Letter # 2 to Revision #1 DEVELOPMENT Permit Application Number D19-0161 TRAN RESIDENCE - 12058 42 AVE S Dear KHANH NGUYEN, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - C DEPARTMENT: Lee Sipe at (206)-431-3656 if you have questions regarding these comments. I Issues from the 1st corrections have not been addressed adequately. 2. Demolition plans and remodel plans do not match. Demolition plans show removing front of house. Site plan shows minor exterior work. Site plan does not show rear deck on South side, which encroaches on neighbor's property, this would not be allowed. Removing and rebuilding front of house encroaching on property line set back will require approval from Planning and Fire departments before building approval. 3. Fire rated windows cannot open in fire rated walls. bedrooms must have windows that open for emergency escape. 4. Plans shows fire rated wood on South side deck. submit fire rated would specifications. 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. D19-0161 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 M01\ Mobile Office L ,ects, PC 4925 S. Shore Dr Anacortes, WA 98221 (206) 999-2659 www.mo-arch.com TO: City of Tukwila: Dept. of Community Development Attn: Lee Sipe or Bill Rambo 6300 Southcenter Blvd, Suite #100 Tukwila, WA 98188 DATE: 03/18/2020 RE: Tran Residence, Tukwila DCD Permit Application #D19-0161: Corrections to Rev 01 To Whom It May Concern, Submitted you will find corrections to Revision 01 for the Tran Residence with the following changes: • T0,00 - NO CHANGE • A1.00 - NO CHANGE • A1.01 - WALL TYPE AND WINDOW TYPES UPDATED TO 1HR FIRE RATING. NOTE ADDED FOR FRTW AT REAR DECK. • A1.02 - ADDED NOTE FOR 1HR FIRE RATED OVERHANGS AND SPEC ADDED FOR UPPER ROOFING SHINGLES • A2.00 - NO CHANGE • A5.00 - UPDATED WINDOW TYPES FOR 1HR FIRE RATED WINDOWS • A5.01 - NO CHANGE • A5.03 - NOTE ADDED FOR FRTW AT DECK • A5.04 - FIRE BLOCKING ADDED TO DETAIL 1 • S1.0 - NO CHANGE • S2.0 - NO CHANGE • S3.0 - NO CHANGE • S3.1 - NO CHANGE • S4.0 - NO CHANGE All revisions and updates have been clouded. Please let me know if you have any questions upon review. Sincerely, Alan E. H Principal, MOA CORRECTION Q-1-0 REVSIO 'O*— OUol VED CITY OF TUKWILA MAY 01 2020 PERMIT CENTER Page 1 of 1 I 1 City of Tukwila Department of Community Development March 17, 2020 KHANH NGUYEN 8333 38 AVE S SEA I"I LE, WA 98118 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0161 TRAN RESIDENCE - 12058 42 AVE S Dear KHANH NGUYEN, 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 - R DEPARTMENT: LEE SIPE at (206)-431-3656 if you have questions regarding these comments. • 1. W3 walls on the S. side that are being removed and replaced new, along with any openings, window glazing, roof overhangs, shall be 1-hour rated firewalls, because of encroaching less than 5 to property line. This also includes new proposed South side yard deck. Must 1-hour rated fire -rated wood. 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. DI9-0161 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ~` ^ MO A Mobile Office ArchitecW 4925 S.Shore mxnac(,,--1,WA 98221 pmaoe9-xee "r-.,iwmu'o,cnzvm TO: City cfTukwila: Dept. ofCommunity Development Attn: Allen ]ohennessenorKondaceNichols 63O0SouthoamerBlvd, Suite #1UU Tukwila, WA 98188 DATE: 02/10/ 020 RE: TranResidence, Tukwila DCDPermit Application #D18-01G1: Rev0 To Whom It May Concern, Submitted you will find revised drawings for the TmnResidence. The owner would like 0oamend the existing permit to include the following changes: ^ Demo ofexisting front portion ofhouse, including foundations, walls, roof, and existing attached garage Rear portion ufhouse (inc|.roof, walls and foundations) 0oremain. ~ Rebuild of front portion of house and attached garage following same footprint and existing setbacks. Rebuild includes foundation and wood framing work. Structural calculations and drawings are included for review. All revisions and updates have been clouded, |ninstances where the entire sheet was updated, the sheet number was clouded. Please let me know if you have any questions upon review. Sinqerely, Alan EH Principal, MCA — L)IJ .0*1(* ( ��� 14 ���� ��� ~-- paoe1m1 Mon Mobile Office Architects, 4925 S. Shore Dr Anacortes, WA 98221 (206) 999-2659 www_mo fei ch com TO: City of Tukwila: Dept. of Community Development Attn: Allen Johannessen 6300 Southcenter Blvd, Suite #100 Tukwila, WA 98188 DATE: 09/09/2019 RE: Correction Letter #1, Tran Residence, Tukwila DCD Permit Application #D19-0161 Dear Allen, Submitted you will find revised drawings for the Tran Residence. Please note that the drawings and layout greatly differ from the originally submitted drawings. This is because the owners previously hired architect, Banberg Design (whom provided the originally submitted drawings) disappeared after they received Plan Correction Letter #1. Banberg Design would not answer any correspondence, so the owners hired Mobile Office Architects (MOA) to facilitate the plan corrections. MOA brought on Harriott Valentine Engineers to provide structural drawings and to be the engineer of record. Below you will find MOA responses to the various comments from the City of Tukwila's Correction Letter #1. In addition, please find attached Memorandum from Harriott Valentine Engineers addressing the structural items. Sin erely, Alan E. H Principal, MOA Sheet A1.00 A1.02, A1.03, A5.01, A5.02, A5.03 CORRECTION LTRO RECEIVED CITY OF TUKWILA SEP 1 1 2019 PERMIT CENTER Comment / Response 1. Provide a site plan and show dimensions from the buildings to property lines including dimensions from the proposed porch cover. Provide a north arrow on the site plan See drawing "SITE PLAN 1/A1.00" 2. Provide specific details for the porch cover including attaching and flashing to the building and all other framing elements related to the porch cover installation. See drawings: - "PROPOSED ROOF PLAN 1/A1.02" - "ROOF FLASHING DIAGRAM AT PORCH ROOF 2/A1.02" - SHEETS A1.03, A5.01, A5.02 - "DECK/PORCH LEDGER DETAIL 3/A5.03" - "PORCH ROOF LEDGER DETAIL 5/A5.03" 3. Label elevations on elevations sheet as north, east, souti and west. A2.00 See sheet A2.00 4. Provide an as -built plan before the new proposed interior alterations. A1.00 See drawing "EXISTING/DEMO PLAN 2/A1.00" 5. Specify insulation where exterior walls are repaired. Minimum insulation for existing 2x4 walls shall be R-15. A1.01 See drawing "PROPOSED FLOOR PLAN 1/A1.01" and "WALL TYPES" Page 1 of 1 iq- 011.1 s'\ Aarriott Valentine Engineersn-6). MEMORANDUM TO: Alan E. Ho Mobile Office Architects Seattle, WA FROM: Lexee Navarre DATE: 9/9/19 PAGES: (2) incl. cover RE: Tran Residence, Tukwila DCD Permit Application Number D19-0161 Alan: This memo summarizes my responses to the various structural items shown on the City of Tukwila Corrections Notice dated May 22, 2019. Sheet Comment and Response S2.0 6) Where new concrete foundation ties to the existing foundation, show method with specifications for anchoring to the existing foundation with epoxy anchors. Anchoring to the existing walls shall be inspected prior to installing epoxy* verification ofho/es and depth. See revised foundation plan (S2.0), note 1 for method of anchoring new concrete to existing foundations. S2.0 7) Foundation shows rebar on 11- centers, typically more than is required. Show where the design requires spacing as shown for 6" -walls or show spacing as indicated in IRC TABLE R404.1.2(2). Also, the two foundation details and specifications or rebar are not consistent. Please clarift. See revised foundation plan (S2.0) and details sheet (S3.0) for updated foundation and rebar design. S2.0 8) Provide .specifications for ground preparation where settlement took place and method for compaction. Engineering shall be required with engineer's specificationsior footing preparations and attaching the foundations to existing. See new structural general notes (51.0), note 9 for ground preparations. The new concrete foundations will be poured on native soil. I trust this summarizes the issues adequately. Sincerely, Lexee Navarre, EIT 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 tel 206 624 4760 fax 447 6971 9/9/2019 Page 1 of 1 City of Tukwila Department of Community Development May 22, 2019 KHANH NGUYEN 8333 38 AVE S SEATTLE, WA 98118 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0161 TRAN RESIDENCE - 12058 42 AVE S Dear KHANH NGUYEN, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL INFORMATION NOTE) PLAN SUBMI 1 1 ALS: (Min. size 11 x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Provide a site plan and show dimensions from the buildings to property lines including dimensions from the proposed porch cover. Provide a north arrow on the site plan 2. Provide specific details for the porch cover including attaching and flashing to the building and all other framing elements related to the porch cover installation. 3. Label elevations on elevations sheet as north, east, south and west. 4. Provide an as -built plan before the new proposed interior alterations. 5. Specify insulation where exterior walls are repaired. Minimum insulation for existing 2x4 walls shall be R-I5. 6. Where new concrete foundation ties to the existing foundation, show method with specifications for anchoring to the existing foundation with epoxy anchors. Anchoring to the existing walls shall be inspected prior to installing epoxy for verification of holes and depth. 7. Foundation shows rebar on 11" centers, typically more than is required. Show where the design requires spacing as shown for 6" walls or show spacing as indicated in IRC TABLE R404.1.2(2). Also, the two foundation details and specifications for rebar are not consistent. Please clarify. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 8. Provide specifications for ground preparation where settlement took place and method for compaction. Engineering shall be required with engineer's specifications for footing preparations and attaching the foundations to existing. Note: Contingent on response to these corrections, further plan review may request for additional 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, ---3?,,o4 Bill Rambo Permit Technician File No. D19-0161 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PFIRMLT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0161 DATE: 05/01/2020 PROJECT NAME: TRAN RESIDENCE SITE ADDRESS: 12058 42 AVE S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 X Revision # 1 after Permit Issued DEPARTMENTS: %LS CO YV 13N4A Building Division Public Works Fire Prevention Structural n n Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 05/05/2020 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required r n DUE DATE: 06/30/2020 Approved with Conditions Fire Fees Apply r7 Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 4112/ 01) Departments issued corrections: B dg Fire El Ping 0 PW 0 Staff Initials: 12/18/2013 LT COO COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0161 DATE: 02/18/2020 PROJECT NAME: TRAN RESIDENCE SITE ADDRESS: 12058 42ND AVE S Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: VA c400 Building Division ttogublic Works Aivt ON VII" Fire Prevention Planning Division Structural Permit Coordinator 5 PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 02/18/20 Structural Review Required DATE: n APPROVALS ORCORRECTIONS: Approved ri Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 03/31/20 Approved with Conditions Fire Fees Apply Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: "*1 72024 Departments issued corrections: Bldg 2 Fire D Ping PW Staff Initials: 12/18/2013 '!: 'PORI) COY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0161 DATE: 09/11/2019 PROJECT NAME: TRAN RESIDENCE SITE ADDRESS: 12058 42 AVE S Original Plan Submittal Revision # before Permit Issued Revision # after Permit Issued X Response to Correction Letter # DEPARTMENTS: 3r6twc- cfrini?"Ici Building Division Ex Public Works Fire Prevention Structural n Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 09/12/19 Structural Review Required DATE: LI APPROVALS OR CORRECTIONS: Approved Corrections Required n DUE DATE: 0/10/2019 Approved with Conditions Al Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: Refi Ms Ai_ (c) 00 REVIEWER'S T A S: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping El PW 0 Staff Initials: 12/18/2013 '• PiT C ORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0161 PROJECT NAME: TRAN RESIDENCE SITE ADDRESS: 12058 42 AVE S X Original Plan Submittal Response to Correction Letter # Revision # after Permit Issued DATE: 05/16/19 Revision # before Permit Issued DEPARTMENTS: COVert- S Building Division Pub c Wor'ks AAA ^)//4— s— tAct-f A-f Fire Prevention 111 Planning Division PP Structural Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 05/21/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Iss s DUE DATE: 06/18/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire E] Ping E PW fl Staff Initials: 12/18/2013 / Nr.— Entered in TRAKiT on / 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: 09/1 4/2020 Plan Check/Permit Number: D19-0 6 El Response to Incomplete Letter # Response to Correction Letter # 2 Revision # 1 after Permit is Issued rj Revision requested by a City Building Inspector or Plans Examiner LI Defened Submittal # Project Name: Tran Residence Project Address: 12058 42 Ave S Contact Person: Khanh Nguyen Summary of Revision: See attached letter from Mobile Office Architects Phone Number: (206) 835-4500 RECEIVED CITY OF TUKWILA SEP 2 42020 PERMIT CENTER Sheet Number(s): NA "Cloud" or highlight all areas of revision including d revisi Received at the City of Tukwila Permit Center by: )1124 CAUsers\alane\DesktoplRevision Submittal Form.doc 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 he submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 03/18/2020 Plan Check/Permit Number: D19-0161 EI Response to Incomplete Letter # Response to Correction Letter # 1 • Revision # 1 after Pei mit is Issued ✓ Revision requested by a City Building Inspector or Plans Examiner • Deferred Submittal # Project Name: Tran Residence Project Address: 12058 42 Ave S Contact Person: Khanh Nguyen Phone Number: (206) 835-4500 RECEIVED CffY OF TUKWILA MAY 01 202o PERMIT CENTER Summary of Revision: See attached letter from Mobile Office Architects TO.00, A1.00, A1.01, A1.02, A2.00, A5.00, A5.01, Sheet Number(s): A5.03, A5.04, S1.0, S2.0, S3.0, S3.1, S4.0 "Cloud" or highlight all areas ° revision including date of revisio Received at the City of Tukwila Permit Center by: Entered in TRAKiT on C:\Users\bill-r\Desklop\Revision Submittal Form.doc Revised: August 2015 r� : City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite # 1 00 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must he submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 02/10/2020 Plan Check/Permit Number: D 19-0161 0 Response to Incomplete Letter # ❑ Response to Correction Letter # IN Revision # 01 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Tran Residence Project Address: 12058 42 Ave S RECEIVED CITY OF TUKWILA FEB 14 2020 PERMIT CENTER Contact Person: Khanh Nguyen Phone Number: (206) 835-4500 Summary of Revision: See attached letter from Mobile Office Architects TO.00, A1.00, A1.01, A1.02, A2.00, A5.00, A5.01, Sheet Number(s): A5.03, A5.04, S1.0, S2.0, S3.0, S3.1, S4.0 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on C:ttJscrslbill-rtnesktoplRevision Submittal Form.doc Revised: August 2015 f '1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 09/09/2019 Plan Check/Permit Number: D 19-0161 O Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Tran Residence Project Address: 12058 42 Ave S Contact Person: Khanh Nguyen RECEIVED CITY OF TUKWILA SEP 1 1 2019 PERMIT CENTER Phone Number: (253) 835-4500 Summary of Revision: See attached letters from Mobile Office Architects and Harriott Valentine Engineers Sheet Number(s): See attached letters from Mobile Office Architects and Harriott Valentine Engineers "Cloud" or highlight all areas of revision including date o revision �p 4a/Kis.el ,. /S e3, Received at the City of Tukwila Permit Center by: Entered in TRAKiT on //-/9 C /secs\bill-r\Desktop\Revision Submittal Form.doc Revised: August 2015 CITY OF TUKWILA Department of Community Development 630o Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplan@ ci.tukwila.wa.us Permit Center/Building Division 206 431-3670 Public Works Department 206 433-0179 Planning Division 206 431-367o AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) COUNTY OF KING ) (72%0 G // aX� ss. [please print name] , states as follows: PERMIT NO: )1 I - ©6 1, Nkl9 - f9D77 ?G1c1 - 0038 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 1.8.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. Owner/Owner's Agent* Signed and sworn to before me this f day of Jyl , 20/ f. NOTARY PUBLIC in and for the State of Washington Residing at , County Name as commissioned- G(vI 2 ltf%(' I -c My commission expires: D5 (aqua a_ 18.27.040 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; io. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes thAnue manufactured or sold by the mobile/manufactured hopi6 dealer or manufacturer; ‘‘ ; • 7, 18. An entity who holdS; a valid electrical contractor's license under chapter 19.48 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electricaltrainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, direCtly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household,utiliziation equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. • Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. OWNER INTERIOR RENOVATIONS W/ MINOR EXTERIOR WORK OF AN EXISTING SINGLE-FAMILY RESIDENCE 12058 42ND AVE S TUKWILA, WA 98168 2)2 DRAWING INDEX • ORIGINAL ISSUE • REVISION ISSUE X REMOVED FROM SET DUONG MINH TRINH + TRAN PHO 12058 42ND AVE S TUKWILA, WA 98168 OWNER'S REP/CONTACT PERSON • KHANH NGUYEN 8333 38 AVE S SEATTLE, WA 98118 (2531 835-4500 khanh@KW.com ARCHITECT MOBILE OFFICE ARCHITECT, PC (MOA) ALAN E. HO, PRINCIPAL 4925 S. SHORE DR ANACORTES, WA 98221 (206) 999-2659 aho@mo-arch.com www.mo-arch.com STRUCTURAL ENGINEER HARRIOTT VALENTINE ENGINEERS, INC TODD VALENTINE, P.E. PRINCIPAL 1932 FIRST AVE, SUITE 720 SEATTLE, WA 98101 (206) 624-4760 tvalentine@harriottvalentine.com www.harriottvalentine.com SHEET NUMBER SHEET NAME • • • • • • • • • • • • • TO.00 TITLE SHEET ARCHITECTURAL: A1.00 SITE PLAN AND EXSITING / DEMO PLAN A1.01 PROPOSED FLOOR PLAN AND WALL TYPES A1.02 PROPOSED ROOF PLAN A1.03 PORCH, DECK, AND GARAGE ROOF FRAMING PLANS A2.00 EXTERIOR ELEVATIONS A5.00 DOOR / WINDOW SCHEDULES AND TYP DETAILS A5.01 TYP DETAILS A5.02 TYP DECK/PORCH TABLES AND REQUIREMENTS A5.03 DECK, PORCH, AND GARAGE ROOF DETAILS STRUCTURAL: S1.0 GENERAL STRUCTURAL NOTES S2.0 FOUNDATION PLAN S3.0 STRUCTURAL DETAILS PROJECT DATA OWNER: PROJECT ADDRESS: ZONE: CONSTRUCTION TYPE: PARCEL #: PLAT BLOCK / BUILDING NUMBER: PLAT LOT / UNIT NUMBER: LOT AREA: DUONG MINH TRINH + TRAN PHO 12058 4SND AVE S TUKWILA, WA 98168 R TYPE V-8 (IBC) 33470-0340 2 62 8,736 SOFT 10.20 ACRES PROJECT FLOOR AREA EXISTING SINGLE FAMILY RESIDENCE EXISTING (1) CAR ATTACHED GARAGE PROPOSED DECK PROPOSED OPEN PORCH 970 SQFT 180 SQFT 64 SQFT 48 SQFT REVIE D FOR CODE COMPLJANCE APPROVED )LP 1 ?,019 City of Tukwila BUILDING DIVISION ©COPYRIGHT MOBILE OFFICE ARCHITECTS PC (MOA), 2019 All ideas, designs, and plans indicated or represented by these drawings are owned by and property of MOA and were created and developed as instruments of service in connection with the specified project. None of such ideas, designs. or plans shall be used for any purpose without the written permission of MOA. PROJECT DESCRIPTION TRAN RESIDENCE 12058 42ND AVE S TUKWILA, WA 98168 PARCEL # 334740-0340 INTERIOR RENOVATIONS W/ MINOR EXTERIOR WORK OF AN EXISTING SINGLE-FAMILY RESIDENCE. CONSTRUCTION INCLUDES: DEMOLITION OF INTERIOR WALLS, FOUNDATION REPAIR, NEW INTERIOR WALL CONSTRUCTION AND EXTERIOR WALL INFILL, NEW PLUMBING FIXTURES, NEW FINISHES, NEW MILLWORK, NEW LIGHTING, NEW EXTERIOR DECK. NEW PORCH, AND NEW DOORS AND WINDOWS. SE.C'ARATE PERMIT REQUIRED FOR: , ))71 Mechanical PIe,luzlbirc Gat F; png City of "f ukv✓ia ING C)IV1Sk) SEP 1 1 2019 D \ tir) No. DATE DESCRIPTION 01 09/09/19 PERMIT CORRECTIONS TO.00 TITLE SHEET PLAN LEGEND EXISTING WALL TO BE REMOVED EXISTING WALL TO REMAIN NEW WOOD STUD WALL II EXISTING DOOR TO BE REMOVED it r'r EXISTING WNDOW TO BE III REMOVED 1 SYMBOL LEGEND 40 WALL TAG 000 DOOR TAG X00 WINDOW TAG 00 EXTERIOR ELEVATION AO.00 00 A0.00 ROOM REFERENCE SECTION REFERENCE NAME ROOM NAME / ROOM 000 NUMBER REMOVE EXISTING / GARAGE DOOR REMOVE EXISTING MASONRY FIREPLACE AND CHIMNEY REMOVE EXISTING CLOSET DOOR EV RI EF/FR �- REMOVE EXISTING MILLWORK, EQUIP, AND FIXTURES, TYP III ill REMOVE EXISTING III HI CONCRETE STEPS AND HANDRAIL EXISTING / DEMO PLAN SCALE: 1/4" = 1'-0" Tl REMOVE EXISTING WOOD DECK AND STAIRS SITE PLAN NOTES LOT AREA: 8,736 SQFT, 0.2 AC IMPERVIOUS SURFACE EXISTING: 625 SOFT PROPOSED: NO CHANGES NO PROPOSED GRADING EXISTING BUILDING AREA EXISTING: 1,150 SOFT (GROSS, INCL. 180 SQFT ATTACHED GARAGE) PROPOSED: NO CHANGES NO PROPOSED LANDSCAPING EXISTING NEIGHBORING ACCESSORY STRUCTURE PROPERTY LINE EXISTING SIDE YARD SETBACK, NO CHANGES EXISTING NEIGHBORING ACCESSORY STRUCTURE EXIST NG DRIVE AND PARKING AREA (NO NEW WORK) EXISTING CONCRETE WALKWAY (NC NEW WORK) CISITE PLAN SCALE: 1/16" = 1'-0" EXISTING REAR YARD SETBACK, NO CHANGES EXISTING YARD (NO NEW LANDSCAPING) PROPOSED INTERIOR RENOVATIONS WI MINOR EXTERIOR WORK OF EXISTING SINGLE-FAMILY RESIDENCE EXISTING YARD (NG NEW LANDSCAPING)` 40,,e,112" ro EXISTING SIDE YARD SETBACK, NO CHANGES —SIDE SETBACK FROM Ir PROPOSED PORCH EXISTING FRONT YARD SETBACK, NO CHANGES FRONT SETBACK FROM PROPOSED P_QRG-I REVIEWED FOR ODE COMPLIANCE APPROVED 2 iM 9 City of Tukwii n-)ING DIVISION SEP 1 i 2919 OWNER DUONG MINH TRINH + TRAN PHO 12058 42ND AVE S TUKWILA, WA 98168 OWNER'S REP/CONTACT PERSON KHANH NGUYEN 8333 38 AVE S SEATTLE, WA 98118 (253) 835-4500 khanh@KW.com ARCHITECT MOBILE OFFICE ARCHITECT, PC (MOA) ALAN E. HO, PRINCIPAL 4925 S. SHORE DR ANACORTES, WA 98221 (206) 999-2659 aho@mo-arch.com www.mo-arch.com STRUCTURAL ENGINEER HARRIOTT VALENTINE ENGINEERS, INC TODD VALENTINE, P.E. PRINCIPAL 1932 FIRST AVE, SUITE 720 SEATTLE, WA 98101 (206) 624-4760 tvalentine@harriottvalentine.com www.harriottvalentine.com ©COPYRIGHT MOBILE OFFICE ARCHITECTS PC (MOA), 2019 All ideas. designs, and plans indicated or represented by these drawings are owned by and property of MOA and were created and developed as instruments of service in connection with the specified project. None of such ideas, designs, or plans shall be used for any purpose without the written permission of MOA. TRAN RESIDENCE 12058 42ND AVE S TUKWILA, WA 98168 PARCEL # 334740-0340 No. i DATE DESCRIPTION 01 09/09/19 PERMIT CORRECTIONS Al .00 SITE PLAN AND EXISTING/DEMO PLAN - ,--1122222 \ 1222292N2/29921112229-\22 WALL TYPES MARK SECTION DESCRIPTION EXTERIOR ' INTERIOR F.P. RATING SOURCE EXTERIOR 2X4 INFILL STUD WALL AT EXSITING WALLS EXTERIOR - WOOD SIDING TO MATCH EXISTING - APPROVED BUILDING WRAP (SEE GENERAL NOTES) - SHEATHING BOARDS TO MATCH EXISTING - 2X4 STUD FRAMING @ 16" O.C. FILLED W/ R-15 BATT INSULATION INFILL - VAPOR RETARDANT BARRIER (CERTAINTEED MEMBRANE) - GWB TO MATCH EXISTING (USE GREENBOARD WET AREAS, CEMENT BOARD FOR TILE/STONE AREAS AND TYPE-X AS REQ'D) - PAINT FINISH INTERIOR INTERIOR 11201 '1_11222 INTERIOR NEW INTERIOR 2X4 STUD WALL INTERIOR - PAINT FINISH - 1/2" GWB (USE GREENBOARD WET AREAS, CEMENT BOARD FOR TILE/STONE AREAS AND TYPE-X AS REQ'D) - 2X4 STUD FRAMING @ 16" O.C. FILLED W/ SOUND ATTENUATION BATT INSULATION - 1/2" GWB (USE GREENBOARD WET AREAS, CEMENT BOARD FOR TILE/STONE AREAS AND TYPE-X AS REQ'D) - PAINT FINISH GENERAL NOTES - WALL TYPES 1. FASTEN ALL TYPE-X DRYWALL W/ 1" TYPE-S DRYWALL SCREWS 8" O.C. AT VERTICAL JOINTS AND 12" O.C. AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS. STAGGER JOINTS 24" ON OPPOSITE SIDES. 2. WALL "FINISH" NEED NOT BE APPLIED WHERE PERMANENT CASEWORK IS COVERING THE APPLICABLE WALL AREA. TYPICAL GWB MAY BE USED IN THESE AREAS W/ ALL JOINTS TAPED AND SANDED SMOOTH (UNO). 3. ABOVE GRADE BUILDING WRAP TO BE: GRACE VYCOR enV-S WEATHER RESISTIVE BARRIER OR APPROVED EQ, 4, BELOW GRADE FOUNDATION WALL WATERPROOFING TO BE: DAMP PROOFING PER GC. N N F ( PLAN LEGEND F EXISTING WALL TO BE REMOVED EXISTING WALL TO REMAIN NEW WOOD STUD WALL EXISTING DOOR TO BE REMOVED EXISTING WINDOW TO BE REMOVED SYMBOL LEGEND 000 WALL TAG DOOR TAG WINDOW TAG EXTERIOR ELEVATION REFERENCE SECTION REFERENCE ROOM NAME ROOM NAME / ROOM 000 NUMBER cy (Ni GARAGE 110 110 11 1 II / \ II / \ 2 / 1— -9 5'-8" 4-- 4'-4" 1I-0" BEDROOM 2 BEDROOM 1 104 11'-0" 8'-4 1/2" 5'-0" 14'-0" C UP U®P 2.29ey-,,222 M. CLOSET M. BEDROOM HALLWAY 5'-7 1/4" LIVING 101 F- PORCH 24'-0" 111 UP (VIF) REF'FR NEW 2-2X10 DF HEADER ABOVE PROPOSED FLOOR PLAN SCALE: 1/4" = 1'-0" KITCHEN 102 EXISTING FURNACE TO REMAIN NEW WATER HEATER 4'-0" 6'-5 1/4" IN E et° 1 N EXISTING CONCRETE PAD LANDING NEW DECK, STAIR AND RAILING - ALL FRAMING TO BE PRESSURE TREATED WOOD - DECKING TO BE 5/4 X 6" PRESSURE TREATED WOOD - FINISH DECK HEIGHT 30" ABOVE GRADE - GUARDRAIL TO BE AT 36" ABOVE FINISH DECK HEIGHT _ . 'jet(\---•• 9 92 1 L- k Lk NEW PORCH WI ROOF, STAIR AND RAILING - ALL FRAMING TO BE PRESSURE TREATED WOOD - DECKING TO BE 5/4 X 6" PRESSURE TREATED WOOD - FINISH PORCH HEIGHT -10" ABOVE GRADE, VIF. MATCH EXISTING DOOR THRESHOLD HEIGHT - GUARDRAIL TO BE AT 36" ABOVE FINISH PORCH HEIGHT - PITCH ROOF TO MATCH EXISTING ROOF - LAMINATED ARCHITECTURAL ROOFING SHINGLES ‘t, REVEWED FOR CODE CO'IPLIANCE APPROVED SEP Zit) City of TukkMla LBUO_DNG DIVISION 7.2) SEP I I 2019 i3:-D;r:L.,171'. °LINTER OWNER DUONG MINH TRINH + TRAN PHO 12058 42ND AVE S TUKWILA, WA 98168 OWNER'S REP/CONTACT PERSON KHANH NGUYEN 8333 38 AVE S SEATTLE, WA 98118 (253) 835-4500 khantfigICVV.com ARCHITECT MOBILE OFFICE ARCHITECT, PC (MOA) ALAN E. HO. PRINCIPAL 4925 S. SHORE DR ANACORTES, WA 98221 (206) 999-2659 aho@mo-arch.com www.mo-arch.00m STRUCTURAL ENGINEER MARRIOTT VALENTINE ENGINEERS, INC TODD VALENTINE, P.E. PRINCIPAL 1932 FIRST AVE, SUITE 720 SEATTLE, WA 98101 (206) 624-4760 tvalentine@harriottvalentine.com www.harsiottvalentine.com ©COPYRIGHT MOBILE OFFICE ARCHITECTS PC (MOA). 2019 All ideas, designs, and plans indicated or represented by these drawings are owned by and property of MOA and were created and developed as instruments of service in connection with the specified project. None of such ideas, designs, or plans shall be used for any purpose without the written permission of MOA. ,.I TRAN RESIDENCE 12058 42ND AVE S TUKWILA, WA 98168 PARCEL # 334740-0340 No. _ _ 01 109/09/19 ------ , DATE DESCRIPTION - - j.---- — PERMITCORRECTIONS _,, - ____ ----i--------------- 1 -------_ ----- --' , i t A1.01 FLOOR PLAN AND WALL TYPES _27 -21222222222-27-2122 ( N Valley center -_ Root -- sheathing No fastener within 6" of centerline Underlaymen ,- lap membrane min. 6" Asphalt plastic -- cement Valley side with lower slope or lesser height gets shingled first 2-2272 1\2222'2 36"-wide bituminous membrane or roll rooting Extend shingles min. 12" past valley centerline - Extra nail in end shingle — 1" clipped otf corner at 45° Trim shingles back 2° from valley centerline ROOF FLASHING DIAGRAM AT PORCH ROOF SCALE: NTS 3"X4" ALUMINUM DOWNSPOUT. PITCH GUTTER TO DOWNSPOUT — 5" ALUMINUM GUTTER MODIFIED BITUMEN FLAT ROOFING SYSTEM AT EXISTING GARAGE, z/ SEE DETAILS Ow 0 _j CO 3"X4" ALUMINUM DOWNSPOUT. PITCH GUTTER TO DOWNSPOUT---\\, 5" ALUMINUM GUTTER 3"X4" ALUMINUM DOWNSPOUT. PITCH GUTTER TO DOWNSPOUT 5" ALUMINUM GUTTER RIDGE - HIGH POINT, SEE ELEVATIONS EXISTING ROOF TO REMAIN. NO WORK, UNO EXISTING 6:12 SLOPE EXISTING 6 12 SLOPE 3"X4" ALUMINUM DOWNSPOUT. PITCH GUTTER TO DOWNSPOUT 5" ALUMINUM GUTTER /— 3"X4" ALUMINUM DOWNSPOUT. PITCH GUTTER TO DOWNSPOUT 5" ALUMINUM GUTTER I:HIGH POINT/SIDE, SEE ELEVATIONS 0 cn 'CC UJ w o_ CO EXISTING ROOF TO REMAIN. NO WORK, Un RIDGE - HIGH POINT, / SEE ELEVATIONS PROVIDE ROOFING MEMBANE FLASHING AND OVERLAPPING SHINGLES AT VALLEY. TYP. SEE DIAGRAM - 5" ALUMINUM GUTTER 3"X4" ALUMINUM DOWNSPOUT. PITCH GUTTER TO DOWNSPOUT 5" ALUMINUM GUTTER 6:12 SLOPE 6:12 SLOPE. NEW PORCH ROOF: - LAMINATED ARCHITECTURAL ROOFING SHINGLES OVER CONTINUOUS BITUMINOUS WATERPROOFING MEMBRANE ON EXTERIOR GRADE PLYWOOD SHEATHING - SHINGLES TO MATCH MAIN ROOF - REMOVE EXISTING ROOF SHINGLES DOWN TO ROOF SHEATHING AT VALLEY(S) PROVIDE NEW ROOFING MEMBRANE AND FLASHING AS REDID - PROVIDE STANDARD METAL EAVE FLASHING WITH DRIP LAPS FASCIA INTO GUTTER PROPOSED ROOF PLAN SCALE: 1/4" = RIDGE - HIGH POINT, SEE ELEVATIONS 5" ALUMINUM GUTTER 3"X4" ALUMINUM DOWNSPOUT. PITCH GUTTER TO DOWNSPOUT 5" ALUMINUM GUTTER REVIEWED FOR 2ODE COMPLIANCE APPROVED 1211P 122 2219 City of Tukwila Ei3UILDING DIVISJON SEP 1 1 2019 9 221292 C' OWNER DUONG MINH TRINH + TRAN PHO 12058 42ND AVE S TUKWILA, WA 98168 OWNER'S REP/CONTACT PERSON KHANH NGUYEN 8333 38 AVE S SEATTLE, WA 98118 (253) 835-4500 khanh@KW.corn ARCHITECT MOBILE OFFICE ARCHITECT, PC (MOA) ALAN E. HO, PRINCIPAL 4925 S. SHORE DR ANACORTES, WA 98221 (206) 999.2659 aho@mo-arch.com www.mo-arch.com STRUCTURAL ENGINEER HARRIOTT VALENTINE ENGINEERS, INC TODD VALENTINE, P.E. PRINCIPAL 1932 FIRST AVE, SUITE 720 SEATTLE, WA 98101 (206) 624-4760 tvalentine@hatottvalentine.com www.harriottvalentine.com @COPYRIGHT MOBILE OFFICE ARCHITECTS PC (MOA), 2019 All ideas, designs, and plans indicated or represented by these drawings are owned by and property of MOA and were created and developed as instruments of service in connection with the specified project. None of such ideas. designs, or plans shall be used for any purpose without the written permission of MOA. TRAN RESIDENCE 12058 42ND AVE S TUKWILA, WA 98168 PARCEL # 334740-0340 1 No. I DATE DESCRIPTION1 1 01 - 1-- 21.) i 69/09/19 PERMIT CORRECTIONS )).....................)..... — - ---j-- - 1 ._........... 1 - Al .02 ROOF PLAN ) ) N. N 22-20_2-222 222 .7)\7)))71') Lt4 2X8 @ 24'' OC EXISTING ROOF AND FRAMING TO REMAIN 0 uJ EXISTING ROOF AND FRAMING TO REMAIN PT 2X SLEEPERS ON TOP OF EXISTING ROOF SHEATHING/FRAMING (ABOVE) PT 2X8 RIDGE BEAM (ABOVE) 2 w co co ›c— sr PT 4X Ls, PT 2X8 @ 24" OC, TYP (JACK RAFTERS, ABOVE) PT 2X6 @ 24" OC, TYP (JACK RAFTERS, ABOVE) PROPOSED FRAMING AT PORCH ROOF AND GARAGE 2 SCALE: 1/4" = 1'-0" EXISTING 4X8 FLOOR BEAM — EXISTING 2X8 @ 16" OC JOISTS, TYP i EXISTING FLOOR FRAMING TO REMAIN CO II; a. PT 2X8-LEDGER P1' 2X6 0O, (- PROPOSED FRAMING AT PORCH / DECK 71) SCALE: 1/4" = 11-0" EXISTING 2X8 @ 16" OC JOISTS, TYP REVIE „0 FOR CODE COMPLIANCE PPROVED A SEP (r 2019 City of llkyvila BUILDING DIVISION RECERIED SEP 1 1 2019 OWNER DUONG MINH TRINH + TRAN PHO 12058 42ND AVE S TUKVVILA, WA 98168 OWNER'S REP/CONTACT PERSON KHANH NGUYEN 8333 38 AVE S SEATTLE, WA 98118 (253) 835-4500 khanh@KW.com ARCHITECT MOBILE OFFICE ARCHITECT, PC (MOA) ALAN E. HO, PRINCIPAL 4925 S. SHORE DR ANACORTES, WA 98221 (206) 999-2659 aho@mo-arch.com www.mo-arch.com STRUCTURAL ENGINEER HARRIOTT VALENTINE ENGINEERS, INC TODD VALENTINE, P.E. PRINCIPAL 1932 FIRST AVE, SUITE 720 SEATTLE, WA 98101 (206) 624-4760 tvalentine@harriottvalentine.com wwv.harriottvalentine.com ©COPYRIGHT MOBILE OFFICE ARCHITECTS PC(MOA) 2019 All ideas, designs, and plans indicated or represented by these drawings are owned by and property of MOA and were created and developed as instruments of service in connection with the specified project. None of such ideas, designs, or plans shall be used for any purpose without the written permission of MOA. TRAN RESIDENCE 12058 42ND AVE S TUKWILA, WA 98168 PARCEL # 334740-0340 No. IDATE DESCRIPTION 01 09/09/19 PERMIT CORRECTIONS I i .__ - --------- — 1 I — 1 [ [ i ---- _ Al •03 PORCH, DECK AND GARAGE ROOF FRAMING PLANS 4. / LAMINATED ARCHITECTURAL ROOFING SHINGLES AT PORCH ROOF, MATCH MAIN ROOF 6X6 PRESSURE TREATED POST DECORATIVE POST SURROUND, FINISH TO \\> MATCH HOUSE SIDING GUARD RAIL HEIGHT ( PORCH HEIGHT (> 12 4" 6 4" H- 0* r. I 9 1 ALUM. GUTTER, TYP PORCH GUARD RAIL: - 2X4 PT TOP AND BOTTOM RAIL - 2X2 PT BALLUSTERS SPACED AT 4" MAX 4X4 PT POSTS TRIANGLE OPENING SHALL NOT ALLOW THE PASSAGE OF A 6" DIA BALL, TYP TOP OF GUARDRAIL TOP OF DECK FINISHED GRADE PORCH GUARD RAIL: - 2X4 PT TOP AND BOTTOM RAIL - 2X2 PT BALLUSTERS SPACED AT 4" MAX ALUM. GUTTER, TYP 0 SOUTH ELEVATION SCALE: 1/4" = 1'-0" MODIFIED BITUMEN FLAT ROOFING SYSTEM AT EXISTING GARAGE —ALUM. DOWNSPOUT, TYP ALUM. GUTTER, TYP PITCH 4:FT 9 L J ALUM. DOWNSPOUT, ALUM. DOWNSPOUT. TYP TYP (113- NORTH ELEVATION 41t) SCALE: 1/4" = 1'-0" 11 I I FINISHED GRADE TOP OF FOUNDATION TOP OF FOUNDATION PT WOOD STAIR 4X4 PT DECK POST(S), TYP REINFORCED CONCRETE DECK FOOTING(S), TYP. SEE STRUCTURAL 2-2X8 PT BEAM 1X6 PT FASCIA BOARD, TYP 1 ? DIA WOOD HANDRAIL ON GALVANIZED METAL STANDOFFS TOP OF GARAGE ROOF FINISHED GRADE ALUM. DOWNSPOUT, TYP EAST ELEVATION LAMINATED ARCHITECTURAL ROOFING SHINGLES ALUM. GUTTER, TYP SIDING W/ 6" EXPOSURE, TYP TOP OF FOUNDATION FINISHED GRADE SCALE: 1/4" = 1'-0" ALUM. GUTTER, TYP REVIEWED FOR .";ODE COMPLIANCE APPROVED SEP 1_7 .201g City of Tukwila _DING DIVISION TOP OF PORCH ROOF ALUM. DOWNSPOUT, TYP WEST ELEVATION SCALE: 1/4" = 1'-0" 12 6 TOP OF WALL 4" ARCHITECTURA TRIM, TYP FINISH FLOOR LINE TOP OF FOUNDATION OWNER DUONG MINH TRINH + TRAN PHO 12058 42ND AVE S TUKWILA, WA 98168 OWNER'S REP/CONTACT PERSON KHANH NGUYEN 8333 38 AVE S SEATTLE, WA 98118 (253) 835-4500 khanh@KW.com ARCHITECT MOBILE OFFICE ARCHITECT, PC (MOA) ALAN E. HO, PRINCIPAL 4925 S. SHORE DR ANACORTES, WA 98221 (206) 999-2659 aho@mo-arch.com www.mo-arch.com STRUCTURAL ENGINEER HARRIOTT VALENTINE ENGINEERS, INC TODD VALENTINE, RE, PRINCIPAL 1932 FIRST AVE, SUITE 720 SEATTLE, WA 98101 (206) 624-4760 tvalentine@harriottvalentine.com www.harriottvalentine.com ©COPYRIGHT MOBILE OFFICE ARCHITECTS PC (MOA). 2019 AU ideas, designs, and plans indicated or represented by these drawings are owned by and property of MOA and were created and developed as instruments of service in connection with the specified project. None of such ideas, designs, or plans shall be used for any purpose without the written permission of MOA. TRAN RESIDENCE 12058 42ND AVE S TUKWILA, WA 98168 PARCEL # 334740-0340 No. DATE DESCRIPTION 01 09/09/19 PERMIT CORRECTIONS 1 .---- i A2 .00 EXTERIOR ELEVATIONS U EXISTING WALL FRAMING AND INSULATION EXISTING SIDING OVER BUILDING WRAP AND WOOD SHEATHING EXISTING FLOOR FRAMING FINISHED GRADE MIN. 12" HIGH X 12" WIDE GRAVEL DRAIN ROCK AROUND FOOTING DRAIN, SEPARATED FROM SOIL W/ NON -WOVEN FILTER FABRIC PERFORATED PERIMETER SLOPED FOOTING DRAIN CONCRETE FOUNDATION WALL AND FOOTING PER STRUCTURAL Z co, TYP FOOTING DRAIN DETAIL SCALE: 1 1/2" = 1'-0" DOOR SCHEDULE NO 1 LOCATION : DOOR TYPE DOOR DIM (R.O.) 1 DOOR MAT'L DOOR FINISH FRAME MAT'L FRAME FINISH ,HDWR' DETAILS MANUF. / MODEL REMARKS HEIGHT-1 THICK- I NESS SET HEAD/ SILL f JAMB 1ST FLOOR — — —. _. 101 LIVING / 101 EXT SWING VIF VIF 1 a" a SCW PTD WD PTD TBD VERIFY DOOR DIMENSION WITH EXISTING OPENING 103A HALLWAY / 103 INT. BI-FOLD 20 s 6' 8 1 -" HCW PTD WD PTO TBD CLOSET DOOR 103B HALLWAY t 103 ' INT. BI-FOLD 4'-0" ' 6'-8" 1 8" I HCW PTD i WD PTD TBD - - CLOSET DOOR { 104A BEDROOM 1 / 104 INT. SWING 2-8" 9 6'-8 1 -" I HCW PTD WD � PTD TBD I 104E BEDROOM 1 t 104 /// SAME AS DOO 105A BEDROOM 2 / 105 /// SAME AS DOO 104A /1/ 105E !, BEDROOM 2 / 105 /// SAME AS poop 103B /// 106 BATHROOM / 106 i /// SAME AS DOO 104A /// 107A M. BEDROOM / 107 j //1 SAME AS DOOM 104A /// 107B M. BEDROOM / 107 EXT. SWING 3'-0" 6'-8" 1 4" SCW PTD WD PTD TBD - - 108 M. BATH / 108 //1 SAME AS DOO 104A //1 109 M. CLOSET / 109 { /// SAME AS DOO 103B /// DOOR NOTES: I DOOR ABBREVIATIONS: 1 REFER TO PLANS FOR SWINGS OF DOORS 2. FIELD VERIFY ALL CONDITIONS FOR PLACEMENT, SIZE. AND DETAILS 3. UNDERCUT ALL INTERIOR DOORS FOR MINIMUM CLEARANCE ABOVE FLOOR FINISH AND ALLOW FOR AIR MOVEMENT, VIF W/ ARCHITECT 4. PROVIDE ALL WEATHER SEALS, GASKETS, AND DOOR SWEEPS ON ALL EXTERIOR DOORS. PROVIDE FIRE/SMOKE RATED SEALS IF REQ'D PER IRC. ALUM ALUMINUM PF PRE -FINISHED PH PANIC HARDWARE BF BI-FOLD PR PAIR BRCH BIRCH PTD PAINT CF CLEAR FINISH RM REMOVABLE MULLION CL CLOSET CLR.AN CLEAR ANODIZED SCW SOLID CORE WOOD CP COPPER SS SMOKE SEAL STL STEEL FA FACTORY FX FIXED T TEMPERED TR TERRACE GL GLASS VGDF VERTICAL GRAIN DOUG FIR HCW HOLLOW CORE WOOD HM HOLLOW METAL WD WOOD MANUF MANUFACTURER § SECURITY PROVISIONS APPLY WINDOW SCHEDULE NO / I LOCATION WINDOW WINDOW DIM (R.O.) SILL FRAME MAT'L EXTERIOR INTERIOR DETAILS MANUF. / MODEL REMARKS TYPE j TYPE HEIGHT ' WIDTH HEIGHT (R O ) FINISH— FINISH SILL ; JAMB D/ — — 1ST FLOOR — — A01 I LIVING / 101 1 SLIDING 5-0" 4'-0" 2`-8" VINYL WHITE BEDROOM 1 / 104 WHITE TBD VERIFY WINDOW DIMENSION WITH EXISTING OPENING _ I LIVING / 101 A02 BEDROOM 2 / 105 SLIDING 4'-0" 4'-0' 2'-8" VINYL WHITE; M. BEDROOM / 107 rj WHITE TBD VERIFY WINDOW DIMENSION WITH EXISTING OPENING WHERE APPLICABLE. 7 SOFT OPENING PROVIDED FOR BEDROOMS. A03 1 KITCHEN / 102 1 SLIDING 3'-0" 2'-6" 4'-2` VINYL WHITE WHITE - - TBD — A04 1 BATH / 106 DOUBLE -HUNG 2'-6" 3-0" 3'-$" VINYL WHITE WHITE 1 TBD VERIFY WINDOW DIMENSION WITH EXISTING OPENING A05 1 M. BATH / 108 DOUBLE -HUNG 2'-0" 3'-0" 3'-8' VINYL WHITE WHITE - I TBD WINDOW NOTES: 1. FIELD VERIFY ALL ROUGH OPENINGS PRIOR TO ORDERING 2. ALL WINDOWS SHALL BE INSULATED WITH A MINIMUM U-VALUE OF 0.30 OR AN AVERAGED TOTAL PROJECT VALUE OF U-0.30 OR LESS. REVIEWED FOR ODE COMPLIANCE APPROVED 9 City DI.fIL.DING DIVI SEP 1 1 2019 OWNER DUONG MINH TRINH + TRAN PHO 12058 42ND AVE S TUKWILA, WA 98168 OWNER'S REP/CONTACT PERSON KHANH NGUYEN 8333 38 AVE S SEATTLE, WA 98118 (253) 835-4500 khanh@KW.com ARCHITECT MOBILE OFFICE ARCHITECT, PC (MOA) ALAN E. HO, PRINCIPAL 4925 S. SHORE DR ANACORTES, WA 98221 (206) 999-2659 aho@mo-arch.com www.mo-arch.com STRUCTURAL ENGINEER HARRIOTT VALENTINE ENGINEERS, INC TODD VALENTINE, P.E. PRINCIPAL 1932 FIRST AVE, SUITE 720 SEATTLE, WA 98101 (206) 624-4760 tvaIentine@harriottvalentine.com www.harriottvalentine.com ©COPYRIGHT MOBILE OFFICE ARCHITECTS PC (MOA), 2019 All ideas, designs. and plans indicated or represented by these drawings are owned by and property of MOA and were created and developed as instruments of service in connection with the specified project. None of such ideas, designs, or plans shall be used for any purpose without the written permission of MOA. TRAN RESIDENCE 12058 42ND AVE S TUKWILA, WA 98168 PARCEL # 334740-0340 No. 1DATE 01 IDESCRIPTION 09/09/19 j PERMIT CORRECTIONS I - , A• 00 DOOR / WINDOW SCHEDULES AND TYP DETAILS FrI,M14; r.FrI3AIIII FCC & 11301F01)), cr)(4).'NuCk15 F11.1 1511, r1L.A<- Eod 0.C. P. 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( IV,E1N 1) Fr, 11,-)E--.11.1FICATO)j, A,',),1,. r:',X12CF 11)) NIP vr,,,c4LF, ','-irrir.-.).1..T.,,.!",:2(.9H './.',,')-11-1:71'11,15, e.-2.--1A1,1_ 3:7- V.1)1,1,111111);Itti. \NTH Ai I,,TtA1I-1)1)(11:2NE'l 1),A1)">I%T ON II1IA(.11)1F1.0011), Air A'1ci0).,5'..v",.,E2, 1A111)),44, 111-)Er. 10)0t- -5-01..1., rr:At)), • ' irf), E 0E1, VEID ( SEP 1 1 2[119 OWNER DUONG MINH TRINH + TRAN PHO 12058 42ND AVE S TUKWILA, WA 98168 OWNER'S REP/CONTACT PERSON KHANH NGUYEN 8333 38 AVE S SEATTLE, WA 98118 (253) 835-4500 khanh@KW.com ARCHITECT MOBILE OFFICE ARCHITECT, PC (MOA) ALAN E. HO, PRINCIPAL 4925 S. SHORE DR ANACORTES, WA 98221 (206) 999-2659 ahoamo-arch.com www,mo-arch.com STRUCTURAL ENGINEER HARRIOTT VALENTINE ENGINEERS, INC TODD VALENTINE, P,E. PRINCIPAL 1932 FIRST AVE, SUITE 720 SEATTLE, WA 98101 (206) 624-4760 tvalentine@harriottvalentine.com WWW . barrio ttv a le ntine.com ©COPYRIGHT MOBILE OFFICE ARCHITECTS PC (MOA), 2019 All ideas, designs, and plans indicated or represented by these drawings are owned by and properly of MOA and were created and developed as instruments of service in connection with the specified project. None of such ideas, designs, or plans shall be used for any purpose without the written permission of MOA. TRAN RESIDENCE 12058 42ND AVE S TUKWILA, WA 98168 PARCEL # 334740-0340 , No. !DATE 01 -109)09)19 , 'DESCRIPTION h PERMIT CORRECTIONS ..__ -- __ _ . -- -.. i......_ , , - -- 1 1 A5 . 0 1 TYP DETAILS ) t./ TABLE 507.2.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS . MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS TOP EDGE BOTTOM EDGE ENDS ROW SPACING -7-7- Ledger 2 inches' !'/, inch 2 inches' 1-1i 8 nches" Band Joist' 3/, inch 2 inches 2 inches' 15/, inches' For SI: 1 inch = 25.4 mm. a. Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with Figure R507.2.1(1). b. Maximum 5 inches. c. For engineered rim joists, the manufacturer's recommendations shall govern. d. The minimum distance from bottom row of lag screws or bolts to the top edge of the ledger hall be in accordance with Figure R507.2. ( . TABLE R507.2 DECK LEDGER CONNECTION TO BAND JOISM b (Deck live load = 40 psf, deck dead load = 10 psf, snow load s 40 psf) JOIST SPAN CONNECTION DETAILS 6' and less 6`1" to 8' 8'1" to 10' 10/1“ to 12' 12'1" to 14' 14'1" to 16' 6 " to 18' On -center spacing of fasteners /,-inch diameter lag screw with 1/,-inch maximum sheathing' 30 23 18 15 13 11 10 /,-inch diameter bolt with ,-inch maximum sheathing° 36 36 34 29 24 21 19 I/, -inch diameter bolt with 1-inch maximum sheathing' 36 36 29 24 2-1 18 16 For SI: 1 inch -= 25.4 rnm. 1 foot = 304.8 mm, 1 pound per square foot 0.0479 kPa. a. Ledgers shall he flashed in accordance with Section R703.8 to prevent water from contacting the house band joist. b. Snow load shall not he assumed to act concurrently with live load. c. The tip of the lag screw shall fully extend beyond the inside face of the band joist. d. Sheathing shall be wood structural panel or solid sawn lumber. e. Sheathing shall he permitted to be wood structural panel. gypsum hoard, fiberboard, lumber or foam sheathing. Up to V2-inch thickness of stacked washers shall he permitted to substitute for up to II: inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. TABLE R507.4 MAXIMUM JOIST SPACING MATERIAL TYPE AND NOMINAL SIZE MAXIMUM ON -CENTER JOIST SPACING Perpendicular to joist Diagonal to joist' 4-inch-thick wood 16 inches 12 inches 2-inch-thick wood 24 inches 16 inches , Plastic composite In accordance with Section R507.3 In accordance with Section R507.3 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 degree = 0.01745 rad. a. Maximum angle of 45 degrees from perpendicular for wood deck boards TABLE R507.5 DECK JOIST SPANS FOR COMMON LUMBER SPECIES' (ft. - in.) -,- SPECIES° SIZE SPACING OF DECK JOISTS WITH NO CANTILEVER° (inches) SPACING OF DECK JOISTS WITH CANTILEVERS` (inches) 12 16 24 12 16 24 2 x 6 9-11 9-0 7-7 6-8 6-8 6-8 Southern 2 x 8 13-111-10 9-8 10-1 10-1 9-8 pine 2 x 10 16-2 14-0 _5 14-6 14-0 11-5 2 x 12 18-0 16-6 13-6 18-0 6-6 13-6 2 x 6 9-6 8-8 7-2 6-3 6-3 6-3 Douglas fir-larchd. 2 x 8 12-6 11-1 9-1 9-5 T 9-5 9-1 spruce-pine-tirj 2 x 10 15-8 13-7 11-1 13-7 13-7 11-1 2 x 12 18-0 15-9 12-10 18-0 15-9 12-10 2 x 6 Redwood, 8- 0 8-0 7-0 5-7 5-7 5-7 western cedars, 2 x 8 11-8 10-7 8-8 8-6 8-6 8-6 ponderosa pine', 2 x 10 14-11 13-0 10-7 10-7 red pine' 2 x 12 17-5 15-1 12-4 i 16-5 15-1 12-4 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 min. 1 pound per square foot = 0.0479 kPa, 1 pound ----- 0.454 kg. a. No. 2 grade with wet service factor. b. Ground snow load, live load = 40 psf. dead load = 10 psf, I./A = 360. c. Ground snow load, live load = .10 psf, dead load = 10 psf, I -IA = 360 at main span, L/A = 180 at cantilever with a 220-pound point load applied to end. d. Includes incising factor. e. Northern species with no incising factor f. Cantilevered spans not exceeding the nominal depth of thc joist are permitted. . TABLE R507.6 DECK BEAM SPAN LENGTHS' b (ft. - in.) SPECIES` SIZEd DECK JOIST SPAN LESS THAN OR EQUAL TO: (feet) 6 8 10 12 14 16 18 ._ — 2 x 6 6-11 5-11 5-4 4-10 4-6 4-3 4-0 1 - 2 x 8 8-9 7-7 6-9 6-2 5-9 5-4 5-0 1 -1 x 10 10-4 9-0 8-0 7-4 6-9 6-4 6-0 Southern 2 - 2 x 12 12-2 10-7 9-5 8-7 8-0 7-6 7-0 pine 3 -- 1 x 6 8-2 7-5 6-8 6-1 5-8 5-3 5-0 ._. 3 - 2 x 8 10-10 9-6 8-6 7-9 7-2 6-8 6-4 3-2 x 10 13-0 11-3 10-0 9-2 8-6 7-11 7-6 i 3-2 x 12 15-3 13-3 11-10 10-9 10-0 9-4 S-10 3 x 6 or 2 - 2 x 6 5-5 4-8 4-2 3-10 3-6 3-1 2_9 3 x 8 or 2 -- 2 x 8 6-10 5-11 5-4 4-10 4-6 4-1 3-8 3 x 10 or 2 - 2 x 10 8-4 7-3 , 6-6 ._ 5-115-6 5-1 4-8 Douglas fir -larch. 3 x 1/ or 1 - / x 121 9-8 8-5 7-6 6-10 6-4 5-11 5-7 hem -fie, 4 x 6 6-5 5-6 4-11 4-6 4-2 3-11 3-8 spruce -pine -fir', 4 x 8 8-5 7-3 6-6 5-11 5-6 5-2 4-10 redwood, Western cedars, 4 x 10 9-11 8-7 7-8 7-0 1 6-6 6-1 5-8 ponderosa pine', 4 x 12 11-5 9-11 8-10 8-1 7-6 7-0 6-7 red pine' ' - 2 x 6 7-4 6-8 6-0 5-6 5-1 4-9 4-6 3-2 x 8 9-8 8-6 7-7 6-11 6-5 6-0 5-8 x 10 12-0 10-5 9-4 8-6 7-10 7-4 6-11 3-2 x 12 13-11 12-1 10-9 9-10 9-1 8-6 8-1 For SI: 1 inch = 25.4 min, I foot = 304.8 trim. 1 pound per square foot = . 479 kPa, ] pound — 0.454 kg a. Ground snow load, live load = 40 psf, dead load = 10 psf,L./A = 360 at main span. L/A ------= 180 at cantilever with a 220-pound point load applied at the end. h. Beams supporting. deck joists from onc side only, .. No. 2 grade, wet service factor. d. Beam depth shall be greater than or equal to depth of joists with a tlush beam condition. e. Includes incising factor. f. Northern species. Incising factor not included. TABLE R507.8 DECK POST HEIGHT" DECK POST SIZE 4 X 4 4 X 6 MAXIMUM HEIGHT' 8' 8' 6 x 6 14' For SI: 1 foot 304.8 mm. a. Measured to the underside of the bearn. \7' 5" MAX 2" MIN LEDGER STAGGER FASTENERS IN 2 ROWS 5.5" MIN. FOR 2 X 8* 6.5" MIN. FOR 2 X 10 7.5" MIN. FOR 2 X 12 LAG SCREW OR BOLT 3/4" MIN. FIGURE R507.2.1(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS *DISTANCE SHALL BE PERMITTED TO BE REDUCED TO 4.5" IF LAG SCREWS ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH 2 X 8 LEDGERS TO 2 X 8 BAND JOISTS, EXTERIOR SHEATHING EXISTING STUD WALL EXISTING 2x BAND JOIST OR ENGINEERED RIM BOARD FLOOR FRAMING — EXISTING 2" MIN. 1-5/8' MIN. 5" MAX 2" MIN. I, FOUNDATION WALL :12 JOIST HANGER DECK JOIST LAG SCREWS OR BOLTS FIGURE R507.2.1(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS REVIE .D FOR DE COMPLIANC APPROVED SEP 1:7 2019 :ity of Tukwila ILDING DIVISIO SEP 1 2019 OWNER DUONG MINH TRINH + TRAN PHO 12058 42ND AVE S TUKWILA, WA 98168 OWNER'S REP/CONTACT PERSON KHANH NGUYEN 8333 38 AVE S SEATTLE, WA 98118 (253) 835-4500 khanh@KW.corn ARCHITECT MOBILE OFFICE ARCHITECT, PC (MOA) ALAN E. HO, PRINCIPAL 4925 S. SHORE DR ANACORTES, WA 98221 (206) 999-2659 aho@mo-arch.com www.mo-arch.com STRUCTURAL ENGINEER HARRIOTT VALENTINE ENGINEERS, INC TODD VALENTINE, P.E. PRINCIPAL 1932 FIRST AVE, SUITE 720 SEATTLE, WA 98101 (206) 624-4760 tvalentine@harriottvalentine.com www.harriottvalentine.com ©COPYRIGHT MOBILE OFFICE ARCHITECTS PC (MOA), 2019 All ideas, designs, and plans indicated or represented by these drawings are owned by and property of MOA and were created and developed as instruments of service in connection with the specified project. None of such ideas, designs. or plans shall be used for any purpose without the written permission of MOA. TRAN RESIDENCE 12058 42ND AVE S TUKWILA, WA 98168 PARCEL # 334740-0340 No. DATE DESCRIPTION ----t 01 09/09/19 PERMIT CORRECTIONS T--- ---- I I I 1- A5 a 0 2 TYP DECK/PORCH TABLES AND REQUIREMENTS N T I MOUNTED TO GUARD DEACK STAIR HANDRAIL DETAIL SCALE: NTS rim joist or outside joist sloped joist hanger, minimum vertical capacity of 625 Ibs; see JOIST HANGERS for more requirements ATTACHMENT WITH HANGERS / DECK STAIR STRINGER HANGER DETAIL \ 7 / SCALE: NTS GENERAL NOTES: - ALL WOOD AT DECK AND PORCH TO BE PRESSURE TREATED (PT) WOOD - ALL EXTERIOR FASTENERS AND HARDWARE TO BE GALVANIZED INTERIOR EXISTING FLOOR FRAMING--,.._: EXISTING FOUNDATION WALL EXISTING WALL FRAMING AND INSULATION EXISTING SIDING OVER BUILDING WRAP AND EXTERIOR WOOD SHEATHING CONTINUOUS METAL KERF-IN FLASHING OVER LEDGER, BUILDING WRAP LAPS OVER FLASHING PT DECKING PT JOIST ON GALVANIZED JOIST HANGER PT LEDGER BOLTED TO EXISTING FRAMING, PROVIDE BLOCKING AS REQ'D DECK/PORCH LEDGER DETAIL SCALE: 1 1/2" = 1'-0" 1" TYP 1'-0" TYP PT TREADS AND RISERS EXISTING CONCRETE LANDING 4 PT 2X12 NOTCHED CARRIAGE STRINGER. ATTACH TO CONCRETE LANDING WITH GALVANIZED STEEL ANGLE LAGGED TO CONCRETE AND TO STAIR CARRIAGE DECK STAIR LANDING DETAIL SCALE: 1 1/2" = 1'-0" mechanical fastener or hurricane clip \ JOIST TO BEAM PT BEAM GALVANIZED STRONG TIE P CAP, AC4 OR PT POST IMPSON ST C4 POST TO BEAM TYP BEAM ATTACHEMENT DETAILS SCALE: NTS PT DECKING PT JOIST ATTACHED TO PT BEAM W/ �. GALVANIZED HURRICANE CLIPS PT GUARDRAIL POST PT 2X4 TOP RAIL —. PT 2X2 BALLUSTER PT 2X4 BOTTOM RAIL PT FASCIA BOARD OVER PT RIM JOIST —PT BLOCKING BETWEEN PT JOISTS. PT GUARDRAIL POST BOLTED TO BLOCKING PT BEAM CONNECTED TO POST BY GALVANIZED POST CAP —PT POST DECK BEAM/JOIST/GUARD RAIL DETAIL SCALE: 1 1/2" = 1'-0" EXISTING WALL FRAMING AND INSULATION EXISTING SIDING OVER BUILDING WRAP AND WOOD SHEATHING CONTINUOUS METAL KERF-IN FLASHING OVER LEDGER, BUILDING WRAP LAPS OVER FLASHING PT 2X8 LEDGER BOLTED TO EXISTING FRAMING W/ 8' MIN LAG SCREWS, PROVIDE BLOCKING AS REQ'D PT 4X8 BEAM AT PORCH ROOF, ON SIMPSON STRONG -TIE GALVANIZED HEAVY DUTY HANGER HUC48Z ATTACHED TO LEDGER PT 2X6 JACK RAFTER AT PORCH ROOF CONTINUOUS METAL FLASHING OVER EXISTING SIDING, BUILDING WRAP LAPS OVER FLASHING EXTERIOR INTERIOR PORCH ROOF LEDGER DETAIL 5 / SCALE: 1 1/2" = 1'-0" EXISTING SIDING, WATERPROOFING, SHEATHING AND WALL FRAMING NEW METAL FLASHING, LAP OVER ROOFING MATERIAL NEW CONTINUOUS PT WOOD CANT STRIP NEW MODIFIED BITUMEN FLAT ROOFING SYSTEM ON NEW 8" EXTERIOR GRADE ROOF SHEATHING NEW PT WOOD CURB W/ CANT NEW METAL FLASHING, CONTINUOUS OVER CURB AND W/ DRIP EDGE NEW RIM JOIST NEW DOUBLE TOP PLATE ON EXISTING FRAMING EXISTING SIDING OVER WATERPROOFING, AND SHEATHING EXTERIOR EXISTING WALL FRAMING NEW ROOF JOIST ON DOUBLE TOP PLATE AND ATTACHED TO LEDGER W/ GALVANIZED JOIST HANGER NEW LEDGER BOLTED TO EXISTING FRAMING WI $" MIN LAG SCREWS, PROVIDE BLOCKING AS REQ'D GARAGE ROOF DETAIL INTERIOR REVIEWED FO CODE. CO PLIANCE APPROVED Ity of ukwila i U.ILDiNC t )lViSIC SCALE: 1 1/2" = 1'-0" i SEP 1 1 2019 OWNER DUONG MINH TRINH + TRAN PHO 12058 42ND AVE S TUKWILA, WA 98168 OWNER'S REP/CONTACT PERSON KHANH NGUYEN 8333 38 AVE S SEATTLE, WA 98118 (253) 835-4500 khanh@KW.com ARCHITECT MOBILE OFFICE ARCHITECT, PC (MOA) ALAN E. HO, PRINCIPAL 4925 S. SHORE DR ANACORTES, WA 98221 (206) 999-2659 aho@mo-arch.com www.mo-arch.com STRUCTURAL ENGINEER HARRIOTT VALENTINE ENGINEERS, INC TODD VALENTINE, P.E. PRINCIPAL 1932 FIRST AVE, SUITE 720 SEATTLE, WA 98101 (206) 624-4760 tvalentine@harriottvalentine.com www.harriottvalentine.com ©COPYRIGHT MOBILE OFFICE ARCHITECTS PC (MOA), 2019 All ideas, designs, and plans indicated or represented by these drawings are owned by and property of MOA and were created and developed as instruments of service in connection with the specified project. None of such ideas, designs, or plans shall be used for any purpose without the written permission of MOA. TRAN RESIDENCE 12058 42ND AVE S TUKWILA, WA 98168 PARCEL # 334740-0340 No. IDATE (DESCRIPTION 01 109/09/19 1PERMIT CORRECTIONS 1 A5.03 03 DECK, PORCH AND GARAGE ROOF DETAILS GENERAL STRUCTURAL NOTES (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE INTERNATIONAL BUILDING CODE (2015 EDITION). 2. DESIGN LOADING CRITERIA: FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF ROOF SNOW LOAD (Pf) 25 PSF 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO COMMENCING EXCAVATION. THE CONTRACTOR SHALL BRING ALL CONFLICTS AND DISCREPANICES TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER. CONCRETE 10. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORD- ANCE WITH ACI 301. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF F'C = 2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. 5. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING 11, REINFORCING SHALL BE RETAINED UNDAMAGED WHERE NOTED ON THE PLANS. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. ALL NEW OPENINGS THROUGH EXISTING CONCRETE OR MASONRY WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CON- TRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CON - CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 8. SPECIAL INSPECTION OF EPDXY GROUTED INSTALLATIONS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 109 AND 1704 OF THE INTERNATIONAL BUILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. GEOTECHNICAL 9. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE. UNLESS NOTED OTHERWISE, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE 2,000 PSF LATERAL EARTH PRESSURE 35 PCF THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE SEATTLE DEPARTMENT OF CONSTRUCTION AND INSPECTION FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE ACI 301. THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 19.3.2.1 OF THE ACI 318. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 40, FY = 40,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. ALL REBAR SHALL BE 90% MINIMUM RECYCLED CONTENT. SUBMIT MANUFACURERS CERTIFICATE OF RECYCLED CONTENT TO ARCHITECT AND STRUCTURAL ENGINEER. 12. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORD- ANCE WITH ACI 318. LAP ALL CONTINUOUS REINFORCEMENT 40 BAR DIAMETERS OR 2' -O" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTER- SECTIONS. LAP CORNER BARS 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 13. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: A. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE . . .3" B. ALL OTHER SURFACES 1 1/2" ANCHORAGE 14. EXPANSION BOLTS INTO CONCRETE AND GROUTED MASONRY UNITS SHALL BE "STRONG -BOLT" ANCHORS AS MANUFACTURED BY THE SIMPSON COMPANY AND INSTALLED IN STRICT ACCORDANCE WITH ICC ESR 1771, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. 15. EPDXY -GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH "SET-XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON COMPANY AND INSTALLED IN STRICT ACCORDANCE WITH ICC ESR 2508. 16. TITEN HD ANCHORS SPECIFIED ON THE DRAWINGS SHALL CONSIST OF "TITEN HD" HEAVY DUTY SCREW ANCHORS AS MANUFACTURED BY THE SIMPSON COMPANY AND INSTALLED IN STRICT ACCORDANCE WITH ICC ESR 2713. WOOD 17. FRAMING LUMBER SHALL BE KILN DRIED OR MC-15, AND GRADED AND MARKED IN CON- FORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: (2X MEMBERS) (3X & 4X MEMBERS) STRUCTURAL LIGHT FRAMING: (INCL. 3X AND 4X POSTS) HEM -FIR MINIMUM DOUGLAS MINIMUM NO. 2 BASE VALUE, FB = 850 PSI FIR NO. 1 BASE VALUE, FB = 1000 PSI DOUGLAS FIR NO. 2 MINIMUM BASE VALUE, FB = 900 PSI BEAMS AND STRINGERS: DOUGLAS FIR NO. 1 (INCL. 6X AND LARGER) MINIMUM BASE VALUE, FB = 1350 PSI POSTS AND TIMBERS: (6X6 AND LARGER ) DOUGLAS FIR NO. 1 MINIMUM BASE VALUE, FC = 1000 PSI STUDS, PLATES & MISC. FRAMING: DOUGLAS FIR OR HEM -FIR STANDARD GRADE 2X6 STUDS AND PLATES: HEM -FIR NO.3/ STUD GRADE 2X AND 3X T & G DECKING HEM -FIR COMMERICAL DEX, MINIMUM BASE VALUE, FB = 1350 PSI 18. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. ALL WOOD EXPOSED TO WEATHER WITHOUT THE ADEQUATE PROTECTION OF A ROOF OR EAVE SHALL BE AN APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR PRESSURE TREATED. SUCH MEMBERS INCLUDE HORIZONTAL MEMBERS SUCH AS GIRDERS, JOISTS, AND DECKING; OR VERTICAL MEMBERS SUCH AS POSTS, POLES, AND COLUMNS. 19. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR MOST RECENT CATALOG. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UN- LESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEA- SONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. HANGERS IN DIRECT CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE EITHER STAINLESS STEEL (SST300), POST HOT -DIPPED GALVANIZED(HDG) OR GALVANIZED WITH A MINI- MUM OF 1. 850Z ZINC PER SQUARE INCH (ZMAX). UNLESS NOTED OTHERWISE, ALL LUMBER JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS, AND ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITT" OR "IUT" SERIES JOIST HANGERS. 20. NAILS - NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE 6D 8D 1OD 12D 16D LENGTH 2" 2-1/2" 3" 3-1/4" 3-1/2" DIAMETER 0.113" 0. 131" 0. 148" 0. 148" 0. 162" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. REVIE :ID FOR CODE COMPLIANCE APPROVED 1 •E City of Tukwila [BUFLDNGDrJ.SON SEP 1 1 2019 to HV Harriott Valentine Engineers Inc. 1932 First Avenue. Suite 720 Seattle, Washington 98101-2447 tel 206 624 4760 fax 206 447 6971 www.harriottvalentine.com Project Contact Todd Valentine tel 206 624 4760 ex. 27 fax 206 447 6971 tvalentine@harriottvalenti e.com Project Architect Mobile Office Architects Seattle: WA Alan E. Ho - aho@mo-arch.com Project Tran Residence 12058 42nd Avenue South Tukwila, WA Issue Date 09/09/19 Issue Description Permit Corrections Building Department Approval Drawing Title GENERAL STRUCTURAL NOTES Drawing Number s1.o N RESIDENCE LEGEND (PT) SPAN EXTENT SECTION DETAIL PRESSURE -TREATED COLUMN ABOVE COLUMN BELOW NEW CONCRETE WALL EXISTING CONCRETE WALL FOUNDATION PLAN NOTES 1. WHERE NEW CONCRETE WALLS OR FOOTING ABUT EX. CONCRETE, PROVIDE DOWELS #4 x 2'-O" TO MATCH HORIZ. REINFORCING, EMBED 5" IN EPDXY GROUT. 2. SLAB -ON -GRADE SHALL BE PLACED AND CURED FOR A MINIMUM OF SEVEN DAYS BEFORE RETAINING WALLS ARE BACKFILLED. SEE RETAINING WALL DETAILS FOR SPECIFIC CONFIGURATION. i it NOTE!! EXISTING FRAMING MEMBERS AS INDICATED ON THIS PLAN ARE ASSUMED FOR DESIGN PURPOSES ONLY. HARRIOTT VALENTINE ENGINEERS SHALL NOT BE HELD LIABLE FOR LOCATION/ SIZE OF EXISTING MEMBERS AS CALLED ON THIS PLAN. EXISTING MEMBERS SHALL BE VERIFIED AND REPORTED TO STRUCTURAL ENGINEER OF RECORD PRIOR TO CONSTRUCTION. > EPDXY JOINING STEEL TO CONCRETE < INSPECTION SHALL BE REQUIRED TO VERIFY APPROVED TYPE OF EPDXY AND STEEL OR BOLT SIZES AS SPECIFIED ON CONSTRUCTION PLANS AND OFF DOCUMENTS.. CALL FOR FOUNDATION INSPECTION BEFORE APPLYING EPDXY TO ALLOL"v' INSPECTION OF HOLES DEPTH AND DUST REMOVAL. BUILDING OFFICIAL (INSPECTOR) SHALL OBSERVE INSTALLATION OF EPDXY AT THAT TIME. SLAB —ON —GRADE -- PER 4/S3.0 EXISTING FOOTING — NO WORK FOUNDATION PLAN e: 1 /4" —SEE NOTE 1 —SEE NOTE 1 EXISTING FOOTING — NO WORK EX. 2x8 a 16"oc SEE NOTE 1 t --EXISTING FOOTING - NO WORK Harriott Valentine Engineers Inc. 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 tel 206 624 4760 fax 206 447 6971 www.harriottvalentine.com REVIF :.❑ FOR CODE COMPLIANCE APPROVED SIT 1'24119 lily of Tukwila I II.DING ) VIA CGN', 9/9/ 19 Project Contact Todd Valentine tel 206 624 4760 ex. 27 fax 206 447 6971 talentine@harriottvalentine.com project Architect Mobile Office Architects Seattle, WA Alan E. Ho - aho@mo-arch.com project Tran Residence 12058 42nd Avenue South Tukwila, WA Issue Date Issue Description 09/09/19 Permit Corrections Building Department Approval Drawing Title FOUNDATION PLAN Drawing Number TRAM RFSInENCE 3/4" = rr 3/4" = 1'-0" 3/4" rr 3 TYPICAL SLAB q.soocaq �°o°coo0��°° \,/\\/\\/\\� \\\i\\/—/\\/\\� \\/ CONTROL JOINT CONSTR. JOINT I oo� 0 08 2nd POUR 1st POUR • SLAB 4" THICK SLAB REINF. W/ #4 @ 18"oc EA. WAY CTR'D. 7--- 6 MIL VAPOR BARRIER (OMIT AT EXTERIOR SLABS) 4" FREE -DRAINING GRANULAR FILL CONTROL JOINT FORMER "ZIP STRIP" 11/2" DEEP (JOINT MAY BE SAW -CUT AT CONTRACTOR'S OPTION) CUT ALT. BARS AT JOINT —PLASTIC JOINT KEY "MEADOW BURKE" STOP REINF. 1" CLEAR OF JOINT EACH SIDE ON -GRADE (NOT INSULATED) 3/4" = 1'-0" 3/4" = r, //\ A //\//, / </ OUTLINE OF EXISTING WALL BEYOND THERMAL BREAK PER ARCH'L. SLAB -ON -GRADE ///�//// / PER 4/S3.0 EXISTING CONCRETE FOOTING 3/4" = 1'-0" EXISTING WALL — SLAB -ON -GRADE / PER 4/S3.0 x x x x %%i%/`// 3" EXISTING CONCRETE FOOTING 3/4" = 1'-0" 2x6 P.T. PLATE WITH - 5/8"0 ANCHOR BOLTS @ 32" oc /\ \/• /\\\/ /j• rn / DRAINAGE PER - ARCHITECTURAL 5" EXISTING WALL #4 @ 16"oc VERT. (CENTERED) #4 © 10"oc HORIZ, [(2) AT TOP OF WALL] SLAB -ON -GRADE PER 4/S3.0 x x x x x 6" 5" ///'0% ///A -(2) #4 CONT. 3/4" = 1'-0" HV Harriott Valentine Engineers Inc. 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 tel 206 624 4760 fax 206 447 6971 www.harriottvalentine.com Project Contact Todd Valentine tel 206 624 4760 ex. 27 fax 206 447 6971 talentine@harriottvalentine.com Project Architect Mobile Office Architects Seattle, WA Alan E. Ho - aho@mo-arch.com WRAP PER ARCH'L 12"0 SONOTUBE, REINF.— WITH (4) #4 VERT. // \\ \�\%\\i\\/x /\j /\\jj/\ COLUMN PER PLAN ABA SERIES POST BASE 1/2"0 X 8" LONG ANCHOR BOLT \i \\/> \\\,. 3/4" = 1 r _ 0" COLUMN PER PLAN 10"0 SONOTUBE, REINF. WITH (4) #4 VERT. / // / DECK BY OTHERS ABA SERIES POST BASE 1/2"0 X 8" LONG ANCHOR BOLT 0v \ 3/4" = 1'-0" 10 EXISTING WALL BLOCK ONE JOIST BAY FULL -DEPTH @ 48"oc #4 @ 16"oc VERT.-- (ALT. HOOKS) #4 @ 10"oc HORIZ. [(2) AT TOP OF WALL] -- f/i DRAINAGE PER ARCH'L.— 5" 6" 5" A35 @ 15" oc 2x6 P.T. PLATE WITH 5/8"0 ANCHOR BOLTS @ 32" oc JOISTS PER PLAN //\\/ \/,\ /��\�\\/"/\ (2) #4 CONT. 3/4" = 1 EXISTING WALL #4 CO 16"oc VERT. (ALT. HOOKS) #4 @ 10"oc HORIZ. [(2) AT TOP OF WALL] DRAINAGE PER ARCH'L--- 5" 1 — A35 @ 15" oc 2x6 P.T. PLATE WITH 5/8"0 ANCHOR BOLTS @ 32" oc JOIS D FOR ODE COMPLIANCE APPROVED "EL ,i 2J19 --pity of Tukwila BUILDING DIVISION (2) #4 CONT. SEP 1 161' 3/4" = 1'-0" 12 Project Tran Residence 12058 42nd Avenue South Tukwila, WA Issue Date Issue Description 09/09/19 Permit Corrections Building Department Approval Drawing Title STRUCTURAL DETAILS Drawing Number S3.0 TRAN RESIDENCE