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HomeMy WebLinkAboutPermit D13-191 - TRUONG REMODEL - REMODELTRUONG REMODEL 16836 53 AVE S D13-191 Parcel No.: Address: Suite No: Project Name: City of Oukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov 8125200310 16836 53 AV S TUKW TRUONG REMODEL DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: D13-191 08/02/2013 01/29/2014 Owner: Name: Address: TRUONG TAM A 16836 53RD AVE S , TUKWILA WA 98188 Contact Person: Name: TUAN TRUONG Address: 16836 53 AVS , TUKWILA WA 98188 Contractor: Name: OWNER AFFIDAVIT - TUAN ANH TRUONG Address: , Contractor License No: Lender: Name: OWNER FUNDED Address: Phone: 206 676-2565 Phone: Expiration Date: DESCRIPTION OF WORK: REMODEL TO ATTACH GARAGE TO THE EXISTING HOUSE AND CONSTRUCT NEW 80 SF PORCH COVER. Value of Construction: $7,572.00 Type of Fire Protection: Type of Construction: VB Electrical Service Provided by: PUGET SOUND ENERGY Fees Collected: International Building Code Edition: Occupancy per IBC: $401.49 2009 26 **continued on next page** doc: IBC -7/10 D13-191 Printed: 08-02-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read an governing this work will be compli N N N Number: 0 Start Time: Volumes: Cut 0 c.y. Size (Inches): 0 End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: The granting of this permit does construction o performance to this permit. Signature: Public: Non -Profit: N Public: ned this permit and know the same to be true and correct. All provisions of law and ordinances , whether specified herein or not. t p me to give authority to violate or cancel the provisions of any other state or local laws regulating work. I am authorized to sign and obtain this development permit and agree to the conditions attached Print Name: 1/1 f" " V A -K (TA-K/0W i(s- Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. doc: IBC -7/10 D13-191 Printed: 08-02-2013 7: All wood to remain in placed concrete shall eated wood. • 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 on satisfactory completion of this requirement. 9: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 10: 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). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. Joc: IBC -7/10 D13-191 Printed: 08-02-2013 CITY OF TUKr LA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Buildia4 t it No. Project No. Date Application Accepted: 0 012t Date Application Expires: 6 h '021 ('3 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: ^� f,, King Co Assessor's Tax No.: Q 1� i --03 to �� l ✓� e 111 VA QQ� 0g' Suite Number: — Floor: Tenant Name: Tam D. -Troll PROPERTY OWNER Company Name: V W N v, Name: ¶uih Tru0 Name: --/-Q* 1 Address: /IO,,r� ,, ww %7 "' AveS �W Address: Address: '(00 6 Ul 6 520'-C Phone: a„,(0 ... (`` (,,' _ G3ax: City: —WAWA State: wk. , k. Zip: eU ig CONTACT PERSON — person receiving all project communication Company Name: V W N v, Name: ¶uih Tru0 Company Name: Address: /IO,,r� ,, ww %7 "' AveS �W Address: City: TUIi,,,II„ ��State: top" Zip '�' ti Phone: a„,(0 ... (`` (,,' _ G3ax: Zip: Email: A—iYUAIke) e ►Ve,f ivatk,, 1 State: GENERAL CONTRACTOR INFORMATION Company Name: V W N v, of jtuv.. Company Name: Address: Address: Architect Name: City: State: Zip: Phone: Fax: State: City: Contr Reg No.: Exp Date: Phone: Tukwila Business License No.: Email: HAApplications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh New Tenant: ❑ Yes xi.. No ARCHITECT OF RECORD Name: of jtuv.. Company Name: Address: Architect Name: Address: State: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: of jtuv.. Company Name: Address: Engineer Name: Address: State: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: of jtuv.. Address: City: State: Zip: Page 1 of 4 FBIJILDING PERMIT INFORMATIO 206-431=3670 Valuation of Project (contractor's bid price): $ 7110 • Existing Building Valuation: $ crtbe the scope of work (please provide detailed information): te,tylv dip0 —10 '4-ack ladle erb ► .- DTA-LiTura) Ci, -C. I Will there be new rack storage? ❑ .... Yes '.No If yes, a separate permit and plan submittal will be required. Provide MI Building Areas in Squ'are•Footage Below,_ PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: 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: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wppltcations\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 Existing - Interior Remodel Addition to Existing Structure New ; Type of Construction per IBC Type of,. Occupancy per IBC P11 Floor ((g40 2nd Floor • ' 3rd Floor Floors thru ( ( 00 Basement Accessory Structure* Attached Garage Detached Garage ^ _ 1P� Attached Carport r Detached Carport i .Covered, Deck U `� Uncovered Deck (ZO — PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wppltcations\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PERMIT APPLICATION NOTES — 111 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: Signatur Date: Print Name: Taws 10iNti Mailing Address: 1(491P3lp 534 ke S Day Telephone: g43 'LUQ -o-q€13,& Tu.l a H:Wpphcations\Forms-Applications On Line \2012 Applrcauons\Perma Application Revised - 2-7-12.docx Revised: February 2012 bh City State Zip Page 4 of 4 PUBLIC WORKS PERMIT:. TION 20.674j34479 Scope .of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ...Water District #125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑... Highline ❑...Valley View ❑...Renton ❑ ...Sewer Availability Provided ❑... Renton } ` 0... Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond ❑...Insurance ❑... Easement(s) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours 0 .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water O .. ❑ .. ❑.. ❑.. D...Geotechnical Report ❑...Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0...Right-of-way Use - Profit for less than 72 hours ❑... Right-of-way Use — Potential Disturbance 0... Work in Flood Zone 0...Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line ❑ .. Permanent Water Meter Size (1) ❑ .. Temporary Water Meter Size (I) ❑ .. Water Only Meter Size ❑ .. Sewer Main Extension Public ❑ .. Water Main Extension Public 0 0...Grease Interceptor 0... Channelization 0...Trench Excavation 0... Utility Undergrounding WO # (2) " WO # (3) WO # (2) " WO # (3) WO # ❑ .. Deduct Water Meter Size Private 0 Private ❑ " WO# " WO# FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 .. 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:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID ................. . 957.50 D13-191 Address: 1683653 AVE S Apn: 8125200310 $957.50 DEVELOPMENT $957.50 PERMIT FEE PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R5088 R000.322.100.00.00 R000.345.830.00.00 0.00 0.00 $580.30 $377.20 $957.50 Date Paid: Friday, April 17, 2015 Paid By: TUAN TRUONG Pay Method: CASH Printed: Friday, April 17, 2015 3:27 PM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PERMIT FEE PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R3496 R000.322.100.00.00 R000.345.830.00.00 0.00 0.00 $188.30 $122.40 $310.70 Date Paid: Friday, November 07, 2014 Paid By: TUAN TRUONG Pay Method: CREDIT CARD 103300 Printed: Friday, November 07, 2014 8:31 AM 1 of 1 CRINSYSTEMS City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.Tukwila•WA.ov Parcel No.: 8125200310 Address: 16836 53 AV S TUKW Suite No: Applicant: TRUONG REMODEL RECEIPT Permit Number: D13-191 Status: APPROVED Applied Date: 06/03/2013 Issue Date: Receipt No.: R13-02275 Payment Amount: $245.10 Initials: JEM Payment Date: 08/02/2013 08:01 AM User ID: 1165 Balance: $0.00 Payee: TUAN A TRUONG TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 110916 ACCOUNT ITEM LIST: Description 245.10 Account Code Current Pmts BUILDING - RES STATE BUILDING SURCHARGE 000.322.100 240.60 640.237.114 4.50 Total: $245.10 ,i.,,.• Dcncin4_l1C. Printed: 08-02-2013 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT Parcel No.: 8125200310 Permit Number: D13-191 Address: 16836 53 AV S TUKW Status: PENDING Suite No: Applied Date: 06/03/2013 Applicant: TRUONG REMODEL Issue Date: Receipt No.: R13-01775 Payment Amount: $156.39 Initials: JEM Payment Date: 06/03/2013 10:16 AM User ID: 1165 Balance: $245.10 Payee: TUAN A TRUONG TRANSACTION LIST: Type Method Descriptio Amount Payment Check 161058 156.39 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES 000.345.830 156.39 Total: $156.39 Prinrp,1• na-ns-Wma INSPECTION RECORD INS' Retain a copy with permit ION NO. D/ 3- /q/ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 'ct: Pr±rt4c't-j Type of Insp�e,/tion: �r� / TYPeo(G (Ad t ress 6 836 .T3 �� �l P,fO � Date Called: Special Instructions:Date fiM Wanted: a.m. Requester: • Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 6-20 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Tr k(o 14,9 flei ( fi(G'f cc— 'Prot/i PC INSPECTION RECORD Retain a copy with permit INSP ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 Pf3-fQ 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Project:gie -TVA Vj-ikodci Typ , f Inspecdion: ec A r ss: 53 44feid, 3b Date Called: Special Instructions: he Date Wanted: p- Zi — (S a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. MENTS: Inspector: Datelc, REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit P13 -1q/ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Project: Trgo� d r Type f Inspection: Kot.sA. t VrgsU 53 kr( Eve--Jc) Date Called: Special. Instructions: 4-4/1 Date Wanted: 7 — 13 t_S" a.m. p.m. Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. MENTS: Inspector` Dat REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. F( INSPECTION RECORD Retain a copy with permit D(1 -(T 1 ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Project: fry two ie / Tyne of � ( petT((ty ‘ (,v � A dress: �b83( 1-3"4ki/e50. Date Called: Special Instructions: ,A— Date W ted: �, (3 — �J a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. M ENTS: Inspector: Date_ 1 3 a r� n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD ■l� Retain a copy with permit f 'W ION NO. MP3- lc( I PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Project: n ,,����__�^' Mt Rete, e Type of Insj'f ctionf ,j ��11 fly` 1 rr ' ` A d ss: 1 36 3' �¢✓ Asa Date Called: a) 6.((c& Vict.c ((`frj @) P aid lottoto Special Instructions: �/K Date Wanted: 7 - e -is a.m. p.m. Requester: Phone No: Approved per applicable codes. `orrections required prior to approval. COMMENTS: t r% � ( (rc itt0- Pierti f c& a) 6.((c& Vict.c ((`frj @) P aid lottoto r(ate� pc(e) , frw(( ® o)' Q4( C.i e -s e ksioe-c-i-r:r), 1 Inspector: grc" Date .-g -(S" REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit b(3 -(T/ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Prr o ktcc J .1 Typer 'tioniN, I k ( \ s Ate I g 3 5-3 k� l eft) Date Called: fr'0 Special Instructions: �im Date Wanted: 7-- 5 (is- a.m. p.m. Requester: Phone No: ElApproved per applicable codes. corrections required prior to approval. COMMENTS: yte,F /I/4er (i oIC L Guth__ V a t t 4< ((r co ocisR't-e ! e_)99 "d c litAr rivty CO vapfic wo jcl'N fr'0 )" ticQ-F(®k Are e papep- 6(ock Inspector: Date:7 „ 6 — r REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f'C t r��Retain a copy with permit INSPECTION RECORD IN irS N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 FC P -Tr Li 01,tyl roject:+ �Q / TYp r frt,( g,-.45 Add esr e Q Date Called: Special Instructions: P.,A Date Wanted: a.m. Phone No: Approved per applicable codes. Corrections required prior to approval. MENTS: Inspector: 2C Date:f_ r7—fS n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit IN ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D(3- If/ Project: e 1 ru Olt- Ace, oo(e l Type of lnspectioni. r.Ix( c �'e,tj kD jam"`(r (eskcA vrtflzer ie -q1-44 ‘3; Addre s: 3e�ve-to , i6 36 Date Cafled: ( .p o! e 6 friK1''/ail -10eu)e-"cA 11974 Special Instructions: itM • 'Date j 1lXant 7_ u_ a.m. P.m. Requester: 'Phone No: Approved per applicable codes. EiCorrections required prior to approval. COMMENTS9 c v vA, bvzri.— 0 , -P r`o l% ( `'ie--' , co(C AYi-.t ter wa11 5.0tS kD jam"`(r (eskcA vrtflzer ie -q1-44 ‘3; ----0 1-0 r ((er 2_c-.3( (.01 e r Tree elApi Go(t f;((2 Le ( .p o! e 6 friK1''/ail -10eu)e-"cA 11974 - « d eve 5i11 C 541 Q- . &ems V44I S/ok e / .e -Ver k.Leeti tact & C.- ( f 44 e f S! wc. (fD tA f P(L7 tat / (- — 0 efer<-1-vt c -Cr l /tit- f+ f (Pfd Cffil Ecr, 11-c-rrA5 - l'r'; ''frk Inspector: CREINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Gall to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 17(3-1'(/ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ............_... Project: 111- OK- Type o Ins ection: c e. -L.( (q(G (z) el�f�/q/ Aa� Jet"�c.5. d. 3 53, Date aI ,0) �i - c? ( &fr , icy /ger l 6 d Special O ✓f IK l \ �3 d p> (de 4P /f�,/fi ((e i -r ao 1� I S p.m. Requester: Phone No: '/d Approved per applicable codes. Corrections required prior to approval. COMMENTS: a (/(...t..(. 0.0 £D • .0l/o l) (, Qi ,,1 (q(G (z) el�f�/q/ 0 LGir ( .�o�C� �(���vaire I ( le:. coucu-- fit' ® Z v -0 -14 -71 --tor 0 �( r ,0) �i - c? ( &fr , icy /ger l 6 d ('pe && c. ( c, J /p kC q s ( d � cr(c & �(Z ',kill-- -' be -Rh k_ wr l (J ,/ thy 4 2_ qi r o f '.>: cad V 1 .. 7 (c- 2d vF-, w 4-15'61ti ') c.Ct Vel 15 (OK r v o� ( w' e/I e � '/d $ (kr or, 1 �-tpS,�. �vrf L/( t«,-,'� ( f&(+ 014 ( 0-r I Inspector: Date_ L C REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 63901Vett' South enter Btvd.. u to 100. Cali t schedule rein pection. -,r 16 r J`T, ro,,,o 'l efd eired I, re INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D/3-14 Project: Tr %-t v vty R JQ I Type of Inspection: 1 ?re. Cszv5 r A :6 r3 tT�✓sa - Date Called: Specia Instructions: Date Wanted: q_6 .-(S a.m. p.m. Requester: Phone No: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Nolo ad y Aa14,‘e„ — AA, accIet'r rAt re_ Inspector: Date:q" (3, _%s, EREINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPEC ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 3-I 1 Projgz, (f D/1 6 gOtod-t Type of inspection: s3 f 00)e- -Address: //�� (,8 1 `I� .51 , qAV P Date alled:4 f-- L)T ., Special Instructions: Date Wanted:Z --. t aim' P.m. 'Requester: 'Phone No: Approved per applicable codes. L� Corrections required prior to approval. COMMENTS: c AO . 't._ .pGt`T j .i tzl: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedule reinspection. Ins ctor: INSPECTION NO. INSPECTION RECORD Retain a copy with permit •b- i f PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro ect: Type oflnspection:,., i-106 (! ^� Address:' Date Called: Special Instructions: Date Wanted: . d- –. 0 - :! j I a.m: fpr.ml Requester: Phone No - Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: K r, -)J C l? Inspe'ctor: Date: U n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECT N NO. PERMIT NO. CITY OF TUKWILA.BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit. Inspection Request Line (206)431-2451 1)/3-- IC ( Project: /A / ?lo'lt'' wt� e:( Type of In ection: f='/��igt/iLl� A! rSZ X36 3 (% Date Called: .. Special Instructions: Date Wante_ . Requester: Phone No:. (16-74 -2561 EjApproved per applicable codes. Corrections. required prior to approval.. COMMENTS: AA Ptp lok/e4 t spettor. Date: 1 ai SPECTION FEE REQ IRED. Prior to next inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule: reinspection: INSPECTION RECORD Retain a copy with permit INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Dl -i } Pro'ecr ) j� / i Alm r\i6, % A' Cit'kJie,f Type of Inspectiion: , t A kA(A:, Address:Date � ur Called: for Special Instructions: rr p1– k �n 9 p/k , %� /Phone Date Wanted-,a.m. ) S a.m. /CI-��J Requester: sr_S —1-6 & _AMS No: rz(>G - (-74-2S ,_ ❑ Approved per applicable codes. El Corrections required prior to approval. !/ G COMMENTS: - OS 0 / A-- on t�-33f ( � `' Ch K 13 6,0 i -&r SG. C.f\---Th;A ef jt Uj F( o u r () V_— p n() 2 (z-Dne..JQ1 for �<<S i)Aiff•F-IDol� e p .,)(i PAA 5 AP 0 I 'D p -5 , t�1-ST` kJ (QAAe,.0 . J A'� ; � , •'‹)I I 2., • gn k U,A.6r443dZ sr_S —1-6 & _AMS 6, C 3/0---- 00r & hAes 00. -iii ( ted /. e! /.Pls e 1 .. Ispector: Date`, 2- C-- /3 n REINSPECTION FEE REQUIRED( Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ,41 INSPECTION RECORD ```-'�`''"k ,C// Retain a copy with permit 0/3—//1 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro !>O Y'%9Pr)1 Type of Inspection: 20l / 4 %L/ cZei., c9A, is—y, Address/: /f LAS Date'Eaed� �-- �4// „-%4i� ' 1, Special Instructions: Date Want :%� p.m. Requester: ,.4,(e 2' D 7'L Phone No: el S 71-- 4 it S -f cs e. 4 .c 1,..4f, Approved per applicable codes. igi.Corrections required prior to approval. COMMENTS: • T -77: cZei., c9A, is—y, Li �4// „-%4i� ' 1, /0,1v� / is -.d11 -j '? f, /2_'t Jig-64-'4,4//)� ,.4,(e 2' D 7'L di - el S 71-- 4 it S -f cs e. 4 .c 1,..4f, La, ,,,-, ,..ze l cg v ,2-, ..e.Szerel.) .,/./1,-V-1,1 ,/ 1/1 Date:g...„2/6. / 3 n Rt4NSPECTION FEE RR) !RED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit Di 3 ' !Ci 1 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: 7-.1.C». C 1`�E t ODi-L Type of Inspection: ,� 1 t- 10 DOA Address: 1Oc'VCN 53 AV C Date Called: Special Instructions: Date nted: 1„(a _) �p r =Fr Requester: Phone No: 4.- -.86* b -7(-••2-5(c(.. 4Approved per applicable codes. COMMENTS: Corrections required prior to approval. Insp Da A ECTION FEE REQU ,QED. Prior to net inspection. fee must b e n REtN' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PLAN NOTES: 1. THIS SITE PLAN IS PREPARED STRICTLY FOR PURPOSE OF COMPLYING WITH THE CITY OF TUKWILA BUILDING DIVISION'S REQUIREMENT IN SHOWING WHERE THE EXISTING MAIN RESIDENTIAL BUILDING & THE DETACHED DOUBLE GARAGE'S ENVELOPMENT WERE PRIOR TO THE PROPOSED REVISED SITE PLAN PREPARED BY "NATHAN GLASS DESIGN" DATED 6/27/15 AND APPROVED BY CITY OF TUKWILA BUILDING DIVISION ON NOV 6, 2014. 2. ALL DIMENSIONS & SET BACKS WERE BASED ON THE FOREGOING SITE PLAN & INFO PROVIDED BY THE PROPERTY OWNER WHICH ASSUMED TO BE CORRECT TO THE BEST KNOWLEDGE OF THE DESIGNER. 3. HOWEVER, THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS & SET BACKS PRIOR TO COMMENCEMENT OF ANY WORK AND TO NOTIFY THE DESIGNER AND/OR PROPERTY OWNER OF ANY DISDREPANCY (IF EXISTS) AND THE DESIGNER AND/OR THE PROPERTY WILL MAKE RECOMMENDATION ON HOW TO PROCEED WITH THE CORRECTION. (E) LOT DEPTH (E) SIDE SETBACK 53 RDAVES 100' (E) LOT WIDTH v, 100.125 —�(E) LOT WIDTF— DEMOLITION PLAN. SCALE: 1"140'-0" (E) DETACHED DBL GARAGE ENVELOPMENT FILE COPY Permit No. On ---11 ( Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and co k itions is acknowledged: By: VC -- Date: 0 Ctq N City of T i!a BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of ulQ..yila Building Division. I ) 4 E: Revisions will require a new plan submittal calf may inck.de additional plan rev; ..:w fees. REVIEWED FOR CODE COMPLIANCE APPROVED APR 16 2015 . Ci of Tukwila BUILDING DIVISION EVSION N0:? RECEIVED CITY OF TUKWILA APR 0 2 2015 PERMIT CENTER REVISIONS: Another fine project by Pacific Building Design 102301st AveS Seattle. WA 08168 Phone: 206 290 0401 Email: pacbuiiddesign Gyahoo.com Contact person: Quincy Nguyen SHEET TITLE: DEMOLITION PLAN PHONE: 206 678 2565 cD coo CI) >- m�4 DRAWN BY: ON DATE; 3/30/15 SCALE:1=20'-0" SHEET: C1 OF _8_,_„ SHEET(S) REVISIONS No changes shall bo made to the scope cf work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 1 Ll"Ae .A i t PERMIT R. ED-POR: MechanicalE tectric al LL'(umbing [iotas Piping City of Tukwila .. DING DIVISION PLANNING APPROVED • No changes can be madeto these plans without approval from the Planning Division of DCD Approved It C LONNA-) . Date. 1v''' 24'-0" 53rd AVE. S. 100.0' 0— - HOUSE PERIMETER WALLS EXISTING rDRIVEWAY 100.125' SITE PLAN 7-7" FILE COPY Permit No. 101 3'1' 191 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordnance. Receipt of approved F Copy : d conditions is acknowledged: B Date: City of Tukwila BUILDING DIVISION CORRECTION REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 6 2014�� /J BIW C.- City of Tukwila BUILDING DIVISION 40 REVISION. N�: 1 1"=20' RECEIVED CITY OF TUKWILA NOV. 0 3 2014 PERMIT CENTER NATHAN GLASS DESIGNS 353491 lth CT SW FEDERAL WAY, WA 98023 (253) 508-7062 PROJECT TITLE TAM TRUONG 16836 53rd AVE S TUKWILA, WA 98188 SHEET TITLE SITE PLAN BY: NG SCALE: VARIES DATE: 6/27/14 SHEET No. si LATERAL DESIGN CRITERIA AND MINIMUM SITE CONDITIONS INFORMATION OCCUPANCY CATEGORY II BASIC WIND SPEED (MPH) 85 WIND EXPOSURE FACTOR C MINIMUM WIND LOADS (PSF) 16/8 SEISMIC / WIND IMPORT. FACTOR I SEISMIC USE GROUP 1.0 SEISMIC DESIGN CATEGORY D1 SHORT PERIOD ACCELERATION (g) 0.83 DEFAULT SITE CLASS D MAXIMUM GROUND SNOW LOAD (PSF) 25 ROOF DEAD LOAD (PSF) 15 EXTERIOR WALL DEAD LOAD (PSF) 15 INTERIOR WALL DEAD LOAD (PSF) 10 MAXIMUM ROOF SLOPE 6/12 DOCUMENT SHEET INDEX Al FOUNDATION PLAN A2 FLOOR PLAN A3 EXTERIOR ELEVATIONS A4 EXTERIOR ELEVATIONS A5 ARCHITECTURAL DETAILS A6 ARCHITECTURAL DETAILS FOUNDATION & FLOOR FRAMING NOTES 1. ALL FOOTINGS SHALL BEAR ON STIFF, FIRM SOIL MEETING THE REQUIREMENTS OF DEFAULT SITE CLASS "D" PER I.B.C. SECTION 1613.5.2. DESIGN IS BASED ON 1500 p.s.f. SOIL. CONTRACTOR MUST VERIFY W/ BUILDING DEPARTMENT THAT THESE CONDITIONS ARE MET PRIOR TO WORK. 2. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE 2x HEM -FIR #2 MIN. TREATED WITH AN APPROVED PRESERVATIVE AND GALV. HOT -DIPPED CONNECTORS OR) BORATE TREATED HEM -FIR #2 MINIMUM. 9 m / / r 68'-5" 31'-5" r 4" CONCRETE SLAB (SLOPE 2" TOWARD FRONT OF GARAGE) L / 20'-4" 61-8" 10'-0" 4x4 P.T. POST W/ SIMPSON EPB44T ELEVATED BASE ANCHOR AND AC4 POST CAP (TYP) SEE DETAIL 3 ON A5. im4x10 D.F. #2 PORCH COVER _ o__ 4x10 D.F. #2 FREE STANDING PORTION OF DECK NOT BEARING ON RIM JOIST BEAR FLOOR JOISTS ON EXISTING FOUNDATION WALL r L r 0 1'-7" 1 il. : 8'-3" L 3. PROVIDE APPROPRIATE BLOCK-OUTS IN FOOTINGS WALLS FOR PLUMBING & ELECTRICAL STUB -OUTS. 4. USE 3000 p.s.i. CONCRETE WHERE REQUIRED BY IRC • BLE 402.2. MAXIMUM COMPRESSIVE STRENGTH AT 28 DAY 5. ATTACH THE MUDSILL TO THE FOUNDATION WITH 1/2"x1 ANCHOR BOLTS AND 1/4"x3"x3" WASHER @ 6 FT. O.C. 6. THE FOUNDATION IN THIS PLAN IS DESIGNED PRESCRIPTIVELY. FOUNDATION PLAN 1/8"=1'-0" m z L 1'-0" 0 12" 3'-1%" 3'-8W" 3'-1%4" CONC. 1 / / / FOOTING r _T___ NYL LL LL � Wil\ 0 to j x �r 2x8Fl�MISTS, 6" 0.C. EXISTING FND. WALL BLOCKOUT OR MAN OOR 16'- / 1'-101/" z REVIEWED FOR CODE COMPLIANCE APPROVED NOV 062014 x IN /4\ 4 IS\Li 4t LL 0 0 li) LO Cr /l /\ / \ 2x8 FLOOR JOISTS, 16".O.C. \ J PROVID X -BRAC NG BETWE:N POSTS ( P) N EXISTING FND. WALL7---- RECEIVED CITY OF TUKWILA NOV 0 3 2014 PERMIT CENTER 7-6"/ 20'-0" 1 Simpson Strong wall SW24x10. refer to Simpson Stong Wall catalog for installation requirements City of Tukwila BUILDING DIVISIO 31'-5" 10" L 10'-2" 1 LT J 4" C• NC. SLAB W/ 12" WIDE MONO -SLAB FOOTING 15'-0" O 'o 10'-2" 1'-0' 0 0 1'-6" 37'-0" 10" SHEET TITLE PROJECT TITLE NATHAN GLASS FOUNDATION TAM TRUONG DESIGNS PLAN 16836 53rd AVE S 3534911th CT SW FERE TU KWI LA, WA 98188 (253)508-7062 9823 BY: NG SCALE/8"=11'-O" DATE: 6/27/14 SHEET No. Al GENERAL CONSTRUCTION NOTES 1. SUB -CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: VERIFYING AND MEETING ALL LOCAL AND STATE CODE REQUIREMENTS, REVIEWING APPROVED PLANS AND COMPLYING WITH ALL APPROVED REQUIREMENTS OF THE BUILDING DEPARTMENT, VERIFY ACCURACY OF ALL DIMENSIONS. DO NOT SCALE THE DRAWINGS. IF DISCREPANCIES OCCUR PLEASE CONTACT THE DESIGNER. 2. FIRE BLOCKING IS REQUIRED AT ALL PENETRATIONS AT THE WALLS AND PLATES, INCLUDING: PLUMBING, ELECTRICAL, AND MECHANICAL PENETRATIONS. FIRE BLOCK AT MIN. 10 FT. O.C. HORIZONTALLY IN WALL CAVITIES. 3. WHERE REQUIRED, USE A MIN. OF 3000 p.s.i. CONCRETE PER I.R.C. TABLE R402.2, INCLUDING: FOUNDATION WALLS, PORCH AND GARAGE SLABS, STEPS, AND ALL OTHER AREAS THAT ARE EXPOSED TO THE WEATHER. MAXIMUM STRENGTH IS AT 28 DAYS. ALLOW ADEQUATE TIME FOR FOUNDATION TO SET BEFORE BACK FILLING. 4. FLASHING IS REQUIRED AT ALL EXTERIOR TRIM EXTRUSIONS, WINDOW SILLS, JAMBS, AND OTHER AREAS THAT WATER MAY INTRUDE. 5. PROVIDE A MIN. 22x30 ROUGH OPENING FOR ATTIC ACCESS 6. NAIL ALL TOP PLATES TOGETHER W/ 10d NAILS @ 12" O.C. AND AT SPLICES W/ 10d NAILS @ 6" O.C. LAP SPLICES A IN. OF 4:" TYPICAL. **FOUNDATION EPDXY CONNECTION** * EPDXY WITH AN APPROVED CONCRETE EPDXY, #4 REBAR A MINIMUM OF 4" INTO EXISTING FOUNDATION IN LINE WITH REBAR SHOWN IN FOUNDATION DETAIL. (UON) * CALL FOR FOUNDATION INSPECTION BEFORE INSTALLING EPDXY TO ALLOW INSPECTION OF DRILLED HOLES. THE BUILDING OFFICIAL (INSPECTOR) SHALL OBSERVE THE EPDXY INSTALLATION AT THAT TIME. FLOOR PLAN • 9 ir1 m Eff IH z m 68'-5" 31'-5" 20'-4" 16'-8" 20'-0" 10'-0" 10'-0" / "So7o RS / 11,-5" , , , CEILING JOISTS - 2x141 F. #2 @ 16' RAFTERS - 2x6 I11.F,#2 @ 16" 0'C. 1/ I • •••T • • 1 GARAGE J -1 16'x12' O.H.D. 1 • 1 9 STEPS TO GRADE AS REQUIRED WOOD DECK 4x10 D.F. #2 • • PORCH 4x4 P.T. _COVER- ROST4TY.P)_ – – – • NOTE: 'NO PENETRATIONS BETWEEN GARAGE AND HOUSE SURFACE GARAGE/HOUSE gEARATION WALL WN" GWB CONTINUOUS TO .800E DECK • • — EXITING WINDOW — • • REMOVE ANDS s, WALL -IN EXISTING WINDOW• • • • • BEDROOM• EXISTING • 2x6 #2 CEILING JOISTS S 16" O.C! 9 in N 8'x7 O.H.D. y`J _ 3.14".x12LL1klAM CONI._ _ ACROSS FACE OF GARAGE 2'-0" 16'-0" 1 1 1 1 3 /2"x12 GLU-LA in z 8'-0" 1'-81/" 2 2'-0" WALL , BEDROOM / / , 370 SINGLE /HUNG EGRESS WINDOW / / CANTILEVER TRUSSES / 11'-5" REVIEWED FOR CODE COMPLIANCE APPROVED 1/8"=1'-0" NOV 062014 City of Tukwila BUILDING DIVISION 31'-5" EXISTING WALL T -- #6" MIN. HEIGHT AILING (4" MAX PICKET SPACING) PORCH COVER 2x8 RAFfERS,16" 0.C. (BRACED AT MID -SPAN, 20 CEILING JOISTS, 16" O.C. 9 m 1 - EXISTING WINDOW / DOOR , , , EXISTING HPUSE RdCEtVED CITY OF TUKWIL NOV 0 3 2014 PERMIT CENTE BEAM. POCKET LIVING ROOM DINING ROOM 1'-0" 9 O 1'-6" o 0 SIMPSON CC4 CAP AND BC4 BASE (TYP) 11'-0" 2x6 RAFfERS,16" 0.C. PORCH COVER 4x4 P.T. __I POST (TYP) 4x10 D.F. #2 15'-0" O N -i o x �� ' .u_l , l0 11'-0" / 37'-0" / NATf1AN GLASS DESIGNS 35349 nth CT SW FEDERAL WAY, WA 98023 (253) 508.7062 PROJECT TITLE TAM TRUONG 16836 53rd AVE S TU KWI LA, WA 98188 SHEET TITLE FLOOR PLAN BY: , NG SCALE1/8"=1'-0" DATE: 6/27/14 SHEET No. A2 ■ red for :. o change the ■ ue is PACSE side notes to drafting delete . . LINE OF EXISTING DETACHED GARAGE height per Simpson Strong Wall product. Refer Simpson catalog raised concret stemwall CONC. STEM WALL 5 12 NEW PROPOSED GARAGE ADDITION - CONNECTS FROM EXISTING DETACHED GARAGE TO EXISTING HOUSE NOTE: SEE DETAIL 2 ON A6 FOR VALLEY SET FRAMING OVER EXISTING ROOF Alliglillieffil ----1--------. I------------- ``'--------- --- `�--------IN ---- =---� m Nom= ow Nom mom mu i �i---ii�-- 111•11•===111111111111111111W. 11=11M=IMM111111/11111,"" 111111111111111INIM11==N11.011I1T._ 11111111111111 ---------;---------� .--....1111.-./11111111111 OM I---------' 1111---kollis 01 I." — COMPOSITION SHINGLES SHAKE SIDING I BELLY BAND HORIZ. SIDING • .1i iI EOM so:.. ■ ��a Mummi UM —rim FRONT ELEVATION 1/8"=I-0" NOTE: STRIP OFF EXISTING ROOFING AND UNDERLAYMENT MATERIALS DOWN TO BARE WOOD UNDER VALLEY FRAMING MEMBERS (SEE DETAIL 2 ON A6) 1 EXISTING WINDOW HORIZ. SIDING RV038 ROOF VENT OR EQUAL COMPOSITION SHINGLES STONE WRAP COLUMN /� It II II . I IIRISI �-� 1 I 1 154 1 11� 1111 1 1 11 11 1 11111 i lA1iiIiI.IIII F:!iII 36" MIN. HEIGHT RAILING (4" MAX PICKET SPACING) Ni 4x4 P.T. POST (TYP) 1'-0" J 11 REAR ELEVATION 1/8"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 6 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 0 3 2014 PERMIT CENTER NATHAN GLASS DESIGNS 3534911th CT SW FEDERAL WAY, WA 98023 (253)508-7062 PROJECT TITLE TAM TRUONG 16836 53rd AVE S TUKWILA, WA 98188 SHEET TITLE EXTERIOR ELEVATIONS BY: NG SCALE1/8°_1'-011 DATE: 6/27/14 SHEET No. A3 IZI_I 1I 1 1 1 1 1111 II II II 1111 11 I 111 1 1 1 1 11111 1 1 1 1 I 1 1 1 1 1 1 1.1 I l 1 1 1 1 1-] 1 1 1! 1 11111 IIIIIIIIIIIIIII11�111I1lIIIIIII[111111 11 I 1 I I IIII1J1 1 1�111��1 7 I ------ 1- oaring &WM 1- t -= ------------------------------------ 1--► V--IIMMINNIIIMMIIIIII----------------------- =-------- RIGHT SIDE ELEVATION 1 /8"=1'-0" 36" MIN. HEIGHT 1'-0" RAILING (4" MAX PICKET SPACING) 4x4 P.T. POST (TYP) 1 1 1 1 1 1 1 I I f 1 l 1 1 1 1 1 1 I t 1 l 1 I I I 1 7 1 1 1 t I 1 1 1 1 I I 1�I�111111111I1I11111I1!11111111 111111111111I111111111111111111111I 1111111111111 1/1111/ 1 � 1 � 1 1 1 1 1 I I I 1 1 1 1 rt 1 1 1 1 1 1 1 1 1 1 1 1r 1 .11111111.1111111111 ---- - E 11 1 1 1 I 1 1 1 1 1 1 I 1 I I I I I 30 50 SINGLE � — HUNG EGRESS! WINDOW I i LEFT SIDE . ELEVATION 1 /8"=1'-0" ROOF FRAMING NOTES REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 6 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV . 0 3 2014 PERMIT CENTER 1. ALL EXTERIOR WALL HEADERS SUPPORTING ROOF LOADS ARE TO BE 6 x 8 D.F. #2 U.N.O. ALL EXTERIOR WALL HEADERS SUPPORTING ROOF AND FLOOR LOADS ARE TO BE 6 x10 D.F. #2 U.N.O. 2. UNLESS NOTED OTHERWISE, JOISTS AND RAFTERS ARE TO BE H.F. #2 MIN. 3. PROVIDE 2x6 COLLAR TIES @ 48" O.C. 4. FRAMING CONNECTIONS SHALL BE "SIMPSON STRONG TIE" (OR) AN APPROVED EQUIVALENT. 5. ATTIC VENTILATION: THE NET FREE VENTILATED AREA SHALL BE 1/300 SQ. FT. 50% OF THE REQUIRED VENTILATION AREA SHALL BE A MINIMUM OF 3 FT. ABOVE EAVE VENTS. THE BALANCE OF REQUIRED VENTILATION SHALL BE PROVIDED AT THE EAVES. 6. PROVIDE A MIN. ROUGH OPENING 22"x30" ATTIC ACCESS PANEL. 7. INSTALL ROOF SHEATHING PER IBC CASE 1 (STAGGERED PANELS UNBLOCKED) FASTEN PANELS W/ 8d NAILS @ 6" O.C. EDGE AND 12" O.C. FIELD. NATIIAN GLAS5 DE5IGN5 35349 III CT SW FEDERAL WAY, WA 98023 (253) 508-7062 PROJECT TITLE TAM TRUONG 16836 53rd AVE S TUKWILA, WA 98188 SHEET TITLE EXTERIOR ELEVATIONS BY: NG SCALE1/8"=11-011 DATE: 6/27/14 SHEET No. A4 MFR. TRUSSES @ 24" O.C. 2x VENT BLOCKING W/ BORED HOLES & INSECT SCREENS. NAIL W/ 8d NAILS @6" O.C. THROUGH ROOF SHEATHING. TOE -NAIL BLOCKING TO EACH TRUSS W/ (1) 10d NAILS EA. END OF BLOCK. SIMPSON H2.5A CLIPS FILL ALL NAIL HOLES. (2) 2x TOP PLATE "SIMPSON" EPB44T 1'-0" OVERHANG EAVE END DETAIL TYPICAL CONNECTOR OR EQUIVALENT INSTALLED PER MFR. INSTRUCTIONS. II 1III III—. VIII -II POST TO PIER CONN. 3/4"=1'-0" 4x4 POST PER PLAN "SIMPSON" EPB44T 3/4"=1'-0" ATTACHMENT PER SHEARWALL DETAILS ATTACHED MUDSILL W/ 1/2"x10" ANCHOR BOLT W/ 1/4"x3"x3" PLATE WASHER @ 6'-0" O.C. AND 12" FROM CORNERS. EMBED. BOLT A MINIMUM OF 7 INCHES (DO NOT COUNTERSINK.) USE (1) #4 CONT. REBAR IN FOOTING Zo SLOPE GRAAM.I I 1 II II 6" IN 19921 =1: 1=�I-1� II 11L•`. TII 1 DRAINAGE SYSTEM WHERE REQUIRED PER LOCAL CODES. (HOME OWNER RESPONSIBILITY) 2x BORATE TREATED MUDSILL (OR) 2X PRESSURE TREATED 4" CONCRETE SLAB OVER COMPACTED GRAVEL FILL 6" _, 12" REBAR REQUIREMENTS: USE (1) #4 HORIZ. BAR WITHIN 12" OF TOP OF STEM WALL. WHERE A CONSTRUCTION JOINT EXISTS USE (1) #4 VERT. REBAR @ 48" W/ STANDARD HOOK. EXTEND 14" MIN. INTO STEM WALL. (IRC R403.1.3) GARAGE FOUNDATION DETAIL MAX. 4'-6" WALL, MAX. 4'-0" BACKFILL PRESCRIPTIVE FOUNDATION REVIEWED FOR CODE COMPLIANCE APPROVED NOV 062014 City of Tukwila BUILDING DIVISION 3/4"=1'-0" RECEIVED.. CITY OF TUKWILA NOV 0 3 2014 PERMIT CENTER NAIL TOP PLATES TOGETHER W/ 10d— NAILS @12"O.C. 1r I'1 BIRD BLOCKING. (OR) CONT. BLOCKING. NAIL THROUGH ROOF SHEATH. W/ 8d NAILS @ 6" O.C. NAIL MIN. %s' WALL SHEATHING W/ 8d COMMON NAILS @ 6" 1 O.C. EDGE AND 12" 0.C. 17 FIELD 2x STUDS @ 16" O.C. BOTTOM PLATE 2x MUDSILL (2) 10d NAILS EACH STUD BAY M .Y • 1 rV • 1 Z � F.1 II II II II II II II 1.1 II II II 1.1 II TI 11 11 11 II 11 11 11 II 11 11 11 II I LI 11 11 O.S.B. I I I STOOD 1.1 LI UPRIGHT' 1 1 I I (OR) n 11 11 11 11 I�I 11 11 11 'I II 1.1 II II 1,1 II II II 1,1 II II II 1.1 u PRESCRIPTIVE., FOUNDATION EXTERIOR SHEARWALL OVER PRESCRIPTIVE FOUNDATION WALL 1/2"=1'-0" NATHAN GLASS DESIGNS 35349 l lth CT SW FEDERAL WAY, WA 98023 (253) 508-7062 PROJECT TITLE TAM TRUONG 16836 53rd AVE S TUKWILA, WA 98188 SHEET TITLE ARCHITECTURAL DETAILS BY: NG SCALE: VARIES DATE: 6/27/14 SHEET No. A5 FASTEN G TO EN ► OF H ' 5 ER W/ (6) 16d S ' KER NAILS -. N 3"P. D- I M I .1... ... FASTEN TOP PLATE TO HEADER W/ 2 ROWS OF ,I 1 16d NAILS @ 3" O.C. .1 1 I I. 2x4 FRAMING (TYP) :I 1 11: ULL HEIGHT STUD . . (2) x4 STUDS MINI M 2x MUD SILL �I I • II +I I �J Lam_ '11 '11 G G CONTINUOUS HEADER ACROSS GARAGE FRONT STRAP TIE: SIMPSON ST2215 W/ 20-16d NAILS (INSTALL ON SIDE OPPOSITE SHEATHING) FASTEN SHEATHING TO DER WITH 8d COMMON IN 3" GRID PATTERN AS NAI SHOW 7/16" OSB S PANEL EDGES A (STUDS, BLOCKING, 8d NAILS @ 3"o.c. THING FASTE TO AL ri) • PER PLAN 3"4P.I r d 1 • @ RAMING SILLS) W/ 3" O.C. (1 ROW 0 EACH PLATE) (2) Y2"0 x 10" LONG ANCHOR BOLT w/ 3"x3"xY4" PLATE WASHER W/ MIN 7" EMBEDMENT per R403.1.6 CONCRETE FOUNDATION WALL w/ CONTINUOUS FOOTING PORTAL FRAME DETAIL METHOD PFG (R602.10.3.4) PORTAL FRAME AT GARAGE DOOR OPENING i+) REMOVE DETAIL. to draw something similar to attachme choose. I don't think you'll need TYPICAL PORTAL FRAME CONSTRUCTION JL 3/4"=1'-0" FOR PANEL SPLICE, BL PANE •GE w/(2) ND ATTACH EACH PANEL EDGE TO BLOCK w/ 8d NAILS @ 3"o.c. • NOTE: STRIP OFF EXISTING ROOFING AND UNDERLAYMENT MATERIALS DOWN TO BARE WOOD UNDER VALLEY FRAMING MEMBERS t if you o. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 6 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 0 3 2014 PERMIT CENTER 2X6 H.F. #2 RAFTERS 24" o.c. 2X6 FLAT NAILER Milill INN VALLEY SET FRAMING OVER EXISTING ROOF 3/8"=1'-0" NATIIAN GLASS DESIGNS 35349I1th Cf SW FEDERAL WAY, WA 98023 (253) 508.7062 PROJECT TITLE TAM TRUONG 16836 53rd AVE S TUKWILA, WA 98188 SHEET TITLE ARCHITECTURAL DETAILS BY: NG SCALE: VARIES DATE: 6/27/14 SHEET No. A6 C-L-SW14©2014 SIMPSON STRONG -TIE COMPANY INC. Wood Strong-Wa/I® Shearwalls Garage Portal Systems on Concrete Foundations Garage Portal systems provide increased late - -sistance over site -built shearwalls in locate• here space is at a premium. Portal walls shall be installed with a mi m 12" nominal deep header for adequate shear nailing. use the portal walls and header are tested as a syste e resulting portal frame offers superior engineered performance ove e -built walls. Codes: ICC -ES ESR -1267• ' y of L.A. RR 25427 U.S. Patents 5,706,626; 6,006,487; 6,109,850; 6,327,831; and 6,643,986 Ga .ge Portal Wall Product Data W U Z cZ �O ...1- 1.1. D o > zi Ili0 5 Multi -ply > 0 m O O Z headers may C.) d be used, see > W < __ page 61 0 z 0 j m SIMPSON Strong -Tie N • PERMIT CENTER ;Note. for Garage: Portal Walls:;' Cripple walls7over, the .garage header' by Designer Foundation design (size and reinforcement) by Designer Mode No. W (in.) H (in.) T (in.) Number of Fasteners in Top of WaII Mudsill Anchors' QtY•(in,) Dia Holdown Anchor Qty. Bolts ModeI2,3 SW16x7x4 78 4 8-SDS1/4"x6" 2 % 2 PAB7 SW16x7x6 16 78 53/4 8 -SDS 1/4"x6" 2 5/8 2 PAB7 SW16x8x4 16 90 4 8-SDS'/4"x6" 2 5/a 2 PAB7 PAB7 SW16x8x6 16 90 8-SDS'/4"x6" 2 5/a 2 SW22x7x4 22 78 4 11- 1 '"x6" 2 % 2 PAB7 SW22x7x6 22 78 53/4 10 -SDS 1/4"x6 5/a 5/8 2 2 PAB7 PAB7 SW22x8x4 22 90 4 10 -SDS 1/4"x6" 2 SW22x8x6 22 90 53/4 10-SDS'/4"x6" 2 5/8 2 PAB7 1. Recommended minimum %"x12" mudsill anchor. 2. 3. U.S. Patents 5,706,626; 6,006,487; 6,109,850; 6,327,831; and 6,643,986 Naming Legend SW1 6x7x4 Wood Strong -Wall --T 1 Width Nominal Height (ft.) Nominal Wall Thickness (in.) you can draw something like this for the detail, but I don't htink you'll need to draw anything. I've submitted lots of sets calling this PAB7 available in multiple lengths. See pages 66-68 for anchor bolt information and anchorage solutionsproduct out witout showing the SSTB28 anchor bolts may be specified when the anchor tension force does not exceed allowable anchodetail. 1 just refer them to the tension. See page 67 for SSTB anchor bolt information and anchorage solutions. catalog by adding a note on foundation plan. Wood Stron 59 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. t f Ravisiens will require a flew 1 czn1 may inc;ude additional plan ! A review fees. a�sees. — SEPARATE PERMIT REQUIRED POR: echanic C'giectrical &Plumbing liras Piping 7 Tukwila DiVISION PLANNING APPROVED No changes can be made to these " 'approval from the pians witho�,; i7f of DCD Planning 'Division /improved By: rime: 7".}-.S '- \-2-7 24.-D" 53rd AVE. S. 100.0' 1-1 HOUSE PERIMETER WALLS EXISTING rDRIVEWAY 16.-0" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 9 2013 City of Tukwila BUILDING DIVISION_ F FI COPY Permit No. . `R..- n''r3w approval Is subject to evrons and omit. ik,i': `. `-1:a3 of cal ,// construction dognrs does not aphorize I1.y.n .,.�.tion of any adoptedor off. Receipt r1 wwiro•skiCopy ' : is alknowiedget 100.125' SITE PLAN r=2a By Q 1 City Of BUILDING DIVISION r-1 CORRECTION LTR# --1 RECEIVED CITY OF TUKWILA JUL 1 9 2013 PERMIT CENTER PROJECT TITLE VI BY: NG SCALE VARIES DATE: 7/19/13 SHEET No. 51 LATERAL DESIGN CRITERIA AND MINIMUM SITE CONDITIONS INFORMATION OCCUPANCY CATEGORY II BASIC WIND SPEED (MPH) 85 WIND EXPOSURE FACTOR C MINIMUM WIND LOADS (PSF) 16/8 SEISMIC / WIND IMPORT. FACTOR I SEISMIC USE GROUP 1.0 SEISMIC DESIGN CATEGORY D1 SHORT PERIOD ACCELERATION (g) 0.83 DEFAULT SITE CLASS D MAXIMUM GROUND SNOW LOAD (PSF) 25 ROOF DEAD LOAD (PSF) 15 EXTERIOR WALL DEAD LOAD (PSF) 15 INTERIOR WALL DEAD LOAD (PSF) 10 MAXIMUM ROOF SLOPE 6/12 DOCUMENT SHEET INDEX - Al FOUNDATION PLAN A2 FLOOR PLAN A3 EXTERIOR ELEVATIONS A4 EXTERIOR ELEVATIONS A5 ARCHITECTURAL DETAILS A6 ARCHITECTURAL DETAILS INSPECTION FOR VERIFICATION OF DRILLED HOLES AND HOLE PREPARATION FOR EPDXY SHALL BE REQUIRED PRIOR TO INSTALLATION OF EPDXY AND RE -BAR (OR BOLTS IF APPLICABLE). INSPECTION SHALL BE INCLUDED WITH FOUNDATION OR CONCRETE INSPECTION. FOUNDATION & FLOOR FRAMING NOTES 1. ALL FOOTINGS SHALL BEAR ON STIFF, FIRM SOIL MEETING THE REQUIREMENTS OF DEFAULT SITE CLASS "D" PER I.B.C. SECTION 1613.5.2. DESIGN IS BASED ON 1500 p.s.f. SOIL. CONTRACTOR MUST VERIFY W/ BUILDING DEPARTMENT THAT THESE CONDITIONS ARE MET PRIOR TO WORK. 2. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE 2x HEM -FIR #2 MIN. TREATED WITH AN APPROVED PRESERVATIVE AND GALV. HOT -DIPPED CONNECTORS (OR) BORATE TREATED HEM -FIR #2 MINIMUM. 3. PROVIDE APPROPRIATE BLOCK-OUTS IN FOOTINGS OR WALLS FOR PLUMBING & ELECTRICAL STUB -OUTS. 4. USE 3000 p.s.i. CONCRETE WHERE REQUIRED BY IRC TABLE 402.2. MAXIMUM COMPRESSIVE STRENGTH AT 28 DAYS. 5. ATTACH THE MUDSILL TO THE FOUNDATION WITH 1/2"x10" ANCHOR BOLTS AND 1/4"x3"x3" WASHER @ 6 FT. O.C. 6. THE FOUNDATION IN THIS PLAN IS DESIGNED PRESCRIPTIVELY. r 60'-0" 23'-0" 20'-4" 16'-8" 4x4 P.T. POST W/ SIMPSON EPB44T ELEVATED BASE ANCHOR AND AC4 POST CAP (TYP) SEE DETAIL 3 ON A5. r \__4" CONCRE1E SLAB (SLOPE 2" TOWARD FRONT OF GARAGE) O N 1'-10%" 8'-3" vi H Z 9 0 ZEVIEW+VED FOR ;'CODE COMPLIANCEAPPROVED 1'-10%" 8'-3" BLOCKOUT FOR MAN DOOR 'JUL 2 9 2013 City of Tukwila 'BUILDING DIVISION 10" 23'-0" 1'-41/" z 634.410D.F.U2'n�------ - PORCH v v COVER 4x10 D.F. #2 - FREE STANDING PORTION OF DECK NOT BEARING ON RIM JOIST BEAR FLOOR JOISTS ON EXISTING FOUNDATION WALL EXISTING FND. WALL L 1'-0" 0 12" CONC. FOOTING 4r / ♦ / • I f - Ci L 0 X 2x8 FLOOR JOISTS, 16" 0.C. PROVIDE X -BRACING BETWEEN POSTS (TYP) EXISTING FND. WALL r, 9 FOUNDATION SEISMIC CONNECTION Provide positive connection at foundation with #4 ) rebar, epoxy embedded a minim 6" into existing foundation at top and bottom of new stem -wall and ea. side of the footing. Rebar shall extend minimum 18" into new foundation tied to new foundation ebar. 4" CINC. SLAB W/ 12" WIDE MONO -SLAB FOOTING INCOMPLETE LTR# 10'-2" 1- i L J 15'-0" 1 LJ 0'-2" 37'-0" FOUNDATION PLAN 1/8"=11-0" RECEIVE CITY OF TU JUN 2 0 PERMIT CE 1 1 I NATHAN GLASS DESIGNS 35349 I 1th CT SW FEDERAL WAY, WA 98023 (253) 508-7062 PROJECT TITLE TAM TRUONG 16836 53rd AVE S TUKWILA, WA 98188 'I SHEETQ LE n FOUNDATION PLAN BY: NG SCALE/$'i .11-0" 05/28/13 DATE: SHEET No. Al. GENERAL CONSTRUCTION NOTES 1. SUB -CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: VERIFYING AND MEETING ALL LOCAL AND STATE CODE REQUIREMENTS, REVIEWING APPROVED PLANS AND COMPLYING WITH ALL APPROVED REQUIREMENTS OF THE BUILDING DEPARTMENT, VERIFY ACCURACY OF ALL DIMENSIONS. DO NOT SCALE THE DRAWINGS. IF DISCREPANCIES OCCUR PLEASE CONTACT THE DESIGNER. 2. FIRE BLOCKING IS REQUIRED AT ALL PENETRATIONS AT THE WALLS AND PLATES, INCLUDING: PLUMBING, ELECTRICAL, AND MECHANICAL PENETRATIONS. FIRE BLOCK AT MIN. 10 FT. O.C. HORIZONTALLY IN WALL CAVITIES. 3. WHERE REQUIRED, USE A MIN. OF 3000 p.s.i. CONCRETE PER I.R.C. TABLE R402.2, INCLUDING: FOUNDATION WALLS, PORCH AND GARAGE SLABS, STEPS, AND ALL OTHER AREAS THAT ARE EXPOSED TO THE WEATHER. MAXIMUM STRENGTH IS AT 28 DAYS. ALLOW ADEQUATE TIME FOR FOUNDATION TO SET BEFORE BACK FILLING. 4. FLASHING IS REQUIRED AT ALL EXTERIOR TRIM EXTRUSIONS, WINDOW SILLS, JAMBS, AND OTHER AREAS THAT WATER MAY INTRUDE. 5. PROVIDE A MIN. 22x30 ROUGH OPENING FOR ATTIC ACCESS 6. NAIL ALL TOP PLATES TOGETHER W/ 10d NAILS @ 12" O.C. AND AT SPLICES W/ 10d NAILS @ 6" O.C. LAP SPLICES A MIN. OF 48" TYPICAL. 9 60'-0" 23'-0" 20'-4" 16'-8" 6'-0" r 50 40 HS 0 i9 NOTE: NO PENETRATIONS BETWEEN GARAGE AND HOUSE \` SURFACE GARAGE/HOUSE SEPARATION WALL W/1/2" GWB CONTINUOUS TO ROOF DECK GARAGE 9 N r 8'x7' O.H.D. 2 8'x7' O.H.D. O M \_ 3;c1ZGLW AM QA R1zOSS FACE OF GARA 2'-0" 8'-0" 3 ?"x12 GLU-LA VI 9 zip Tri 1r6" 8'-0" 1' 4x10 D.F. #2 • PORCH 4x4 P.T. -COVER-P-0S.T4TXP)---- `— EXISTING WINDOW • • REMb1(E AND WALL-IMEXISTING WINDOW • • BEDROOM • EXISTING WALL • • BEDROOM , , , 3056SINGLE )IUNG EGRESS / WINDOW / / / CANTILEVER TRUSSES 11-6" 2'-0" 12'-0" 11'-0" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 7 9 2013 City of Tukwila BUILDING DIVISION 23'-0" EXISTING WALL /i A6" MIN. HEIGHT 1 AILING (4" MAX PICKET SPACING) PORCH COVER 2x8 RAFTERS, 16" 0.C. (BRACED AT MID -SPAN) 2x10 CEILING JOISTS, 16" O.C. 9 m EXISTING HOUSE EXISTING WINDOW / DOOR BEAM POCKET o N?i o 1 2x6 RAFTERS, 16" 0.C. r`. "- LL PORCH COVER ` 1 4x4 P.T. \ _ 1 POST (TYP) SIMPSON CC4 CAP - -•- - - AND BC4 BASE 4x10 D.F. #2 (TYP) 11'-0" 15'-0" o o o N 'Cr Li - FLOOR PLAN 1/8"=1-0" 37'-0" RECEIVED CITY OF TUKWILA JUN 202`3 PERMIT CENTER NATHAN GLASS DESIGNS 3534911th CT SW FEDERAL WAY, WA 98023 (253)508-7062 PROJECT TITLE TAM TRUONG 16836 53rd AVE S TUKWILA, WA 98188 SHEET TITLE FLOOR PLAN BY: NG SCALE/8"=11-0" DATE: 5/28/13 SHEET No. A2 COMPOSITION SHINGLES BELLY BAND RIDGE VENT NOTE: SEE DETAIL 2 ON A6 FOR VALLEY SET FRAMING OVER EXISTING ROOF COMPOSITION SHINGLES SHAKE SIDING I r1_i_jI 1.:11:::IIL:ri1 I1.:1 1 -:i1 :1L:Z:I:L:I'.1 LL'I.I I',I_:.IafiI::I 1. 1 1 1 _t.1 1..I t.1 I _t.1 t...t 1..I 1..1 ! I I. I.1 I:I..L.i..:I.Ii11I,I.I:I:I I.. :I.I. I1.1-1 I LI:I.I-I:_I1.,.t.I1It.I_LIL1I:Ii._11.:.I1.-1:L.::.I.1. tI.I L f I'1 , 1 I I'[ ! 'I' IF' I ' I 1 I ..L._1_1=L:_1__L_I-'I I-Ct Lt 1 . L. I L:L::L^ C f'7 'I" I r C I I i I L I 1'-0" ❑❑❑❑ DODO ❑❑❑❑ DODO ❑ ❑ ❑ ❑ ❑❑❑D ❑❑❑❑ ❑❑❑❑ FRONT ELEVATION (i) 1/8"=1'-0" HORIZ. SIDING NOTE: STRIP OFF EXISTING ROOFING AND UNDERLAYMENT MATERIALS DOWN TO BARE WOOD UNDER VALLEY FRAMING MEMBERS (SEE DETAIL 2 ON A6) EXISTING WINDOW HORIZ. SIDING COMPOSITION SHINGLES RIDGE VENT STONE WRAP COLUMN • r• ;.7:_: • •• ._. I " T F..,..T: fir. iTZ:_i r L EXI~SITII NIND 36" MIN. HEIGHT I RAILING (4" MAX PICKET SPACING) 4x4 P.T. POST (TYP) REAR ELEVATION 1/8"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 9 2013 City of Tukwila BUILDING DIVISION • RECEIVED CITY OF TUKWILA JUN 2 0 2c3 PERMIT CENTER NATIIAN GLASS DESIGNS 3534911Th CF SW FEDERAL WAY, WA 98023 (253)508-7052 PROJECT TITLE TAM TRUONG 16836 53rd AVE S TUKWILA, WA 98188 SHEET TITLE EXTERIOR ELEVATIONS BY: NG SCALEI/8"=11-o" DATE: 5/28/13 SHEET No. A3 MFR. TRUSSES @ 24" O.C. 2x VENT BLOCKING W/ BORED HOLES & INSECT SCREENS. NAIL W/ 8d NAILS @6" O.C. THROUGH ROOF SHEATHING. TOE -NAIL BLOCKING TO EACH TRUSS W/ (1) 10d NAILS EA. END OF BLOCK. SIMPSON H2.5A CLIPS FILL ALL NAIL HOLES. (2) 2x TOP PLATE "SIMPSON" EPB44T OVERHANG EAVE END DETAIL TYPICAL CONNECTOR OR EQUIVALENT INSTALLED PER MFR. INSTRUCTIONS. 3/4"=1'-0" 4x4 POST PER PLAN IIIrrE( I I POST TO TO PIER CONN. "SIMPSON" EPB44T 3/4"=1'-0" ATTACHMENT PER SHEARWALL DETAILS ATTACHED MUDSILL W/ 1/2"x10" ANCHOR BOLT W/ 1/4"x3"x3" PLATE WASHER @ 6-0" O.C. AND 12" FROM CORNERS. EMBED. BOLT A MINIMUM OF 7 INCHES (DO NOT COUNTERSINK.) USE (1) #4 CONT. REBAR IN FOOTING 2x BORATE TREATED MUDSILL (OR) 2X PRESSURE TREATED 4" CONCRETE SLAB OVER COMPACTED GRAVEL FILL .n I I (0 SLOPE GRADE -j 1 I . II' ;;►�.. Y:. -.R 6.. IN 11Q�"=� II' tt �� \i �.... I- aI• !11i —1 1-t-- '--. _rte—.• a 2�- DRAINAGE SYSTEM WHERE REQUIRED PER LOCAL CODES. (HOME OWNER RESPONSIBILITY) REBAR REQUIREMENTS: USE (1) #4 HORIZ. BAR WITHIN 12" OF TOP OF STEM WALL. WHERE A CONSTRUCTION JOINT EXISTS USE (1) #4 VERT. REBAR @ 48" W/ STANDARD HOOK. EXTEND 14" MIN. INTO STEM WALL. (IRC R403.1.3) GARAGE FOUNDATION DETAIL MAX. 4'-6" WALL, MAX. 4'-0" BACKFILL PRESCRIPTIVE FOUNDATION 3/4"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 9 9 2013 City of Tukwila BUILDING DIVISION NAIL TOP PLATES - TOGETHER W/ 10d NAILS @ 12" O.C. BIRD BLOCKING. (OR) CONT. BLOCKING. NAIL THROUGH ROOF I SHEATH. W/ 8d NAILS @ 6" O.C. NAIL MIN. 7A6" WALL SHEATHING W/ 8d COMMON NAILS @ 6" O.C. EDGE AND 12" O.C. FIELD 2x STUDS @ 16" O.C. BOTTOM PLATE 2x MUDSILL (2) 10d NAILS EACH STUD BAY Il Ti,I T n #\ ,rrY 1 1.1�i 1.1 II it II / 11 O.S.B. II STOOD 1.I UPRIGHT' II (OR) � D' BLOCKE LI 11. _ _ _ II II 1.1 II II II II 11 11 I.1 ECEIVED PRESCRIPTIVE • ` '; OF TUKWILA FOUNDATION. EXTERIOR SHEARWALL OVER PRESCRIPTIVE FOUNDATION WALL 1/PERMIT CENTER JUN 202013 PROJECT TITLE TAM TRUONG 16836 53rd AVE S TUKWILA, WA 98188 SHEET TITLE ARCHITECTURAL DETAILS BY: NG SCALE: VARIES DATE: 5/28/13 SHEET No. A5 FASTEN KING STUD TO END OF HEADER W/ (6) 16d SINKER NAILS FASTEN TOP PLATE TO HEADER W/ 2 ROWS OF 16d NAILS @ 3" O.C. 2x4 FRAMING (TYP) FULL HEIGHT STUD (2) 2x4 STUDS MINIMUM 2x MUD SILL CONTINUOUS HEADER ACROSS GARAGE FRONT STRAP TIE: SIMPSON ST2215 W/ 20-16d NAILS (INSTALL ON SIDE OPPOSITE SHEATHING) FASTEN SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3" GRID PATTERN AS SHOWN PER PLAN 7/16" OSB SHEATHING FASTEN @ PANEL EDGES AND TO ALL FRAMING (STUDS, BLOCKING, AND SILLS) W/ 8d NAILS @ 3"o.c. 8d NAILS @ 3" O.C. (1 ROW INTO EACH PLATE) (2) Y2"0 x 10" LONG ANCHOR BOLT w/ 3"x3"xY4" PLATE WASHER W/ MIN 7" EMBEDMENT per R403.1.6 CONCRETE FOUNDATION WALL w/ CONTINUOUS FOOTING • • 1 1 / I . I I I I' c) TYPICAL PORTAL FRAME CONSTRUCTION PORTAL FRAME DETAIL METHOD PFG (R602.10.3.4) 3/4"=1'-0" PORTAL FRAME AT GARAGE DOOR OPENING FOR PANEL SPLICE, BLOCK PANEL EDGE w/(2) 2x4 AND ATTACH EACH PANEL EDGE TO BLOCK w/ 8d NAILS @ 3"o.c. NOTE: STRIP OFF EXISTING ROOFING AND UNDERLAYMENT MATERIALS DOWN TO BARE WOOD UNDER VALLEY FRAMING MEMBERS 2X8 D.F. #2 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 9 2013 City of Tukwila BUILDING DIVISION 2X6 H.F. #2 RAFTERS @24" O.C. Noihk2X6 FLAT NAILER 141Nlikhk VALLEY SET FRAMING OVER EXISTING ROOF 3/8"=1'-0" D F TUKWILA JUN 2 0 2 3 PERMIT CE ITER — w PROJECT TITLE SHEET TITLE BY: NG SCALE: VARIES DATE: 5/28/13 SHEET No. A6 RUPCTU;RAL. NtEE RIN4G www.pacstructuralengineering.com STRUCTURAL ENGINEERING CONSULTANT Innovative Engineering, Built To Last. CORRECTION LTR# PROJECT: PROJECT TITLE TAM TRUONG 16836 53rd AVE S TUKWILA, WA 98188 JOB NO..: 0872 PREPARED FOR: Quincy Nguyen PREPARED BY: ALVIN ChONGMONTRE, P.E. calculation to address the lateral force at garage entrance. REVISION N0: _I_ Q t3`111 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 06 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV. 0 3 2014 PERMIT CENTER PAC STRUCTURAL ENGINEERING DESIGN CRITERIA w , r.pa structurateng n er ng.COrn Innovative Engineering, Built To Last. Seismic Loads (IBC 2012 - ASCE 7-10) Ss = 1.46 (2008 USGS Seismic Hazards Maps) S� = 0.54 (2008 USGS Seismic Hazards Maps) R = 6.5 (ASCE 7 -Table 12.2-1) Building Type S2o = 2.5 (ASCE 7 -Table 12.2-1) Occupancy Category II Seismic Use Group Importance Factor 1.00 Soil Site Class D Building Height (ft) 10 Structure Period T = Ct (hn)A = 0.11 sec SDS = 2/3 Sms = 0.97 SDS = 2/3 Sm, = 0.54 Seismic Design Category D Base Shear Wood Shearwall Ct = 0.02 (ASCE 7 -Table 12.8-2) x = 0.75 (ASCE 7 -Table 12.8-2) Sms = Fa * Ss = 1.46 Sml = F„*S, = 0.81 V= Cs Fa = 1.00 (ASCE 7 - Table 11.4-1) F„ = 1.5 (ASCE 7 - Table 11.4-2) Cs = SDS / (R/I) (ASCE 7 - Eqn. 12.8-2) = 0.149 CONTROLS E EVOEWIED FOR CODE COo MPLYAMCCE NOV 06 2 og Tke es,9lG BUGWDOOMG DGVGSGON Max Cs = SD, / (R/I) * T (ASCE 7 - Eqn. 12.8-3 for T<=TL) = 0.743 Min Cs = 0.01 = 0.010 (ASCE 7 - Eqn. 12.8-5) Where St >= 0.6g Min Cs = 0.5 * St / (R/I) (ASCE 7 - Eqn. 12.8-6) = 0.042 RECEIVED CITY OF TUKWILA NOV _0 3 2 PERMIT CENTER PAC STRUCTURAL ENGINEERING DESIGN CRITERIA Wind Loads (IBC 2012 - ASCE 7 2010) Basic Wind Speed Exposure Building Category Importance Factor Mean Roof Height (ft) Parapet Height (ft) Exp. Coefficient @ h=12ft Exp. Coefficient @ h=12ft Topographic Coefficient Directionality Coefficient a qh qp V h hp KZ KZ Kn Kd = 0.4*h = 4.8 ft = 0.1*L = 3.51ft .04*L 1.4 0.00256 KZ Kn Kd V2 1 = 0.00256 KZ Kn Kd V2 1 Main Force Resisting System 7 p = qh * [(GCpf) -(GCp,)] Windward Roof Leeward Sidewall Windward Corner Roof Corner Leeward Corner Zone 1 2 4 5&6 1E 2E 4E GCpf 0.56 -0.69 -0.43 0.45 0.80 -1.07 -0.64 Windward + Leeward (Typ) 0.99 Windward + Leeward (Corner; 1.44 Parapet pp = qp * GCpn GCpn _ Components and Cladding Part 1 p = qh * [(GCp) -(GCp,)] Roof Typical Roof Typical Roof Edges Wall Typical Wall Corner (Neg) Zone GCp 1 1 2 4 5 -0.90 0.20 -1.10 -0.95 -1.10 Part 6 p = qh *[(GCp) -(GCp,)] Canopies (Typ) Canopies (@ Corner) Parapets Case A Case B -1.70 -2.80 1.90 1.70 wwwspacstructurafenglneeringoccm Innovative Engineering, Built To Last. = 110 = B = II = 1.00 12.0 ft 12.0 ft 0.90 0.90 = 1.0 0.85 (ASCE-7 Figure 26.5-1A) (ASCE-7 Table 28.3-1) (ASCE-7 Table 28.3-1) (ASCE-7 Figure 26.8-1) (ASCE-7 Table 26.6-1) Corner / Edge Zone = 3.5 ft 2a= 7FT = 23.7 psf (ASCE Eq. 28.3-1) = 23.7 psf (ASCE Eq. 28.3-1) (Low Rise Buildings -ASCE Eq. 28.4-1) GCpi ±0.18 ±0.18 ±0.18 ±0.18 ±0.18 ±0.18 ±0.18 Design Wind Load p 17.5 psf -20.6 psf -14.5 psf 14.9 psf 23.2 psf -29.6 psf -19.4 psf 23.5 psf 34.1 psf (Low Rise Buildings -ASCE Eq. 28.4-2) 1.5 Windward 35.5 psf -1.0 Leeward -23.7 psf (Low Rise Buildings -ASCE Eq. 30.4-1) GCpi ±0.18 ±0.18 ±0.18 ±0.18 ±0.18 Design Wind Load p -25.6 psf 9.0 psf -30.3 psf -26.8 psf -30.3 psf GCpf From ASCE Figure 28.4-1 Rf VGEV ED k)R. CODE CO PLMCE X01 06 2an Clot T(UG3Ffv^iG l MLDNO DDMSGOM GCp From ASCE Figure 30.4-2A Figure 30.4-2A Figure 30.4-2A Figure 30.4-1 Figure 30.4-2 (Low Rise Buildings -ASCE Eq. 30.9-1 and 30.10-1) -40.3 psf -66.4 psf 45.0 psf 40.3 psf Canopy - From Overhang values in Fig 30.4-2A through 30.4-2C RECEIVED CITY OF TUKWILA NOV 0 3 2 PERMIT CENTER i PA STRUCTURAL ENGINEERING www.pacstructuralengineering.com STRUCTURAL ENGINEERING CONSULTANT Innovative Engineering, Built To Last. 68'-5" 31'-5" 20'-4" 16'-8" 20'-0" 11'-5" i 10'-0" 10'-0" lo -dons STEPS TO GRADE AS REQUIRED WOOD DECK CEILING JOISTS - 2x10,(i.F. #2 @ 16' RAFTERS - 2x6 M.F,N2 @ 16" 21C. (-- • • • • • • • • I •1 1• GARAGE 16'x12' 9 v NOTE: ANO PENETRPTIONS BETWEEN GARAGE AND HOUSE SURFACE GARAGE/HOUSE 6ELIARATION WALL W f" GWB CONTINUOUS TO .ROOF.DECK 2x6 H.F #2 CEILING JOISTS ' 16" O.C! 4x10 D.F. t12 PORCH 4x4 P.T. _COYER- ROST4TYP)- - - EX13T1NG WINDOW — • • REMOVE AND' WALL•IN EXISTING WINDOW s� BEDROOM EXISTING • • O 8'x7 O.H.D. 1 2"x12 GLU-LAM vi i 9 m 1 2'-0" _ 1%"x12.GWdAM CONI.- - _ ACROSS FACE OF GARAGE 16'-0" 2'-0" 20'-0" • 8'-0" I 1'-8w" 11'-5" WALL , CANTILEVER TRUSSES i BEDROOM / 30 SINGLE HUNG EGRESS WINDOW /8"=1'-0" 31'-5" EXISTING WALL 3(6" MIN. HEIGHT " ttAILING (4" MAX PICKET SPACING( PORCH COVER 2x8 RAFTERS, 16" 0.C. (BRACED AT MID -SPAN) 2x10 CEILING JOISTS, 16" O.C. 9 EXISTING HOUSE BEAM POCKET EXISTING WINDOW / DOOR LIVING ROOM DINING ROOM 1'-0" 10 u o4-1tt . o' tIMPSON CC4 CAP AND BC4 BASE (TYP) 11'-0" 2x6 FIAFTERS,16' 0.C. PORCH COVER 1 4,14 P.T. 1 POST (TYP)• - 4x10 D.F.#2 15'-0" 11'-0" 37'-0" NEW PROPOSED GARAGE ADDITION - CONNECTS FROM ING DETACHED 0 EXISTING NOTE: SEE DETAIL 2 ON A6 FOR VALLEY SET FRAMING OVER EXISTING ROOF COMPOSITION SHINGLES SHAKE SIDING N f TOP PLATE HEIGHT ^✓ FOR PORTAL FRAM C F1 n nnnnI Irl u nnn n 1:_.1 1'-0" 1 /8"=1-0" EXISTING WINDOW HORIZ. SIDING REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 6 2014 City of Tukwila BUILDING DIVISION STONE WRAP COLUMN RECEIVED CITY OF TUKWILA NOV. 0 3 2014 PERMIT CENTER www.pacstructuralengineering.corn STRUCTURAL ENGINEERING CONSULTANT $dTRULCTURAL E RING ENG,I4NJAInnovative Engineering, Built To Last. ' GRAVITY DESIGN wind governs Fwindward corner= 23.2psf x 7'x18'/2 = 1461# Fwindward typ= 17.5psf x R3572)-71)(18'12 = 1653# F total = 3.1k .6W = 1.86k FE = 18'x22'xl5psfx0.149 = 885# .7E = .619# provide simpson SW24x10 Va = 3k > 1.86k ok 31'-5" 20'-4" 11'-5 1 }—" 3'b"41215 M COPA._ ACROSS FACE OF GARAG STEPSTO GRADE A5 —/ REQUIRED WOOD DECK PORCH 454 P.T. t _COVER_ POSTITVP)- • EXIiTING WINDOW — NOMOTE: • PENETR IONS I • BETWEENG RAGE - I \ REMOVEANE'', AND HOUSE may. WALL -IN EXISTING • SURFACE WINDOW • GARAGE/HSEBEDROOM CEILING JOISTS,- 2x16 N.F. 02 @ 16 ,, ,,RATIO WAIL RAFTERS - 2x6 EI.F.1/2 @ 16" PIC W/ n" GWB CONTINUO - TO A00EDECK 2x6 H. 6'x12' 0716.0. GARAGE JOISTS 9 74 2 CEILING 16" O`C/ 8'x7 0.H.D 3 9 31'-5" "xl GLU-LAM G0 T61S4 WALL 7 /1 • BEDROOM \ 3j74460 HU00NG5EGRESS1 WINDOW _ CANTILEVER 1 TRUSSES 1.-8w) 11'-5" EXISTING WALL 36" MIN. HEIGHT MAILING (4" MAX PICKET SPACING) PORCH COVER FIIB RAFEERS, 16'0.0 BRACED 01 MID -SPAN), 2x L0 CEILING JOISTS, 16" O.C. 6a EXISTING HOUSE EXISTING WINDOW / DOOR BEAM POCKET LIVING ROOM DINING ROOM 1'-0 7?6 o0 716 AFTERS 16' 0.0 r, a o " PORCH COVERci p a I 4x4 P.T, SIMPSON CC4 CAP POST (TVP) •.. AND BC4 BASE 4x10 D.F. 02 ITVP) - 6 11'-0" 1V-0" LO REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 6 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 0.3 2014 PERMIT CENTER STRUCTURAL ENGINEERING www.pacstructuralengineering.com STRUCTURAL ENGINEERING CONSULTANT Innovative Engineering, Built To Last. PROJECT: PROJECT TITLE TAM TRUONG 16836 53rd AVE 5 TUKWILA, WA 98188 COMMENT RESPONSES 27 MAY 20 15 JOB NO.: 0872 PREPARED FOR: Quincy Nguyen PREPARED BY: ALVIN ChONGMONTRE, P.E. FILI RECEIVED CITY OF TUKWILA JUN 16 2015 IS PERMIT CENTER biq 1 Truong Res 16836 53rd Ave S Tukwilla 06/10/15 Page 1 of 6 • MEMBER REPORT roof, garage plan east wall beam FORTE 1 piece(s) 4 x 12 Douglas Fir -Larch No. 2 r + 0 Overall Length: 11' 1" PASSED 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. DesIgn,Results Actual ®IacetIOn Allowed " ' Resuk` % ; ' LDF' Load: Combination Pattern Member Reaction (lbs) 2715 @ 2" 5206 (3.50") Passed (52%) -- 1.0 D + 1.0 S (All Spans) Shear (lbs) 2113 @ 1' 2 3/4" 5434 Passed (39%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft -lbs) 7078 @ 5' 6 1/2" 7004 Passed (101%) 1.15 1.0 D + 1.0 S (All Spans) Uve Load Defl. (in) 0.136 @ 5' 6 1/2" 0.538 Passed (L/951) -- 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.222 @ 5' 6 1/2" 0.717 Passed (LJ582) -- 1.0 D + 1.0 S (All Spans) • Deflection criteria: U. (L/240) and 11. (L/180). • Bracing (Lu): All compression edges (top and bottom) must be braced at 6" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing Is required to achieve member stability. • Applicable calculations are based on NDS 2005 methodology. Supports Bearing Length Loads to Supports °(lbs)." Accessories Total i Available Required Dead We Snow Total, 1- Stud wall - SPF 3.50' 3.50' 1.83' 1053 1330 1663 4046 Blocking 2 - Stud wall- SPF 3.50" 3.50" -1.83" 1053 1330 1663 4046 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. LoaVI9 Location 'Tributary Width, Dead ' (0:90) Roof Live (non•snewr1.25)(1.15) Sn•ow' Comments, 1 - Uniform (PSF) 0 to 11' 1" 12' 15.0 20.0 25.0 Roof 1 eyerhaeuser,Notes Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation Is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, Input design loads, dimensions and support Information have been provided by Forte Software Operator RECEIVED CITY OF TUKWILA JUN 16 2C15 PERMIT CENTER Forte Software Operator Job Notes Alvin Chongmontre Alvin (253)414-7979 pairotc@gmaii.com ruong I(es 16t336 53rd Ave S l u System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC Design Methodology : ASD Member Pitch: 0/12 SUSTAINABLE FORESTRY INITIATIVE PROVIDE INTERMEDIATE SUPPORT TO NOT EXCEED MAX SPAN. 6/10/2015 8:55:33 PM Forte v4.6, Design Engine: V6.1.1.5 Page 1 of 1 Page 5 of 6 r WoodWorks® Sizer SOFTWA psi studwall WoodWorks® Sizer 10.2 Additional Data: FACTORS: F/E(psi)CD CM Ct CL/CP CF Cfu Cr Cfrt Ci Fv' 150 1.60 1.00 1.00 - - - - 1.00 1.00 Fb'+ 850 1.60 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 Fc' 1300 1.15 1.00 1.00 0.466 1.100 - - 1.00 1.00 Fc'comb 1300 1.60 - - 0.354 - - - - - E' 1.3 million 1.00 1.00 - - - 1.00 1.00 Emin' 0.47 million 1.00 1.00 - - - 1.00 1.00 Fc* 1300 1.15 1.00 1.00 - 1.100 - - 1.00 1.00 Fcp sup 405 - 1.00 1.00 - - - 1.00 1.00 CRITICAL LOAD COMBINATIONS: Shear : LC #4 = .6D+.6W, V = 77, V design = 77 lbs Bending(+): LC #5 = D+.6W, M = 191 lbs -ft Deflection: LC #4 = .6D+.6W (live) LC #5 = D+.6W (total) Axial : LC #2 = D+S, P = 550 lbs Eq.15.4-1 : LC #5 = D+.6W fb= 286 Fb'= 2033 FcE= 899 Pxe/S=fc(6xe/d)= 33 Support : LC #2 = D+S; R = 550 lbs, Cap = 4176, Lb = 1.50", Cb = 1.25 D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 27606 lb-in2 "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. COMMENT 1 Page 2 2x6 @ 16" Or GARAGE WALL C 4 5 2 5 5 5 2 2 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. FIRE RATING: Joists, wail studs, and multi -ply members are not rated for fire endurance. 2x6 @ 16" OC GARAGE WALL OK RECEIVED CITY OF TUKWILA JUN 16 2;; PERMIT CENTER Truong Res 16836 53rd Ave S Tukwilla 06/10/15 Page 4 of 6 I1PA .11N- 'MikER NG www.pacstructuralengineering.com STRUCTURAL ENGINEERING CONSULTANT Innovative Engineering, Built To Last. GRAVITY DESIGN wind govems Fwindward corner= 23.2psf x 7'x18'/2 = 1461# Fwindward typ= 17.5psf x [(35'12)-7]x18'12 = 1653# F total = 3.1k .6W=1.86k FE = 18'x22'xl 5psfx0.149 = 885# .7E = .619# 0.3. 20'4" 16'-6" 20'-0" 11'3" 10'-0. 100 000NGl01575.1x10aF'R2®®16 0807005- 2,6 P.FM ®16"0t K 13',11'"D:i(.b. GARAGE e 0IUSTEPDEES ro 0 -•� RFQUPfD W00D DECK NOM TIDPFNRR/GOM GETWIEN AND NOISE LLE SURFACE GARAGE/NOISE RAI. WALL 8fV/`UWE EamNJ0LG TO RDDPDECx. 2,6 H.F n CORNG JOISTS ID 16" 0.C� 8,7 0.0.0. PORCH WV.T. \ 1 SP'KKK MOOR NOV WRONG) WALING WINDOW -MMOVE ANOG.N6 W WINDOW RONmw BEDROOM _OwuA5LLN4_ _ 3'6"y12aLlf"IuM CONT. ACROSS FACE OF GAMGi 16'-0.� "x12 GLU4AN BEDR00M,' 941 Snell NG EGRSS/ WINDOW CANTILEVER TRIOSES 11'3" sheath both sides. nail w/ 8d @ 6" oc panel edges and 12" oc field. provide Simpson HDU4. embed anchor 8// with HILTI HIT HY200 epoxy. 31'3" Gum la o •h SIMPSON CCA CPP - AND BEA RASE RTN 11'0" PORCH M000EPjIrOL �115DATNIDYM 2,60 CDUNC IOIS S. 16" 0.0 A LUSTING NOUSE Bw.}rocxR COSTING WINDOW DOOR LMNG R00M DINING R00M 1'-0" hOKMlER1WOC y PORCH COVER ;, ^� 1x10 D.F. p22 '3 1S-0" 11,0" 37'-0" Truong Res 16836 53rd Ave S Tukwilla 06/10/15 16" RECEIVED CITY OF TUKWILA JUN 1 6 2O5 PERMIT CENTER Page 6 of 6 INSPECTION RECORD Retain a copy with permit IN 'ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 N3- It / Project:/� 'Type 1 rel v Ate -tat t of Inspectionk r.otkk. c vj cstr C -Ft `) &&4-wa Addre s: f 36 »(4ve_ fo , Date Called: ieRi-eotet( cs 3; 11- Special Instructions: if/11Date 4)(ante j 7 L5 a.m. p.m. Requester: ( .10et-tee— if ' --‘71Q— coveoe- V-° 7 Q— Phone No: , & e_V4415 io k 'k- eal & a 1,� w ( f--.-ak e f 3 V ID Approved per applicable codes. ® Corrections required prior to approval. COMMENTS c( s 0 , f r- jI , cstr C -Ft `) &&4-wa (1 S 7D toe -Duct r (e c4 vcz 'ev ieRi-eotet( cs 3; 11- -1---° fbr P (4% 2 (. d ei rrd (2 _e-ct e.frt- - 6,171 of eav(kJ '(/qf ( .10et-tee— if ' --‘71Q— coveoe- V-° 7 Q— acid pitt1(C 5V , & e_V4415 io k 'k- eal & a 1,� w ( f--.-ak e f 3 V ID i'‘. � Si ,,("r ty LAR / f-s- e(er.-ttl c-cr t per (`-1-- t (hfl Lr(( Fes-- Uc-t --'' \ Inspector: Date;,_ CREINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. April 19, 2016 Tuan Truong 16836 53 Avenue S Tukwila, WA 98188 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Request for Permit Extension #2 Permit Number D13-191 Dear Mr. Truong, This letter is in response to your written request for an extension to Permit D13-191. The Building Official Jerry Hight has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension of 180 days to the permit, through October 18, 2016. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D13-191 W:\Permit Center\Extension Letters\Permits\2013\D13-191 Permit. Extension #2.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • • 4/5/16 City of Tukwila Permit Center — Dept of Community Development 6300 Southcenter Blvd Ste 100 Tukwila, WA 98188 RE: Permit # D13-191 TRUONG Remodel 16836 53rd Ave S To whom it may concern, RECEIVED APR 0 8 2 6 Community Development I am writing this letter as a request for a permit extension on my home remodel. Unfortunately, I have run into some financial burdens and am unable to continue the remodel at the moment, due to the inability to purchase materials for construction. I will be getting back on track with the allotted time to finish my remodeling plans. Please do not hesitate to call me at 206-883-8362 or email me at tuan-truongPhotmail.com if you have any questions. I look forward to hearing back from you. Sincerely, Tuan Truong Request for Extension # 2 Current Expiration. Date: LI -10-10 Extension Request: Approved for 1 days Denied (provide explanation) I f Signature/Initials1-4Z 3/1/2016 • City of Tukwila Department of Community Development TUAN TRUONG 16836 53 AV S TUKWILA, WA 98188 RE: Permit No. D13-191 TRUONG REMODEL 16836 53 AV S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 4/18/2016. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 4/18/2016, 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, Bill Rambo Permit Technician File No: D13-191 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 4/1/2015 r • City of Tukwila Department of Community Development TUAN TRUONG 16836 53 AV S TUKWILA, WA 98188 RE: Permit No. D13-191 TRUONG REMODEL 16836 53 AV S Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 5/23/2015. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates anew 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 5/23/2015, your permit will become null and void and any furtherwork on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D13-191 6300 Snuthcenter Boulevard Suite #100 • Tukwila_ Washinotnn 9RIRR • Phone 206-431-3670 • Far 206-431-3665 • City of Tukwila Department of Community Development September 04, 2014 TUAN TRUONG 16836 53 AV S TUKWILA, WA 98188 RE: Correction Letter # 2 to Revision #1 DEVELOPMENT Permit Application Number D13-191 TRUONG REMODEL - 16836 53 AV S Dear TUAN TRUONG, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. (BUILDING REVIEW NOTES) 1. The proposed portal frame detail is out of the previous 2009 IRC for Seismic Design Categories A, B and C. Revise the design for the portal frame detail to meet current 2012 IRC codes for Seismic Design Categories D1 and D2. The design shall meet prescriptive codes; otherwise an engineered design shall be required. (IRC TABLE R602.10.6.1) Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D13-191 (i7M Qnuthrontor Rnulounril.Cuita'tlnn • Tulruoiln Wnchinotnn 9R1RR • Phnno 7(6-431-7670 • Far 706-d71-7665 August 8, 2014 Tuan Truong 16836 53 Avenue S Tukwila, WA 98188 • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Request for Extension Permit Number D13-191 Dear Mr. Truong, This letter is in response to your written request for an extension to Permit D13-191. The Building Official Jerry Hight has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension of 180 days to the permit, through February 5, 2015. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, 1 !� ' A� Jennifer arshall �ernplt T hnipian \J File: Permit No. D13-191 W:\Permit Cente,\Extension Letters\Permits\2013 \.D13-191 Permit Extension.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 August 06, 2014 • City of Tukwila Department of Community Development TUAN TRUONG 16836 53 AV S TUKWILA, WA 98188 RE: Correction Letter # 1 to Revision #1 DEVELOPMENT Permit Application Number D13-191 TRUONG REMODEL - 16836 53 AV S Dear TUAN TRUONG, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. (BUILDING REVIEW NOTES) 1. The revision shall require additional information and clarification. One garage is shown to be raised. This also affects the portal framing and shear -wall framing due to the increase in height with increase in lateral Toads for seismic and wind. Provide revised framing details for the additional height increase; this may require an engineer. Provide all related dimensions for that revised garage. Also provide more clarification on the revision, particularly the elevation view to show the previous and the proposed change comparison with more specific notes and dimensions. The same is for all other plan changes. 2. Provide specific framing details with dimensions for design changes to include garage, window and deck. Provide details for foundation alterations or alterations, floor framing, wall and roof framing. Specify all framing members, sheathing type and sizes to include related fasteners and hardware. 3. On the floor plan specify or name the room affected by the window changes. The new bay window shall require exterior supporting wall alterations. Identify header and beam sizes with framing specifications. 4. Show the deck details for post and frame including decking and guardrail specifications. If there is a stairway, show this. Show the deck on the elevation views. PLANNING DEPARTMENT: Carol Lumb at 206-431-3661 if you have questions regarding these comments. • 1. The revision to the garage to extend it further towards the rear property line does not comply with TMC 18.70.050 6, which states: "Single-family structures in single- or multiple -family residential zone districts, which have legally non -conforming building setbacks, shall be allowed to expand the ground floor only along the existing building line(s), so long as the existing distance from the nearest point of the structure to the property line is not reduced, and the square footage of new intrusion into the setback does not exceed 50% of the square footage of the current intrusion." • The current intrusion into the setback is 37 feet in length - 50% of this distance is 18.5 feet. The proposed garage is 20 feet in length and is therefore too long to be permitted. 2. The revised plans show a ten (10) foot addition to the rear of the deck. The site plan shows there is only 6 feet from the rear of the current porch to the property line. The 10 foot addition to the deck cannot be permitted as it expands the current nonconformity of the deck's setback. 3. Please revise the site plan to accurately reflect the bay window extension and the existing extension of the fireplace along the right elevation. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, 1:;440 Bill Rambo Permit Technician File No. D13-191 PERMIT EXTENSION REQUEST City of Tukwila CIO Permit Center Department of Community Development 6300 Southcenter Blvd Suite #100 Tukwila, WA 98188 To Whom it May Concern, July 18, 2014 RECEIVED i JUL 2 2 2014 9ERMiTCENTEI This letter is to request an extension of permit #D13-191 for a single period of 180 days. This permit is for work at 16836 53rd Ave S Tukwila, WA 98188: Job Address I have recently become very ill and it has affected my ability to be able to physically complete the tasks in which the permit allows. I am requesting an extension to allow ample time for recovery to continue work in an efficient manner. I also understand that if the permit for which I am requesting an extension for has expired by reason of any of the provisions of the above code, I will be required to obtain a new permit covering the proposed construction and the original permit fees* will be applied and due prior to Issue. Sin er ly Y Tuan Truon Permit Hold r r/Owner 0A\1-\\ , 7/1/2014 • City of Tukwila Department of Community Development TUAN TRUONG 16836 53 AV S TUKWILA, WA 98188 RE: Permit No. D13-191 TRUONG REMODEL 16836 53 AV S Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 8/9/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 8/9/2014, 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, "zP Bill Rambo Permit Technician File No: D13-191 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 July 5, 2013 Tuan Truong 16836 53 Ave S Tukwila, WA 98188 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Correction Letter #1 Development Permit Application Number D13-191 Truong Remodel —16836 53 Av S Dear Mr. Truong, 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 Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Planning Department: Brandon Miles at 206 431-3684 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431-3670. Sincerely, Fileo. D13-191 W:\Permit Center\Correction Letters\2013\D13-191 Correction Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 DATE: CONTACT: RE: ADDRESS: ZONING: STAFF: PLANNING DIVISION COMMENTS July 2, 2013 Tuan Truong D13-191 16836 53rd Ave South LDR Brandon Miles, Senior Planner The Planning Division of DCD has reviewed the above permit application. The permit application cannot be approved. 1. Staff is unable to verify the setbacks on the site plan provided. Prepare a new site plan, to scale, that shows the location of the existing building; proposed addition; any assessory structures; and existing lots lines. June 4, 2013 Tuan Truong 16836 53 Av S Tukwila, WA 98188 1 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Incomplete Letter #1 Development :Permit Application Number D13-191 Truong Remodel —16836 53 Av S Dear Mr. Truong, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 3, 2013 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433-7163 if you have any questions regarding the attached comments. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, 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. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431-3670. Sincerely, -70,4 Bill Rambo Permit Technician File No. D13-191 6V::Permit CenterlIncomplete Letters120131D13-19I Incomplete Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: June 4, 2013 Project Name: Truong Remodel Permit #: D13-191 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide a floor plan of the house that identifies the rooms and exterior openings next to the garage addition. There shall be no openings (windows) into the garage other than a 20 minute exterior weather stripped door. No openings shall open into a bedroom. 2. Provide a detail for the roof over -framing. Specify existing roofing shall be removed down to the sheathing prior to installation of the roof over -framing. Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. so PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D13-191 PROJECT NAME: TRUONG REMODEL SITE ADDRESS: 16836 53 AVE S Original Plan Submittal Response to Correction Letter # DATE: 04/02/15 Revision # before Permit Issued X Revision # 2 after Permit Issued DEPARTMENTS: Buil ng Division IS Public Works r ire t'revention Structural PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: Planning Division in Permit Coordinator 1101 DATE: 04/07/15 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 05/05/15 n Approved with Conditions 71 ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D13-191 PROJECT NAME: TRUONG REMODEL SITE ADDRESS: 16836 53 AV S Original Plan Submittal X Response to Correction Letter # 2 DATE: 11/03/14 Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: �-�- /1-10 k17.14,-(11 Building Division Public Works ❑ Fire Prevention Structural n Planning Division Permit Coordinator 111 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 11/04/14 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n (corrections entered in Reviews) Notation: Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 12/02/14 n n -��- .4-1 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D13-191 PROJECT NAME: TRUONG REMODEL SITE ADDRESS: 16836 53 AVE S Original Plan Submittal X Response to Correction Letter # 1 DATE: 08/15/14 Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: Al- COW SZ--e- Building Division MI Public Works ❑ Fire Prevention Structural co_ ii6Y q -/-11-f Planning Division si ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 08/19/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 09/16/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only a CORRECTION LETTER MAILED: l v) Departments issued corrections: Bldg I1. Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 • • PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D13-191 PROJECT NAME TRUONG REMODEL SITE ADDRESS 16836 53 AV S Original Plan Submittal DATE: 07/14/14 Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: Coo Building Division 4A- Fire Prevention Structural c?COW? Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 07/17/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 08/14/14 ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire 0 PInglijr PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: 013-191 DATE: 07-19-13 PROJECT NAME: TRUONG REMODEL SITE ADDRESS: 16836 53 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building Division n Public Works Fire Prevention Structural n n Are \r'I—S—t3 Planning Division Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 07-23-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 08-20-13 Not Approved (attach comments) n DATE: Permit Center Use Only! CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 bPERMIT COORS COP, PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-191 DATE: 06/20/13 PROJECT NAME: TRUONG REMODEL SITE ADDRESS: 16836 53 AV S Original Plan Submittal X Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural bim amid ° '4' i1 ❑ Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 06/25/13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUESITHURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DUE DATE: 07/23/13 DATE: Permit Center Use Only CORRECTION LETTER (MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping PW 0 Staff Initials: OPERMIT COORD C PLAN REVIEW/RaUTING SLIP ACTIVITY NUMBER: D13-1.91 DATE: 06/03/13 PROJECT NAME: TRUONG REMODEL SITE ADDRESS: 16836 53 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Nublic '� W rks 4 ire Prevention r AWE Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete Xr- DUE DATE: 06/06/13 Not Applicable ❑ Comments: Permit Center Use qtr. INCOMPLETE LETTER MAILED: ' tJ LETTER OF COMPLETENESS MAILED: t' Departments determined incomplete: Bldg.81" Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07/04/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center.Use Only', CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: PROJECT NAME: SITE ADDRESS: 0 S� S PERMIT NO: ORIGINAL ISSUE DATE: 8-.7:13 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INIT LS 1 -7-[“—li- , A. ' . , ,, i.O� it -1 -4' - - •,... Summary of Revision: f, u 'f 114/rfAff,\J Q .7111A0 -r _wo N a. Received by: ` _ '1101k) N 4 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIA S 2. r4-- lti 'r5 2{-��`i''I� Summary of Revision: G.1444i01i i4 6i D - PO A K,i 1''o le*A 3 griA6 € -ha f, u 'f 114/rfAff,\J Q Received by: 1 T6( tlj U,0lei-- (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION - NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) 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 RECEIVEn !P, 0 2 2015 ObAikl,(#'Mt;N C Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 41 Z 1 1,c Plan Check/Per-mit Number: 0 Response' to Incomplete Letter # Response to Correction Letter # Revision # _ '2- after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name:b jiAtk- Project Address: I t? 83 C l r F. var a- I Contact Person:I-m/1` "T1� Phone Number J C16-- 2t---(r— Summary Sumrnary off ]�[levesnon � p ich, 01 •r?t 2 C e, 4)-tull 3 ?licit__ ct‘ Sheet Number(s): "Cloud" or highlight all areas of revision including dat• o rev s'o Received at the City of Tukwila Permit Center by: 1 ` 0 Entered in TRAKiT on • 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: Plan Check/Permit Number: D 13 41 ❑ Response to Incomplete Letter # Response to Correction Letter # 2_ Revision# after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ‘T---047\0 4 - Project Address:'. Contact Person: A -'V 1(jb N c\__ Phone Numbe Summary of Revision: C \- Cf C���, rt, ?.0• 6 c-- rtt:.,::�tG� TIIKVintA .03201'. PERMITC€NTER Sheet Number(s): "Cloud" or highlight all areas of revision includin date of r,qvt,on Received at the City of Tukwila Permit Center by: a ---Entered in TRAKiT on • 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: i 1 C14 Plan Check/Permit Number: Tb / 3 -/ q I ❑ Response to Incomplete Letter # RECEIVED Response to Correction Letter # 1 --tV 7ReaS1a'n ii- CITY OF TUKWIIA ❑ Revision # after Permit is Issued AUG 1 5 2014 ❑ Revision requested by a City Building Inspector or Plans Examiner )FpKn" irrFP Project Name:"TPV,�k) Project Address: 1 t' R3 4re Contact Person: Summary of Revision: Phone Numbe : c C a6g,- CarreCit,oA Sheet Number(s); "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on (Nr//,S7/ / • 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: /¢ t 14 Plan Check/Permit Number: D 1 -1 gl ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # "G-- Revision # L after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 2 (' /n Project Address: ( 6'36 ,3 4 AV C. Contact Person: I 11,4 1141-4N 6--- Phone Numbe 2-03 6 7 Summary of Revision: C/tVIVI s- k)it ct RECEIVED UKWILA T �1.6L 1 214 PgRMIT Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Ea- Entered in TRAKiT on —11 ' l 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: b ❑ Response to Incomplete Letter # Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: O Iv 12 h O'Q/( Project Address: 16 ? Sj Col 4g- s— JI ,i VIU1 L L (L)A q bl g Contact Person: 1A" ` — uot&r Phone Numbek 209 9 G 1 6 "2 S 10 ' Summary of Revision: yo i I ok4. sC-k TINT) ., C9i, Of TUKWILA !JUL 19 20131 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all aiear of revision`includii gdafe.of revision'. Received at the City of Tukwila Permit Center by: Entered in Permits Plus on -1,tcr-(3 H:\Applications\Fonns-Applications On Lane\2010 Applications\7-2010 - Revision Submittal.doc Created: 8-13-2004 Revised: 7-2010 1111 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: htty: //www; ci, tukwila wa us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan ChecWPermft Number: D13-191 Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Truong Remodel Project Address: 11683 6 53 Av S Contact person: -I140 --(Laz 6 Phone Number: \O C) G 7 b –2-cc-Cs— Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Cen er by: Entered in Permits Plus on L 9'9 1#1 \appIicationslforms.applications on linelrevision submittal Created: $-13-2004 Revised: CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplanPci:tukwi]a.wa.us Permit Center/Building Division 206 431-3670 Public Works Department 206 433-0179 Planning Division 206 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: 11) I� 1 STATE OF WASHINGTON) ) ss. COUNTY OF KING ) -!U AO A. e iJ C�- , states as follows: [please print name] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 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 constr ion work. #47:04. tie ` Z1) . 'hi,;N ratteel Owner/Owner's Signed and sworn to before me this dayof 220/3. NOT Y PUBLIC in and for the State of Washington Residing at % �/% , County Name as commissioned: --c641 &tie( My commission expires: