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Permit D18-0160 - ZEIGER RESIDENCE - NEW GARAGE
ZEIGER GARAGE 12208 48T" AVE S D18-0160 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0179001340 Permit Number: 12208 48TH AVE S ZEIGER GARAGE Issue Date: Permit Expires On: D18-0160 10/12/2018 4/10/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: STAFFORD KEITH PO BOX 68071 ZEIGER HOWARD, TUKWILA, WA, 98168 HOWARD ZEIGER PO BOX 68071, TUKWILA, WA, 98168 OWNER AFFIDAVIT - HOWARD ZEIGER HOWARD ZEIGER 12208 48 AVE S , TUKWILA, WA, 98178 Phone: Phone: Expiration Date: DESCRIPTION OF WORK: CONSTRUCT A SINGLE STORY 320 SQ FT DETACHED GARAGE Project Valuation: $16,825.60 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $738.80 Occupancy per IBC: U Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No (.) Permit Center Authorized Signature:klal Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 5: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: All wood to remain in placed concrete shall be treated wood. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. o 11: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0201 FOOTING 0200 FOUNDATION WALL 0409 FRAMING 0606 GLAZING 0401 ROOF SHEATHING 0413 WALL SHEATHING/SHEAR CITY OF TU A ILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 irukwild,"YVA 98188 http://www.TukwilaWA.gov Bu,ilding Permit No. b[9, 01(96 Prbject No. Date Application Accepted: 5—� -�(g — --.H ti � 1 Date Application Expires (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 2,-248+ 1,4 tra kv Q 'MK W LLAt 1,64, Qr3 l/ f3 `' King Co Assessor's Tax No.: 0 1 /CID6 "4' 1345 07 Site Address: tan i.�, A. 3 c S Suite Number: Floor: Tenant Name:ROV iLD €aek, I E PROPERTY OWNER Name: 0LO MR:D kiteukk.D.2.etcyce. GIG C(. kEITI-I FRP Adir. LiSW AJC'.,. City: Cit UK 4.5 Lot, Stat&, J it j 7 D CONTACT PERSON — person receiving all project communication Name: 0LO MR:D Company Name: GIG C(. Address: Architect Name: City: State: Zip: : p �' j 7.... Phoned ®6 7 4 Lib t3 . /Zip: /" . Email: 44,4...... 44 Exp Date: , GENERAL CONTRACTOR INFORMATION Company Name: Company Name: Address: .a Architect Name: City:ill State: Address: Zip: : p Phone: Fax: Cit}_ e' State: Contr Reg No.: Exp Date: , Tukwila Business License No.: Email: /`7g H \Aj plications\Forms-Applications On Line12012 Applications\Fermit Application Revised - 2-7-12.docx .Revised: February 2012 !LD New Tenant: ❑ Yes ARCHITECT OF RECORD Name: p-gouN`'��(�`�)) Company Name: /l; n .a Architect Name: Adcj122c —1,0 :.z Llt / Address: e)..„ 0 c D Cit}_ e' State: Zip: Phone: Fax: . Email: /`7g ENGINEER OF RECORD Name: p-gouN`'��(�`�)) Company Name: , ' .a Engineer Name: Adcj122c —1,0 :.z Llt / Address: Obisii/ c D City: State: Zip: Phone: Fax: . Email: /`7g LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: p-gouN`'��(�`�)) P,r .a t6cp Adcj122c —1,0 :.z Llt / °i c D Ci 410t f, State. . Zi /`7g BUILDING PERMIT INFORMATI(,'�'- 206-431-3670 Y Valuation of Project (contractor's bid price): $ 6 5-e,a Existing Building Valuation: $ Describe the scope of work (please provide detailed information): G3 uILD A U ETTGH Fn A 'r -&y G7/ D mas -rb M4 TT CL 4-40 (45G (1CX 7.09 iWill there be new rack storage? ❑ ....Yes e ❑ ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: 1 . V 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. .1 Number of Parking Stalls Provided: Standard: Compact: ,. Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers , ` 0 t Automatic Fire Alarm X None ❑ Other (specify) Will there be storage or use of flammable; combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. • SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health NDepartment. H: \Applicatoons\Fdtms=Applications On tine \2012 Applications\Permit Application Revised:- 2-7-12,docx. Revised:".;•February 2012 bh Eage2of4 ''' e�rtt'' , �' I '' . Existing 1 . 4-s Jt .i dy •+' Interior Remodel . Addition to , . 'Existing' 'iR' Structure t, .� s t a> i, t New .t, .Type of " Construction per ' IBC Type of Occupancy per IBC 1st Floor (M . r �`-jf 1 `' - • qq , I •3 .. _. p _ ..r , 2nd Floor i .a Cf Jf a 3rd Flotir , Floors thru Basement . = Accessory Structure* ,+` + ' - • Attached Garage 1 Detached Garage ,r Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: 1 . V 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. .1 Number of Parking Stalls Provided: Standard: Compact: ,. Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers , ` 0 t Automatic Fire Alarm X None ❑ Other (specify) Will there be storage or use of flammable; combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. • SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health NDepartment. H: \Applicatoons\Fdtms=Applications On tine \2012 Applications\Permit Application Revised:- 2-7-12,docx. Revised:".;•February 2012 bh Eage2of4 PUBLIC WORKS PERMIT IN TION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila 1,try ❑ ...Water District #125 ❑ .. WatertAvailabil tty Provided .t t — Sewer District t, ,T jj " "�{ D..Valley View ❑...Renton 0 Sewer Use Certificate E...Sewer Availability Provided pj . a'► tile' Septic System: 0... Highline \:❑.::'Renton J- � .r❑'Seattle'I::\f •-:i '-•11 F _ _. - , • ,� C . • t 1 0 On-site Sejic 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 0... Easement(s) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ . Total Cut .. Total Fill 9 - cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑`.. Permanent Water Meter Size (1) El.. Temporary Water Meter Size (1) ❑ .. Water Only Meter Size ❑... Geotechnical Report 0... Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless – (SAO) ❑ .. Hold Harmless – (ROW) 0...Right-of-way Use - Profit for less than 72 hours 0...Right-of-way Use – Potential Disturbance ❑... Work in Flood Zone ❑... Storm Drainage 0...Abandon Septic Tank ❑...Curb Cut 0...Pavement Cut ❑... Looped Fire Line ❑ .. Sewer Main Extension Public El.. Water Main Extension Public WO # WO # WO # Private 0 Private 0 • ❑ ... Grease Interceptor 0... Channelization 0...Trench Excavation ❑...Utility Undergrounding (2) " WO # (3) (2) " WO # (3) ❑ .. Deduct Water Meter Size WO# " WO# 22 FINANCE INFORMATION Fire Line Size at Property Line ❑ .. Water ❑ .. Sewer Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) ❑ .. Sewage Treatment Mailing Address: Day Telephone: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip 'i+ H:Wpplications\Fmms-Applications On Line\2012 Applications\Permit Application Revised = 2-7.12.docx • Revised: February 2012 bh§• Page 3 of 4 PERMIT APPLICATION NOTES—\ 1 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 inoteextensions 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 a ER OR AUT so REGENT: Signature: Print Name: "48 la P.1) `��� 1 Day Telephone: 2� Mailing Address: 13oX 301 ( i114ktotJA' State Date: City ' It\ppplications\Forms-Applications On-Line\2012 Applications'permit Apptication;Revised - 2-7-12.docx.. Revised;•, Febtvary4012 0 Zip Page4of4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK J ACCOUNT QUANTITY PAID $458.04 D18-0160 Address: 12208 48TH AVE S Apn: 0179001340 $458.04 DEVELOPMENT $436.44 PERMIT FEE R000.322.100.00.00 0.00 $431.94 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $21.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15610 R000.322.900.04.00 0.00 `; $21.60 $458.04 Date Paid: Friday, October 12, 2018 Paid By: HOWARD ZEIGER Pay Method: CHECK 1142 Printed: Friday, October 12, 2018 4:04 PM 1 of 1 CRSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY PAID PermitTRAK $280.76 D18-0160 Address: 12208 48TH AVE S ' Apn: 0179001340 $280.76 DEVELOPMENT $280.76 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R14550 R000.345.830.00.00 0.00 $280.76 $280.76 Date Paid: Tuesday, May 22, 2018 Paid By: HOWARD ZEIGER Pay Method: CHECK 1123 Printed: Tuesday, May 22, 2018 2:38 PM 1 of 1 Crie'SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:Z�i T f InspgCtion: RAA f. 1 IJV IL /� Address: V �a2 rB i ,l.. S. Date Called: (J Special Instructions: iI' Dnd2s: j� GIA44147e., Date Wanted: Date Wa lQ ZSf p.ma.m.. Requester: Phone No: 0Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector:) ao Date: /O z'3 � �n st REINSPECTION FEE REQUIRED. Prior to next inspection fee m be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permi i �' OPERMIT W,O N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project:, Z�e_IGer GgrAr= Tvzpj. of Inspec ion: 13u.7 1d hi Hi/AL Address: 12208 is ,4ve. S. Pate Called: 9-/ -24/9 Special Instructions: Date Wanted: 7../2.26 a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: na- P dv 4 a - Qadves 6 kS zAislavii tcl.fel/5 3ge-J/4.4eekiS. pMsLibkric.s, Inspector (S1 _te Date:91z. zl5 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431=3670 Permit Inspection Request Line (206) 438-9350 148-o up Project: 2J! &CR G6124-616 Type of Inspection: OOF. Shl,y� '!Y� COMMENTS: Address: /2206 4vg.,S Coate Called: ok- 61.Pr i- ,- Special Instructions: i Date Wanted:Q © —.11"iC? a,m. p.m. Requester: Phone No: 4 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ITZ.,. r: sf fI N ok- f 3$4(N-- ok- 61.Pr i- ,- Inspector: 1346 - REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: 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 c�— AI Typ 1 Ins ion: F L Vl�i 1 �I"Q / Address: 6 .)` /�D 6 -Date Called: �J Special Instructions: ' Date Wanted: n 5 2 Z - Zt t a.m. p.m. Re ester: i/C..YI r Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS; gc2vrx,7y\i, & c2s cJcu per- r ttal n2 / f hc/E' Jar 5�d►, 3f) /Cf $//7 e "C`kci * �,� kcd(. (,tr) '4b Inspectcry ;�y p Dater 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 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 Pro'ect:t, Typ , of Inspectio : Strji �+Called::an ll �* ►k -ill, if ru o r IA- ri-4 f► ..J A dress: A e S • Date pa-ter--/eJ-d1-0 Special Instructions: I Date Wanted: 3_Is-'- Zoti a.m. p.m. Requester: ,3) Irl%4itkag /ncep' S AX Phone No: ElApproved per appliyable codes. 11 orrections required prior to approval. COMME • i✓`#- CIDN C SL7 ` -`w • l/UkV 't` ` E �* ►k -ill, if ru o r IA- ri-4 f► ..J I) ttiot__S 17-xP4i1 9// Aviktiolkm 041.71 ° r►tie_2 pa-ter--/eJ-d1-0 /4oldc/at 10e -r- in -s �1 r / df /YIGO r�E.G y � 1/ (' 1 U 7 t— d i `.)bY/C _L( ,3) Irl%4itkag /ncep' S AX 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 1& OIV INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: z E1 L/Gl _ 4:a/'- t/ Type of Insp ction: f iVL Address: 122 43 ALC' .5 Date Called: Special Instructions: Date Wanted: 3» e719 P.m. Requester: Phone No: 7.492 74'7 4-50- EiApproved per applicable codes. Corrections required prior to approval. COMMENTS: F"Or;/47 ,tf- 9 tirm'Q pr" Inspector: ati Date: 0.7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. let f'711' Eitm, Larval] CliVC-43 Piplm Ciiy of Tukwila EULDING DIVISION FRE COPY ermit IMo 211 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 city and conditi ns is acknowledged: By: Date: limpitit vwoem: 14()itTARPZE(G-ERI, 134DX G071 tgr Ltr,LotLisc LOA. 9'3 its --Tel.- 2,6)62 74 zi 3 23 i<E1111 ST4it?'f()0 '5? 1\ithtZ415(--tkL 1S),) PALM 5iR(tic,151 CA.c12.2.122..eret- 951 - -W-t792. Too 5 LTE te+A-5 00 13,crX Fo .0-p5 LMt. A LLA R Bev< (.913'07 417161r tt 4 erf., 1-2.2k9S Lig --tit- AVE. S. 04.00 S ± W1 -45-r 1,) 01,6c4c City of Tukwila BUILDING DIVISION ) ALLE14-raiki AbD1Ttot4 . --CHE crry evrt•L REcv4)6Pc ski \16L 12_, -P Le 15 ) 'AGE I&O FCG.k1.6 i<tkie5-- uo-1y \tvi,k‘,4 o1 1,4 REINSIONS gss zhav rf n.?.e to soom 3 tr,/ tA014 twt7?c,r.1 appmval ot 71,4m;11 Dmsion .4,,c,r• f)Wa;.;C43 hi Wrcquire a nc' plan stib mi a e, e **12,1tr MAY adatiOnal Plan reVieW fee& • /1/ PL-Ags DItitttod By 1-1.7cLustf\- to* *K. IVG• CeLtarit TkX 1 79 — 1 BAT -67 ALL CLoqbei)C.ostrtre-770ds ,Pewr) APPRCNIED ancjes can be made to these t plans rsithout approval from the Planning Division of DCD Approved By: Pate: • • • y • •tnxts.Vi• kr;tflr:'14: REVIEWED FOR CODE COMPLIANCE APPROVED OCT 10 2018 A-7 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEPZ1 1 2018 PERMIT CENTER CORREiTION Lc'T COVE P &E rJfb, -- LDG V LTE = L1sb D iftt HousE = 102.4 - -c zc n .0- 4-ratitt, ConikfGE 13q1 Et 44 2.9 %44,ereseettotaker. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 10 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 2 1 2018 PERMIT CENTER imp impostaimirurmmayamai swat wl•a-om T --4_ t1111.1/14 4111111 � irilw' a_ REVIEWED FOR CODE COMPLIATVCt APPROVED OCT 10 2018 City of Tukwila BUILDING DIVISION D�U12O RECEIVED CITY OF TUKWILA SEP 21 2018 PERMIT CENTER -rut staw& PM3EIs migf we.* 5 e ommin x REVIEWED FOR CODE COMPLIANCE APPROVED OCT 102018 City of Tukwila BUILDING DIVISION .,1011....:. . .40•60- •••06. •_. ... _ _. .._ .0.11110 _... T_ ,.._ �� 1_111 1.0 Lflt R t 2) t6-1460 1)19 Otto RECEI R+�J CITY OF TUKWIL Roy SEP 2 1 2018 PERMIT CENTER • 2 1' REVIEWED FOR CODE COMPLIANCE APPROVED OCT 10 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 2 1 2018 PERMIT CENTER WE.LEYAT%�N L)1 R.EDe$L6AJEY) ReoF 12)1 01.10 $bc*A1X---2 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 10 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 2 1 2018 PERMIT CENTER .74 EAST E LEVATI ON RossiGoo keg*. brlyw coo scALle-Agmili 449 PA‘ mAduvActuttori e t ek t5ei(ep x =- Fig FAc To �. j-Li it 6-711 Vlittnk bake dpi ERS,, 4'715Pi,Arrest 12.d ( . , tt,S atm wA.orcw tiettsE Ft4IPAI aED" l'it tMES Gb.3ME ED ID 'ref CLAO*D$ LIti Numuota-rtes-to2 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 102018 City of Tukwila BUILDING DIVISION t"oa. ED6 `c E i 6C, w(3 "Setwtt ' C=*L t. ' EjI;E t.s �f p' Zx4 SILL plat s; , Ts _isr Pot Rte riaek 2"Pc L E. RECEIVED CITY OF TUKWILA SEP 2 1 2018 PERMIT CENTER ttalitiS vioutsrtutoED taPtIE 9,tt"" itetite. ttSceulvve ee t)1,4•L- Oi It !Witt OvGnivtAoler To "woof' G14 I QvkS t CiveT Td 3cAL ICJ ,z" ass &d6 sbtE4'T!h toG. Roort11 • r ®MC RIPi 8 gL St41.6 is w►kTctt t1ertt.$15 ou)'Etk Cas) uNfrclnRS e4t49Amped TIES I4 Z►SA) kooF t2 (pis' ©c) tt8 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 10 2018 City of Tukwila BUILDING DIVISION ROOF FRAMING DETAIL sCALE 10 RECEIVED CITY OF TUKWILA SEP 2 1 2018 PERMIT CENTER ?K,,,,E841E5 ih -31c Om* w IMMO .. ... _ INN .. .... _ _ .. 1 3w DocL 1rtchDERS , 4 (4 3' Po®R, tAghoca l' qpN R e kd t -- 45“.2." ©-rias"0,4 . c� 1 I 1 1 1 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 10 2018 City of Tukwila BUILDING DIVISION SLOPED Coir-RCTE Fwc i -cb arMAG c e "MP ti"y uiSIAL LED 'Tb ... *MD — i r 3' - .•11. enr I r _ r. an. _ Ile &RRA ► Dawn::_.. — ••► -_ r - — M _ _ —_ — mow* - RECEIVED CITY OF TUKWILA. SEP 2 1 2018 PERMIT CENTER GARS ?LAW Locr,ALE - P�9 ¥,PA Es TSE Engineering atFILM Re: SB808154A Howard Zeiger / Garage / ML Tri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 The truss drawing(s) referenced below have been prepared by Tri-State Engineering under my direct supervision based on the parameters provided by The Truss Company (Sumner). Pages or sheets covered by this seal: I12442894 thruI12442895 My license renewal date for the state of Washington is August 20, 2020. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 10 2018 • City of Tukwila BUILDING DIVISION August 30,2018 RECEIVED CITY OF TUKWILA SEP 2 1 2018 PERMIT CENTER ORRECT O TR# Terry Powell The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. vI;6' ot,00 s Job Truss Truss Type Qty Ply Howard Zeiger / Garage / ML 112442894 SB808154A Al GABLE 2 1 Job Reference (optional) Truss Co, V Sumner, WA I -t-0-0 1-0-0 1-10-15 2-610 1-10-15 0-1i1 5-9-6 8-0-0 8.220 s May 29 2018 MiTek Industries, Inc. Thu Aug 30 11:27:30 2018 Page 1 I D:12Mj E Wa6YIK??btj NaPPFAynvBb-DPVzkn Ey3ZEoJ7KCcoKefXBNtVgR7kyP_bYWFyyigSB 14-1-1 10-2-10 13-10-4 3-9-6 2-2-10 4x5 = 2-2-10 3-7-10 04012 16-0-0 1-10-15 0-1-1 Scale = 1:29.8 354 = 1.5x4 I 2-0-0 5-9-6 2-0-0 3-9-6 4x8 = 10-2-10 14-0-0 1.5x4 II 3x4 = 16-0-0 4-5-3 3-9-6 2-0-0 0 Plate Offsets (X.Y)-- [3:0-4-4.0-2-0]. [6:0-4-4.0-2-0] LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IRC2015/TP12014 CSI. TC 0.46 BC 0.35 WB 0.10 Matrix -MSH DEFL. in (loc) Vert(LL) -0.04 9-10 Vert(CT) -0.07 10-11 Horz(CT) 0.03 7 I/deft >999 >999 n/a L/d 360 240 n/a PLATES GRIP MT20 185/148 Weight: 92 Ib FT = 20% LUMBER - TOP CHORD BOT CHORD WEBS OTHERS 2x4 HF No.2 `Except` T2: 2x6 DF SS 2x4 HF No.2 2x4 HF Stud 2x4 HF Stud REACTIONS. (Ib/size) 2=680/0-3-8 (min. 0-1-8), 7=680/0-3-8 (min. 0-1-8) Max Horz 2=54(LC 10) Max Uplift 2=-60(LC 10), 7=-60(LC 11) BRACING - TOP CHORD BOT CHORD JOINTS FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-26=-1151/64, 3-26=-1099/63, 3-27=-642/24, 4-27=-559/45, 3-5=-497/48, 5-6=-497/48, 4-28=-559/46, 6-28=-642/25, 6-29=-1099/65, 7-29=-1151/66 BOT CHORD 2-11=-86/1013, 10-11=-99/1007, 9-10=-47/1007, 7-9=-35/1013 Structural wood sheathing directly applied or 5-3-8 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Brace at Jt(s): 5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (15) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 Ib uplift at joint 2 and 60 Ib uplift at joint 7. 11) Girder carries hip end with 2-0-0 end setback. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 13 Ib down and 4 Ib up at 14-0-0, and 13 Ib down and 4 Ib up at 2-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 15) All dimensions given in feet -inches -sixteenths (FFIISS) format. .gbu c A 5 m esta n d a rd August 30,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSIITPII Quality Criteria, DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, All 53719. theTRUSSco. INC. Job Truss Truss Type Qty Ply Howard Zeiger / Garage / ML 112442894 SB808154A Al GABLE2 1 Job Reference (optional) Truss Co, Sumner, WA 8.220 s May 29 2018 MiTek Industries, Inc. Thu Aug 30 11:27:30 2018 Page 2 I D:12MjE Wa6YIK??btjNaPPFAynvBb-DPVzknEy3ZEoJ7KCcoKefXBNtVgR?kyP_bYWFyyigSB LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-26=-66, 3-26=-61(F=5), 3-4=-61(F=5), 4-6=-61(F=5), 6-29=-61(F=5), 8-29=-66, 20-23=-13(F=1) Concentrated Loads (Ib) Vert: 26=-11(F) 29=-11(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSIITPI1 Quality Criteria, DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. theTRUSSco. INC. Job Truss Truss Type Qty Ply Howard Zeiger / Garage / ML 112442895 SB808154A A2 COMMON 7 1 Job Reference (optional) Truss Co, Sumner, WA 4 8.220 s May 29 2018 MiTek Industries, Inc. Thu Aug 30 11:27:31 2018 Page 1 ID:12MjE Wa6YIK77btjNaPP FAynvBb-hb2Ly7 FaptMfxHvOAWrtBkkRzv4DkB 1 YDFH4o0yigSA -1-0-0 8-0-0 16-0-0 17-0-0 1-0-0 8-0-0 8-0-0 1-0-0 4x8 = Scale = 1:31.2 4x6 = 8-0-0 1.5x4 11 16-0-0 456 = 8-0-0 8-0-0 Plate Offsets (X Y)-- f2:0-1-0.Edge). [4:0-1-0.Edgel LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TP12014 CSI. TC 0.95 BC 0.76 WB 0.11 Matrix -MSH DEFL. in (loc) I/defl Vert(LL) -0.19 6-12 >999 Vert(CT) -0.28 6-12 >680 Horz(CT) 0.01 4 n/a L/d 360 240 n/a PLATES GRIP MT20 185/148 Weight: 47 Ib FT = 20% LUMBER - TOP CHORD BOT CHORD WEBS 2x4 HF No.2 2x4 HF No.2 2x4 HF Stud REACTIONS. (Ib/size) 2=706/0-3-8 (min. 0-1-8), 4=706/0-3-8 (min. 0-1-8) Max Horz 2=-54(LC 11) Max Uplift 2=-62(LC 10), 4=-62(LC 11) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-13=-927/44, 3-13=-794/73, 3-14=-794/72, 4-14=-927/44 BOT CHORD 2-6=-11/735, 4-6=-11/735 WEBS 3-6=0/323 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 Ib uplift at joint 2 and 62 Ib uplift at joint 4. 8) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard August 30,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage. delivery, erection and bracing, consult ANSIITPII Quality Criteria, DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, W 53719. theTRUSSco. INC. Symbols PLATE LOCATION AND ORIENTATION " Center plate on joint unless x, y 1 4a offsets are indicated. Numbering 6-4-8 System dimensions shown in ft-in-sixteenths A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or altemative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and pe in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with NSUTPI 1 Quality Criteria. pi. Dimensions are in ft-in-sixteenths. 1111404"Apply plates to both sides of truss and fully embed teeth. �� 0'16 i 1 TOP CHORDS (Drawings not to scale) 2 3 TOP CHORD 4 Al ro rt = U ■ _� For 4 x 2 orientation, locate plates 0- 1/16" from outside edge of truss. g This symbol indicates the C7-8 c6-7 C5-65. BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ER-5243, 96048, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER-3907, 9432A ©2006 MiTek®All Rights Reserved * PLATE LATERAL BEARING Plate Software 4 ■ location x �i�� IIIndicates II. required direction of slots in connector plates. details available in MiTek 20/20 or upon request. SIZE The first dimension is the plate 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, 1 or Eliminator bracing if indicated. location where bearings (supports) occur. Icons vary but U reaction section indicates joint dA heTRUSSco. vii INC.i `� number where bearings occur. 1.3=-4 11.=-511 Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 20-00-00 \ . 4%- N CN N N N N N "2 Ge 1.. _. . 6/1 2 _. ,., ..„ 6/1 2 : J 6 12 _ J �t 6/1 2 m 0.1� J2� J2:;' atli t -x � rgcrtr 2 lb Raiff 7 .. ,,:,/ .,, �' i. `rna9.�.�rx fiRApx= tirg Immo �aeCA ..Gt? r ?�te.- Sk]SV;{ ti Nr rN 0'.�a•." 4 i► 16-00-009 cs 9 N O RECEIVE., c5ITY OF TUKWi'- O SEP 21 2018 (PERMIT CENTEH ROOF TRUSS LAYOUT DESIGN LOADING (25-8-7) PSF @ 24" O.C. WIND 110 MPH EXPOSURE "B" ALL DIMENSIONS ARE IN: Feet -Inches -Sixteenths (FF -II -SS) TRIANGLE DENOTES LEFT END OF STAMPED TRUSS DRAWINGS ALL TRUSS TO STRUCTURE CONNECTIONS NEED TO BE APPROVED BY THE BUILDING DESIGNER BEFORE INSTALLATION theTROSSco. d BUILDING SUPPLY INC. Customer: QUOTE - ML Job Name: Howard Zeiger Plan: Detached Garage Sales Rep Mike Larimore Scale: Drawn by: Date: Job Number: N.T.S. ML 08/23/18 SB808154A 8/5/2019 City of Tukwila Department of Community Development HOWARD ZEIGER PO BOX 68071 TUKWILA, WA 98168 RE: Permit No. D18-0160 ZEIGER GARAGE 12208 48 AVE S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 9/11/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 9/11/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Kandace Nichols2 Permit Technician File No: D18-0160 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 3/1/2019 City of Tukwila Department of Community Development HOWARD ZEIGER PO BOX 68071 TUKWILA, WA 98168 RE: Permit No. D18-0160 ZEIGER GARAGE 12208 48 AVE S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 4/10/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 4/10/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D18-0160 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 10/1/2018 City of Tukwila Department of Community Development HOWARD ZEIGER PO BOX 68071 TUKWILA, WA 98168 RE: Permit Application No. D18-0160 ZEIGER GARAGE 12208 48 AVE S Dear HOWARD ZEIGER, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 5/22/2018, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of UNDER REVIEW and is due to expire on 11/22/2018. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Rache F` Ri.` ey Permit Technici File No: D18-0160 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 June 03, 2018 City of Tukwila Department of Community Development HOWARD ZEIGER 12208 48 AVE S TUKWILA, WA 98178 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0160 ZEIGER GARAGE - 12208 48 AVE S Dear HOWARD ZEIGER, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11 x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. The plan indicates stick frame roof framing. Roof framing shall be engineered or shall be manufactured engineered trusses from truss factory. Revise plans to indicate manufactured engineered trusses and provide the engineered truss package or engineering with engineer's stamp and signature on all truss sheets. Show type of truss to top plate hurricane mechanical fasteners at each truss cord. 2. The foundation shows vapor barrier under the footing. Footing shall sit on undisturbed native soil where the bottom of the footing shall be no less than 12" below finish grade. Reinforcing bar shall be no less than 3" above the bottom of the footing. Revise plan detail accordingly. 3. Show 1/2" "J" bolts with 3" square galvanized washers. 4. Show the garage floor sloped to facilitate the movement of liquids to a drain or toward the main vehicle entry doorway. (IRC R309.1) 5. Specify fastening of T111 paneling to comply with braced wall panel construction specifying size and type of fasteners and required spacing of fasteners. 6. The front of the garage two side panels of the garage door shall be a designed braced panel or alternate braced wall panel design. Provide size of each wall panel and show anchors extending into the foundation up to the fop 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 plate with garage header size to comply with building codes for wall bracing. (IRC 602.10, 602.11 and 602.12) 7. Specify header sizes at all openings. 8. All loose soils and vegetation shall be removed and compacted grave base shall be placed be under the new concrete floor with a vapor barrier between floor and gravel. Also, for clarification, specify if the footing is to be separate or if the intent is to do a mono -pour footing and slab. Revise plan accordingly. Note: Contingent on response to these corrections, further plan review may request for additional corrections. PLANNING DEPARTMENT: MAX BAKER at (206)-431-3683 if you have questions regarding these comments. • 1. Site plan does not show parcel boundary lines; provide parcel boundaries and show setbacks of proposed garage from boundary lines. It appears the subject property is across two parcels: APN 0179001345 and APN 0179001340. For Low Density Residential zones setbacks are as follows: - Front: 20' - Rear: 10' - Sides: 5 2. Site plan lists adjacent streets as 48th Ave S and S 112th St. However, the provided address shows adjacent streets 48th Ave S and S 122nd St. Please clarify. 3. Provide calculations for Total Building Footprint (area of all structures at ground level, maximum 35% of lot area for lots less than 6,500 square feet in size) and Development Area (square footage of all impervious surfaces including structures, maximum 75% of lot area). If proposed garage is to be sited on southern parcel (APN 0179001345), the maximum Total Building Footprint is 1,575 square feet, and the maximum Development Area is 3,375 square feet. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, ache le ' ipley Permit Technician Ltrk1P1 File No. D18-0160 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 HERMIT COORD COPY C) PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0160 DATE: 09/25/18 PROJECT NAME: ZEIGER GARAGE SITE ADDRESS: 12208 48 AVE 5 Original Plan Submittal Revision # before Permit Issued _X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: po 0 012 I'l Building Division Public Works ❑ Fire Prevention Structural frkfAYg � 0-tt-48 Planning Division ❑ Permit Coordinator n PRELIMINARY REVIEW: DATE: 09/27/18 Not Applicable ❑ Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 10/25/18 ❑ Approved with Conditions n (corrections entered in Reviews) Notation: Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW 0 Staff Initials: 12/18/2013 G�EAMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0160 PROJECT NAME: ZEIGER GARAGE SITE ADDRESS: 12208 48 AVE S X Original Plan Submittal Response to Correction Letter # DATE: 05/22/18 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: A1.4 Building Division IP Fire Prevention c Works Structural n OS*. Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable 111 (no approval/review required) DATE: 05/24/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/21/18 Approved Approved with Conditions n Corrections Required [J Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: y� h Departments issued corrections: Bldg / 1 Fire 0 Ping /PW ❑ Staff Initials: wv 12/18/2013 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: M(9 I (( Plan Check/Permit Number: D18-0160 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Zeiger Garage Project Address: 12208 48 Ave S Contact Person: Summary of Revision: 1 -„61.10 -e -"tel Agy-e-k RECEIVED CITY OF TUKWILA SEP 2 1 2018 PERMIT CENTER c” teL Phone Number: "2-4 _7 `l S f, ire yr "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on l%7(olll(g C:\Users\bill-r\Desktop\Revision Submittal Form.doc Revised: August 2015 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (2o6) 431-3670 FAX (206) 431-3665 E-mail: tukplan@ ci.tukwila.wa.us Permit Center/Building Division 206 431-3670 Public Works Department 206 433-0179 Planning Division 206 431-367o AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING ) [please print name] , states as follows: PERMIT NO: 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 l 3 , and will therefore not be performed by a registered contractor. / 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. Signed and sworn fto� before me this f4-1\ (/ da of 7 NOT '1' Y PUBLIC in and for the State of Washington ,20/S-. Residing at /1 /K/9 Name as commissioned: My commission expires: , County 79-6t/er/-e as/a9// t 18.27.090 Exemptions. The(stration provisions of this chapter do not apple 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the Work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is Less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 REIN that employs a certified journeyman electrician, a certified'residential specialty electrician, or an electrical trainee meeting the requirements'of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the.like-in-kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. " Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions.