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HomeMy WebLinkAboutPermit D98-0130 - BUTLER BUILDING CORPORATION - NEW RESIDENCED98 -0130 11850 44 Pl. So. Butler Building Corp. City of Tukwila ( Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 334740 -0770 Address: 11850 44 PL S Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: V -N Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: BUTLEBC092OR Permit Center Authorized Signature:__ Print Name: ' 61LL ti . c. - 7U66.64 1 . - DEVELOPMENT PERMIT Fire .0 South: .0 East: Sewer: SEATTLE Slopes: N Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: Streams: (206) 431 -3670 D98 -0130 ISSUED 06/22/1998 12/19/1998 DWELLING 1994 NA .0 OCCUPANT BUTLER BUILDING CORPORATION 11850 44 PL S, TUKWILA WA 98188 OWNER WOYVODICH EDWARD A 14415 57TH AVE S, SEATTLE WA 98168 CONTRACTOR BUTLER BUILDING CORPORATION 12035 PALATINE AV N, SEATTLE WA 98133 CONTACT BILL BUTLER 12035 PALATINE AV N, SEATTLE WA 98133 **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF NEW 1,910 SQ FT SINGLE FAMILY RESIDENCE WITH A 416 SQ FT ATTACHED GARAGE AND A 23 SQ FT DECK. PUBLIC WORKS ACTIVITIES INCLUDE: 4" SANITARY SIDE SEWER, 3/4" PERM. WATER METER, CURB CUT /ACCESS, STORM DRAINAGE, GRADING AND FLOOD ZONE CONTROL. **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 143,502.14 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: Y Hauling: N Start Time: End Time: Land Altering: Y Cut: 133 Fill: 153 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: 1 Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N k**************************************************** * * * * * * * * * * * * * * * * * * * * * * ** * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,277.46 k***************************************** I********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Phone: 206 367 -4143 Phone: 206 -367 -4143 4A10, Date: 7.—Z-Z----1a I hereby 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 provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this developmen permit. k r,t�, Signature: ` --- Date: (4 " " - 1v 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. Address: 11Z:50 44 PL S Suite: Tenant: Type: DEVPERM • Parcel #: 334740-0770 CITY OF TUKWILA Permit No: 09&-0130 Status: ISSUED Applied: 04/17/1998 Issued: 06/22/1998 4 (4:******** . ******************4..**************A********Vick******k***4 , ********A Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the Tukwila Building Division. 2. Plumbing permits shall obtained .trough the Seattle-King County Department,of-Public Health. OlUmbing be inspected bv that -:agency. including all gaS*00ing (296-4722). 3. Electrical per shall. be Obtained .through :the WasOnoton, .State Diviion of : Labor and Industries and:all:electrical work will be inspected by that agency .(2486636._, 4 All mechanical Work shall be under separate permft jssupd'by the City of Tukwila. 5. All per,mit s. inspectionreCords. and approved plansshaltbe available :at the lob site i to the start ofi.any con- struction: These documents are to be maintained'And,aVail able":until :final inspection approval is granted. 6. A11 :construCtfon to be done-in conformance with anproverL. plans and reaOirements'of the UntforM:Building Code (1994 Edition) as amended, UniforM Mechanical Code (1994 Edition) nd'Washington:State Energy Code (1994 Edition). 7. AnyexpoSed insulations bac king Material -shall havea Flame SoreadRating. of 25 or 1e and material,shall bear identi- fiCation'showing the fire per'-formance-rating thereof. 8. Notify the 'City of Tukwila Building-biviSjOn prior to plabing anY' concrete. This procedure is in additiOntbany,''N: - reduirements•fOr special inspection. 9 Validity of Permit. The issuance of apermi,t of plans specifications and compatationS shal.T be con7. struedto be a permit for, or n appr'ovallpfny violat)*6' of any Of the provisions of the other Ordinance the jurisdiction. No permit' give autho rity to.violate'or cancel the provisions" of this code shall .be valid. 10, There shall be no occupancy :of „the,001ding(s) untj1:::ihe final inspection has been cOmpleied,bY.- the Tukwila"PBuilding Inspector. , - 11. VENTILATION IS REQuiREDFOR_ALL NEW ROOMSAWSPACES OF NEW OR EXISTING BUILDINGS UNIFORM BUILDING. CODE AND THE WASHINGTON STATE'VENTILATION AND INDOOR AIR QUALITY CODE. CHAPTER 51-13 WAC. 12. Temporary erosion control measures shall be Implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities: 13. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 14. Driveways shall comply with City commercial standards. Driveway width shall be a 25' minimum and 35' maximum., Slope shall be a maximum of 15%, Turning radii shall be a minimum of 10', 15. Driveways shall be Paved for a minimum distance of 20' from the edge of existing road pavement. 16. All private storm drain pipe shall be either concrete or reinforced ADS pipe. Treated corrugated metal pipe may be used for detention facilities. 17. All public storm drain systems and those portions of private' systemt (with the exception of residential driveway culvert) within public right-of-way shall be constructed with concrete pipe up to 12" diameter and reinforced concrete pipe for 12" and greater'. 10. No water service design was provided as part of the application subMittal. The water service design and :subsequent construction shall be completed in accordance • with City water standards. Type l( copper tubing shall be used within the City right-of-way from the water main to the Water meter as one of the requirements. 19. The water meter box shall be located within City right-of way at the property line.. 20,. The developer shal1 City . . Utilities Inpect th elevations shovrtbe plans with the NatrOn'.01odetic Ve'tical Datun of 1929 prior to the Final AND FOLLOW ALL THE REUXRE1ENTS OF THE NOODIONt ONTROL 0.00ANCE,ELEVATION CEFTIfICATESIOLLA3E SUBMITED. TO PUBLIC:.MORKC FORAPPROVALOkrOR' , ••—• • • • -• - - , , . ./ y Project Name/Tenan :lye 1_11 L- R �l.l.gJ�i 0l13 t\) 1'10 , LOT of Co n tr cti n: 14m,> � Site Address: N City to /Zip: 4.1...p. Pf_ I KUJI1.A. V� '� Tax Parcel Number: 3 - 740 --0 r Property Owne , _ Q� j i LL `tb u _ I . �Z a 'u 1 t-� R t.JU►1 t. 41 A c ( Phone: , (20 �o� 3ta-7 4143 Street Addres City State /Zip: t10 -- 3 1 , V ALP1 1n1t, AJ NI . 8AiIt.E 1";3 Fax #: Co 35 013`7 Contractor: T3uit.F Q5 U I �t�.l CA CAP Phone: (200 36`1 41 3 f P 915 22 7 0 Fax #: 3f45 orb/ Street Addre City State /Zip: 120 - 3 PAupi INIS baq N , F- Alti..G. V Aq' 2,13'2 Architect: `�/), JALSS l-£S l 64S Phone: "3412 - 29q' `Z Street �- City State /Zip: 1243 t. -• 162 SC.n,1li -. oi Fax #: 3102- 2qc `Z Engineer: / (S c TEA DRA.t n AC,r✓ `AC,'PJ St�1Gc R �r hone: L� 334 - o5 4 Street Address: City State /Zip: 321 C, A LI,0 v3 it L AKE S i S A 9"r 25 , Fax #: '- L. 33 q — . 104 Contact Persof ' 13 1 Li- t5u,1%. Phone' ( - 2°430 4143 RQ95 X1O Street Address; , l S Air`£ g Et(5a /Zip: 1 03 '2 PA1- A3'If�� ay. Fax S + 013'7 Description of work to be done: CA9 t■) 4 37 Ru c i i b t.1 ©c A t4 E uJ 6i t.1G L 'CA M i L.k4 fi)'GJ f Lt 1 t � G Type of work: ',New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure" ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existin S uare Footage for Structure: — sq. ft. Dwelling ,) " sq. ft. Covered Deck(s) " sq. ft. Garage /Carport v NC, i,jilic t�- Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 19 I ()sq. ft. Dwelling 2..j sq. ft. Covered Deck(s) 1 t sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 2.2.. • c ri 1 U 30 ci i o For an Accessory dwelling, provide the following: M /A Lot area Floor area of principal dwelling Floor area of accessory dwelling • Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUK "'NILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 R STAFF USE ONLY Single - Family Residential Permit Application 6.0(0 Project Number: Permit Number: Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping El Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone El Hauling ❑ Land Altering: 0 Cut ]' cubic yds. 0 Fill i n k cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: 0 1 Sanitary Side Sewer 1t: El Sewer Main Extension 0 Private 0 Public 1. Storm Drainage El Street Use El Water Main Extension 0 Private 0 Public ,Water Meter /Permanent # Size(s): 3! 4. Ef Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed 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 ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: SFPERMIT.DOC 2/13/97 Date application expires: lb-11-1f) Applicatipn aken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER AC�ZED AGENT: Signature: Date: Lj.. I , c Print name: 4r 6 I t., L., (b \AI G K. Phone:3v7 t 4 t43 Fax #: aN 0 137 2 WA cr C1 i 3S Address: ` 20 3 ar, p A NI. t tJ E N, , V , City /State /Zi 6 J f C ALL SINGLE- FAMILY RESIDENT! L PERMIT APPLICATIONS MUST BE : MITTED WITH THE FOLLOWING DRAWINGS PREPARED B' . REGISTERED ARCHITECT OR PRO....SSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • AL4tpRAWIN 'S.SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan.. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this iicense will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. 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. SFPERMIT.DOC 2/13/97 • Permit No: 098-0130 • Status: ISSUED' Site•Address: 11850 44 PL Locat:)on:. . _ TOTAL WATER METER FEES: PUBLIC WORKS:OGINEER APPROVAL:' 335 . SUPPLEMENT DEVELOPMENT PERMIT WATER METER A , WATER METER B WATER METER C • Water Meter Type: .., , PERM( Water Meter Size:. :•' . H. ,7;..1 Quantity Work Order-: .-., - 5204S ..• ,,, :- Connection fees vtip:-.00 Install DePosit:'_. , $150A0,,, Add ' 4 instal 1 YDePosi t : . $.00 Plan Revw-',fee: $10.00. Inspectionje: $15.00 • water 1UP4i On Fa: ' 425.00 SDecial :Aent:' 00 .,,.:Other Fee.: - 00 1,260.00 Applied Date: 04/17/1998 Issued Date: 06/22/1998' • • 00 '4.00 00 . 4.00 •00 .00• $.00 .00 4'00 $.00 $.00 •.00 .00 $.00 • • ( ,,...,.„ k k* k k A* k k k k* k k k k A k kkk** k k A k***** k* k k; k Ak * * * * * ** * *k *k CITY OF TUKWILA. WA TRANSMIT A k k**** kk k k k***** k k A k* k* k* Akkk k k* A**** k A k* k * * * * * * * * * *k TRANSMIT Number: R9700784 Amount: 1.557;75 06/22/98 12 :43 Payment Method: CHECK Notation: BUTLER BUILDING Init: BLH. Permit No: D98 -0130 Type: DEVPERM'.DEVELOPMENT PERMIT Parcel No: 334740 -0770 Site Address: 11850 44 PL S This Payment Account Code 000/345.830 000/322.100 000/345.830 000/345.830 000/345.830 000/386.904 000/342.400 412/042.400 402/342.400 000/322.400 401/3133.102 401/086.520 401/342.400 401./043.40 5 000/32 000/045.000 000 Total Fees: 2.277.46 1.557.75 Total ALL Pmts: 2.277.46 Balance: .00 ' A * * *A'A A A'**•******'*************•******** * * *+k * * *A' * * *•** *A' *k• * * * * * * * ** Description PLAN CHECK - NONRES BUILDING— RES 7---- PLAN CHECK - RES PLAN CHECK - UTILITY PLAN CHECK - WATER 'METER STATE BUILDING SURCHARGE INSP. FEE - UTILITY INSp FEE -- STORM DRAIN IN6P FEE -- !3ME /S'3 } FLOOD ZONE CONTROL HATER CONNECTION • . MAZER INSTALLATION (DEF WAFER INSPECTION h EI. WATER TURN -ON FEE' Amount - 719.71 1.107.25 719.71 20.00 10.00 4.50 15.00 15.00 20.00 50.00 (;0.00 150.00 15.00 25.00 LAND ALTERING PERMIT F 7 4 34 LAM) ALTER ING PLAN CHEC:'K" �6 `' /`" env 4673 r **• k• A k *:cAkk*kAk**kA•kkA ** *** 0 r( *A *�1•hh!c* *A*Aie4h:1:k1+kk CITY OF TUKWILA7 WA 1RANSMIT ** kk*** 4k k* k* kA**• A* k• A - kk *kk*4 *•k * *:t *A *k *:kA* * **k &•k *Ak4•A *A * ** 1RAr4SMI1'. Number: 89700749 Amount: 719.71 04/17/98 18:22 Payment Method: CHECK Notation: BUILLIZ BUILDING ini t:. Bt.H Permit No D98 -0130 Type: L?EUPCRM DEVELOPMENT PERMIT. Parcel No: 334740- -07 70 Location: 118TH ST & 44TH PL S Total Fees: 1, 831.46 This Payment 71.9.71 Total ALL Pmts: 719.71 Balance: 1 , 111.75 ** 41%** ie * *a * *A *Ak * *A *4 *fiA *A• * *i ** *4*Ii 1* * * ** * *•A * * *9. *** * *•A l+. A'zrR **• Account Code 000/345aBO Description `411ho.unt . PLAN CHECK. -• NONRE8. 719 . .7.1 ; Proje t: .� � �t� Typ of Inspe&ipn� !/,90 / l St' 51 '7 gohIL. �. D r y` ' Special instructions: Dat w ted: m� Req ter: Phoney ' // V99- 5y a 9 9 . INSPECTION RECOR Retain a copy with permi INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. 206)431 -3670 COi t MENTS: 0 7A 9 4.(-4,-J El Approved, per applicable cod . n Corrections quired prior to approval. Inspector: Date: ii/2 „.0 $47.00 REItISPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No: Date: 7U COMMENTS: Type of Inspection: / / L � f a€69.114 / Gt/Wi` , -wD"` 61 < 6 /4 a.m. p.m. It 7 5(0,e 1A 75 ( , . d i`(4, 41 , ' Projec Type of Inspection: Address: /( f. 5D q4' " J/ ' v D ate calle: called: ' // 7 instructions: Date want d: / !0 a.m. p.m. Requester: Phone:. 41 • INSPECTION RECORD I Retain a copy with permit - INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION tic. 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 n Approved per applicable codes. / 1 ' yr y fons required prior to approval. Inspector: Date: de ? A I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ..Project: u ler I�ome Type of Inspection: Fi naI Address:,, : ' 14441 pi s Date called: 4 1 23 Q9 Special instructions: - ? 1 Date wanted: 2 odor �� 1 l p.m. Requester: e j J I i X ier Phone: 9 ( _ Z Z70 . INSPECTION RECd Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION, 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D Approved per applicable codes. DO-0)3 �14r: PERMIT NO. ' (206)431 -3670 Corrections required prior to approval. COMMENTS: 7f fi C L, (4r Inspector: Date: rf /�� /f, $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: P�u+ler Homes Type of Inspection: 1 /`I v" vv`r water Service Address:' 1 s . 0 L41 _i t01 p s "7 Date called: r 61 q Special instructions: Date wanted: {` q a.m. �' 1��9 I p.m. Requester: al 1 ` s U +l e r Phone: (� q - '2- 270 t 6 per. INSPECTION NO. INSPECTION RE ?RD Retain a copy wi dermit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 qs -013a PERMIT NO. /^ 06)431 -3670 u n El Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 1 .2 p - 1 (.4„, e i4Ave-c3‘.60 0-4_5 L416 ifttlA 6 p e- J uNto16.1 Ivo to Inspector: Date: I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • Project; e il ^ �/c t Type of inspection: 56 Address: /l6 /RA 4 S,) Date called: ? 99 Special Instructions: Date wanted: g/./r7 a.m. P.m. Requester: Phone No.: ,.fix ,,. ,,w.•s7' ;7" ,.'r"';"srk" '+'C, r„dwo'n*gt r.- A;«»yxyr :,vtiavr-lre17.'!.',",` :st -t0 Auftx' ', T + ., ::.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 INSPECTION NO. COMMENTS: Approved per applicable codes. I 7 ..tA ,_ con I t . n , f, '' L / nxd f //et? uy4t ,'/ s), I Retain a copy permit VY' — G/ PERMIT NO. 01/ (206) 431 -3670 INSPECTION RECORD Corrections required prior to approval. Inspector: Date; 77 . 177. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS:: ' 0 i' ,4 0 VI 60- 5 Pt 0/ z/11 4i so --6 $, o . w. r. , ( CJ J 7b 141444, A / L 5 / Ir%t. Dam .. —C.c.. Mtv ! UP lit . ',At a.m. p.m. j 4 , f2ri t.rM C Meuc.-t,, (Q. /1.1 - AOI ' 43cLei ((7'y � w(4( /tJ e/A1 . Cl 1,4e 1.4 ? `' , (...e /4 4 A (Aonliv r i iity fi Loci:, i , ?-9i ( fi i - .4 Project: Type of Inspection: I / 'Address. , ( CJ J Date called: '/ G Speccciialinstructions: Date wanted: ,, � ., a.m. p.m. Requester: '// //LMT'/ �/ Phone: U INSPECTION NO. INSPECTION RD Retain a copy wit permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 60....4 NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. $47.00 REINSPECTION HE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type ns ection: tdr a F" {. ga Date a d • , . 1 B / pecial instructions: Date ■ed � e 9 . . t , f ; 55 STLd t $ &i37 ji Eco 9„,, y `' lb /hc C • 3fr ai 91 &t 7 -fir 7 /ckfA .- ` ` r Pro • Type ns ection: tdr a F" {. ga Date a d • , . 1 B / pecial instructions: Date ■ed � e 9 . . Requ r: i ! y i Tliejje pitlbr INSPECTION NO. INSPECTION ORD Retain a copy ws permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. • PERMIT NO.'. (206)431 -3670 Corrections required prior to approval. Inspector: Date: )a b /Y! 47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Project: 0 i / 'dab Lir i e Type of Inspec.. . I Address: 50 .---- ( 7 7 co Date called: instructions: Specia instructions: •. , Date wanted y 2 e - ,4 Requester: ( ') Phone: --- • , r'rc71 - 77'fl. : • K A pprOved per applicable codes. INSPECTION RECI( ) Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA . 9818 PERMIT NO. . 2ic (206)431-3670 COMMENTS: 7 / • Corrections required prior to approval. ' El $47.00 REINSPECTION I REQUI 'ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . Receipt No; Date: r- o�ct:4e/fr.- ,J Ty Inspectio • lcile5sto ?I D c t fl _ Special instructions: .G� 8 6.,OS-- _ 32 Data ted /�-, a.m. / 1 p.m: Re r:f - i / INSPECTION NO. t INSPECTION RECO( 4 ! Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 '/ {j or v \ 1 . PERMIT NO. (206)431 -3670 0 Approved per applicable codes. Corrtion igd pnor taaap9oval COMMENTS: ) A / J ( C C 4"/ 24 /c1. c, 7 /1");21.7 LL /d El $47.00 REINSPECTIO E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter BI d., Suite 100. Call to schedule reinspection. Receipt No: Date: (0. Pr t: �J( �lL.�r2. T of In ( � ��lvc: ��` \ -Ad ress: Date called: � Special instructions: i Dat ted: Q��� p.m. Requ e /' Phone: !or r.-' .+. >'I•�!- ^- .- .. .. .'v .�s .- P;. .. a r ..�,. INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 proved per applicable codes. 1)4 -o/ 30 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: $47.0 ' REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Proj t: 1 n T e I stio � � .0,1' A ess: P(r Date call: 3 la special instruction r' Date w p.m. Re ues �, Phone: "?P/C " INSPECTION RECO Retain a copy withpermit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Approved per applicable codes. Receipt No: Date: vIK- PERMIT NO. 0 , Corrections required prior to approval. El $47.00 REINSPECTION EE ' SQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. t: Pro ' rttifeir T of Inspectiq d)ni1A/ A cil e.."911 el ., Iptecial Date calk," c...< a L 91 instructions: Date wan / t 40 . . Requqs Phone: i I q — SY2_2_ INSPECTION NO. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 oi s PERMIT NO. (206)431-3670 roved per applicable codes. n Corrections required prior to approval. COMMENTS: _40 $47.it REINSPECTION FEE REQUIRED. Prior to inspect on, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • . • COMMENTS : 1 / tri) 5 /22S- a 7 'I 6-1 ,t /CO c"--6--6 Airere-47 /S. (0— ....t/(4.)S /e (c:9 ,,L7 4> cn r./- #--- 4 / . \ 0 ,//2 6.a. // f/c /A ( 7 41561 , X-f '6 4 0 ,r e/- ".-,te 4-2-)A0e72& - .g / 910,0-Z - z PA,' e /7 0,‹ C/ - ) 01 ; 445§6" ‹ ■ 4 e l , e■it) V ect:44 ,( o t til , e of Inspection: rids 05 to.4.4 Ft,. e l ... ea e ll Special instructions: E:o arec1 hi a.m. ( 0 , "1 1 ,7i7 415 l et i B ttcr i ---..,......—...- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 ri Approved per applicable codes. INSPECTION REC Retain a copy with permit PERMIT NO. (206)431-3670 orrections required prior to approval. D $47.00 REINSPECTION FEE REQUIRED. Prior to in pection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 'M oie t - lei' I mo'" • ' r . �• Type of Inspection: • �" ear - \ l\ 1r dress• • Date called• J Special instructions: r , • J Date wanted: ({ ++ _,- a.m. eues e : p)(.;--1 it • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. + .. Proj ct: i 1 2 1--eir fileA461 Type of I siaction: °. .4414/ XI % / 19 5 Date cal led: Special instruZons: Date wanted , rn P.m. Request Phorw: ,,, cict5 —2z__ / I C) a , INSPECTION RECO Retain a copy with per ft • rv INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. PERMIT NO. (206)431-3670 COMMENTS: ca. /927 P? 4C.11 1.'1(9 e4( (40e- L I--- ei An Corrections required prior to approval. $47.00 REINSPECTIS FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: a Le, 7 ( .[ e j C / G 1 i vi I l" . r rze /0 A.67.,,c GC.4 / ; �r1 4 b• /Zed a ��-�1'1-, � ( " I i -e, 6 P1.. ei7 0 1-; c t/7-5 L#) - ) 4-9, id /6f AuZ, 1.1 ,ir , :`iii /)-t." f 1., ._\. to S 5 .,i, # t 5 !C 42_, ,t- s D, L 6 ! /b (( 7_ b c... - F' N.e: b /0 c ,L - 11/. ,Ju I . ki, / / . S/a( d `) Li 512 lr GI1 19 0 14 ft. en a 4 (.04/14 7 7.,.,/41, ti44, fr14 46 te-pid Phone: Z "Z "I o Project: ] tA. ( ,4 (e ✓ o S Typ�f Inspection: f�. vy, 1 v `1 Address: D L / e ! r Z /'/� (e � Date calj - -/ (1. C( e G- 1 Sp ( ecial instructions: Date wanted: a.m. Requester: 3 Phone: Z "Z "I o INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. I /'Corrections required prior to approval. Inspector INSPECTION RECO Retain a copy with permit PERMIT NO. (206)431 -3670 Date: $47.00 REINSPECTIONFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: (l D / Type of Inspect: s cd( `' A d e 5 L /!! p Sate calle4 , . -Spe ial instructions: Date wanted: J a,mf t Requesteh, Ys, f 1 ( , P p el 14 7 6 /5 -- 7C INSPECTION REC Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwjla, WA 9818$ (206)431 - 3670 pproved per applicable codes. Corrections required prior to approval. COMMENTS: ►-c.. 1,t c vc., -rte El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: :+ Pro :ct: rI a 4 1 P L ii A :d a s :_ �v l�f • / .1 a� /,�J� //�/ / 2 / . Typ- of i•-pec ion V i i� • Date called: LA a 9' Date wantd S instructions: w(�� - (C172 V � 1 4" / i O Requ rM ) hone o 24) 4 1. _ .2 7 2 Inspector: Date: .. , ..I V.fa r is ...te ,v`Z.7'." ':r {, ,..:: : "to"T xt , 7;C •K,Vrr" Ms"' INSPECTION RE D Retain a copy withmit INSP - ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 101(- 'pub PERMIT NO. 206) 431 -3670 Corrections required prior to approval. COMMENTS: i �l ..Itr -I $42.00 REINSPECTI • FEE • ECtUIRED. Prior to Inspection, fee must be paid at 6300 Southc: ter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Projq 2 - I-�c�, C� CoY Type of inspectio Fo.�...d.ecrri:,.c (6L Date called: lc/ I ( I k Address: _ ( Special instructions: Date wanted: a.m. Reque$ier:n p f fj Phone.No.: /,67- 414.. VA proved per applicable codes. 1 ''Corrections required prior to approval. COMMENTS: 56 ,12. /,CC'S G'L. -. *∎rir csi. `161,M+}'9. .. . .k.. r .,4 ...fir 7^. Tr+ „' P",+.""`.' +� 7 'tif',�y��,*' °' �•.,. �"' "1••' "' fi - w; C4.�i1... -n:i ire: �: ». ;:�. az: . . .. INSPECTION RECD Retain a copy with mit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 b ' -o'3o PERMIT NO. (206) 431 -3670 42.0'/' EINSPECTION FEE REQUIRED. Prior to ins • = ctlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: Pro% ct: 0- Pr � � 5 '� � Type of inspection; ,S t-AC ° Fo u t t'AT�a` Addr .. Q 44 TN P L - I Date call d• ���t� c QQ Special instructions: Date wa to It:? R rIg ' (� e)12 Req a tofr: B P 702°5 Ncw • 7 O2) j (.7'4' I43 INSPECTION NO. Receipt No.: Approved per applicable codes. INSPECTION RECD Retain a copy withiLdmit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: VI 8 - 3130 PERMIT NO. (206) 431 -3670 - Corrections required prior to approval. COMMENTS: 7 • A-4f 07 4 if ! Dater �� (� $• 2.00 INSPECTION FEE REQUIRED. Prior to ins•ection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. 2 Project: .11 Type of inspection: n ITT .�n^ S Address / Il _ 3 / Date called: 9 ��/ ? „. Special instructions 5 - Date wanted: / V /.2 / / fr P .m. Requester: j /5 Phone No.: _ 4, , 7 (/ -V� / INSPECTION RE Retain a copy with INSPEC ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 COMMENTS: /� L Approved per applicable codes. --/ Date: i [ I $42.00 REINSPE TION EE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. I Receipt No.: Inspector: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: Pxajgc� t VL &ail crr?..f) Type o) 77A7e, /-" Allrps -44- Pe, S Date called: Special instructions: Date wanted p. i���lCi a.m. P.m. Requester: Phone NO.: �t- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,' Tukwila, WA 98188 Approved per applicable codes. INSPECTION RE Retain a copy with it P 8 -or,o PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: pie,e 4907 $42/ REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: e o t c 'on: Addrt _ 44_104_ (5 Date called: Special instructions: _ Date wi le p�� `� / a.m. p.m. Requeste . Phone No.: �?,�$71�i41NH►71�1t'K r � .tt�'K+ �rws+a. INSPECTION RE Retain a copy. with ,i»it INSPECTf O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,' Tukwila, WA 98188 LI COMMENTS: b- Approved per applicable codes. PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: 9v/ : $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RE Retain a copy with, nit INSP ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Pro ct: 72,64. .ef/ /1-0 3., Address: Special instructions: Approved per applicable codes. Requester: Phone No.: I Type of ' spection e v, - 7o Date calleth / A Date nt V am Corrections required prior to approval. COMMENTS: awe $42.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Inspector: Date: PERMIT NO. - ''Skye - 's PIS- 0130 (206) 431 -3670 Receipt No.: Date: Project: Q-- r. nn (( IV) L r 1` , ^�� ++ � � Y Type of inspection: ic54 461_ Date called:.. � �� Address: 1 (g c 0 Special instructions: 2 -2 W Date wanted: 5 p.m. Requester: Phone No.: 9g5 ----- i 7 INSPECTION NO. proved per applicable codes. tun V isM.s�sa i g$ r ��_t r .sw`„r„V .F w.'t++a1?, , IF,, n rfa IW ate!' .2. 4 rit + 0041 04nrw.. a .„ INSPECTION RE Retain a copy with CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,' Tukwila, WA 9818 PERMIT NO. Corrections required prior to approval. COMMENTS: Date: 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: ChicagL _ itle Insurar:ce Company FILED FOR RECORO AT RIOL ".ST Or Y. HEN RECORDED RETURN TO ,Ed Woyvodich, /Tony Totnaso, . Add,aM 6510 Southcentcr,Blvd 94 • 0 Cr) THE, GRANTOR Edward A. Woyvodich, Cm, Si.... Zua .. Tukwila, Wa 98188 for and in consideration of Without consideration conveys and quit claims to Edward A. Woyvodich, a married person and Tony Tomaso, a married person as his the following descr•'hed real estate, situated in the County of King together with all after acquired title of the grantorla) therein: Lot 11, Block 4, Hillmans Meadow Gardens Division 91, Volume 12, page 64, King County, Washington. t = Volume 12, pages 64, King County, Washington. — r< an _ t EA Lot 10, Block 4, Hillrana Meadow Gardens Division 91, Lot 9, Block 4, Hillmans Meadow Gardena division 91, Volume 12, pages 64, King County, Washington. December 30 Dated (AVNJ 1 9 - Edward A. w8O1dal8h Indi.tdu: I STATE nr WasIIINGTON rol'\TY OF King ....... 'hi chi. dos te• uanall; Edward WOYVODICH h, m.• An,.wn nn hr the indiridud rkser aht rsrrutrd the within andYniY 11tl1M�}unw�l, and at kn..wletketI that ha... peed I f e . Qw a. his for and 4 ae \ph for the u.n art.I ttury11M4 • aline "ff %;'AS • • • • 4;11111 \ GIVEN - u l ndst my hand and °Atrial veal this 3D day s•l' . DcEa� ', .19 91 tali 1'nhhr .n and fur the State of Wa.h. m r..nhne at Quit Claim Deed 91 19 11) N• STATE OF WASHINGTON • !eerdary l tots ',m a semmton 101 ricottas s use • as his separate estate separate estate State of Washington, I he.wkM 1 .:..'l'7 , -•• COUNTY OF ........ »... ........ » »... On this . day of .... .... ...,. . 19 Warr me, the undeninnd. a Notary riddle in and kw th' State of Wash• , inatnn, duly rnmmia.imted and sworn. personally appeared ... .. to me known to hr the ....... Preeldrst anti.. r;.._ .... *arum. rsspMiYrly .If » » : Ile mnMtr.ian ih.i rrwrlcd the IniernasiartnrwL .ad atinsimh+lers1 the mod instrument to br the Imo sad wlwwry stet stand dead of rid twrlw. , Moon. for the twee and super. thmeht swnlMlad. sad em oath staled that • • authorised Is eaeemeitheatW leithowat sad that the meet afhird is llr cnrtww to oral n1 uW ,rrperstisa • '+'... ;:• • • Wilnes. my hand and official seal hpMo allied the day and yser flnt • shoe written No at 1'uhhe In and Int the Flat, of Wa.htn•ren. r.rl.lina at . A6 VC dcdc Is. George Butler 120335 Platain Ave. N Seattle, Wa. 98133 Dear Mr. Butler: Sincerely, NCR ENGINEERING INC. ♦*♦ 3211 Callow Road • Lake Stevens, Washington, 98258 Phone 1- 425- 334 -7054 Subject: Lots 9, 10 & 11 Block 4 CD Hillmans Meadow Gardens #! City of Tukwila I have visited the site as requested. The proposed single family residences on 44th Place South near the intersection of 46th Ave. South is in the 100 year flood plain. A minimum finished floor elevation of 113.08 ft. will put the structures 1 ft. above the flood plain, thereby, conforming to city criteria. The rim elevation of SSMH #1428 -2 can be used as a temporary benchmark to establish the minimum floor elevation on site for the proposed structures. Copies of the FEMA map and city sewer drawings are enclosed for your information and use. The city also requires compensating storage for the increased storm run-off resulting from the new construction. I have calculated that volume to be 388 cf. This can be accomplished by benching the front yards 1 ft. deep, as shown on the calculation sheets. Other benching or ditch reconfiguration schemes will work as long as the volumes are equal or greater than calculated. Please call me at (425) 334 -7054 if you have any questions. February 25. 1998 P/ '47 '.' 3 /,3 ‘; ,' ,c/ ,x:11 SJ �•� - Z- 254 9' 1 7 7 Q /if/ Sly <./77 RCixx.15F �/DLG//17 • d/ X02 - o� /2� ;d 77,4-c, Gars .7zY2r'? /Ze u) /Se r7zE 4 - Tar .¢/2 o 72 - <. -- r2&v &ro�,6-v 677 o, / ? 4¢ C. - s ' "7 Sego / a-' 5PzL - 2e',oa Cow (6/2 0,4t ous = ' _ D. 9 /��y, :4wS P4 /a7//vC ovef7z44 r/eirGociTy . JJ5 7 4-8 ar 6�•tss44 -zvius / V a 7/J C,4-e-C i 4.4 --Ta 7;: /D 40 7_ /! . , Z /Y) /x/, i /");'e , o,' • Co vC &wrra4-r7aV adpo 4 ,Pe alt 41/ eve ,' use //r ./ FOl2 /DD 4/2 .S ra/ 1 L = Z // ff� G C u LAL M'4-X a ca-',4 544" .rZ = C c.:4 = D. Z X 7-X 4 7Z - D. 2 fGFs G 0 �, 2 y /.s Qo /, 43 c #7 xa3s +L5 7t- r 3ao z1 in iii/ 14'0001 �..f- g6 ,,v24 -G E' 4 5 T a 9dr 1/j -= ef0 i 9° 4 c c 7 D 9 x D t 'z<'-53 1!/ a , 72 d'ittC"u Lef 4 77496=4 • CA -e..Ca LA-r 7 TAG �/G�GG//11 � , 1/ L D A 73b'S D -VXDi n = 388 CPS + Pa-Ns .. 4,, IEX!'.,, 5 - 7- /Z - 77 ... i • r .� v%Gr�;o ,e//(, /`� 41245-41-51. 't V 2X /i "X /,z= V OS &Q NovM,7 I t, u KVJ 1 LA 72 ) CalkzfrAcA C. , 1 28 - Q. ) q , '\O ,. � t ‘ 1�j t,o , 4 c,Q, N 1�.M� � s Mekpou> c,Ark1 1 a.61. %(Lci) 3 z �- (LID) , (ii) a• 0 - o zDos k4.% 4( 1 4'n0• S e6 4 Pe I P- Coy 'Ion o c, J 4 er 1: • • .•r:': • *".•,.: •.; . 4'; •••. • 14'.4 . • • ; •-: '.41 • • I i 11" \e -l• • • • • • -• • M SR _i_ouS gc.).ed 9, lo 4.1(. 1\u.. I la z4 4Q 6! q/A0d5C-7 . &L-Kumti s tO 614(72.%1 So#, ! I 1 1 7 7 1.7■A ImO ef.,\PPLIC i . 16,4iVildicti9 A1 ? ;11 • _ P. ET. . 4 / /410.1 -7. 4 .cM LLAikAt44 co') c -0- 1 " zrut:Kuht.p. cok4,.. 373 4 • dI , 1- et 1 41 :S ( • . 12-' vi 14, i 0 olf, ito7 5(..t, 14, TO 20 I K 2 _J ! I ! i . : r2.' ) i- .! 10 1 5,.f i 4,c. Srk.%i .--?---- - -i t , -- - ...-: - — • C) • W , .., k , . . , . . 1....t. !..._i_i_i__±..._. iL..._ L LL I ! ; •■■■•■••••••• ••• -2..00 .6 3 44 - 364.2 r • SOUTH COOORATE L CAU TION: P0 iEN AL UIiLIlr LUt'rLI1.1. lrVivInt. not ,. NATE CROSSING - CONSTRUCT NEV. FACILITIES BENEATH EXISTING UTILITIES. TION NEW PIPE AS NECESSARY TO - COMODATE CROSSING. EXTRA FT-7 DEPTH REQUIRED. DO NOT EXCEED 1/2 OF PIPE MANUFACTURERS F .:OMMENDATIONS DING MAXIMUM ALLOWANCE FOR DEFLECTION. SEWER STUB. SEE DETAIL SHEET 30 T MAKE THIS CONNECTION UNTIL SUCCESSFUL PRESSURE AND F.,riITY TESTS BEEN WITNESSED BY THE 'CITY. ' PROVIDE TEMPORARY BLOW -OFF ASSEMBLY. )E CONCRETE PLUG TO ABANDONED SYSTEM. E AND REINSTALL SIGN, FENCE, OR MAILBOX AS SPEC; ='IED AND REQUIRED. •E AND REINSTALL FIRE HYDRANT ASSEMBLY, SEE DETAIL SHEET 27. .L NEW ARE HYDRANT ASSEMBLY, SEE DETAIL SHEET 27. 'E AND WASTEHUAL - SEE PROJECT SPECIFICATIONS. JG WATERMAIN TO BE ABANDONDED IN PLACE. PIT - SEE PROJECT SPECIFICATIONS AND GEOTECHNICAL REPORT. 'ATE WATER METER PER DETAIL SHEET 28. • T WATER METER TO GRADE PER DETAIL SHEET 28. INECT EXISTING WATER SERVICE METER. DATUM REFEREMCE MOTES RTICAL: ' 1929' - USC & 'GS '!(ADJUSTED19: RIZONTAL: WASHINGTON COORDINATE SYSTEM, NORTH ZONE SHEET N 1• 2 -21 22 23 24 25 26 -28 29 - 31 32 • • s 21+00 DI WATERMAIN A .1 - • • •r • ft •! 0 mMIEMb •••■• maw mm. mmw AM Z:=X1INI2 IIIM • . .. . : • f, 0 1.11111.01 • l ••• er 11857 atiA:ren AM %, F 0 0 kN% SWF 3S OAd .9 9O1PO1= f 8(1LS 3N OAd .9 to'tol= onts MS 3M .9 903131 = MN 3Ad .9 10 3 9S'O1.1.4. I 11 St Airs +1Z 't 4ITED STEEL PRODUCTS COMPANY ENGINEERED PRODUCTS /ENGINEERING SERVICES , -08 -99 01:44P Woodir Lbr Truss Div 1 425 398 3559 I COPY 703 ROG ERS DI JV ; • MO■TGOM ER , MN 56069 • 800 - 328 -3934 • FAX 612- 364 -8762 tho i• crdittartCO. RCcc1;: t S ['lame.; 8oknowledc' :.'. L'; De.to Permit No. CITY OF TUICW1lA APPROVED ITO 1999 (,. t olo • .r. 2. PL P.O. BOX 287 15900 WOODINVILLE. REDMOND ROAD N,E, WOODINVILLE, WA 98072 CONSTRUCTION HARDWARE 13141_02 5L-D4. IRD6R - rR u 'TUK.WILA, WA. 1G+P'nl(s Z5 -7 -10 V,�i, P TAD 28 4-1Ad6Eg... (of? 5 1Mrsonl Nx26) �As REC.O M MEAL LED : sr) r 3 /4' 2 sPobtl • • • • RECEIVED • CITY OF TUKWILA FEB.-- 9 1999 PERMIT CENTER P.02 VSP - 5G5 • STR&p T /ES (1 /6'IX '2") L A ' / 4 , 4 '% *ILS I A/ E•fi C#4D CONTACT US FOR COMPLETE DESIGN AND FABRICATION SERVICE OF NONSTANDARD ITEMS TO: FROM: DATE: SUBJECT: JJS /tkf City of Tukwila Department of Public Works Permit Center NOTIFICATION OF UTILITY PERMIT ACTION Public Works Engineering June 12, 1998 Butler Building Corp. 11850 - 44 P1 S Permit Number: D98 -0130 Contact Person: Bill Butler Phone: (206) 367 -4143 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JUNE 12,1998: 1...11'NA f12TE, !M6 3/4" Perm Water Meter Access Sanitary Side Sewer Flood Zone Control Storm Drainage TOTAL: CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Dept. (with copy of application) PERMIT FEE 66,00 $260.00 25.00 20.00 50.00 25.00 $. 44( ;) ,,0 Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. John W. Rants, Mayor Ross A. Earnst, P. E., Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 1LA, r � eZE .1Z14 7908 April 21, 1998 Bill Butler 12035 Palatine Av N Seattle, WA .98133 Dear Bill: 1 BJECT: LETTER OF COMPLETE APPLICATION Development Permit Application Number D98 -0130 Butler Allentown Homes - Lot 9 )(XXXX 44 PI S This letter is to inform you that your permit application received at the City of Tukwila Permit Center on April 17, 1998, was reviewed at the March 20, 1998, plan review meeting. Your application has now been determined to be complete. Your permit has begun the plan review process, you will be notified of any required corrections or when your plan is approved. If you have any concerns or questions please contact me at the City of Tukwila Permit. Center at (206) 431 -3671. Sincerely, adLi Brenda Holt Permit Technician C City of Tukwila John W. Rants, Mayor ,Department of Community Development Steve Lancaster, Director ,,, File: D98 -0130 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431.360 ACTIVITY NUMBER: D98 -0130 PROJECT NAME: BUTLER ALLENTOWN HOMES DEPARTMENT: Building iyis Pub i Work ,q DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete jg Incomplete El Comments: TUES /THURS ROUTING: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions E] Routed by Staff El (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: 1 M- eeadt- PLAN RE /ROUTSLIP Fir Pr Structural n Please Route C REVIEWERS INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions El REVIEWERS INITIALS: V'R•ROUTE.DOC 1/98 DATE: 4 -17 -98 Planning Division yj kn Permit Coordinator mg DUE DATE: 4 -21 -98 Not Ap•Iicable No further Review Required DATE. DUE DATE: 5 -5 -98 n Not Approved (attach comments) DATE: DUE DATE. Not Approved (attach comments) El DATE: .. ■ REGISTERED AS PROVIDED BYLAW A S' r 4 4 7 1 !:e SIGNATURE V"�� "W� \ ✓+Y� ISSUED BY DEPARTMENT OF LABOR :AND INDUSTRIES o r t o O rir_N 9l(E HND. to F t'(vRa l TO OHCN r1 WACER 25 =a" 6,C" (DEN) o?E`I Dlic ' 12o' -o 7o $M.GS.M.H. -Z 51.AV. e RIM. 110,58 2506 "ASK FPPfd WNSE tK-SP, 40.0' L j PL S. l'tCrtASfla sr/ ATO Rude (Wet - roe or MAtsl L IrIS PLac6t� WITH ?No. RA (O M0.1 N, NO 0 sot-o" R.o,W, AAPNet t PAVING 0.4 0 N 'C 17 N ER fP. Cr USE: • rig D.I. tkliVSP,1.11.1. 1=tiGE 06 s •l A 6.. RE GHT CALCNATIORS 1ST FLO OR lOT FLOOR li T. 0.W. �I i 1 RYDCE AMID ABM LOV STUDS -- ft 5 These Mee b=ye been revievrelt by the Aubes cor'crr - __ ... z fc GROSS FLOOR MSS 1ST FLOOR_______ Z64 S.E. 41521 FLOOR 31521 FLOOR GARAGE 416 S F car P! A \ 1910 LEGAL DES( RIPi ION LO1 9 SEE Al fACNNEt✓f SITE PLAN SCALE %8`= FILE COPY I understand that the Plan Check approvals ere subject to errorsendo,efssinnsendepproval of plans does not aoteorize the violation of any adopted coda or ordinance. Receipt of con- tractor's copy of approved r plaanss acknowledged. Bya. 1`Q U.LIty Date 40 �i Permit No. D . � . IO BUTLER B11ILDIH6 CO. 12036 PALAf I1E Ave.. -14. SEA711.S, WA 28847 (206) :3 67 -4i43 — SEPARATE PERMIT REQUIRED FOR: &111C11MYCAL ELECTRICAL CITY OF TIJ&EILA BUILDING DIVISION GUY OF 140104 fPPROVEO 15 1998 BI,Vc, IGN_. REGENE1 CITY OF NKWRA PR 1 7 1998 bet 0 PERR'!TCENTEP • 18 ?x12 HF_2_FJ. 1e7L1: TOP RIDGE yr/D TRILSSES 1f .Wi.'M1111 1i11111■1111111► 1:' P Mcilk 2512.DF2 _ELR._ 1 1 I 1 i ■ ?I "CONC. SLAB 1 1 r ra 1srFL 113,68 -1 b 1 f a' 1_ € I r 1- _ y t- SECTION -R 12 1 /2 "PLYWD _SWIG - GIRDER -TRUSS WPM:V..1LT4.:G_ SUBLELR. NA IL trill _TOP RIDGE to 12°1, SS Li 'ID HDR 2,12 F•l. e 1s" o.c. 2'o FL 121,83 2.6 R e24" 4x /H HDR 16'z " GLI FLUSH 24F -Vb DgB'-ol30 5 /8 "PLYWD T UG :SUB R NAIL t Calf 2.12 H. F. 2 F.J. C 16 "0.C. WD TRUSSES C2* -0" '~ W MFIc STAMP `b' 00 4111 41111A10.000...iiiiialkhis1/2" PLY WD -R -10 TOP RIDGE 12 SECTION 0 ALUM GUTTER 268TUQS c 16" o_C. T.D.W. 1211.68 216: FL. 121.63 fi ^ 1sT FL- 113, 'y, K, 13 =y 3" L I I I 11 (7‘, 1 i 1 I I i I r 9" CONC. SLAB - I L 2 COW ETG. S1/ 2 ,1_ 3 11 L- 3 ' -6 " S 1, S 2(n'"2!a'12 "GONG fi -f--- pLAGES I 1 1 _ 1 2S= O" c' 30 "30` GONG. FTG. 19 ' 3 „ 11=8" — -11 I I II I I I 1 I I I I I II I I s,m Y "cowc SCAB 2'-0 FOUNDAT1OIL PLAN tY_:1 -d 1 P2 b 4 - 14 -`1S 5.0g .10•44 _tIVZE42""Pl •- ,\ \ = •-- (..o -'90.0.f7P=f ! 4,1.0tICP. C.041* 11-11 1-1 I I , Irco 2.QID 4 DIOI ■,, - 13 - -2 1 /45, FA/5 Pt DYU2 r[4 -. • 624" 1D98-or50 •dj.f. TO BE VERO IIJ.00000 ON 110 VOLT Wuj000 'OISGONNEWONSWITCH. Au DETECTORS TO HAVE A BACK UP SAL [LAY. RATT-.DISIMATION TEARS ABS JOINTS TO BE TAPED AND FACE STAPLE. BOI.11A1BkiEATB11 TO MEET AS7'5AECA REM. AND PEPYORKANCE EP- °Telatf..ERE N.E.C. 504.2.1 . ( PL. e7pm) _sitan* Ewa_ coarEag smarm To,s' H.FM. Acroo TsleRS : 4.. ' ,SERVICE WATER PIPES IN UNHEATED AREAS TO BE IN PER S.E.0 TUC; 5-12 S.E.C. 503.11 and provide R-3 INSULATION ASD , TO HAVE B SVEEfo OF 25 OR LESS. cLizrma 0-VALUES TtbIRD PER S.E.C. 502_15 , MOISTURE 'CCRITROL PER:S:E.C. 502.16 4 0-VALUE LIMITS OF WINDOWS, SKYLIGHTS, DOORS, ETC. PER S.E.C. TEL. 6-1. dad information bulletin 403. DUCT INSULATION TO BE A MIN. OF 5-3 SNORE DETECTORS TO SOUND MARY! ADDIBLE IN ALL SLEEPING RODAS , ALL EXTERIOR COLUMNS. BEAMS, AND JOISTS T0 BE PRESSURE TREATED., HEATED APPLIANCE SHOULD BE EONIPPED WITH A LISTED SECT-OFF DEVICE IN CASE OF PILOT AND IGNITION FAILERE. _EXPOSEP:DOCiS IN ALL UNHEATED SPACES TO RE INSULATE!, WITH R-4. 25 obt-io 12 GLACZ-IQG PATIO Tort.t.. CALe1.4■40 2a rt-R, ccfz*6 lo Rebel10 16:4/1110 ENERGY AND VENTILATION fGAN'nnulAcE) , Bums SYSTEM TONE FORCED AT;t PURNACE 01 hdag EFFICIECV.:CAS EIREB. ALL GLAZING IS TO BE VINYL, wmpas WaH OrmTIN.. MIN. 4 5 INCH E S /Rtvf VENITATION REQUIREMENTS ( WHOLE HOUSE 'ERHAUST PAN ) EXHAUST FANS novinING smpix HOUSE VENTILATION SHALL HAVE FLOW RATING .5 .25 INCHES WATER GAUGE sommo TO TABLE NO. 10.1 B. SEE MIS. now RATg xsi tag MAX, /SjagELEEK: USE MIN - rd. RI/D.00CE AND ANSI. RUN OF CVG FT. Emma FAN TO BE 100 CPU BATH ROOM PANS TO BE 50 CT)) LAUNDRY FANS TO BE 50 CFR PEESCRIPTIVE REOUIREMENTS CIJITNG UOO OPTION S. u. 40 COOLING SILTED CEILING WALL ABOVE GRADE- , R- imia. BELOW GRADE R- MOE OVER UNMATED SPACE R- 11 SLAB ON GRADE S. P fce• 5 7L 0 5 f Th Cat,ercop EL GLAZING/FLOOR AREA PM I /-7 4:14 GZCl hs; Piel)re cow.tz w/ Pali-s 4 FOata, D98 030 ,C 2X12 E d -ivra7 (veg.. Ro. fieM r E1=T (IJoRtf-1 ) Cco R,IGNT( SOU TH1 s CO, t?"r-R �gJCIrJ(CD F74 . x[L PJEVEL SI pt ° CV2 . 1- L r fz ;5 =EL 1,4 n„ co D J• I - LA . i 6 P L7 � j- ,C'oW•FIN p L.00R 113.04) EXISi(i 4 PIN Cyge. JE E SITE p��l � a e dilliggi I F NM go W D . " F4.7, 2x12JP?n 60kII P iR 5'�FEL7 tirrat2L.4:( ,V !o "x1 0 " oVetH eo2 7ROH T ( w e ) v 1!01 IV REAfZ (EAS } Cod 1'1E42 ALLH C9J TP.. 2 x CD GoIZN L"f', P.77 0 f W' flM RECENED CIT2OFNMNI A A PR 7 1998 PERMIT CENTER ■ ffD I I -B `l0 1,.. GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR .VERIFYING' ALL DIMENSIONS. WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL ;PLANS IN 971E FIELD AND ANY DISCREPANCY SHALL RE BROUGHT TO THE ATTENTION OP • 'THE DEuIGRER PRIOR TO leNBRECING WORK. ALL COESTRUOCIDM PER U.B.C., 1994 EDITION.- IN CITY OP SEATTLE ORE 1994 f jS.0 C -IIND '199'4' WASHINGTON STATE ENERGY CODE. t ,. :ALL- POONDATION PLATES. OR SILLS SHALL BE PRESSURE TREATED DOUGLAS FIR i i AND BULPED TO AWE FOUNDATION WITH 1/2 INCH _ DIA. BY 10 INCH ANCHOR BOLTS 4A305.54B BOLTS AT 4441T ON CENTER, WITHIN - 12 INCH OF THE ENDS, AND •, MINI MUUxM OF, 2 PER PIECE.( BOLTS SHALL HAVE A 90 DEGREE 1100X' OR HEAD =�BDDEI)A MINIMUM OE 7 INCH INTO THE CONCRETE. ALL WOOD IN COMPACT WITH .EARTH OR WHICH IS IN CONTACT HPIH EARTH, .SHALL BE PRESSURE -. TREATER 1U.B.C. SEC. 2317.4). 4. ALL ])ORIZONTAL FRAMING LUMBER. SEE DRAWING S2, FOR LUMBER NOTES. 5. BRIDGING OR 2;: SOLID BLOCKING REQUIRED AT HID -SPAN WHERE JOIST SPANS ARE GREATER THAN 10 FEET: 6. CONTRACTOR' TO SUBMIT ROOF TRUSS CALCULATORS BY FACTURER PRIOR TO ,INSTALLATION. ROOF TRUSSES 'CO BEAR MANUFACTURER'S S AMP BY AN APPROVED - PLANT AND NAVE QUALITF CONTROL STAMP' ETC 0i) EACH TRUSS ,i 7. CONCRETE COMPRESSION STRENGTH TO,,MCH A MINIMUM OP 2500 PSI AT 28 DAYS. MINIMUM OF 5 1/2 SACKS OF CEMENT PER CUBIC 8. FOUNDATION BIHES.ARE BASED ON A MAXIMUM 1CY1!AL LOAD BEARING SOIL PRESSURE OF 2000 ESP. ALL FOOTINGS SHALL BE PLACED ON LEVEL UNDISTURBED SOIL. 9. ATTIC VENTILATION PER U.H.C. SEC. 1505.]. "THE NET FREE VENTILATING AREA SHALL BE NOT LESS THAT 1/150 OF THE AREA C THE SPACE VENTILATED, EXCEPT THAT THE AREA MAY BE 1/300 PROVIDED AT LEAST 50% OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO VENTILATED AT LEAST 3 FEET ABOVE SAVE OR CORNICE VENTS WITH THE BALANCE O THE REQUIRED VENTILATION PROVIDED BY SAVE OR CORNICE VENTS." 10. FOUNDATION VENTILATION. UNDER FLOOR AREAS SHALL'BE VENTILATED PER U.B.C. SEC: 2317.7. OPENINGS IN EXTERIOR FOUNDATION WALLS SHALL HAVE A NET AREA OF NOT LESS THAN 1 SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDER FLOOR AREA. . EXHAUST PANS, RANGE HOODS, AND CLOTHS DRYERS SHALL VENT TO OUTSIDE. 12. NAILING AS REQUIRED PER U.B.C. CHAP. 23, TABLE NO. 23 -I -Q UNLESS OTHERWISE NOTED. SEE DRAWING 52. 43. ALL EXTERIOR WALLS SHALL BE DOUBLE WALL CONSTRUCTION UNLESS NOTED OTHERWISE NOTED ON PLANS. ' 14. EXTERIOR WALL CONSTRUCTION REQUIRES BRACING PER U.B.C. SEC. 2326.11.3. 156 PROVIDE R15 PELT UNDER ALL EXTERIOR SIDING. _ F16." ALL INTERIOR WALLBOARD '(G.W.B.) SHALL BE 1/2 INCH UNLESS OTHERWISE NOTED. - - 17. ALL INTERIOR DOORS SHALL BE 1 3/8" THICK. '18:' ALL TUB AND SHOWER ENCLOSURES SHALL BE WIRED, SAFETY, OR TEMPERED • • EMP 23. ALL WINDOWS AND GLASS SLIDING DOOR FRAMES SHALL BE AN00IZED ALUMINUM WITH THERMAL BREAK. • 24. ALL APPLIANCES INSTALLED IN GARAGES PER U.M.C. SEC. 304. GLASS. 1 WALLBOARD. WALLS SHALL HAVE HARD MOISTURE RESISTANCE SURFACE UP TO 6 FEET 19. TUB AND SHOWER RECESSES SHALL HAVE 1/2 INCH WATERPROOF GYPSUM ABOVE FLOOR. 2D. ALL GLASS ITHIN DS FLOOR AND WITHIN 24" OF ANY DOOR SHALL BE TEMPERED. • 21. MAXIMUM WINDOW SILL HEIGHT ABOVE FLOOR IN ANY BEDROOM SHALL DE 44 INCHES AND WINDOWS IN BEDROOMS SHALL NAVE NET CLEAR OPENING OF 20 INCHES MINIMUM WIDTH AND 24 INCHES MINIMUM HEIGHT AND A NET CLEAR OPENING OF 5.7 SQ. FT. 22. ALL HEYLIG�S SHALL USE 7/32" FULLY T ERED. SAFETY GLAZING MOUNTED ON 4 INCH RIM WROTE 'EWE ROOF. SPACING BETWEEN SUPPORTS FOR FLAT WIRED GLAZING IN ONE SHALL NOT EXCEED 25 INCHES WHERE SLOPE IS LESS THAN 45 DEGREES. 25. COMBUSTIBLE AIR (FURNACE) PER U.M.C. SEC'S. 701, 702, 703, AND 707. 26. SHEET HETAL DUCT WORE PER U.H.C. SEC. 601, 602, 603, AND 704. SEAL AND TAFE JOINTS. 171. VENT CONNECTOR. ALLOWED ONLY IN SAME ROOM WITH APPLIANCE PER U.M.C. SEC. 224. 28. •REATING UNITS SHALL MAINTAIN 70 DEG. F AT 3 FEET ABOVE FLOOR WHEN OUTDOOR TEMPERATURE IS 10 DEG. F. 29. ABPRALT SHINGLES SHALL HAVE 015 FELT UNDERLAYMENT, 3 TADS, AND BE ED TO MINIMUM INIMUM 4 IN 12 (RORIE.) PITCHED ROOF. DRAKES 30. WOOD ES AND SHINGLES PER U.B.C. SEC'S. 1507. • ORS AND BE INSTAL TURERS SPECIPICAT PLICABiE: OOR SHALL ➢P. OPERABLE FROM THE INSIDE ::��CT '''34. HOUSE- GARAGE OCCDRAUCY SEPARATION: NEC. 302.4. - A. 5/8 INCH TYPE X" GYPSUM WALLBOARD ON CEILING AND EACH SIDE ALE ',WALLS AND 2 LAYERS 5/8" ON ALL CEILINGS WITH FLOOR OVER. H. GARAGE TO DWELLING DOOR SHALL SE. SELF CLOSING, TIGHT - FITTING SOLID CORE, WEATHERSTRIPPED, AND 1 3/8 INCH MINIMUM THICKNESS. C. DUCTS PIERCING FIRE SEPARATION WALL. SHALL BE. MINIMUM 26 GA. , GALVANIZED STEEL. '35. ENERGY NOTES: '-DEE FLOOR PLANS FOR ADDITIONAL NOTES AND VENTILATION. A. INWDLATION: : - ;- 1.1. ROOF WITH VAPOR BARRIER ON HINTER WARM SIDE A - A.2. EXTERIOR WALL R -19 A.3. FLOOR OVER UNHEATED SPACE, ELECTRIC R -30 GAS R -9 0.4. BASEMENT WALLS, TO BELOW GRADE LINE R -119 A.5. FLOOR SLAB ON GRADE R -10 (2 INCH X 29 INCH RIGID INSALATIO4:AT A,6. FURNACE DUCT IN UNHEATED SPACES R -8 A.7. FOUNDATION WA7,LSi HEATED CRAWL SPACE A -19 TO 12 INCH MINIMUM BELOW EXTERIOR FINISHED GRADE B. ALL GLAZING AND ALL SKYLIGHTS SHALL RE DOUBLE GLAZED, U -VALUE 0.6E MAXIMUM, AND WITH THERMAL BREAK. IF GAS FURNACE.USED. DO C. EXTERIOR DOOR SHALL BE WEATI1000ERIPPED AT, READ AND ,'LANDS. D. EXTERIOR JOINTS AROUND WINDOWS AND DOORS FRAMES SHALL BE CAULKED, WEATHER - STRIPPED, OR GASKETTED. '1 36,' STRUCTURAL NOTES. (IN SEATTLE, ALL DESIGN LOADS PER S.B.C. 1(I - A. KNOW LOAD 25 PSF E. FLOOR LIVE LOAD 40 `.nry', C. WIND LOAD, EXR. 0, WIND BVFED 80 EP( D. ALLOWABLE: BOIL BEARING (TO BE FIELD VERIFIED) 2800 PSF Ht RETAINED SOIL ACTIVE PRESSURE, EFP -• 30 PCF ENTERIC LOADS BAEBD ON UDC 20NE 3 O'. .REINFORCING STEEL, AS15. GR40 H. CONCRETE.' PORTLAND. CEMENT 5 SOS air", 015 31. FIREBTOPPING, URAFTSTOPPING, AND FIREBLOCRING PER U.B.C. SEC. 708.2. (L). 3 METAL FIREPLACES SHALL HAVE GLASS DO LED PER U.B.C. SEC. 3707 AND U.M.C. SEC. 912 AND MANUFAC IONS. 37. SECURITY, IF AP A. EVERY EXIT D WITHOUT THE USE OF A KEY ..OR ANS' SPEC IAL I(NOWLEOGE OR EFFORT. B. EVERY ENTRY DOOft:SNALL HAVE A VISITOR OBSERVATION PORT. A G ARAGE DOO SHALL HAVE A LOCKSET W C. EVERY;ENTRY ITH DEAD BOLT OR DEAD LATCH W(TH, /I L EAST 1/2 INCH MINIMUM THROW. I. DEAR. ROLTS bR AP ?ROVED LOCKING'DEVICES ARE REQUIRED ON ALL PATIO OPENABLE IYDCHS / ZOCKCASE MOUNTING DOORS (SLIDING) AND SCREWS INACCESSADLE FROM OUTSIDE. Ps=20,000 FAD li 11.1 Cif o2e 7 04 P , PPW J 1411 4' : A=1.11.1120 1Mpn Ft ptr cAP Wp PO•J'r -E PO ze 4- P w /2 /6' ezoL dka �k:. °A,RG CP' NOE L8.J E.W. F S UPI)' = its i ZX(A•WI.E II gG Ice x '44" 14VVP Leta. E JL24loll w/ rr r I.'' f 41 -oYZ.d zU lo'sK�.c.' 2- N4coNT Cerslit. - POARRIER L� Wes I I11 tiz4 I 11 I r 1 7 4 10 Li / I) 4 COT 1 9. 4; INTR R, ('. `a }us 1'.0" S I 4 coJT• for e za*r. j PE E` P V II azions .comfarp EMI 231f4U1 Cl 51. )k 2.4.5 ZA4 ri k-a- k. GJIOAJ JC'JI: TO 4c2Ur. Psi?ENOR -SLAB; BSI 2. VIII I� .I 14, :eR IC�ii Rg j Miar., 11V-I �p)V 3 ftm.c4g4re I STOIKT CRAWL g/4 "•I •o• S SIMf' I d '2& w / 4.!v Ie "0 t1 2 , 1ta^w 10 or jr 2 PLR. IV'JT EE PLR, FL-p--1 '(a KEEP WALL- REVTRaIUap WHERE PLCtaR Ir�,A f64to4arl vso.L.., !1a E 2 "x mr:(.o, AGI .4 or SP6&Pro, P C o � Est. , ro 2x(2wII!7 o ;.o" PO -11 II.)eJ 0e 4- vERT C,12 4)4. HOR,Z G'I GRIP ' REEp � *1-4 J L61PJ 4...11210) 14" j- II�II� i 41e{B vr�zY. 4 2 • 40 IJ1 N rar p u�l 3 12 SLAPJ • =1I2. �a9R 2- *4co,g1.1 N1 its 7 1- 1 44GGU7.1 3 !O I 1oP If tvtt.X 2. k A C.A R, 6001 . FTC. SI L.i',0i 2 ". PLR NST SEE Fad Nlb.T100 10 545 J ELiv47 T 2 CP...!I' J P.7 PLR it 4.4 Pa+6r -(O MIL //0 :' / ..'� i . 2 -#4EW i1 OI.IG. PI.R 770.04 ALJH bl Rr�s -f� PO.I:. 02' :SA, hta r'0. /co O/GR I'IOP PLATE \ CT' L`IO hCO OVER VZ _TW'2. -, JOTIJ�AVE 15'�L7 -1 L47ER� RJE OF W5 WHEIJ c<.�r'L. I OC 'I.Y�J. G 21JPI PLR 2.>gi R• Y2:4 x 1 a "AanG4V oc. Xca P I �J'JJaelw 2 - a"O�* S -h 1-r ILP" w/ R- I1 E �L� I TneRl.>a- TO 4 x II 15'.- ax A PJOVb£ � ►� '2 °. RI 1.=,7f TOP oR `1,6.' fJH 111 LK �. I 1Na, 510 ,KO OVER P .'Uy // ' 19X011/10 1 O/EP. J05 L� IfOIS oP +.�LAP.� 2- E 4 err 'P @roe I �hIJ. h R4JJ 1 r �I • 1`r coIJG , FIG. . FOS T ITT, srOS( GR w1, OE 0 130 4' " S' 41, 4'114 II 10 H 1 2X 00 0RIM -ESE t" Wt'R G°' llv pi, hID IJrn , % F M1,OZ OSP N 1 72 � 2,,c,e -aril 1. Ica" R-11 / R -1 vz "PLYvVO- J IJDIR CeIOIFJIO 2x<A r. 11(0911,1, .0110, w/ cc,. AIO'AP0 p . Yaiovia71 ,J VE.T I E(GJ 1,6.7101E .G.ORIVEWY Rp17 PAT. (OE 2. 4 4 /0611 , TOP I Pa CON T''T6o' St '2 41 4 Go Ito cf.ISLE W.tt ACe'CINL 5I' WO 1,bM WO. . Pty. J VII il ', U " / ILE 4,04. W Me 1 VeCt 110 Zx.4 P, t• Karr II 7 Fr- 24+4 GJ COr 1 7t-E Fab N w %R-rt tusil Imo( Vz "P rfiaP w/ wp 2 )DIIJc1OVERR 4A69 4 Ca. LORIP c-f-ftEEO r di // //HIVNCIUMV/, RE5Ta2A1NED WPLLL -( ) er VVALL n 5' 0_ API-1P PERIti "srER 2.(P 4 R1 Md II.I. WI V2) Io ACT- 2. 44 „OIJ7 Y2 "G,DX FL. ,EXEC RP • GJN1(O, 000 fl,* IP w /NP NO1IMP LL.1' 2.4 c-oNT Ro.T1 2.Y✓l• MIIlZJILI..- WR veRRER FIT A.G' OgiVEWY Ne.T.rARa'ne e EHTEIJO 12" P.x' ONv P t N IK110, M'IJ, 'h'LI.., (P, GIRGER RzKET H2.2 I{,JRRIC4:l( 4111P? "r0 2 -2xc/ R 38 P .00/,11 ' II 2 2xco GOo)r 2.2.6 F., l PLa.'FO a .AT.�.S . TYPI2.42 \ 4f ✓PN? F! coRS JOJ PJ. P . 1101570 G�10.f DoE .:R6GErJ WAL.al - 2'I PLR irvt 2,0E RAJ 7 3/ "zf co P- Y'NIo '7J1O: ?LP-- X1541, sLA-LIE ' P1-Y41 IN1Eo Na, NAIL W / 8d Cp)LC ' ELF I 4,12 "C� FIELD / "caw. � I-10 f -K. A'r MI0 2. 2 x 6 ' 554X11 wI-tE.1 SLAT LeR EATER. TN 1 o ' -o' / HA 2 -ZxlO ----- QROVI:2E I I 0ULk1IO6 60IJr P.A25 OVER JNNE0.1E0 /R.'LORo 5E PI., t ' WbLW� 2; - co . (�T�MJG�aI�L MAX. -12 4) 1I.1Pb ON ILLO 4 MI INro 4 "cc I1477 /0 24/0 I /2 5/2X , D I - 'Rv. GE' -rco, oJIrE S d G'' cF "z. Days 12W ' v @21 . l U/ /Mao (i P I/ Z I A .10, COPJJE25 , 7 "EM P txa+� ' `4 TNEP' --1AL - 10 RI1olo N E aw I I0E OTE p, � r-oo kv/4 T-c JatJ ; �PI?J�! 71 F4d- 5001,. 2 STORY WALL A2 SrOR WAL iti'D PJ6r Pit '1 nP P-aJ HUP c,+E, 5 1 a.co) .5- w WALL 54/' i.ICO "05 232Ca. 11, 1 7 7 2.(-0 200 2xPi1 '(ST oR POI,�'1a 1'0 PLAEE WP. °JI OIJ '7111 1 /2' ✓R PELT - 2. oL0 TJ oc. 0 G I. PRi P SCREEt, TOE' OF ='fir • -11 el 'III © 'I. i .I 2 -' 41 c oipip I /Vrgi reE O.71 1 KVR,A' P R:1 7 P9 ERMRCENT GONNEVIION A . NAILING I. Joisl lo sill or girder. loc■Gil INN 2. LINEIging lo joisi. locnail eaclienal 2.Nd 2. I" x 6 (25 Mill X 152 non(suldloor or less to cad/joist, face mail 2-114 4. Wider Wan 0 x 8 (25 mil/ x 152 non) sallow to awls joia4 face nail 3401 5. 2 (51 non) subfloor 13 39(3 or girder. Wind and raw nail 2- WO , 5912 391 co joist or Mocking, typical faw nail 11231 I4'(401 2( 49. Sale plaw to joist or Wooldng, at Waco/ Wall paoals 3-184 per 16 1404 Fori0 7. Top plate wood, end niil 2-18d 8. Sind io sple pima , 4-114. toenail or 2-15d, end nail O. Double surds. Pico nair , 16d 14 24" 16149(20 60. Doubled lop /dates. Eypic race nail 1004 1, (411(waro) no. (441c te, Owe, lap spl, 8-1,1 11. Blocking Manion joisis or /Alas ro Eop plate. wenail , _,. 3-8d, 12. Rim joim lo wo Owe, wolai1 WI nt 671152 990 4.1.. 13. Top plates. lapswnd inientswiwo. Nee oWl .- 2114 14. Continuous 942442. 40 pleas 11E1 al 107 MO ran0 4.2. along 006 dilge 18. Coiling joists.lo Oa, Encnail lb. Cm/mow heade91/ mud. 11.44 (ii 17. Ceiling (alms, la,s over parr/irons. Ewe nail 3.10d 18. Ceiling joins io pandlel raters, (414 101 3-1(W IP. 19(04 to plate_ towlail ' 344 01. "(25 owl) tone to carli slud and plate. 2211 242 + 2.64 21. I 810 (25 nial X 203 non) slwailling or 1ess In east/ lwariag, (a. nail 2-8d 22. Wider Illan 0 x 8 lam 2 203 mai) shendiing lo tad/ bearinpi two nai 3410 23. Ilniliwp soma studs Hal at 24 010 nind ow. 14. Bulb, girder and bean, 20al at 30 (813 mod o.c. at lop and twitoni and staggered 2-204 al ends and ai each splice 28. 2 (31 ulna planks 2-1,1a/ cao bearing 404439404 tartatio 26 Wood snow, panels and pas/Old/owe Sall., roof s and wall sheathing 0o framing): (1 inch = 25.4 oni) 84 or 00 '0/7-17 ao 1 OW 10d or 8d Combination sibll000undedaymeni 09 framing1i ET il411 4 334 rond• 5 /4 . and less 8d 6 - 4R 5 /s 7 -1 7 8E1 0/0-1 101 i or 8,1 27. Panel siding Ilo framing)/ 4 2 4 : (I:G2::1"'"' '.,,,:: 28, litscrboard sliewhine No. 18 04 ' 120 min/ No. I i ..,, REV No. la go 29. Interioryinielins W NW ' • ./- '. onkvI ro .. ' VR,T„ WISE nuoirro - 1 , . .1Thfini- INACCOMILINCOMit Sic.76.041S-.44. '.' "..; • ' • ' . ..- . . •, :i CX3,,1 WIE.ENOINEERWELL 1 °VIDE A RESOUITION TOWLE (KIES ... ,,, , • - STEUMPACPLYNF SHAMED APASTO lf cO.PUIGGEO. Do" OCKMAX " • " RH COBX,ANDST'AttpoDS: EIR WIFitIOFFEMOR GLLIE.U8OSS NOTED . , , 2 . ';4 . I _ 4 ED.. wmiSEA mEmrs.) 060 FOLLOWINOSTANDARDS SIIALL ALSO BE USED- 1 . SIMI CLASS - ' ' EISaR ORADE .2 f: - SIBESS ` ' - 4262 6.0 NONSTRUCT ItiEntioREERTE. EV _ - ...RN BASED UPON Fr:20.000 FM CONCRETEDEPOSITED MAINS:TEARER CONaeTEHAPOSED TO EARTH OR 0./EATHER ur CONCRETE NOT ExxoSED TO EARTROR WEATIPER - 3 LAP REINFORCIN1316 DIAMEMPS.MINIMUM MINCERS. AT SPLICES APED WAIL CORNERS AND 10 157 . 1 - Q121' IA -CO t ALL WINDOW AND DOOR OPENINGS, IMMO MB4RAUM PA INCREXEVOND CORNERS ADD 44 X .,,,,, ROW,. ARESE/ppLEmENTARY ANDROT INTkPISED TO STOWE= TEOLDRAWINGS. AMPATCAN CONCRETE INSTITUTE (ACI) SPECIFICATIC,NS FOR STRUCTURAL ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE I CONCRETE FOR BUILDINGS (AC1301). STRUCTURES(ACT 315. REVISED) 'If 8, • l l , ..ar: ) :DP., 77 1350 .1 :: ''.355Nr(S) CZ? , Fb= 850 . 3 t B&SNXBEADERS/BEAMS) DF AC) BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318) i GM (SRAkE BAL 350 NO 2 NO. I Fa =1300 Fb - 24F-V3 P i2::: DESIGN LIVE LOADS i CONE BM. AU. RODE 25 PSF DECK 40 PRP BTECCIERTIEIRIN 24E48 DF 1 93.000 50 STAIRS 43 EARTH PRESSURE . PASTIXESS: RETAINED BARTH ACME (COUTVALENT FLUID) PRESSURE'S PCF p 2 3 .k BOLTS .. ASTMA207 P/M1 WARMER AT WOOD 1113523111 P005SSURE -. HO NAILS . COMMON WRIENARS MARMON ACCORDANCE WITH SeCTABLE211.8Q, 1 corezEcroFts - Sir2SONSTRONC-TIBOREQUAL Mt ALL HOLES WMAILS011.13007SDER RECOMMENDATIONS) I 1 t I PREFABRICATED MATFRIATS: ' ■ ' WIND LOAD: P=Ce CG Qs 80 MPH WIND ZONE 21 32 CA FSF. EARTHQUAKE: , V- ZICW/Rm. US C. ZONE 3, 1.101O FRAME MOOED SHEAR WALL SYSTat R2=8 (PLYWOOD SHEATHING) OR 6 (OTHER MATL) V 0.1 W OR 0.1404 RESPECTIVELY VOUNDATTONS: ASSUMED ALLOWABLE SOIL 13EARINGPRESSURE1000Pw. NOTIFYTSflNGINEER QUESTIONABIE MATERIAL IS ENCOUNIERED FOOTINGS SHALL BEAR MONNE/N. UNDISTURBED NATURAL SOU. A MINIMUM OF 18 INCHES BELOW ADJACENT GRADE CENTER FOOTTNGS BENEATH COLUMNS AND WATISIJNIESS SPECIFICALLY DIMENSIONED OTITERWISE CONCRETE: SPECIAL INSPECTION NOT REQUIRED; COMPLY Wn11 SRC SEC 4703.33. 'EXCEPTIONS.' DESIGN BASED UPON 3252500 PSI ALL CONCRETE SHALL HAVE PORTCAND CEMENT, HARD ROCK AGGREGATES. AND DE PROPORTIONED FOR STRENGTH. DURABILITY AND REDUCED SHRINKAGE ALL CONCRETE SHAG. HAVE A WATER REDUCING ADMIXTURE ADDED IN ACCORDANCE MIR , THE MANGFACTUREKS RECOMMENDATIONS MIN. SERENGETI MIN. CEMENT MAX. WATER USE 310 226APSI 5 I/2 SK/CY 6 0 GAL/SK AU...EXCEPT 1 . 111 , 1 ERSECTIONSINLESSSHOWN OMERVASE ON THE DRAWRPOS. 184118114018 245 BARS AROUND Top rpro 1-1414' WALL Pr, Fr.0,11.. A 4 4 7. L (1) ) wsv RoiJsf -r gear, sTAIR, secr, 0 ,4 8 SILL ANCHOR BOLTS 2 THEN EQUAL SPCS Tre, HEAV1 REQUIRED STUDS :-- a SEE SCHEDLLE I I WILD-DOWN. DA STUD FOR BOI_T HEADS il k F I D REBAR. AB D AA. HOOK INTO OTING -CONCRETE WALL. I, SHORT IF AS r iv- , ,V Irtimi ' 3-o4 t5) „ GONQRETE - SEE PLANS FOG 1 I NG , 111VMUll0 . 2-0 • A cemyki PREFAMUCATED MATERIALS 514114 OBTAINED FROM AN APPROVEDFABRICATOk WHO ' SHALL SUBMIT SHOP DRAW/5 AND SPECIFICATIONS TO TIE BUILDIPIGDEPAITOONT ARID 4 ENGINEER FOR APPROVAL KIM TOPAHRICATION. THE IXINTRACIOR SHAWN/AFT THE : ' ! ERBIDING DEPARTMENT WHEN FABRICKPED TIEMS PIAVE ARRIVED ON THE D3FISTIORT0R1IX N.. WAIA,. - 201P oirott'Y' 1-.111tfri* 2y.4 FL.5.W , . WI- Slca Re 24 : Will •., lc/ HOLD-DOWN CORNER DETAIL® GAR, 51,6,, e.,17-10U5a - 6/4" ° ' - - - ' gal= vberce -ra owe. at.fal0 lap rt._ C.:ONT. 4 Hpe. 94 135' tem& Top ae.f3lalia4. I 441. ^Wig (t)-e% , AA] p_19•414 -0 ea- e ••P 4 = 1,,461° s3UE4 V 5 -Sr . I 14 4,19 e c AL rt...26154.,110,NtasK4.42..42UP4 . 1 ZtJ34 Esi.40It2467 IE414 C -5F16.114 j05F 44. Vc"41 141- El-553 csis.zolT ". .1 (3)- t3A ttL'its, 14.41- 41-1 L_ _ To r 1 -I MI FiK14:444. Fgost1 WALL. '51VM eloirsy Joir. ‘DS FLO(4 5H EA R "FgAi.1SrER 21.10 STRY-i t 91KIKPERe 8 1-11P FONT St WAL.L. ALOP69 .t.TR.R.lcotic. 1.41..le of• e4ArsPE r ME:TAL F-lf591.1 Z- P514 6 r#s etwre ryrs x foK Lt6.c4..E PAGE LI WOW, 5 Co a 51t105e.. 160^CG, C2 , R-1 I045 1 1 colo. F t: si, rou p e OF ,OWt1.- RETURN E.I.Jtxv fo WALL- HAQPRAIL. !. WAI= L 42% 12E-Gt RAIL- 14 4 12' 11- IEod pl-R, yer 6gs rtso I wed i.-rioQ oF=E 541.44 lor4 110)4 j 0 - .Vet 'INCH re.I 4 rexte, oft-O ..am 10415752IEI 53.1.8439 PU142 ME e;ICse-CP t1416-1-, r4"-{1,077 R111- 'r ro.11052 0Ktarr.14.9, 2CC-114L ir a.-xo APeWc- 1.17 4 SiU ye 08 '24/r454 4 LATERAL RPSTRAINT PANEL r= H-.4PERVIok I IT 1.4 2.C., 491 - rop ) ••bPINIPL.Eao kV% 14- rl..{Z 1.#V1. 2s5# 1199 49 40 1.. 45P24 APAR foP of* t'1.411.4. pelovv sarst or,. maw man 114. II/ 11311 Gn.ir t}t7 2 fkf3.1 4101 2CD V463/54, o N 1 rirt7MESEESSEE0. SAFEBEEMERSI*0511111 K.-101141 Maki TILE - 114?K alup E17MtRD.: WA-L. ka. Vco, PtES at: YVAL4- vv/ CR 2-2.4 p.c co 13t.e..t"6 4 5..1.4.4 2.4' T STOR.1' Of 2. sros 0 I ST 0Q.21' lc Ai_ TER bRAC EC) NA\ 1-l- PAIJ LS tVVP <4.424:0 GS 00 Co, T\ 11..-_7474; icr LEES Ottoc-h 1-4A) • ) 2.4 ICa" 52 010J14i 4.DK r 7 24 fk / Vz.'e.ow.J A KOOF 01.1 1-4 02124T ii 9...A F --.1c16.0 151,4110‘ Sr<\l'Ll&H F T s AT ROO - --- f i 11 li ';1.. , 1 '' . ,-i hilij• . II), s.vv,-rz I -I I ft 1 l 1 /1.-ywo. g.o., w/ d f...14.1&. II I ll (3 4 1 fa.64-.1 raoei... /5 P92JP00), 1 1 I 11 - HLv'" izAAA.1 ii 1 044IbJ. . c - -SST 1.4 Foe '4'1D \- cApac-rry , PEA KInocr ioN1 L IC T TABLE 23-1-0-NAILING SCHEDULE shim Vi'vvp 1340/814,I6.14ro 6 ca 54(5355052 ,1 1-2"e 1 &2,(514r<5C 531/334545 - 02.6. ■: 500 u ='5 C.42.0c. ust . 2 4. 0 0,2 2.. liz, A. 5.3 J5453 1152 win) ai all suppons whew spans are 41 inches (1219,111100r INore G NI ANNA] siniviuraI panklalward tilaploaarns anal sland wallswiz, it. Seclion 2314.2. KINN kir Gall sliNalhing may Iv LGANNAL , ..c17.,3■, I i7.;■-.11rom■cd shnk: ■Con,o‘GG , •c000lion,c,,,I.mi siding or GIGNA conformilq, lo uquiremeNG of Seelion 1325.1. liame4t0Es041ed 3 inelles (78 nim) ceinerai exisrlor cElons and Owl/es/152 inn, oir sewer ai interioolNicsuo. P.M of R0E00325.1. 4" 5 Co44066asisi3O0 alanles will/ 1111114,11 21012E00110ad NVNIL11(291■11IGINIIN1111,0h.incli(12 (''''6 skean/44g awl 1 for 2 /aa-inch (20 onn)slicalllia0 0,1115■001100■010, reoulonions of Section 5325.1i 1° Paneliiiipol is al 18 inches1400 0001120 inelale(508 lf Wang11,14 Ion, dInwilEia of dm panel, ilId,IInolls5N4441111041INAM2 , NNG oNI (2/12149 (31/3 INT/ NI INING "PAns 2.ti,or, (MO, nrw). caging or VII 0,41wIlias (152110/Won (sioel adiaa,12InclIct psee.WIT 0, 40/100as5.,„, 5 .aoinsEarial , " 5, Sra.iswiwara i rsi , NEEES. 4 45.OsaareaaWriaaEaalarai'lr. , Z 5 Try OFTO -