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Permit D98-0171 - DREAMCRAFT HOMES - NEW SINGLE FAMILY RESIDENCE
D98 -0171 4502 So. 122 Dreamcraft City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: OCCUPANT OWNER CONTACT CONTRACTOR. Signature: Print Name: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 334740 -1185 4502 S 122 ST 4502 S 122 ST NSFR DEVPERM GAS 001 North: UNKNOWN .0 South: .0 East: Sewer: TUKWILA Scopes: Contractor License No: MJFHOI *092DA Permit Center Authorized Signature: DEVELOPMENT PERMIT Occupancy: UBC: Fire Protection: aizt Permit No: Status: Issued: Expires: .0 West: Streams: End Time: Fill: End Time: (206) 431 -3670 D98 -0171 ISSUED 09/15/1998 03/14/1999 DWELLING 1994 N/A .0 DREAMCRAFT HOMES 4502 S 122 ST, TUKWILA WA 98178 DREAMCRAFT HOMES 215 E MEEKER, KENT WA 98032 VICKIE MARTIN 215 E MEEKER, KENT WA 98032 M J F HOLDINGS INC 215 E MEEKER, KENT WA 98032 BILLING TO DREAMCRAFT HOMES 215 E MEEKER, KENT WA 98032 4.***************************************************** * * * * * * * * * * * * * * * * * * *. * * * * * * * * * ** Permit Description: CONSTRUCTION OF NEW 1,814 SQ FT SINGLE FAMILY RESIDENCE WITH A 660 SQ FT ATTACHED GARAGE. UTILITY. PERMITS INCLUDE CURB CUT /ACCESS, SANITARY SIDE SEWER, PERM. WATER METER AND STRORM DRAINAGE. k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 141,035.42 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Flood Control Zone: N Hauling: N Start Time: Land Altering: N Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Phone: 253 859 -9697 Phone: 253 859 -9697 Phone: 253 259 -9697 Phone: 253 859 -9697 Size(in): .00 Public: N Public: N Eng. Appr: TKF k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,144.96 k***************************************J k*********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Date LJ - S ___ 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 development permit. Date: (1 1 (- -(4. 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. CITY OF TUKWILA Address: 4502 S 122 ST. Permit No: D98-017I Suite: Tenant: Type: DEVPERM Parcel #: 334740-1185 ***%******PellkA***k******k**i**k******k*k*kk*********k******k************** 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 sha11 be'obtaina4 the Seattle-King County Department ,pf: Health. PluOlsng wi 11 be inspected by that including all gas:p5ping (296-4722). 3. Electrical permits,shalT be Obtained.throuWthe Washington State Divtesibn of Labor and Industries andall:eleotrical work will be inspected by : that agency. (248-6630).. 4. All mechanical wor* shall beunder separate permit issued by the City -Of - Tukwila. 5. All permits, inspection. record, and approved planSshalll.be avail,ableat the lob j s.'tt..e Prior to the start of,any,cOn- V1N • t' stru4lonThese dociiMents*e be maintained,an4all able*tWfinal inspection *p is aranted. 6. Eng'inee'red truss draWings and calculations shall be orr' anlavailablef,to the biltldtrig inspector for inspection., purposes. Document s shall bear the Seal -and signature otEa ' Washington State Professional Engineer. 7. Any exposed insulations backing mateHal_,shall have Flame Spread Rating 01'25 or less',',andmatarial,:shall bear identi- fication Showing the fire performance , rating thereo 8. All Constraction to be done - 16%,Confo'rmanCe . with approved plans and requirements of the UntforM Bitilding Code (1997 EditiOn) as'amended, Uniform MeChahi'Cal (1997 - and 'Washington State Energy Code:,(1997Edition).- 9. Notify,tha City Of Tukwila Building DivislonAPrYOr to placing any concrete. This procedure is in addition to any requirements for special inspection. - 10. There Shall be,no'occupancy of the buildina(s) unpl tha// final inSOactiOw'nes been completed by the Tukwila BuAding Inspector. 11. Validity of , Permit. The issuance of a permit or,appfoval of plans, specifications, and computations shall notbe con- strued to be a permit for, or-an of, any •jiolation of any of the proviSions of_ the buil,ding:C6 of any other ordinance of the-juriS01606q;,NO' presuming to give authority to violate or cancel provisions of this code shall be valid. 12. The storm drainage system downstream of your discharge will not function correctly unless the entire system is in place. Individual lot owners will be required by the City to install the portion of the system associated with their lot. Applicant proceeds at their own risk, as the storm drainage system construction sequence is determined by individual lot owners. The City will not install the storm drainage improvement identified on the plan dated 2-18-97 and approved on 4-23-98. If applicant desires to complete any or all of the storm drainage system the City will issue a separate permit for work in the right-of-way or on an adjoin lot if easements are secured from the lot owner. 13. The sidewalks shall be installed per Plan dated 2-1 97 and Status: ISSUED Applied: 05/20/1998 Issued: 09/15/1998 . . . -^---", approved on 4- 23 -98. Any curb cut access shall be done per City of Tukwila's Standards: 14. All conditions associated with BLA L:96 -,1077 shall apply to this permit. 15. Temporary erosion, control measures .shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities. 16. :The site shall have permanent erosion control mea in place as soon as passible after 'final grading has been completed and prior- to the Final Ins.pectian. 17. Driveways shall comply with City residential standard, Driveway width shall be a 10' minimum and 20' maximum. Slope hall be a maximum of 15 %. Turning radii shall be a minimum of five feet. Driveway shall be paved within • 30' _.ot right -of - way. 18. Hauling over 50 cy sha1.1 •re ul'�t� ° °dt►} i: t-:i for a Hauling Permit prior to arxyyZ assuc'i�ited acti v . ,., 19. New construct i ofl: and` ` i,a l .i rrproverenit. f, kan v Iv es � k 4v A resi dential s-truct'ur e'shal l hive the 1owt;. f teorj ' i ncludina . elevated to a mi, � imi m of 'one tool's above<tl e, l eve l .base flood elevat.i.on ...(1 year) All buildings ll : ,b'e constr.u'c and .certif ieci' aa ri at or above',.elevati'on shown on approved storm drainage €plan ;dated 2'48-9'7 apbrove.d ons 4 23 -98. (NGV Dat ir,4929): 20. Enclosed areas be]ow the, ilowest floor.shal l be designed auto►ir'a:t'icai equal izehydrostati.c' flood forces., A ,mimimu m .. of t'wo, op,en�.i,ngs ' + having ' a totai area of not l'es y than pile# square �rich;,for every square ", a.f enclosed areas to f.ibod,ing' sha11 be" provided and " th the bottom of al` r" openings no higher tha - one :foot .a SVr_ .Openings may ,be eguipecC.With screens. ,'Louvers, or other ; coverings or . dev•i -ces . prov i ded that then oerrmi t the autorat i c entry and .exit ocfloodwa,ter s. =_ h 21.. An;chorintl. -Al;l new construction grid substantial impr�ove 'shall be 'anchored;. to..'pre,vent f l ot t`t on t c ollapse or� lateral mo.e ►ment 4 of the s.tructur`e' k r 3 y ts+ 22. Land Alter.:ing ,.,grading) to be ca`rr,i out`' in accorcian z.aii t ,h ' • the'; plan dated`'..2 -18 -97 and approve'd: 4 -t.3- 8. �'f 23. Downspouts, ; driveway, patio. and. dra1`nage` front other~ '' i mpery i:ous' areas .i.sha l l be co i l ectec i ri pan 'can i s irt`e Strom drain stem. Dra;;ins shall be/4" m•i.n`. 'dianrete,r:, . P.VC . a` sc:hedu:ie` 40 or .cor�regated poly ': =- p with.. a ,th, ' smo . interior`. wa11 -N�:t ADS' ,fl pipe. Drain sh'a be :,iaid ", tt a n►inimum '11 slope, for gravity _dischar.ge to loc ,ion P-° approved b.v Fuhl ic+ Works Dept:' D'awnspouts shall not; co`nnect. to footing drains.. 'Footing dra,.in and downspouts,,m share' a single discharge_ pipe downsteam the 1owest•fo tirig drain. r fr 24. The City of Tukwila: has an undergrondi!� ;ordinance requiring the power, telecommuricati.on.s an d `ca e� ` service lines be underground from the point ='e "on ect'ion on the pole: to the house. 25 The applicant must notify . the City utility inspector at 206 -43 -0179 upon 'commencement and completion of ,work at least 24 hours in advance. All inspection' reque for utility work must also be made 24 hours in advance. Water Meter T /PP: Water. Meter \Si d. Ouanti. v im` o O®d Work No :// Connect Instal I stait pei .. � ®.f os t \ / < I n t o 11/49 : epos t: 2 x. Plan R pp ye e: Insp on e: Water T \7n \e Spec {al 'se ejt • 0f he R ee 'WATER METER SUPPLEMENT 5 DEVELOPMENT PERMIT WATER ,METER B. App lled Date: % :05/20/19 8 \� I s$ed \Date,:. 0915/1998 • Perrn.t No: \? Status: Site ite Address: ?2 z Location: D98-0171 ISSUED ^ \ 4502 5 122: T . 4502 5.122 ST: • • t 20 : TOTAL WATER ETE EE // PUBLIC W0RK$E NG9999R • A PPRO • / ' . -\ \ Project Name/Tenant: 1 r eum e l'A f1-- M Type of work: ew 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 Val of C,on tructi Site Address: `- City State /Zip: Tax Parcel Nurfiber: . Property Owner: Dft' t7l,.d G-0 gf 4- es ((%((f sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Phone: Ca3 55 - q (D C 17 Street Address: City State /Zip: Dt5 t Mee ker-, t\'e,A-1 a)1) C1cu3a Fax #: ( )) - 52 Contractor: I 3 r ¥ c a Inc • Phone: Gam) s' t - Cl (Den Street Address: City State /Zip: t5 E Ate -t- e,- 1<en. -4- WA- O1ktY3� Fax #: C �3) 'F-1- Architect: nIf Phone: -_ , Street Address: City State /Zip: Fax #: Engineer: �OLV ph it n E c i c),:- Phone: d ) (0 )- 5353 Street Address: :5c 3.1 1 pc SE h ' e r -\-- IAA City State /Zip: gxtt U - 5 i3O Fax #: (.5 V31 5`S3 Contact Person: �1 � c kt . e Ync�r•4in Pon ) _ q 6 97 " 1 Street Address: • City State /Zip: r�15 e N14e.kRe.r- , P .n+ ( ))\ C0 3 a Fax #: (63) I - 5308 Description of work to be done: fixicro-3 wet) uy, -- rvLc-t-t cY1 S t�Si CtW Q L. Type of work: ew 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: 91 Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: NIA sq. ft. Dwelling • sq. ft. Covered Deck(s) ((%((f 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) i f For an Accessory dwelling, provide the following: .1-1q I n Lot area I (tl (l1 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 TL. NWILA Permit Center . 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 FOR STAFF USE ONLY b Single- Family Residential Permit Application ion Projec 'umber: 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..OFTHE`FOLLOWING:' (Additional reviews shall be determined by. the Public Works Department): ❑ Channelization /Striping ❑ Flood Control Zone ❑ ❑ Moving an Oversized Load: • Sanitary Side Sewer #: F • Storm Drainage ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. Start Time: End Time: ❑ Sewer Main Extension 0 Private 0 Public Street Use 0 Water Main Extension 0 Private 0 Public V Size(s): Size(s): Est. quantity: gal Schedule: 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 a -4-0 2 1 PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 Date1i licall ns Applicatby: (Initials) r BUILDING . WNER ;R AUTHO •IZED AGE J . , t .,; Signature: , atil / v,m, ` � v L l , •(„,- , - 't>' ,, , 1 •. Phone• ,_).-,4, Date: ��1 ci ( ci I �;.. Fax , 1-~ 5 Y name: 1L\ l � Address:- . . • , City /State/ ip: ED 1 T FOLLOWJNO: I/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. 1 ❑ 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) 1 ❑ 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. DRAWINGS PREPARED BY AC 'GISTERED ARCHITECT OR PROFE .ZONAL ENGINEER MAY BE REQUIRED BY THE BUILDINta'uFFICIAL ALLPRAW1N41S WAIL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED t y /. ❑ 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 license 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 owner,,reglstered. architect / engineer, oncoptractorlicensed by the State of Washington, a notarized letter from the property owner authonzing the agent to submit thrs il per it pppl(cgtion 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. SF/'ERMIT.DOC 2/13/9% Account Code 000/345.830 000/322.100 000/345-830 000/345.830 000/345.830 000/306.904 000/342"400 412/343.400 402/342.400 401/388°102 401/306.520 401/342~400 461/343.405 401.380°104 402.388.104 ' Pepmit No: D98-0171 Type: DEVPERn DEVELOPMENT PERMIT ' Yajrcel No: 334740-1185 �ite Addres�: 4502 S 122 ST: • �ite Addres�: 4502 S 12� ST� DRsCriptinn ` PLAN CHECK ONRES 'BUILDING - PLAN CHECK RES ' PLAN CHECK - UTILITY . PLAN CHECK - WATER METER': STATE BUILDING SURCHARGE'-' ••• INSP [EE - UTILITY INGP FEE - STORM DRAIN. INSP FEE - SME/8SS WATER CONNECTION . ' . NATEN INSTNLLAT}ON (DEP) WATER INSPECTION FEE WATER TURN-ON FEE WATER ASSESS-MLL�ENT3WN SEWER ASSES8~ALLENTOWN . • ~m/ L��l��^~0��/ `�*`(a++++�***�**�**A�***A*a*a*+�.*�*��*1,+*a**.a**+**** ' ' CITY' OF, �TU|NILA. WA ��.�' �` . '` ��. `�..� ` .��������� `. ThnA SMIT' ***:A****+** TKANSMI R9700831:Hmqunt:'` 12,677.75:09/15/90 11L-11 Payment Method: CHECK Notation: DREAMCRAFT'HOMES ��' �/ it: D .H Location: 4502 3 122 ST � Tutal Fees: � 13 This payment :12,677.75 Total`ALL Pmts: 1(]4390°96 Balance: *a+*****+*a***a***+*******+*****a++**+*a**+++*A+*a*++*+***«+*a*+ ` Amount -713,'�1 � ' 1 � . 713.21��_ .20.00 �` 1O��nO 4.50' • 15'.00��� 15.'00 20 60.00 150.00' � ��� ' ~".qW ' 306 ''�� 7 .` 117 • k * * * * *0 *04 1 * **AA *.A,4 *a• * *10 , '4(-VAa 1.14 *A- k 4, 1�� *a k a,i.&,\ * *:4*4 * ** TR(NSMIJ * *4* i.10 c** ,1 +F 1c k!r X4. ,1 ,111,►'k *�;ArA�r TRANSMIT Nuinber: (19700.768 Amount« 7.13."1, :05/20/98 1405. •Payment. Method «. CHECK. Notat DREAMCRAFT HOMES Iriit «. Karr Permit Nay (V€3--:0171 Type: DEV'PERM .DEVELOPMENT Pt.RM3T .. Parcel .No «. 33.4740 -1185 Locat 1 On: 5 122 5T &c . AU 5 Total Fees:, 1,314.'6 This Payment Total ALL Pmts: 7123."_'1. Dalar►CeM 1,101P7 .. ****** k* ).**************4 44k4**p *• *fi, * * ** * *•k*• *.d * *A * * *:k * * * * * * *,1** : • • Account Code Description . A 000/345.830 • PLAN' CH CK .- NONRE '1,13.21 CITY OF TUKWILA., WA *4k * * /4 * *4* s * * * * * * ** *,►d•! - f.klk t Project: /i TrPr, rn Cr« -c '- Type of Inspection: `` 1 FLU rt /1t Address: "VfJ,a �? 1P3 . S-7 4 — Date called: t ,..1/5/01 Special instructions: Date wanted: a.m. p.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Pw •rub - arA/ _9 -04A,c.0 oivesvx 55 .�.. s m/9 9 ,s.,,, ctre� 51 ) -- 4/ )*.:/ 9f �f � t \ Inspector: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection,, fee musk be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: r INSPECTION RECOR Retain a copy with permit 4 t) Date: Date: - 09 F-or7 PERMIT NO. (206)431 -3670 Corrections required prior to approval. p r .wwrr+.'r ��) , rr+ r: i�;Rr.►. . 1„1,tt • ., ,. ►�N:h1 1: r• aAa�N !c'i+4�-brie'•Sr.dn�l:.e.,. COMMENTS: Typ f Inspection: 3° - l i ► pct �� Z 5+ Date call_ � - 1,Ci'1 r Special instructions: no Bpi nlecced - F; p&V MdchCleI Requester. -,-- IU--\ - - \ rN,- N. -" B . Pr ect: ►� ' e� � �L��r — �' Typ f Inspection: 3° - l i ► pct �� Z 5+ Date call_ � - 1,Ci'1 Special instructions: Date want d �� ' a.m. p.m. Requester. -,-- IU--\ - - \ rN,- N. -" B . Phone: M INSPECTION NO. C r INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Ell Approved per applicable codes. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: Date; Project: `� Type of Inspection e i Address c 2 /2-474/ Date called: Special instructions: Date wantgd; f Requester: Phone: INSPECTION RECOI( J g ., 0 f7/ Retain a copy with permit '! INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. CO MENTS: El $4 10 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to scheijule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 Project:rD r4sctm. Type • Inspectiali% 1 1\ oat& Addr q5 - 02... s . va Date ca - • .....ai Special instructions: instructions: Date wanted: L.V e f q p.m. Requester: Phone: _ 6 1 C ( 00 ..• ..• INSPECTION NO. INSPECTION RECORr Retain a copy with peik.., CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 K Approved per applicable codes. qc PERMIT NO. (206) 670 ctions required prior to approval. COMMENTS: • $4 . 0 REINSPECTION • E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: P ject: Type of inspection: Address f " I L Sr Dat called: -7 //y Special instructions: r - r Date wanted: qfr /�f a.m. p.m. ReQ uester: ! Phone No.:, INSPECTION NO. COMMENTS: INSPECTION RECORD - Retain a copy with perm( - OP PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. ) 5. 1794t /l s I (206) 431 -367 Correctio . required prior to approval. Inspector: Gi Date: 1124q 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: Project: U reamc raf+ ; orn es Type of Inspection: L a4-er service t ess i 5 . 0 2 S IZ26ci ate called: 3 — 15. Special instructions: 9 "° a.m. Date wanted:3 16 � 99- P.m. Requester: AI e C Phone: 24(0/(079- U oc/5 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0.41••• PERMIT NO. (206)431 -3670 D Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: r Inspector: Date: ��!`f 1 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd .Suite 100. CaII to schedule reinspection. Date: Receipt No: Prp Atr A vvvii Type Andrictit , . 1r-? DateDll cl: Special instructions: Date: co /” c P.m. 4 Rerri 3 INSPECTION RECOln Retain a copy with pehutt • INSPECTION NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. o PERMIT NO. (206)431-3670 COMMENTS: 1 Date: E Corrections required prior to approval. 141 4 141 $47.00 REINSPECTIOfFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: t • 1r ‘,.: • ; „ • , Project: 4/1 " -t iv't 'I ''''r Ifype of Inspectiocu Addr27:50 S wt d Date called: g t Special instructions: Date wanted: Z.- avi. (aL)n. q • P ril. Requester: f\I \91... Phone: ;_0( INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,100, TukwiIiWA 98188 0 8 ,. ,..1 , 4t7.,7•••••••:7171 , 1-• • . • • ri INSPECTION RECOC Retain a copy with peihni PERMIT NO. ■•••-, •■••••••• . • ins(-0171 (206)431- 0 44, Approved per applicable codes. Corrections required prior to approval. COMMENTS: A ot.._ $47. 0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: 5 COMMENTS: ff rr 6 W 7 on: ,g 74 CO r 1) pos7s / 964 laic/ ge ci 5741X C4 i 0 /g4c_ .., .s...14ftig.. .5e--,4;u S o o C 1 ' 7 ' •scc? - Cara, 4 7 A.1)0 t(- 9 4Crcc 4r/.�r:.L (9j,'7 /%€t A G oc� 4T 5 r`7i/I'5 � � (7-e - e. - f 5,49r..6 r Ss -�-t,� 1 l otect: — Ty of Inspe C!' / G7,t Date calle� �G on: ! f"V mil I I / A.vv.—x.r ` Cr Address: US 2. S . ( Special instructions: Date w�gtgd ff(t // //q 1 a.m. m. RequesSey) U`ll�--P C Phone: O '9 INSPECTION NO. INSPECTION RECORTh Retain a copy with perth CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 ..q(c' —al PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspecto / // 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: Date. Project: Ao0 -An, Cl i (t Type of inspection: s. 21L-! (AiW1 e Address: °1 g S ��^^ Date called: Special innstructions` Date wanted: I�2 !/`: 9 a.m. p.m. Requester: 0 t (401 e ar Phone No.: "735 -2) (I . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: f- 56. S (?A- w fig, bitIAA Inspector: Date: ` o ss, I /? Cl $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: INSPECTION RECORD Retain a copy with permii 9 v -or? PERMIT ND._ (206) 431-3670 3670 11 Corrections required prior to approval. Date: INSPECTION NO. t w a RT. `'� itrovz -v.sv -f'; Cr'i^`4 tvuih: INSPECTION REC Retain a copy with CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 roved per applicable codes: 1fl� 0l7I PERMIT NO. Proj /7 , � Addrn -Oe 5 /Zz � Special instructions: - -2 1 Y Type of ins Date called: Date wanted: / a. ) 1 1 ( /c�C1`"j p.m.. Requester: Phone No.: (206) 431 - 3670 Corrections required prior to approval. COMMENTS: $42.11 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Pro' t: Typ- i 'n: Ads test: Date called: c ii Special instructions: Loi-- ‘,.. Date wanted: a.m. Requ ske G P o — Vici 00 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 t- Approved per applicable codes. COMMENTS: INSPECTION . REC Q Retain a copy with pL 4it Receipt No.: Date: t op PERMIT NO. (206) 431 -3670 Corrections required prior to approval. ( Inspect /) Date: [ 1 $42.00' REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ct: l�rn 0.4ra.Q -� Type ection: s c (Axc ( Ad r s ,{ Date cal ed • Special ijos0 - ' L-ol- Date � am. Req ester: �C_:. COMMENTS: INSPECTION RE.C Retain a copy with pit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Approved per applicable codes. 40 ZCorrections required prior to approval. 4.'l‘liji(1" , $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dat$$7Y' Receipt No.: Date: N�; Pro ct: !! - e✓cd �/ // �7 r'- ' Type of inspectioQ r J A Ve e L.D �Ir a . t /e,S"o z 5 y Sp e ecial / 2 S F Date called: / 2 ..../ t " IF eQ instructions: Date wanted: a.r !2 / 7 -�ld�' p.m. Requester: I ) c l ✓G Phone No.: 3 60- 8 -3qe q INSPECTION NO. INSPECTION RECOI Retain a copy with pe CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. I ii• 016- 0171 Corrections required prior to approval. COMMENTS: S,* Sc we C roHhe on . E-4-'-'7"?."--, 5+42 Con nrcf'ir , sh4/ T o k s 7 1 c ,/ . LVI hi 14/1 r (04,07/1 .. o J- JVee J Co r(ec /o n Nee 4 oti cle4n ot.f+ S 43 ' Aa'lc Ave fv04 /.: Inspector Date: • /Z//7V0$° 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: Project: Drearncra{ Ionie5 Type of inspection: Sewer Address: Lot 2- �f5 U2 S 122nd 5 Date called: 12 -- 1 Special instructions: Date wanted: 2- I6 B . rt . . Requester: era Phone No.: 360/8 -3989 INSPECTION NO. CITVTOF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. COMMENTS: .vxec�u Aty. i "';y7'. �i , .i ,• vim . k 17 i ire ^ _ertVrir,S'"•x':ry tte,1.5r=*s - 1;73 INSPECTION RECOI Retain a copy with pe t Corrections required prior to approval. D9' -0171 MIT NO. 431 -3670 Inspe to I t l i t t { �. i t n i A . Q Date: 1 0 1 I t o w $42,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, CaII to schedule reinspection. Receipt No.: Date: Project: Lu t f - 1 � Type of inspeecti9Q: L." Address: 95 4 S Ia2" Date called: 0 - Special -. IJ ere". � r T Date wante -� g Requester: Alec Phone No.: 25 3- V'S" - 4 7 6 7 Approved per applicable codes. COMMENTS: l INSPECTION RECD\ Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 099 -o /7I PERMIT NO. 31 -3670 Corrections required prior to approval. Inspector: 6J Date: Lob /s 0 $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: Project:1A !J'v e-,---;9764 o- Type of inspection: 1 QT.z� T /6,Y. Address: / z2 Date called: f / Special in . Date wanted: / a.m. �f�'S�`J� p.m,, Requester: � Phone No.: _7404 , I VO — 702/d ti INSPECTION REC Retain a copy with INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 1► � Approved per applicable codes. 11 D 17/ PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: ,C116 $42.00 REINSPECTION„AEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: Project: ^'n G Type of inspection: - j61T77A Date called: findfir Address: r 9 Special instructions: �;� ��%'' "."" A37 2.. Date wanted: Requester: / Phone No _ G / -9 7 of INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 COMMENTS: Cam, } - t U/-(h1 017 Approved per applicable codes. Inspector: INSPECTION REC a copy with pb_.,.�it Date: 77E 0r7I PERMIT NO. (206) 431 -3670 Corrections required prior to approval. [� $42.00 EINSPECTION FEE REQUIRED. Prior to inspection, fee must ' be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection, I Receipt No.: Date; : TURWIT,A FIRE DEPARTMENT *:: FINAL-=APPROVAL - - FORM • John W. Rants, Mayor Thomas P. Keefe, Fire Chief D96- 09.15 69e- 0233 OW- c- 2 a e Lrj %,_ c2. ;/ ,69 - 07 0732 b9 ,;.>0 cog.. U -? Permit No. b96 O °S 0 9 &.: 0229 rrR - cie.4 D9R n /7o ): - i2 c'arr► -� CRS ' -- " 1 p ,rn e S Project:. Name_ -. L?o39 ° . . 1 �v .�...� _..�.�os , �.o to /..., :. Address !2o &71 . : '3 0 T f. /2.o79 1, i2o6 1 410 m d&/ S•' : suite..;. # ..:. L/c/30, ct.soz., y /° •;• $ X22 • • Retain . current . insPection schedule / shift inspection Approved without. correction notice Approved with correction notice issued. Sprinklers: / Fire Alarm: Hood & Duct: / Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM Rev. 2/19/98 • T.F.D.. Form F.P..85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188. Phone :1206). 5,75 -4404 `. Fax :: . 8. In case uncertainty exists which cannot be determined by application of the foregoing rules, the Hearing Examiner shall determine the location of such use district boundaries. Applications for such special exceptions shall be a Type 3 decision processed pursuant to TMC 18.108.030. (Ord. 1796 §3(part), 1997; Ord. 1770 §23, 1996; Ord. 1758 §1(part), 1995) 18.08.050 Title compliance. Except as provided in this title: 1. No building or structure shall be erected and no existing building or structure shall be moved, altered, added to or enlarged, nor shall any land, build- ing, structure or premises be used, designed or intended to be used for any purpose or in any manner other than a use listed in this title as permitted in the use district in which such land, building, structure or premises is located. 2. No building or structure shall be erected, nor shall any existing building or structure be moved, reconstructed or structurally altered, to exceed in height the limit established by this title for the use district in which such building or structure is located. 3. No building or structure shall be erected, nor shall any building or structure be moved, altered, enlarged or rebuilt, nor shall any open spaces sur- rounding any building or structure be encroached upon or reduced in any manner, except in conformity with the building site requirements and the area and yard regulations established by this title for the use district in which such building or structure is located. 4. No yard or other open spaces, provided about any building or structure for the purpose of complying with the regulations of this title, shall be considered as providing a yard or open space for any other building or structure. (Ord. 1758 §1(part), 1995) Printed October 10, 1997 Chapter 18.10 LOW DENSITY RESIDENTIAL (LDR) DISTRICT Sections: 18.10.010 Purpose. 18.10.020 Permitted uses. 18.10.030 Accessory uses. 18.10.040 Conditional uses. 18.10.050 Unclassified uses. 18.10.060 Basic development standards. TITLE 18 — ZONING 18.10.010 Purpose. This district implements the Low Density Residential Comprehensive Plan designation, which allows a maximum of 6.7 dwelling units per net acre. It is intended to provide low density family residential areas together with a full range of urban infrastructure services in order to maintain stable residential neighborhoods, and to prevent intrusions by incompatible land uses. (Ord. 1758 §1(part), 1995) 18.10.020 Permitted uses. The following uses are permitted outright within the LDR district, subject to compliance with all other applicable requirements of the Tukwila Municipal Code. 1. Dwelling — One detached single - family unit per lot, (includes factory-built or modular home that meets UBC). 2. Animal veterinary, including associated temporary indoor boarding; access to an arterial required. 3. Public parks, trails, picnic areas and playgrounds, but not including amusement parks, golf courses, or commercial recreation. (Ord. 1758 §1(part), 1995) 18.10.030 Accessory uses. The following uses and structures customarily appurtenant to a permitted use, and clearly incidental to such permitted use, are allowed within the LDR district. 1. Adult day care and adult family homes. 2. Accessory dwelling unit, provided: a. minimum lot of 7,200 square feet; b. accessory dwelling unit is no more than 33% of the square footage of the primary residence and a maximum of 1,000 square feet, whichever is less; c. one of the residences is the primary residence of a person who owns at least 50% of the property, d. dwelling unit is incorporated into the primary detached single-family residence, not a Page 18 -21 Lot area, minimum 6,500 sq. ft. Average lot width (min. 20 ft. street frontage width), minimum 50 feet Floor area ratio for all structures 50% maximum Setbacks to yards (minimum): • Front, 1st floor 20 feet • Front, 2nd door 30 feet • Front, decks or porches 15 feet • Second front, 1st floor 10 feet • Second front, 2nd floor 15 feet • Sides 5 feet • Rear 10 feet Height, maximum 30 feet Off - street parking • Residential 2 per dwelling unit • Accessory dwelling unit See Accessory Use section of this chapter • Other uses See Off-street Parking & Loading Regulations chapter TUKWILA MUNICIPAL CODE separate unit, so that both units appear to be of the same design as if constructed at the same time; e. minimum of three parking spaces on the property with units less than 600 square feet, and a minimum of four spaces for units over 600 square feet; and f. the units are not sold as condo- miniums. 3. Family child care home. 4. Garage or carport (private) not exceeding 1,500 square feet in floor area, provided it is located on the same lot as the principal use and is subject to the regulations affecting the main building. 5. Greenhouses (noncommercial) and storage sheds not exceeding 1,000 square feet in floor area. 6. Home occupations. 7. Parking areas. 8. Private stable, if located not less than 60 feet from front lot line nor less than 30 feet from a side or rear lot line. It shall provide capacity for not more than one horse, mule or pony for each 20,000 square feet of stable and pasture area, but not more than a total of two of the above - mentioned animals shall be allowed on the same lot. (Ord. 1758 §1(part), 1995) 18.10.040 Conditional uses. The following uses may be allowed within the LDR district, subject to the requirements, procedures, and conditions established by the Conditional Use Permits chapter of this title. 1. Cemeteries and crematories. 2. Churches and community center buildings. 3. Electrical substations -- distribution. 4. Fire and police stations. 5. Libraries, museums or art galleries (public). 6. Schools, preschool, elementary, junior and senior high schools (public), and equivalent private schools. 7. Radio, television, microwave, cellular or observation stations and towers. 8. Recreation facilities (public) including, but not limited to, sports fields, community centers, and golf courses. (Ord. 1758 §1(part), 1995) 18.10.050 Unclassified uses. Iwo Ord. 18161 Landfills and excavations which the responsible official, acting pursuant to the State Environmental Policy Act, determines are significant environmental actions may be allowed within the LDR district, subject to the requirements, procedures and conditions established by the Unclassified Use Permits chapter of this title. (Ord. 1758 §1(part), 1995) Page 18 -22 18.10.060 Basic development standards. Development within the LDR district shall conform to the following listed'and referenced standards: LDR BASIC DEVELOPMENT STANDARDS (Ord. 1758 §1(part), 1995) Printed October 10, 1997 • . . . .. • • • • CLIENT J�I aJJJ J Ima CONSULTING ENGINEERS : Bill Babb The purpose of this report is to present the results of a geotechnical investigation of the foundation soils for the new houses to be located at the Allentown Development along 46th Avenue South, Tukwila. Geologic research presented in the USGS map of Seattle and vicinity revealed that the vicinity of the site is covered with alluvium from the nearby Duwamish River. The alluvium is the result of flood deposits accumulated since the last glacial period 13,000 years ago. The depth of the alluvium deposits at the site is not known. HEMPHILL observed the excavations for foundations for several houses in the PROJECT NUMBER 2359 20 May 1999 : Dreamcraft Homes 215 E. Meeker Street Kent, Washington 98032 ATTENTION REFERENCE : Allentown Development along 46 Avenue S, Tukwila SUBJECT : Seismic investigation INTRODUCTION OBSERVATIONS page 1 of 6 pages The investigation and report were authorized on 10 May 1999 by Bill Babb of Dreamcraft Homes during a phone conversation with Dale C. Hemphill of HEMPHILL CONSULTING ENGINEERS (HEMPHILL). development, and several test pits at the site. The exposures revealed that the upper 4 to 6 feet is a dense sandy silt capable of supporting footing Toads in excess of 2000 psf. Underlying the silt is a dense fine to medium sand. Groundwater was encountered at a depth of 8.5 feet at the north end of the site, and not encountered within 6 feet at the south end. P'18- 0171 4041 WEST LAKE SAMMAMISH PARKWAY SOUTHEAST • BELLEVUE • WASHINGTON • 98008 PHONE 425 644 1080 FAX 425 -643 -3429 dchemphill @msn.com • PROJECT NUMBER 2359 The first concern when placing buildings over alluvium is whether the soils have the necessary bearing capacity. Other concerns with placing buildings over alluvium are the potential for seismic shaking to cause settlement, or Toss of bearing due to liquefaction. HEMPHILL inspected the foundation excavations, and several test pits in the vicinity of the site, and observed that the soils in the upper 4 to 5 feet are dense silt. HEMPHILL conducted penetration tests and probing and determined that the silt soils are capable of supporting loads in SEISMIC EXPLANATIONS The vibrations caused by an earthquake create lateral and vertical forces. Since a force causes a mass to accelerate, then the seismic forces cause the soils to accelerate vertically and laterally. Those vibrations are created by P waves that accelerate back and forth and S waves that accelerate up and down The waves accelerate to a SEISMIC COEFFICIENT for DESIGN PURPOSES The Puget Sound area has been listed by the map of seismic zones as Zone 3, which can have earthquakes with intensities of VII or greater. The average seismic coefficient presented for a Zone 20 May 1999 page 2 of 6 pages excess of 2000 psf. Underlying the silt is a dense fine to medium sand. HEMPHILL observed several older heavy masonry buildings in the vicinity of the site that show little or no evidence of settlement. Many homes in the vicinity probably existed during the 1949 and /or the 1965 earthquakes, and show no evidence of differential settlement. The streets are fairly level and show no evidence of differential settlement. maximum velocity, and then decelerate to zero, then reverse and accelerate to the maximum velocity in the opposite direction. The forces created by the earthquake cause the acceleration and deceleration of the mass of soil. 3 classification is 0.27. According to some publications, that number is low for poor soil conditions and high for good soil conditions. TREIVEREE _. PROJECT NUMBER 2359 Some experts state that the seismic coefficients have no basis from experience, and therefore are arbitrary. It is not appropriate to assign the same seismic value to an entire region of the country. HEMPHILL estimates a seismic coefficient of 0.20 for this site, which is recommended by some local building departments. The source and accuracy of the recommendation is not known, but the values have been accepted as standards and are considered acceptable for engineering purposes. A higher value might be appropriate where a slide might be life threatening, which SETTLEMENT from SEISMIC CONDITIONS Granular soils that are deposited in nature are generally loosely placed either by water or wind. Granular soils are sometimes loosely deposited by man in uncontrolled fills. Such loosely deposited soils have fairly large void spaces, sometimes called pore spaces. As more soils are deposited the loose soils will be pushed closer together until the soil grains contact each other, but not necessarily in the most compact condition. As the weight of overlying soils is increased, the contact force between soil grains increases, and the grains have more difficulty sliding past each other to become more densely packed. 20 May 1999 page 3 of 6 pages is not the case at this site. The seismic coefficient is a mathematical convenience, which is the acceleration of the soil mass compared to the acceleration of gravity. The true acceleration used to calculate the soil forces is 0.20 x 32 ft/sec /sec = 6.4 ft\sec\sec. The weight of the soil can be converted to mass (slugs) by dividing by 32 (acceleration of gravity), and then the soil mass can be multiplied by 4.8 to determine the force, but it is mathematically convenient to just multiply the soil weight by 0.15. That resistance of the soil grains to sliding into a more dense condition is the frictional resistance of the soils. That frictional resistance is one of the conditions that gives soils their strength to resist shear failures as heavy building Toads are applied. The other condition that gives soils strength is cohesion, which is a sticky condition generally associated with clay and silt, and is nearly non - existent with coarse granular soils. Fine and medium granular soils are held together by dampness between the grains that bonds the grains like a 'weak glue'. LIQUEFACTION PROJECT NUMBER 2359 That bond between the grains can be lost by drying the soils, or by saturating them. That condition is well known by children playing in a sand box, where dry sand cannot be formed or molded, damp sand can be molded, and a molded sand form can be destroyed by pouring water over it. That water 'glue' is called capillary tension, which can only exist in granular soils when they are damp, and cannot exist in dry or saturated granular soils. That capillary tension is also what holds together clay soils and makes them sticky. The smaller the soil grains, the greater effect that a water bond has between the grains. Unless an extremely heavy load is applied to the deeper granular soils, the intergranular friction, and sometimes the capillary tension if the soils are damp, prevents the soil grains from sliding into a more dense condition, and they Another condition that occurs within Ioose,granular soils during a seismic condition is called liquefaction. Liquefaction occurs two ways; by rising groundwater creating a 'quick' condition, and by trapped porewater reducing the strength of the soils. When granular soils that are below the 20 May 1999 page 4 of 6 pages remain relatively loose. If an earthquake suddenly jars the soils, the friction forces will be temporarily reduced, and the soil grains can be forced into a more compact condition when the weight of the upper soils is reapplied. As the seismic vibrations cause reduction and reapplication of the friction forces, the volume of the existing voids will be reduced, and the soils will settle an amount equal to that reduction in voids. That sometimes causes a large area to settle an equal amount, and differential settlement can be minimal. Differential settlement of a structure can cause structural damage, and differential settlement outside the structure can cause external drainage and sewage lines to reverse flow, or can stress utility . lines to the rupture point. groundwater level settle quickly during a seismic vibration, the groundwater that filled the void spaces of the loose granular soils is displaced and forced to rise. If the groundwater rises fast enough in more pervious soils, and can rise to the ground surface, then a 'quick' condition occurs. PROJECT NUMBER 2359 A quick condition is similar to the cause of quicksand, where the rising water moving past the soil grains reduces the frictional contact between the grains, and therefore causes a reduction of bearing capacity. The rising groundwater also saturates the previously damp granular soils and breaks the capillary tension bond. Therefore the soils have reduced load bearing capacity by losing frictional contact between the grains, and by losing the capillary tension bond. The 'quick' condition is also caused by increased pore water pressures that prevent the soils from maintaining frictional contact. When the sand grains have reduced friction caused by a vibration, and attempt to move into a smaller space, they are resisted by the porewater that hasn't been able to seep out of the pores as fast as the soils are settling. The soils are then supported by Because the upper soils at this site are not granular and are relatively impervious, water that is displaced by settling soils would not be able to rise to the surface to create the liquefaction conditions at the surface. CONCLUSIONS 20 May 1999 page 5 of 6 pages the porewater which acts like small hydraulic systems. Of course, water has no strength to resist shearing, therefore the porewater and reduced soil friction combination will fail under the imposed Toads of the upper soils and the structure. That type of shear failure generally occurs under narrow footings that are near the ground surface, causing the structure to tip over. Structures that cover a large area contain a large area of the soils with a higher pressure that resists the quick condition by preventing the water from rising, and by exerting enough pressure to maintain the required friction to hold the soils in place. If shear failures do occur around the outer edges of the structure, the large middle portion of the structure will still retain its integrity. Because of the density of the soils at the site, any seismic settling would be relatively minor. There is no evidence that settlement has ever been a problem in the vicinity of the site. IINIVEPEEIbL PROJECT NUMBER 2359 Because the groundwater is fairly deep, there could not be enough settlement to force the groundwater to the surface, even if the upper soils were all sand. Dale C. Hemphill P.E. Registered Engineer No. 14777 State of Washington 20 May 1999 page 6 of 6 pages HEMPHILL concludes that settlement from seismic vibrations with an intensity of VII would be insignificant, and that liquefaction could not occur from any intensity. ERMIVEPREETala A F'PR:o v E, Pe R P & I c_ ' o�C' 1cS /2,E rrE R I Te 0 '7 - ! ,2A--7 Cc4 5,55 3/4 co ,--i E TE R PE K es 4.3-To ia t-) * TE, /9-.3O C S '& F Co-)”.. err pE E Bc Sin Cori /, 5 � 76' ICO 405. (.51B& !( / /4' • 50e P(ar( Lbf ieLA No- L% - DOT► Drea.n-•Cra.o# t4c (- 3) S` .sc - cl (DG 1 Pl cx.r) & 3cGv✓ CI BiN6 0\ Qs APPROVED JUL 3 0 1998 AS WILD BUILDING VT it E C1TY OF TUKWILA RECEIVED OITY OF TUKWI A JUL 1 7 1998 Recorded legal description: Lots 1 through 11, inclusive and lots 25 and 26, City of Tukwila Boundary Line Adjustment No. L96 -0077, recorded under recording numbers, 9801050589 and 9801120917, being a portion of: Lots 35 through 39, inclusive, and Lots 42 through 50 inclusive, Block 5, and Lots 13 and 14, Block 6, Plat of C.D. Hillman's Meadow Gardens Addition to the City of Seattle, Division No 1, according to the plat thereof recorded in Volume 12 of plats, pages 64, in King County, Washington. Qty Notes Size 1 Type Bar -P" Glass , Grids Argon Screen U Value 1 1050 PW 770 5 CLR TEMP 1X5 . S c 1 • 4020 HR 770R $ CLR #24 , c I 2 4050 SH30 570 ¢a CLR 4X6 • Sc 2 4016 PW 770 t2— CLR 4X2 .5 1 5050 . XO 270 DS CLR 1 4040 XO 270 Ito CLR 1 6036 XO 270 a 1 CLR 1 2050 SH30 570 10 CLR 1 2030 5H18 570 la CLR d 2 2020 SKY 980 e, LOW -E TEMP G DATE FOR BELOW 1 4039 XO 270 I CLR . S! .1 5040 XO 270 'XO CLR 2 4040 XO 270 3 CLR 1 5068 170 3a .5 CLR TEMP ,1 • More ibis a Naias ... A tomitaeeat 19720 BOTHELL -EV ERETI' HWY SE, BOTH ELL, WA 98012 -8124 (206) 481-7101 ' 1(800) 800 -5920 • FAX (206) 4024811 Customer: Dreimcraft Homes Address: 215 East Meeker Kent WA 98032 (color) Vinyl Notes: QUOTATION . ONLY Dimensions: RO/NOA ATTENTION: AMY THOMAS Wtncicw schecP,,L, Quote Date: 5/13/97 Job Address: - • Phone /Fax: 859 -9697 Misc. Notes: Project Start Date: 0 Y Cpl. Job Name: INGLEWOOD I Plan Revision Date: Sales Rep. 1047 PO Job Phone & Contact: Quotation Valid For Sixty Days Maximum Unless Otherwise Noted. i otai'eii State Sales T� Tota Contact: 5 cu- Price Each Extension U TERMS: NET 30 DAYS 413 tr. TUKWILA BUILDING DIVISION NOTES PERMIT # D98 -0171 The following notes are numbered and keyed to the related areas on the approved plans. Final inspection approval will include compliance with all ordinance requirements in addition to those herein noted. 1. In single family residential occupancies regardless of occupant load, shall have a floor or a landing on each side of a door. Landings shall have a width not less than the width of the door and shall have a length of not less than 36 inches. A door may open at a landing that is not more than 8 inches lower than the floor level provided the door does not swing over the landing. UBC 1003.3.1.6 & 1003.3.1.7 2. Water heater shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one third and lower one third of its vertical dimensions. At the lower point, a minimum distance of four inches shall be maintained above the controls with the strapping. UPC 510.5 3. Rear wall of dwelling provides for braced wall panels that are not in the same plane vertically due to the cantilevered second floor level. Consequently, prescriptive bracing requirements are applicable to this condition. First: Provide double floor joists over ends of braced panel. Second: provide continuous rim joist at ends of cantilevered joists. Splice joints in rim joist with metal ties not less than 16 galvanized sheet gage and 1 -1/2 inches wide fastened with six 16d nails. UBC 2320.5.4 4. All foundation anchor bolts shall include plate washers a minimum of 2 inch by 2 inch by 3/16 inch thick. There shall be a minimum of two bolts per piece of sill plate with one bolt located not more than 12 inches or less than seven bolt diameters from each end of the piece. Bolts shall be spaced not more than 6 feet apart and embedded not less than 7 inches into concrete. UBC 1806.6 SECTION 301 — DESIGN CRITERIA 301.1 General: The criteria of this chapter establish the design conditions upon which the minimum ventilation systems are to be based for all occupancies. SECTION 302 — MINIMUM VENTILATION CRITERIA FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LESS 302.1 General: This section shall apply to all Group R occupancies four (4) stories or less as defined by the Washington State Building Code. Residential structures greater than four (4) stories in height shall comply with Section 304, for outdoor air supply requirements. For Source specific ventilation requirements, see Section 302.2.1. Compliance with this section shall be demonstrated through engineering calculations or performance testing. Documentation of calculations shall be submitted to the building official where required. Performance testing shall be conducted in accordance with recognized test methods. 302.1.1 Testing: At the discretion of the building official, flow testing may be required to verify that the mechanical system(s) satisfies the requirements of this section. Flow testing may be performed using flow hoods measuring at the intake or exhaust points of the system, in- line pitot tube, or pitot- traverse type measurement systems in the duct, short term tracer gas measurements, or other means approved by the building official. 302.2 Minimum Ventilation Performance: Each dwelling unit or guest room shall be equipped with source specific and whole house ventilation systems designed and installed to satisfy the ventilation requirements of this chapter. EXCEPTION: All public corridors shall meet the ventilation requirements in Section 1203.3 of the Uniform Building Code. 302.2.1 Source Specific Ventilation: Source specific exhaust ventilation shall be required in each kitchen, bathroom, water closet, laundry room, indoor swimming pool, spa, and other rooms where excess water vapor or cooking odor is produced. The minimum source specific ventilation effective exhaust capacity shall be not less than levels specified in Table 3 -1. Chapter 3 VENTILATION SYSTEMS Washington State Ventilation And Indoor Air Quality Code 302.2.2 Whole House Ventilation Systems: Each dwelling unit shall be equipped with a whole house ventilation system which shall be capable of providing at least 0.35 air changes per hour, but not less than 15 cubic feet per minute per bedroom plus an additional 15 cubic feet per minute. Whole house ventilation systems shall be designed to limit ventilation to a level no greater than 0.5 air changes per hour under normal operation conditions. Whole house ventilation systems shall supply outdoor air to all habitable rooms through individual outdoor air inlets, forced -air heating system, ducting or equivalent means. Doors and operable lites in windows are deemed , not to meet the outdoor air supply intake requirements. EXCEPTION: For dwelling units of no more than 1,400 square feet, the maximum ventilation rate shall be 0.65 air changes per hour. 302.3 Controls: All ventilation system controls shall be readily accessible. Controls for whole house ventilation systems shall be capable of operating the ventilation system without energizing other energy - consuming appliances. EXCEPTION: Continuously operated whole house ventilation systems switch shall not be readily accessible by the occupant. 302.3.1 Source Specific Ventilation Systems: Source specific ventilation systems shall be controlled by manual switches, dehumidistats, timers, or other approved means. 302.3.2 Intermittently Operated. Whole House Ventilation Systems: The intermittently operated whole house ventilation systems shall be constructed to have the capability for continuous operation, and shall have a manual control and an automatic control, such as a clock timer. At the time of final inspection, the automatic control timer shall be set to operate the whole house fan for a minimum of eight hours a day. 302.4 Noise: Whole house fans located four feet or less from the interior grille shall have a sone rating of 1.5 or less measured at 0.1 inches water gauge. Remotely mounted fans shall be acoustically isolated from the structural elements of the building and from attached duct work using insulated flexible duct or other approved material. EXCEPTION: Whole house ventilation systems which are integrated with forced -air heating systems or heat - recovery ventilation systems are exempt from the sone rating requirements of this section. 1997 Edition 302.5 Ventilation Ducts: All ducts shall terminate outside the building. Exhaust ducts in systems which are designed to operate intermittently shall be equipped with back -draft dampers. All exhaust ducts in unconditioned spaces shall be insulated to a minimum of R-4. All supply ducts in the conditioned space shall be insulated to a minimum of R-4. 302.6 Outdoor Air: A mechanical system shall supply outdoor air as required in Section 302.2.2. The mechanical system may consist of exhaust fans, supply fans, or both. 302.6.1 Outdoor Air Inlets: Inlets shall be screened or otherwise protected from entry by insects, leaves, or other material. Outdoor air inlets shall be located so as not to take air from the following areas: a. Closer than 10 feet from an appliance vent outlet, unless such vent outlet is 3 feet above the outdoor air inlet. b. Where it will pick up objectionable odors, fumes or flammable vapors. c. A hazardous or unsanitary location. d. A room or space having any fuel- burning appliances therein. e. Closer than 10 feet from a vent opening of a plumbing drainage system unless the vent opening is at least 3 feet above the air inlet. f. Attic, crawl spaces, or garages. 302.6.2 Individual Room Outdoor Air Inlets: Individual room outdoor air inlets shall: a. have controllable and secure openings; b. be sleeved or otherwise designed so as not to compromise the thermal properties of the wall or window in which they are placed; c. provide not less than four square inches of net free area of opening for each habitable space. Any inlet or combination of inlets which provide 10 cfm at 10 Pascals as determined by the Home Ventilating Institute Air Flow Test Standard are deemed equivalent to four square inches net free area. 302.6.3 Ventilation Integrated with Forced -Air Systems: The outdoor air connection to the return air stream shall be located upstream of the forced -air system blower and shall not be connected directly into a furnace cabinet to prevent thermal shock to the heat exchanger. 302.6.4 Distribution: Outdoor air shall be distributed to each habitable room by individual inlets, separate duct systems, or a forced -air system. Where outdoor air supplies are separated from exhaust points by doors, provisions shall be made to ensure air flow by installation of distribution ducts, undercutting doors, installation of grilles, transoms, or similar means where permitted by the Uniform Building Code. Doors shall be undercut to a minimum of one -half inch above the surface of the finish floor covering. SECTION 303 — MECHANICAL VENTILATION CRITERIA AND MINIMUM VENTILATION PRESCRIPTIVE REQUIREMENTS FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LESS 303.1 General: This Section establishes minimum prescriptive design requirements for intermittently operated systems. Continuously operated systems shall comply with Section 302. System characteristics not addressed in the following sections shall comply with Section 302. A system which meets the requirements of this section shall be deemed to satisfy the requirements of this chapter. 303.1.1 Source Specific: Exhaust fans providing source specific ventilation shall have a minimum fan flow rating not less than 50 cfm at 0.25 inches water gauge for bathrooms, laundries, or similar rooms and 100 cfm at 0.25 inches water gauge for kitchens. Manufacturers' fan flow ratings shall be determined as per HVI 916 (July 1989) or AMCA 210. EXCEPTION: Where a range hood or down draft exhaust fan is used to satisfy the source specific ventilation requirements for kitchens, the range hood or down draft exhaust shall not be less than 100 cfm at 0.10 inches water gauge. 303.1.2 Whole House: Whole house ventilation systems may consist of whole house exhaust, integration with forced -air systems or dedicated heat recovery ventilation systems. Whole house ventilation systems shall provide ventilation capacity as specified in Table 3 -2 and meet the following requirements: a. Exhaust fans providing whole house ventilation shall have a flow rating at 0.25 inches water gauge as specified in Table 3 -2. Manufacturers' fan flow ratings shall be determined as per HVI 916 (July 1989) or AMCA 210. Table 3 -2 shall not be used for dwelling units with more than five (5) bedrooms. b. Integrated forced -air ventilation systems shall have an outdoor air inlet duct connecting a terminal element on the outside of the building to the return air plenum of the forced -air system, at a point within four (4) feet upstream of the air handler, and be equipped with one of the following: 1. A motorized damper connected to the automatic ventilation control as specified in Section 302.3.2; or 2. A damper installed and set to meet measured flow rates as specified in Table 3 -2, by either field testing or following manufacturer's installation instructions based on site conditions; or 3. An automatic flow regulated device with field measured or field calculated minimum negative pressure of 0.07 inches water gauge at the point where the outside air duct is connected to the return air plenum. c. Heat recovery ventilation systems: All duct work in heat recovery ventilation systems shall be not less than six (6) inch diameter. Balancing dampers shall be installed on the inlet and exhaust side. Flow measurement grids shall be installed on the supply and return. System minimum flow rating shall be not less than that specified in Table 3- 2. Maximum flow rates in Table 3 -2 do not apply to heat recovery ventilation systems. 303.2 Source Specific and Whole House Ventilation Ducts: Exhaust ducts shall meet all requirements of Section 302.5. Duct diameter, length, and number of elbows for exhaust fans shall be as specified in Table 3 -3. Terminal elements for exhaust fan duct systems shall have at least the equivalent net free area of the duct work. Duct diameter, length, and number of elbows for integrated forced air systems shall be as specified in Table 3 -5. Terminal elements for integrated systems shall be the same size as the connecting ductwork or eight (8) inches in diameter, whichever is greater. SECT • N 304 — MECHANICAL VENT • TION CRITER AND MINIMUM VENTILA ' ON PERFORM NCE FOR ALL OTHER • CCUPANCIES NOT COVE • 1 IN SECTIONS 3 ! 2 AND 303. 304.1 Ventilatio • The minima requirements for operable area to pro ' 'de natura entilation are specified in the Uniform Building • • • e . BC) as adopted by the state of Washington. Where a mechanical v ntil • 'on systbtn § installed, the mechanical ventilatio system s I be c pable of supplying ventilati• • air to each zo ' with the minimum outdoor air quan ' ies specified in Tab - 3 -4. EXC ION: Where occupancy de ty is known and d umented in the plans, the outside air to may be bas • on the design occupant density. Under ci umstance shall the occupancies used result in • tside ir less than one -half that resulting from application of Table 3 -4 estimated maximum occupancy values. In all parkin as defined in U handling of auto and on all loading shall be provided at area. The building o ventilation system desi cfm for each operating based on the anticipat vehicles but not les the garage capacit systems may be C. nbustion air requirements shall confo r • irements of Chapter 7 of the UMC. Washington State Ventilation And Indoor Air Quality Code e outdoor air shall be ducted in a fully enclosed lfath direc . y to every air handling unit in each zone not & . . . . with sufficient operable area for natural ventilate ' n. CEPTION: Ducts may terminate we in 12 inches of th• intake to an HVAC unit provided ey are physic lly fastened so that the outside . duct is directed into the nit intake. garages, other than o - n parking garages Section 311.9, ed for storing or biles operatin under their own power atforms in .us terminals, ventilation .5 cfm • -r square foot of gross floor cial « .y approve an alternate to exhaust a minimum 14,000 le. Such system shall be taneous movement rate of han 2. rcent (or one vehicle) of . Automat carbon mopoltidg/sensing bmitted for a • • royal. In all build' gs used for the rep r of aut biles, each repair stall s all be equipped with duct, exte• :mg to the outside of the over 10 f - t in length, shall mechanical cfm. C.nnecting offices and waiting roo suppy: • with conditioned air under positiv exhausNextension ilding, which if exhaust 300 shall be pressure. to the Mechanical refrigerating equipment and rooms oring efrigerates shall conform to the requirements of Chapter 11 of the UMC. v • "bitc-Twt& Z l g G rit r %LZ • OUR NEW AREA CODE I5 253 EFFECTIVE: 4/21/97 ►'IAF.; ALL • 2.. 11- Za" -`fl fir) {' t..1 C o L c 3 6.3 o o � �1 - tC ' --' WI C'110 t 1t t wa 'R.Iti1 Z Z'Z S 14 ' '2z—co t.l Q S `'lam - O I --pb = Z2 V g = 2 4 Bt Sitvo •+"' Al A 1/4./ 4.1 L.- N-P.) e = 0 VPLIS t.h 66,55tizAtz CO511:Se-tr 1,5x 3.0 lit> 2.'44- QQ S .v. C th J T V S co 571..t "Tt t D3 - - c czer L A LitiA.1- t".2: CAj" ' �"� �V1 b$<1 U wl Sta C ■ 0. C4 ?AC. \-:•• p•) qt `b 0 vC tL .rImi -t- w..) Cr Z o ct) }°1 O,L . C V PK PI1471 S t v LD Dx2. v./,• w . C /3- ` 1 t�S t o of CV o c G44 \ c..4. G V YKP 0,3 O t[ wt't'i.i , cry OF - ruKw I A Al 2tl 198 reo mi C ENTER Zoo P�...r . l goo ZZ`tI l 5 45 t: id I (I 4x4et R. HO RN ASSOCIATES KENT' WA 98064-5102 (206) 631-5353 102 • M W mg 880seablnella Row NW Moot Mss) 8S1 PM 12.10611 1417 500_ 300 785 SS3 3 12.10d 2433Y66 AJ11111- 10.11M r,111 /ll /l.1 ••° ♦Lest. Ai Wiwi r.u4l4 -- 4. - A tull•• s ♦. Base values In IrnsIs per quote inch (psi) — Use wish Ad)uuusent stetson (see Ica H w N) Extreme Tension Cora r 1 A�odtllul o Specks Fiber Stress Parallel Horizontal Pe dieular Parallel Elatriciry Grout, Grade in Bending M Gram Shear to Grain to Grin (m!llk»Pi) 4 Ft Fv . F t Fi Dou lac Fir Sd. Str. 1450 1000 95 625 1700 1.9 -1,arc • No.2 1000 875 575 95 625 1450 0 1 6 No.3 500 325 95 625 750 1.4 Construction 1000 650 95 • 625 1600 1.5 • Standard 550 375 95 ' 625 1350 1.4 Utility 275 175 95 625 875 1.3 Stud 675 450 95 625 825 1.4 Hem -Fir Sel. Sir. 1400 900 75 405 1500 1.6 No.1 950. 600 75 405 1300 1.5 No.2 850 500 75 405 1250 1.3 NI rlM:1JIN.li MIN::.. No.3 500 300 75 405 725 1.2, embers. the NS Construction 975 575 75 405 1500 1.3 • rtaps.16 gauge Standatd 550 325 75 405 1300 1.2 Utility 250 150 75 405•' 850 1 Scud 675 400 . 75 405 800 1.2 ^ Note: Valurs f r YS Ii smelt es4p p Onl to 2" by 4" bomber. Ire Mtlon • .,1 ; * Typical SS3 Natallelion Typical SS1 Installation • esSSHOW w.. ...... •1ws warn ree Reinforce joists, studs, end rafters notched during oonstnudlon. SS stud shwas are not a iota) replacemsnttd removed material. MATERIAL: 16 gauge NNLSN: Ostranixad INSTALLATION: Use all specl0ail laatenera. Sea General Notes. CODE: BOCA, ICBO, SBCCI No. NER432. 1.Rooi loath Me 126%cl floor lode °rimlilted br asmerelMlte. ROOT bliala A* to adialsd for oth rbed =St de . exceed iod Oo rot 17Kerto-1612, F Home 16 I4 IN i.e.' Wool, PLAN lzg•./1 5 lotAs cvsep/el. 0E5c-cal PT, OR A 4 CAA 1 / 6 • 1 e..i-vArioN 4 gooF 50 ALL. . eteithlki..ts* e UPPag. F ep 12 Roo F R ev 5i 4. . GE,Rayja1LoA2 CA 1...cds. s PT loa_ 1,1 E- 1 -1g-14_141w pow ReADeg• 10 1.x1. ‘ 1 DM (FaNI$E KITc14e-N kilkID014 To 4 1' 9 :3_2 _XL? ) givL N.0 014 . GHAN16E- &Aepic- Rtti PCX)( HEADE-P. e.S1GN L4? B..wsm 5et.o N -TP1 " To_41u.91,11 MAY 2 0 1998 ro.. „IP.. kJ P.! EAT.H.114.0.g. ..grA:t PEN' XNTER _ F OPT' NA L., MASI gy Et_ • C VALL.T. .Fryt...727 RECEIVED CRY OF TUKWILA ; ki j /300 = 1 4 4" 4- L21.Ashil c•KAFT HoME.5 1 81 i li-IGLE.woot) 9.4 U. BC RAkv !Dr L 0A p cA. /.1b1 I .136"..ri tvvelz E Dm. oRm • 5 UFT.c.:.?..E.T. 1 6._.fice ) r TOUVES 1 / 6 Z . ,E; 1- • ,=-% I Ice Vmay. N 511 Vimax 5,414 Aeel- • 14-14 Y1.. 254416s . 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IS 14-Jogs Co A=.761 I6s A I. 14 int. 3 tt04 16% s 11.3Sin') us a eixcep_Fir-z. 5E_Am PIN/LAv Rt4 ( is 14o gs .-,z I ry A\ 46; 0.47.j1) ••■••••••• PLF E1ty_1.0.4671rktb.s 5=6.49.5Sin"4 Ar 5 t#4.:•e t 1/4&•4 " CITY OF TUKWILA RECEIVED j "C :0 U E '‘.0 1.0 125L • 2 0 1998 SC0 41 - 24 PERMIT CENTER (. VTi i-•!P s - \Ayla.- 15esc, lips A '45.09 ir2- 5.‘71 rLrf li?.5 sr Ia. i USE 4 x.10 17Pa r it. Js & pa iziyi E. 6t. Li.. Tin . _ . . v Ms P" rz ?kJ P 4,1.165 2 1: . 2. 1 12_, =1351 . 4.1 = 1.0110 P11 /3K-Z . 0 371.' us e. 4 f2 a l , rLe8 40- i n's Us a 4x co' H /t IR - i. Pg 4 • 2ooti1!Lg.641.. sut.vA 1.6s A= 16.4 2- '775 7- 10.'4- in) USE_ 4)(6) H F2 MINIPS 6 F" eag.t) afri INtvi..4 H DRS, 0 • 1 7F_ . P d ?rLF H /44 .` 11 /1. 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Jos$j" .RECEIVED "." . . 3 kiblx 6:33 rk.d6S I 1?2.1h3 PERMIT I le, e . 4 5 run Dv &A (..ALiN. 1200.12..JA aL.z,..vhitam - ■/tmax....:i_l.L7. °Liz in' 1,.7CoQFLf M 90ofk...-11 S 12.82 in% "he 14 r-z. Z) - 3 -c./r &. -a 2R. HE-A.N.PE-g..(... dAS a) = S -"Co /1 = I 4 4 1'9 . Lbs ,..._____./..-1.3-__.ez:i0- 4 s s pi.-F mma v.c e/cIft.-165 5:- 5 3. 8,tb_in ' " \ , /&+r.. IA = 4 N04 , 41L_ 12„_Dij,Cro \ P 1 i 1. 175 * /1 vs - 44t. 165 1 apA ti) 00 H SL E.) 1•7 te.)-aep 165 . A 9.423 ir0-. 21.3 PLf Ik S 35,c, 5 Lri."6 s4) sE>4. = .0c)5 Use. is/4)(12. MIcAzo Litm •••• .•_••. • .• . ••• • •••........•....•••••••.••• ••...• • ..•••_.•••••_.... • Y. ••••••••• • 1 2I S 4 o r AD PT r i A .-- 7." 7.7.7... J. t)11•1:. 1. J.I Dow._ RECEIVED / A _ • CITY OF TUKWILA IP PUT F . ,492■11 MM 201998 Ls: 5.w. I/A = . A _PERMIT CENTER . ....... . x. ATTE. 1 1 47-600 (.1 klikiDoW • . • • 1" 1.1 NATE- ot-.1 HE.P% 4F L.ev: wogsrcAsE I_CaN.S)...__. • :LV_A11 gts1S)... S. REbthVED Y OF TUKWILA Y2 0 1998 RMITEENTER— • • • .. ,,:-.. A •3 ..41-, 1./1 , -. -,---,---- , =.. j(044.1 Is. 1741i L C ' '&5.`) tip" w = 7?, fl.F ----' US M.. 4 D F'2... et. /i•Lo 0 0 o lc, ..1•0 . . e., t, . op. 14 p g. • (.... Le vAT 1 ow S _3L. OTS216_S A■ :::- . iD Pt, f trna z 'Up &.0 .Ft: 165 S m 34 .427 ins • • _1172 — u5E. 4-i- p. • C, g:6_14L B_a^ 01 ut-10E-g Ki 0 0141 DIN . (7.2) .---. 4 I- cps' bs,. A_:_=.. ./ 4 in:L • • , = 'I I Oa P I-F• M max = 2 2 oo f't.: 1 6 s5 ...: 30, ji- ;0 f2. • 1 IZIN1 ..,-7 5 Loll an-L-OL-1 vb., F -- u$e., ix vz. t) F FA% 1 ._S-MileAig.L\IC Wftkl--L- (M-1- E41 ' • .. . 3 7 , .-= 1.. 2 0 ) I 6 s A = SCa.L.21.101:.— :..,. , ' .• . • 1 I W = 91 Pt. . II' • --0-u5e...-4,( I/ al p.l..1 l., E E. Ck. M Elsejdow_cathac,j_kivtge, RH Oki-L. via.aso -A-7 " ' V tna. :"-- z 18. ()Cy in • II • i* I.".1 =-. 5 So PLF K biaA 1 .114+..1A 0 11,4›fts 1 S'=-.. I(o.4 i n' -- us a 4 p2: )(4:. 2. Bo RP4 1., B E..AM L * 6 .1. Em cabL_p_gx t • . . ' 1 IP= isesc* Mk: w2 4.4 0. 6."- - c.)) r- 35, 1 r67416 • , ha 4 le 1 1 5 W.40/1... r 7.71 ( W AileAst..1 \i_io VP ' 11541-lbs __A_ • V5 .: 1 lips' I • . j j , ---P= 4'..37.2. 1 i I M.trlix_f_i. • • I! . Pa 6/i wiy 6 Hob, • K i 1 0 ioc II ' • ,, .3091St 47., 4-1 IV • . • • 1" 1.1 NATE- ot-.1 HE.P% 4F L.ev: wogsrcAsE I_CaN.S)...__. • :LV_A11 gts1S)... S. REbthVED Y OF TUKWILA Y2 0 1998 RMITEENTER— July 15, 1998 City of Tukwila Department of Community Development Steve Lancaster, Director Ms. Vickie Martin Dreamcraft Homes 215 East Meeker Kent, Washington 98032 Dear Vickie: Sim grely, Kelcie J. Peterson Permit Coordinator Enclosures File: D98 -0171 SUBJECT: CORRECTION LETTER #2 Development Permit Application Number D98 -0171 Dreamcraft Homes 4502 S 122 St John W. Rants, Mayor This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Division. At this time the Building Division, Public Works Department and the Fire Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision 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 please contact me at the City of Tukwila Permit Center at (206) 431 -3672. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 TO: Permit Center FROM: Public Works Engineering DATE: July 13, 1998 SUBJECT: Dreamcraft Homes - SFR 4502 S 122 St Permit Number: D98 -0171 Contact Person: Vickie Martin Phone: (253) 859 -9697 JJS /tkf c City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION Allentown Water Connection Fee 3,968.00 Allentown Sewer Connection Fee 7,278.00 Access 25.00 Sanitary Side Sewer 20.00 3/4" Perm. Water Meter 260.00 Storm Drainage 25.00 CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Dept. (with copy of application) TOTAL: $11,576.00 John W. Rants, Mayor Ross A. Earnst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JULY 13, 1998: Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 John W. Rants, Mayor Steve Lancaster, Director City of Tukwila Department of Community Development PLANNING DIVISION COMMENTS Date: June 23, 1998 Re: D98 -0171 Applicant: DreamcraffHomes Please contact Michael Jenkins at (206) 431 -3670 if you have any questions about the revisions requested below. Tukwila Municipal Code section 18.56.040 only allows a 20 foot wide curb cut in residential zones. The plans for the three car garage show a 29 foot curb cut. Please revise your plans to meet this standard. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • faz (206) 4313665 June 10, 1998 Ms. Vickie Martin Dreamcraft Homes 215 East Meeker Kent, Washington 98032 Dear Ms. Martin: City of Tukwila Department of Community Development SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D98-0171 Dreamcraft Homes - Lot 2 4502 S 122 St Sinc rely, 6-9V Kelcie J. Peterson Permit Coordinator Enclosures File: D98-0171 John W. Rants, Mayor Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Division and the Public Works Department. At this time the Building Division and the Fire Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision 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 please contact me at the City of Tukwila Permit Center at (206) 431-3672. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665 PUB EC WORKS DEPARTMENT COM1.;NTS DATE: June 4, 1998 PROJECT NAME: Dream Craft Homes Lot 2 BLA L96 -0077 PLAN CHECK NO.: D98 -0171 PLAN REVIEWER: Contact Tammy Frederick, Permit Technician at (206) 433 -0179, if you have any questions regarding the following comments. After reviewing the plans you submitted the Public Works Department finds that the site plan is incomplete, we will need four (4) copies of the site plan showing the following information: 1. Show Sanitary Side Sewer line from the stub out to the house. Show pipe size and materials to be used along with the percentage of slope. (Refer to drawing #SS -1, attached, for construction details for you or your utility contractor's use.) 2. Show water line connections (from the main to the meter and from the meter to the house) including the location and size of the water meter. (Refer to drawings #WS -14 & WS -18, attached, for construction details for you or your utility contractor's use.) 3. Storm drainage shall be per the storm drainage system plan dated 2 -18 -97 and approved on 4 -23- 98. The storm drainage system downstream of your discharge will not work unless the system is in place. Individual lot owners will be required by the City to install the portion the system associated with their lot. Applicant proceeds at their own risk. The City will not install the storm drainage improvement identified on the plan dated 2 -18 -97 and approved on 4- 23 -98. If applicant desires to complete any or all of the storm drainage system, the City will issue a separate permit for work in the right -of -way or on an adjoining lot if easements are secured from that lot owner. 4. Show width of driveway and the edge of back of sidewalk. 5. Sidewalks are required for this project and shall be installed at the time of construction of the homes on a lot by lot basis for all properties adjacent to the city right -of -way. Refer to Typical Frontage Improvement Section of plan dated 2 -18 -97 and approved on 4- 23 -98. 6. Show the location of the closest power pole and how the lines will be connected to the house. The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 7. You will need to submit a Flood Zone Control Permit (application attached). A sample site plan and a H9 check list are attached for assisting you to prepare the above requested information. Please contact us if you need further assistance with your site plan revisions and we can go over it with you before you resubmit. Please fill out the attached Metro Sewer Certification Form and return it with your re- submittal. cc: Gary Barnett, Public Works 0 City of Tukwila Department of Community Development PLANNING DIVISION COMMENTS Date: May 27, 1998 File No D98 -0171 Applicant: Dreamcraft Homes Please contact Michael Jenkins at (206) 431 -3670 if you have questions about the requested revisions listed below. 1. The site plan does not match the front elevation, in that the garage is shown on the west side of the property while the building elevations show the garage on the east side of the parcel. Please submit a site plan that shows the garage on the east side of the parcel or revise the elevations to match the existing site plan. The setback from the front property line in the Low Density Residential (LDR) zone is 20 feet for the first floor and 30 feet for the second floor. Please revise your site plan accordingly: John W. Rants, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4013670 Fax (206) 4313665 PLANNING DIVISION COMMENTS Date: May 27, 1998 File No: D98 -0171 Applicant: Dreamcraft Homes City of Tukwila Department of Community Development John W. Rants, Mayor Steve Lancaster, Director Please contact Michael Jenkins at (206) 431 -3670 if you have questions about the requested revisions listed below. 1. The site plan does not match the front elevation, in that the garage is shown on the west side of the property while the building elevations show the garage on the east side of the parcel. Please submit a site plan that shows the garage on the east side of the parcel or revise the elevations to match the existing site plan. The setback from the front property line in the Low Density Residential (LDR) zone is 20 feet for the first floor and 30 feet for the second floor. Please revise your site plan accordingly. 6300 Southcerzter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fay (206) 0313665 DEPARTMENTS: Buil'd��t'ri Division 14 ubli Wor� Approved Approved \PR•ROUTE.DOC 6/98 TUES /THURS ROUTING: c PLAN REVIEW / ( RO � UT � L7SLIP ACTIVITY NUMBER: D98 -0171 PROJECT NAME: DREAMCRAFT HOMES DATE: 7 -17 -98 Response to Incomplete Letter Original Plan Submittal Response to Correction Letter # Revision After Permit Is Issued fS d Fire Prevention Structural Division g_ DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete ❑ Comments: Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE. DUE DATE: 7 - 21 - 98 Not Applicable Please Route ❑ No further Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 8 -18 -98 Approved with Conditions E Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved with Conditions ❑ Not Approved (attach comments) ❑ ACTIVITY NUMBER: D98 -0171 DATE: 6 -22 -98 PROJECT NAME: DREAMCRAFT HOMES DEPARTMENTS: No A oorcf2V ne B i i� Division � g � Fire�� ntion �n��n` g � iv�i�� )s-ricicin Struct r — DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete n Incomplete 0 Comments: TUES /THURS ROUTING: CORRECTION DETERMINATION: \PR•ROUTE.DOC 6/18 PL /�I�LI P Original Plan Submittal Response to Correction Letter # 1 Revision After Permit Is Issued • Response to Incomplete Letter DUE DATE: 6 -23 -98 Not Applicable 0 Please Route 0 No further Review Required Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 7 -21 -98 Approved 0 Approved with Conditio s Not Approved (attach comments) C O1 AL S : 1-1 • E1p IEWER DA . C DUE DATE: Approved 0 Approved with Conditions 0 Not Approved (attach comments) 0 REVIEWERS INITIALS: DATE: DEPARTMENT: \PR- ROUTE.DOC 1/98 C• tectil PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D98 -0171 DATE: 5 -20 -98 PROJECT NAME: DREAMCRAFT HOMES B ' iI mg Division �. Fire,guvention P b Iic Works Stry ural At-121 fo.41 NI I - Y Planning Division Ej Permit Loordinator DUE DATE: 5 - 21 - 98 Not Applicable ❑ DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete ❑ Comments: TUES/THURS ROUTING: Please Route n No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS. DATE. APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 6 -18 -98 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWINITIALS: Cat DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS. DATE: CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: 1- 11 -igf3 PLAN CHEC PERMIT NUMBER: J YO I- 1 PROJECT NAME: )fe 1 mC-1 1Q V C\ r l b(r e I . r.-' PROJECT ADDRESS: 15O\ 5 Ga ✓ VOW. , ^ : 6' � - e Co G'l CONTACT PERSON: V �Lt�U , vlC�►���) r`l PHONE: ( , REVISION SUMMARY: - RCUta_C\ . le- �(cu- CU` ce (\ a re .mt' SHEET NUMBER(S) _ "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: cam" o ' i at C( b 900 locs \\- 3/19/96 . 9Z /L'd Md /QDQ d1IMNli WdES:90 86i ST lac - CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: to k (CI ? • PLAN CHECK/PERMIT NUMBER: N O I-7.1. PROJECT NAME: "" b(earrNGI Q" + 1 0 S PROJECT ADDRESS: 1 .450 ZZ S I QI a J CONTACT PERSON: \l LL- Itti� LG.✓ . 1 ► o PHONE: c753 S"5cl 9 (q7 REVISION SUMMARY: 1 C1L '(x4-cC( 30' a-C %I tOa oll -CD,/ stetnd t . n cried ,-z..9 t, Ure pH b/' C l.lROA_ILS • Ck-Cuc‘cfci S 4 t cu r, 2 k urk -hvn Oat/15. SHEET NUMBER(S) C'OpLez 5,1e. p Inn "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: RECEIVED cfrf OF TUKWILA JUN 2 21998 PERMIT CENTER' .)1d 3/19/96 REGISTERED AS PROVIDED BY LAW 'AS CONST CONT GENERAL REGIST . # . , EXP.. D,pTE CCO1 •MJFHOI *092DA 10/01/1998 EFFECTIVE: DATE 03/01/1991 M J. F • INC: • 215 E MEEKER • KENT WA 98032 Signature j 2 ___. l �L-CGf % C ��� ^ � l .4 i Issued by DEPARTMENT OF LABOR AND INDUSTRIES ' LEFT SIDE ELEVATION 1/8" =I' -C7 4" R/5 TRIM 5IDINh PER 6L DIZ'S SP EG'S 11 vi( A J.AY (Ror/1 PIREGT 1/4--/EIJ1 F/P w /OPTIDN&L T.v. NIGNE orer opr. °2° 5 1<Y LI(o HT ° Ix2 1 OVES. I* IOP-/5 e I'•®® I♦�I�® .1° 5° i ° • 2x3 SILL w/ 'r STOOL SIDING PER 13LDR S. SPECS. cpa READ ELEVATION L Roo FING PER Bt. PR's. SPEG'S. 4 0 3 tote 8 °1° CeS ,c/ 1 r alia womorso FONT ELEVATION I ' /4" t . I'. " IVHT SIDE ELEVATION 8 ° 7° Date Permit No. SEPARATE PERMIT REQUIRED FOR: ECHANICAL 1 ELECTRICAL Ili PLUMBING GAS PIPING CITY OF TUKWILA BUILDING DIVISION of nnMw. W OW/ b °7° FILE COPY 1 understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or asIONINNI Riosipt of contractor's copy of By 1 1 , A if CITY OF TUKWILA APPROVED JUL 3 0 1998, AS I'+f0 EU BUILDING DIOS 0 T NB AV 241 PgRat ERR bs -o tii 1 J08 ' N0. PANTRY � 0 i d REF SPADE 24' D W 9PAGE 24" ° Se," 2" holm 1► \ 24' l 12 " 3a" t` ■ rat. ■■■■�►��■�. A■�il■■i�'it'�- / rmo ap I■■■ ■■■� i■I■ �iI iL�I� ii 0 • 1 Ax MGT, 4x8H SCI 0 0 i I >, a v DW PNON PKOvIDE 22 "x 1 . . 30" C RAW L AGG•ES IN PANTR PIN IN& FOOM FLUSH cox.IpDFI Co STEP O'- ►O 1 / 2" IVIN& g00 SEE DETAIL ON SHEET No."1 .s'- 4 t/ 4:110 •1 11111 11 r 7 o x�j U.1 N 111 f 1 1 = nn J V — to ��- ° N� r I \ 412) O LINE F FLOG A►60 IMPACT BARRIER EL E rle -NTS 4 SWITCHES ' • -t IB" I14..A0 .,E 3LAo -1 D 4 (n:, - a7 1ld . LV40.rior 0 $ -GAR & - G E -EV. II' -O 'LONG 4x12 DF2 11 ›0 0 A 54")(3.4.954")(3.4.9" MOM PL AN NO. 1B14 IlN(.1�14Wt7 i 10" 1/4".'11-47." K1T.HEN GA EL EVATION5 I /4 =I' -o" SE.E SHEET 5 OF 7 FOR r I�ITGHE.N CABIN .1 ELEVATIONS. FLOOR.JOISTS' HFZ STUDS 4ROSTS HF 'BEAMS ?HEADERS 1-1F 2 " DF2 RAFTERS HF2 " 112'', 4x 12 D(2 ' 1y- 12 DF2 4 °3 �� 5 °cv -.C,L. DR • i HI■ +— D w • ".... r ■ ■■ ■ ■■ ■ ■■ lm .. imr xd■■ ■MI■■' :■■ ma% rF in !■■ ■011 ■ ■a. I ■ ■ ■11 IT po . ..I• muns. 1{ rl - .. i,luul g ■1! !/ moral li ■ ■ME IN"? ,AL TERNATE KI TGHEN PL, AN o `0 LUMf5ER DESI &N .VALUES *.. _ 75 . )' Fb= 1175 Fc •.405 Fv =15 y' 850 Fv = 95 , Fb • 875 Fv= 75) Fb= # DES1&N VALUES DERIVED FROM TALES 23 -1 -A 4 23 -1 -X- 9. AND ARE. vIVEN IN POUNDS PER SQUARE INCH .,'. MIGROt-AM Fv=285, Fb= 2800 '2KIO 42LU-Lar'1 Fv Fb =2400 fox OF I Fs,: 85 Fb =1350)E= I•Cixtov IJO ?E SEE SHEET NO.4.OF7 FOR SHe..ARWI►LL 4 HOLpoWN1 SCHgDULES ty: 1 I�P�ZY ': SUSAN 12 SPACE s 21-90 " / t3' -10" (2) 4° 5° 5I I W/(2)1 FP-D, QTR.. RND TRAW. O VER. 4x 4 HOR:IZ. MULLION 4x(? HF2 0 ve -Ft. 0 , ,(2)9° 1 °SH W /CI) 2° RAP. \ LF -RND over- -ELEV.'F 9' -4" ►5' -0 2' -IOII / VA CO LINE OF FLOOR ABOVE Y ' rc HEN/ 4%12 PF2 9'7t 12 pF2 4x 12 DF2 4° ,'x0 k 5°fo 5 °4 °xo viwYL LINE. WITH aLTERNaTE KITGHEN CABIN ET PLAN MAIN FLOOR PLAN FAMILY t Pt REGT V Et4 1 F/ 1 a2[o0J!JECr INSTALL P gotr -rcizy r3arxopm FG. 2IRE.GT I ON S 5 - '5" Id - tlOY) i 7fAL. is WALL CA 6� E p Ke iV . ) 4 x co H F2 CPA RAID E 4'-o" 5 /8 " TYPE'x' v1.1ge COMMON WALLS CONT. TO UNDER -SIDE OF ROOF SH EAT H INS Z- I.4Y25 I F FRAl,ME, P- wt13EKS ovc 1" oL I I II i - - -- 1 I 8 ° 7 ° O. H.D. I 1 I 1 1 I 8 ° 1 ° 0.H.2 1 I 8° 7 ° O.11.17). NON BEr RIN4 12' GOLLiMN I t I SEE. PET. S Wf "1 20 � -- 1 I2".MIGI?-0-LAM ( b 0 Zsoo ) iTr SEE DET. SHT. #'1 1 (OPTIONAL 3 /PJ' x l CI 1/ 5O' -0 u 1:5 12 20 -e:" &1.. jI LINE OF - GA RACE L0" I.I., I I II 1 POW DEP-- SEE PET. 5HT!t 1 OPTIONAL. "N N co FIR EP 1-AGE I/4," -. I' -O" MAIN '50" 1 MAST ER AP-EA- 0 C TY OF TUKWILA • APPROVED J L 3 0 1998 AS NOTED l`N ISU 1LDrNC DIVISION FCEIVED CITY—OF TUKWILA MAY ; 0 1998 PERMIT CENTER Mil. IN FL= 984 5,F UPPEIL FL 8 30 S. 6i o E = 44o s. F 3 -ca(z. GARAGE =CoQO5,F +mai q L0 )1'4 ( V O fa) = f=1 a; S. ' D RA W N h'Ca 5 2 , 3 -94 SHEE71 NO 2 �OF ETS 'i ►w.a SFPub1G( Lib% i licit -I E }J r P' • • IT x u = LIP. 1 Maximum Numbw of Elbows. 3 2 or les. 79 2. • o7 2 / . 21 1446 . T)MJ ;ts , N., n.. ■s •••-■..• 0 t.#414 r-1-11.1M4 3 13 2.92 1633 x 0 33 • o8.2 9,4 4. 15 NtT nkLL4(1 ..t) v.i1a10op15 (strop, w /n..•1 244. T( • 51 IS 442,J5 FLCOFL 19 1092. of 44.77 ccNL.sl.O.c► la ti " 'L YUTEs 14 $ .c„ • 4.6 E.. c62.4 s. i>b` air 3 q ( , 33 13,53 (IbF't s Li" e1b1, a 3”,c).? Fon Ostod Minimum Smooth Ouot Geintit t - Maximum Lentsthl Maximum Numbw of Elbows. 3 2 or les. � , � . 4 MO 25 .:,4 itch 70 5 . 30 -5 ktaa 90 ,6 Mich; 100 3 50 : finch ;. No Limit =f Mich :;„ No Linda 3 so : wirrissurEmmemsrisrummiimurn 1111r'i - 4 itch• - NA 4 inch ;. - 20 bU94 u.& (tdPL) 3 3 3 126 6:Yteh 15.....:S h.ch NO Linn 3 " ... 125 7 Inch 70 7 inch No Unit 3 Numbs. 01 1Ndroonm Minimum Smooth Ouot Geintit t MNNe Mesabi* Duct Ol.rtmM Maximum Lentsthl Maximum Numbw of Elbows. 3 2 or les. 6 . 7• . ' 20' 3 7 . 5 . 20 ' 3 S or met. r 5• 20' 2 .. W.L.p(Ait g1 -In1.4Y a: 1 p . i tit/L. /0Sl1r N+f , 6.46. p , t5 (Rat-?.KL eral C H *.l E}.rr 4Ot. FT. . u = UA 11 ts44444 (Fie -f w/i rv-01 ) goo o. n54' 28 . a ') VAuLTED oottaF. 7 /1vICT) 292. 0.0 .4' 9.93 0E1 vs/Au -60 3 ` Ftta ;:..1 1651 2,72 D „Z 0. 114.7(0 17(,.g 44,7 1(0. 4 WINDo.s (16';gt/imlLA0.) Fca4L4 (..LF. wilono.r.24 1092 0.0arl fr 1 o f a =v. 4.I 0.4 00 ceofJE..14AD (L ;. F6pLtu) . F• WLL�► /1_, ".v'.t.;L . 6'� f\.. bU94 u.& (tdPL) 39I,44 tuoALT 39 • w.0 ingion 31•te Vandalic and indoor AY Waits Cod. TA65I 3-1 Minimum Sacco Specific Vomitedom Capacity Mpdnm•nts Mt.rmht.nth mooning CPnlMtuaa• MVO. StarJlatps (3., 12111 sacand &Non p•U.00n* 50 cfm 20 Ob. TAMILS 3.2 Whole Houw Ventilation Now Kitchen. 100 dm 25 clm SedfOOMO 215'1444 3 MMtknum • 50 60 100 Maximum 75 120 150 100 120 1. This tea. shall not ba used lot dovish, units containing more n.n 5 "drown.. - TANI -I pr..w•pw. 000 Wain' For race additional elbow subtract 0f w from Wtgth. FMx ducts of 1hi• diameter w. 001 punched with fans of this W. TAILS 3-5 Reaulpdee Ma.P•ld Roca/ AM Suppl► 0401 tiding 1. For *vas over 20 ha Mann. duct dMtm.1« 1 Ina.: 3. For elbows ' outthink* mw. stud+ 3 Modes. duct dWnalw 1 Men . cAEL.E Lori O WPTER - RESIST/kNT IAA& TO 4/0" P.BV: S O. PP -PIN INLET" MAST E 6EDROOM C:::::::: ■ .., � 11 by 6 L - t e;: 91 4 °BYPASS 4 6YPA55 a- (0 /Z E3E DR-0 0' -1° BI -FOLD 4xbHF2 BEPSOOM NOTE 14' -0" SEE SHEETNO.(oAOF - / FOR- SHEAR L-J•LL SGHE DOLE 4x8 HF2. 4 xo • 2 1 - ' , 9'- 10 I / 4'" = 1 9x13 HF2 4 ° 4 ° )<0 10 2° RADIUS PIGTUR-. 4 a - �11 50'- UfrEf F•LOOIZ PLIN 9'- to 1 14' -o " c•I M CITY OF TUKWILA APPROVED JUL 3 0 1998 AS NO[U) " 2 , 1 BUILD/NG DIVISION RECEIVED CITY OF TUKWILA MAY 2 0 1998 PERMIT CENTER 118 -D�� I NOTE l o'= ; O 2 0 / SEE SHEET NO.IonCPF - 1 FOR SHEAJZ WALL SGHE.DULE 10 '- 1 367' -O 50L 5' - D • '- 4 1/e 4_ 11/2" OPTIONA-L. UPPEI - FLDOlz PLA 1/4 1' -p" 4 ° BYPASS 5 'Po P3Eb1 3 &I FOLD 5 °v NIT'' Z¢ 4 Sq" WALL 4'•t /i 3' -4" 42 " x&O" TUB ll‘' /a "HI& H PLMVo i - VERIFY) a .�I uI !1I 4 BYPASS E3E2 2M S.D. Nov) 2`'131 -FOLD n� R- • ES 0+ 0" DR !' J T PHONE C4 pppROVED ►lA JUL 3 0 1998 AS t4 MER RECEIVED CITY OF TUKWILA MAY 2 0 1998 PERMIT CENTER $1■t Comot � o DRAWN DATE 5. 23 -94 SHEET NO. °PT 1014 'OF SHEETS JOB NO. PLAN NO. 11314'oPioN' IN&LEt4Q9p Cia011319NI 61431 ON NV ld ON 80r S133HS L !0e ON 133NS +6 - c Z -S 31V0 NM 0 Yn' v D � D � �G R rh O cx, Cr) 0 m z H31N30 _m 9661 0 Z AVW V-IIM)Ini AO `M.10 03A1303H U la E NiO11fl Q3J.01l sY 8631 0 £ lnr 03AOkidd V1J n1 JO AID O I / -. 0 1 .I/ . - t - 39 'NI'v -Od S 00c: Ol ,,5. •dO1S cd1S •VHo9 _d9 �d7•Z - 210d • Ndd JO fi e'? 1 1 NI . 0701 r n Q x u°)1 `LN I Ico'1 g ° HIS -4 J NdleJ NO11d6Nno,O i„b 71 1Hls NI � ',I T — — �M. 1 -,5 ,p -.9 L 7 1 0 A T „LI NYJ SL S10(` N�nl (d, b3•21 oi)irk,er2I - S1N N 011ddNnOd Cal ON 3?13HM 1c137X3 ZU ZI -SWd33 (Sg21'IdS w`v9 & °Px•b,) Z .AH +: S150d:L'b (cr31 Ss"' ) „gx,gl x „gI - S�13 31 na3HD& f10©'10H ZIO4 L .40v0'O14 133HS 33S z1oC7�1� N3 71NnS „d? 7 £log - i/0.949 # .1$0,4 Ol (t) /M —n-ipe b - I� 11 y 1' .1 - , 1 f I S Id 1S 0 - 1J N31INn 1 3/10 .,, ! �2Z c:1 ' � 2d 7- t ` 1 I 01 1 I Z4gx6. '9N07 L I .L/ , OI x .e4► .* Z of 1SOd (ZI) (nd�Id1.17 •' °.`2I,) Z4H gxZ T 1 t- --J t- -1 r -- r -t E I t 11 I Ill- 1 1 H- I I 1 L__I I- --I I L-_ -I I ! T T ' „O -,S jf xO °,1' ,,0 -,1 „0 ,0 1 . 31ON 1-- „Q - _ J IL_iQ 4k,czr trsdCtnst SWUNG' I. Joist to or Oda. naea0 • 3•114 2. &dgM1 eo Jo*. nw.il each r d 2-Id 3. I' x d' (23 an a 132 am* eab0aar or for nsect**. faro WI 2-id 4. Wider dean 1' a 6• (23 see a 131 m0) auMleur to each }Au. (acs mail 3-1d 3. 2 (11 toss) aritikOl 0 joist *Odes. Mind sod Loe o.0 2.164 6. Sok plate n }}ppeew or Welk&typecy Nos oa0 164 r 16 mm) or. Sok plat n Jaime or Mowing. allea«d wall *mar 3-16d per IV 006 ate) 7. 70p *au to *rut sod nail 2.164 1 Seed nsoar Ow 4441-nsril r2-164 cod *A 9. Double auk. Lot mdI 160 r 2x'(610 ma**. 14 lop plain. lap rte aril 16d r i {' 006 alai- 64 11. Wadies 0rwyta or Man to hippie wooell 344 12: W0 ***Saw to**, 1d 46`(132 w)ac 13. Top palm lap add hlas.alans. Got mall 2 -I1d 14. Coshamw loader. toe .Own 160 r I6' (406.aro) LL Moog ewe yip 13. C41168 ja16r M plo hisstall 3460 16. Coolirast heeda to sad. toenail 4-Id 17. Ceiling j . htps pee pnhior, hoe aR 3.464 IL C.ed114 Mau npraild nMe. fw.r7 3-444 19. R. A n plus. .omen . 330 20. I (73 ma) hn« m each end ad Am. lace *II 2-id 31. I it 1• as ms a 203 ass) Asatkiog or less r sad hw4y. Ire wail 2.441 32. Wechee that 1' a S 03 mm a 203 am* shush*, to each Works. law oa0 3.114 23. Makeep comer ray 164 at 24'(610 mss) or. 24. Su(h -up. Seeder aid beam 294 as 32' (113 rani oc ate* wed hasten and sawed 7 -204 at swim and at *eh**. 23. 2'151 am) pka 1.164 i each brunt 1 26. Wood .eeecwrd psea16 rd k p. kboont. S Mo «. roof end rd4 aheaddoh (n (*mink (( McY .23.4 mot) ih - .d ken 441 110 1M «66j 1 h• - )' &' lod Idd Camb4r)oo eandloar emdstleymer (n frann(m0 (1 loch . 23.4 hie) 3 /4* ad Leas /dl I re -I i re Ind' 4414 27. Paged 4 yai lea feamlog3 ' (.3 owl «leea 44 1 h'( 1 6as) Id. 2L p4barbard 430al►4q:T 'h' (13 ass) tie. 11 µ 64 No.1{ a 2/ ./33'QD.aa* • No. 11µ I . tee• Na16Z . 29; larri« 1 Jon 34 44ll TABLE 234-0 -- NAILING SCHEDULE 1 1 P.em.o. W i a& 3aW W w0 *apt athrw16s awl NsOa peed r6 WIN (133 *a 33 teed renew at lap. 12 What (303rr) at kyle awns wogs {Irbe ( 132ra) raEappar when tparraslMc (w11219ryrmore.ParWllmlofvoted ouvcarid pad lad r 9 t m9wW tad dw le rvaYa. d. + 2214 143 kir era herYYy a q• ha c lea w oe adroa d dirk. .13dataild dual torrcolawanium ddy or easy ri r r. 11141411811111•11 3. (a Ueda 2331.1. 'parer+ speed d 3 lashu(76 yips rd{ Indus (132 mNon lowam.dlemep- ZrOtlaainiart m1166 MIN I $u-Ied r (11 ae0) head rdd 1 (3I hint) hmgr 6.064.d. 413 mdse ad) (Niwe)lemgal(or /7tMc#(mmslah.66Jassosoafrshy la dr 0gulturae of Soak* 2323.1. wplaemWdme160 /I d(II os)csara 061 3mm1kw{G fa 1 /1.94`,3 mm) 2 add 1 43906016.0int 63- iW(30mmld.5.64. mmfoem95ades ragwNmeem Sealed vied seppmrr1 69eM006664(2036dw(S0/saa*Ywre110 91Yioeeg{ Qidne adur ).Cobli eed66adw er (III 12*de)r9rr- Am( rupportl 6124 kid= (6100eq. Casks or MW mewl spaced 6 Ydec (132 ma* as paced edges. 13 Woke (303 am** brrmodina esppoas. 118 - 0171 DBI,. Z x IO'S i361.-(2L1 WIND c.2 SIDES r 2, wrIL,E.V ER- 111111 PAIL / 101111=11== 11 =1=1 e11111/1111=.1 VI {r F4USH GANTILEVEI�- Ft?fME Wi 125 L. lx 10 , MOTE START L4Your SEE SHEET NOt&,,OF FoR FLOOR. TIE SCHEDULE. UPPED PLAN v 411 11_Q11 NTIL.EVEP- I / 4e ` I , _n' I Cr " LA Y SUSAN O P T I'7KIA-L 2,s Cp SOFFIT ENE ow 5 PACE E167EEa�� �� S INK SOLID E31 OG DING 1 J X - N& -TYP. I.TE.F -NATE KI1GNEN CR)11\1 ETS no OF TUKWILA APPROVED JUL 3 0 1998 AS NOTED MUILDiNG DIV1116N RECEIVED CITY OF TUKWILA MAY 2 0 1998 PERMIT CENTER u z W cn'5p w 0 o " • JOB NO. PLAN N.. 1814 IIaWDOD SHEA SRELfj.i "SCHEDDLE -. - STUD YRARIHO 1 .'.. SARA • &1 ' • - - SSEATEIHO IELELILQ" 'GAT. t.l } � ' rL0._ t4 - :. •... ..- FIELD.. SEEM PT.OU tiAILIHO SILL PLATE )iclOaS - "SASE - .TO HAIL v4y; '' !" A P z�P''ost. tt�:� e:°' a c. _ N1 e e)12..' i• - , .. 11..a.os' _ . : twz }f',"osb • B e l". . EkI(o'ri twl0`C t.. c €9 a,a. c,„ - 4 4. - oS0 - e.4 4" 8.4ojtt' ii,d 1� t ih'� a3 i • • • YLOOY aoLD0AH3 - M'KR K ' HS.YLz116 . HOLDOVER STUD '..i'tCHOAJbL ' HOLDOCIH • AHCHOA BOLTS vE•, LA,,, , c,,,,,i. : _-: - ( SIR 3iTh 1 /y ro/2',,;'- _ . : - - -' AA 10 w./!ci) ii 'rI L_STA°3 (m)loa.. t3i.K +Hlr •pt¢aas . , A.+a <.w. T'°P t? • • 10R- ra►'1:1:i:1, _ 01 4111.0111141VAI,11,4 i• c_&p1A:. w JLY.7 Y SJICER E POINITERiS . J ?JECTi STAUCTOAAL DESIOH .33 110.0011:1e'40Y: CHA'D:_ if2I 212TH S,H. LYHHHOOD HAS D98 -01'1 1 T P F9) PP .. M Re_'O'O, • • C LtiC L10S-ga h 8 EYgso V L1l137CEO LEVROO (t$SpleA , P.EO'D SHEET OF DATE: I2 "C7.H EXTEND 2x 4 TAILS TO WALL, PROVIDE. FUR -.IN(., FOR R-30 INSUL. 24"0.H. 2.4"c H . 0 C.. L EY IZ H F TE' 24"o MAN F: S TR 5S@5� 2 " EXHAUST VEN 2 2'— opt 5 /L. 1 Dal SM. / i _I _ ., a 1 2 " O. H . ' 29 "O. H. 18 "0. H Ioo- FizAMING PLAN -'E' ELEV I/4 "- I' -a" { -USS NOTES IN i-PL-L 4 B AGE PER MANUF. SPECS - NO FIELD MDDIF IGATION WITH OUT DE51&N ENVINEEKS APPKOVAL ENME.EhING To •G'GOMPANY APPROvEO PLANS ATTIC VENTILATION ION 1092 SQ. FT @ 1 300 = 3.6o4 5.F REQ'D. 2.5 VENT BLOGILS C ,0654 S. F EA . I. S. F. 24>AELE. VENTC� I.125 S.F. ° 2,25 S.F. AGIUAL VENT AREA = 4.06 5.F. 12 "O.H. IB "0 H. 11111111.01 16'4' H 1111 Om imam I8 "a. H RECEIVED CITY OF TUKWILA MAY 2 0 1998 PERMIT CENTER 1 n JOB NO. DRAWN r5 DATE 5 -23 SHEET NO. C P �OF 7 SHEETS PLAN NO. 1814 a INGLEWDOD 1 X Lo •FI „g /, 6 -, L ����� I� 1L •2x 4- F P2 - R- INSULA f .R11J.f- 'p ON NC7T : - MAX. RISE. 8 " 11I1+1. KUN 9 ", MIN. HEADROOM - 2-2s10 5T-447-5 I-11TH 2 x STRONG 5,40 tc- - FIRE$LOC K. STAIRS ONCE IN MIDDLE OF R.UN 6ETL -JEEN STRIN6E —5 ¢L RUN 6ET STUDS, - USEA'EL -E SPPGE UNDER. S IRS Td BE 1 -HOUP- FIP CONS7. 5/8" TYPE' x' GWe TAPED 4 FINISH ED, TYP1C1 L STA'I SEGTIOM I /2'' = I' -©" ILIf 4-He-cr le CoNTINUOU5 ,f'E- MIN . I'/2" GLEA P- �oT�: - DF.TPIL HP'( Br: USW w /PAFI L e_ Fto°R ovtF cPAwt -.AC , pLY 10 trP ftH 4 Hui) sIL1. - Itl41ALL 9Y Cf.kltk E ftillott114 Ca1TIIlUOU T° l- I4ADr wiry risre. O F ,Arto �t�FATfair�t� / e' H►N • VI/0 8dIIa.1LS I ALL PLATft•5,117f; 4511105 op- 2- 2x 5TU0S (1IPIL 51}TLZ:'1° IA. 5140) 1) VENT N., K'G 1 2x 12 RAFTEFRS @2•} "o.c.. h coNT. MIGIeo -LAM 6M t " G66 1AGE R RS (OP?I9gA -L 3 %x 10'Ft,c i ) GA R?+ E EXTEND TRUSS TAILS TO 2 x 12 FzAFTEP-5 -3O INSU L,A•TION w /VAPOR B -( IF,(� 4 I" AIRSPACE, INSULATION DA FFLE c, PIIN, p•I F.5 PAG E 5/6"C-11-J5 ce : SOLID 'L1- Ca x10 DP 1 L-1- GT >i1vL` 2x1 5 /8 "TYPE'X'6WE5 To UNDERzSibE.OF ROOF SHEATHING NN L 3/4 "oSP w /IOd 4 "6.0NL• SLry w / 3" PG. "o•c. EDGES SLOPE TO FRQIN' 12 "o.c.IN FIELD 2x4 P.T. MUDSILL 141111 I /2 "x7 IC"*NGHOP- 137L 04'-0 "o.G. -W ITHIN 11" FROM END OF PLATES UNLESS NOTED OTHERWISE yL�_r ntt< -. 1/4"--C-o" MANUFACTURED STP goo TRUSSES Cd29 I.1 SOLID 5LOGKIN6 OVER- 15EARIN MIN. 5 /4 "G .EATS ePoST/ f3EA M 5UILPINZ7 SECTION 3 - 5 12 12 12 2-2 x4 TOP PLATE Cie MIN . LAP) I /Z "C.,W R. -13 INSULATION ``t /VAPOR. B A R R i Er 8S STUDS @1/0"0.c.. 2 x '} DTM• PL . R.-361 S/s & L-f 13 3/4 "O.S.B. oG "o • c. E. Do E I1 o.c. FIEL/ y I�.I�tl Ottll o ' d } 2 -2x4 TOP PLATE. (48" MIN. LAP) w k8) Itod EA. DBL. TOP PLATE LAP x Iv HF2 (° l(o "o. I /2" GI.JE 1 INSUL. 14 / V. e,. 88 2 sruas I�a •:•` -� 2x4 'TTOM PL. UIL bI• sETI2N A- COMPOSITION ROOFIN& OvER I5* FELT OVER / /ko " O.S•B. SHEATH NC. 14 /8.1 CvC "o•o• E.O&E -5, IV•.c. IN FIELD 2-104 PAR CONT ('FTC, 41-4 1 5AR COr'T, tCOM #4 VERTICALS@ I to' e , FTCos. TO ILEST:ON UNDISTUR5ED 50 IL MIN. SOIL 13E.A INCA YA'LUE / ''ciTtZFRIKWII•A APPROVED CIT OF �TUKWILA MAY 2 0 1998 JUL 3 0 1998 AS 1 'J 1ED BU1LDrNC DIVISION INSU.• BAFFLE - VENT 6LOGKIN& 5IPRN' PER ESLDR'S. SPECS. OVER- MIN. 74k 8UILDII.IG P■PER. ' /IG "O•S.B. SHEATH IN/. tr /84 C�Cv "o.c. Ep[o£5, 12"0.c. FIELD -r P UN LESS NOTED OTHERW SIDING PER 5LD? -'S. spats, OVER. MIN,7 *5I.D[(. PAPER 1 /IC. "o.S.5. SHEATH M1 /8dcvca "o•G. Epepas, 12'o•c. FlELp- TTP UNLESS NOTED OTHERWISE PQUY 1 DL c..04rOoLS CDR L 4c1.* ANb SvOfavashz-r- vJerrm AGuri b L � 411 tvi niAm ETt PERMIT CENTER DRAWN F'G DATE SHEET NO. ie 7 1 sH €rrs) JOB, N..