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HomeMy WebLinkAboutPermit D98-0206 - DREAMCRAFT HOMES - NEW RESIDENCE12067 46 Ave. Dreamcraft Homes City of Tukwila ( Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 334740 -1215 Address: 12067 46 AV S Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Signature:__ Print Name: .0 South: .0 Sewer: TUKWILA Slopes: N Contractor License No: MJFHOI *092DA Permit Center Authorized Signature: • 14 Permit No: Status: Issued: Expires: Occupancy: DWELLING UBC: 1994 Fire Protection: N/A East: .0 West: .0 Streams: (206) 431 -3670 D98 -0206 ISSUED 09/15/1998 03/14/1999 Phone: 253 859 -9697 Phone: 253 259 -9697 Phone: 253 - 859 -9697 Date: ° I l l S al 24 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. 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. OCCUPANT DREAMCRAFT HOMES 12067 46 AV S, TUKWILA WA 98178 OWNER DREAMCRAFT HOMES 215 E MEEKER, KENT WA 98032 CONTRACTOR M J F HOLDINGS INC 215 E MEEKER, KENT WA 98032 CONTACT VICKIE MARTIN 215 E MEEKER, KENT WA 98032 k***************************************************** * * * * * * * * * * * * *•k * * * * * * * * * *** * * ** Permit Description: CONSTRUCTION OF NEW 1,814 SQ FT SINGLE FAMILY RESIDENCE WITH A 440 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS, LAND ALTERING, SANITARY SIDE SEWER, STORM DRAINAGE AND PERMANANT WATER METER. k**************************************************** * * * * * * * * * ** * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 136,912.62 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: TKF Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 24. Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,118.71 k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Address: 12067 46 AV S Suite: Tenant: Type: DEVPERM Parcel #: 334740-1215 CITY OF TUKWILA Permit No: D98-0206 Status: ISSUED Applied: 06/12/1998 Issued: 09/15/1998 4***********************4 *****************4 **** A**4**********A************ Permit Conditions: 1. No changes will be made to the'plans unless approved by the Architect or Engineer and . the,Tukwila_Building Division. 2. Plumbing permits shat SpattleKing County o Plurnhing wi 11 be inspected by that agency all'gas • (296-4722). • 3. Electrical permits shall be 466tainetithrOltm4he'vOhingtoa; 'State Divj4On of„La6orland Industries work wilA' inspected by that agen6k • 4.• Ali mechanical work shall he under separate permit issued by the CtiifTUkwil.a r • 5. All perMits, insrittibp;,r06*ds, and approved ?lansl:),alla evaiTable to the start ofany,Ciip •strUCtIon0:.TheSe .dociimentsarOo be maintained' inspectionjaPprOval is granted. 6. Engineered trtis dra shall be on ' site. and,..:Avaitableto the buiiding inspeCtlifor•inspection, pur)Pses...DpCuments shall hear' the seal and signature OfaV Va*hIngtoriStat'e-P.rofessionartii4ine • 7. Arfk insplation li)aerta7Lshall• have a Flame • Spread eSS..,and,. material JF,ha 1 1. bear identi- fication - thow raparforritance--rating thereof 8. Al l.. to in with approved plans •ancf.requireMents of the UniSforii),,BUtl•ding Code 'Edition) .as'em'ended, Uniform MeChanICal,.:•Code .41997= Edi • - • .and'Washtp§tOn 8tate. Energy Code7(1997Edltton). • 9. Notifythe'City of Tukwila Buittlin§ DIV,is)bnorfor to ' placing any concrete. • This proCedUre . is in„a4dition to any requirements for,s1) inspect lon. ... • 10. All wood to re0aAn in'p,laced.•concrete shall be iOatecl/*Od. 11. There shall , be no occupancy,of the builAing(s) ..•, • , • final insOection has been coliipTeted the Tukwila 13d1Yding Inspector. 12. Validity of PerTit,. The issOadce of :a. permit 3r,approval of ..,,„ plans, specificatIons, antf'compuiafi'ons shallnOt'be con- strued to be a permti, to .or an apRrovAI:dny violation of any of the provisions .oftha'.bUildingade or of any other ordinance of the iuridiCticin. 'No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13. 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 adjoining lot if easements are secured from the lot owner. 14. The sidewalks shall be installed per plan dated 2 -18 -97 and approved on 4- 23 -98. Any curb cut access ::.hall be done per City of Tukwila':. Standards. 15. All conditions associated with SLA L96 -0077 shall apply to this permit. 16. Temporary erosion control measures shall be implemented as the first order of bus iness to prevent sedimentation off - site or into existing storm drainage facilities. 17. The site shall have,permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final inspection. I8. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum, of five feet. Driveway shall be paved with,l.n.,..3172:,of right -of -way. 19. Hauling over 50 c.v sha l-:L r .e,qu l r e ap1 1 cat on for a Hauling Permit prior to a11.,y "as:s o'c-ia"ted activ'irv;. <s 2G: New construction ; nd- ub .tant;ial lAprovenen t:'ct,�;ar7y residential str 4Cture shall ;?have the loweSt,, fl'o'ciYincluding basement, e 1'ev ted:. to a - mi_n irum "ot One toot above=; the level' base flood:;elevatjOn (100 year) All bui lg wi 1 l,.be constructed and certif •"r'ed, as, bu`i..lt at or abov.e;.. l e.vat ion° shown on ap storm , dra.inage p ien .. dated 2 -18 -97 and approved 'an 4- 2,3-98. (NGV` Datum,` 19„29) Enclosed areas below the lowest floor shall b'e, designed,` autoniat�ical ly equalize : hv.drostatic `t lood torce�:: A, m'i`minrum , of two` open`i„ngs ° having ; .a totel..net area of not 1•e:ss than, on square i :nchtor' every. ::square .foot of enclosed areas: eub:ect to ,flooding` shall be prov.ideal and . w -1th the bottom 'of all,: openings 'no higher than• one'ifout abovegrade. Cpen i ngs. maybe equ,i ped. Witt) . c ripens, .•l,ouv.ers, or othe co :vering er�: :devices D ovided thathei. pe the aut,oma.tic en :try an `exit `of ,floodwater s An ,horing - Al,l new !:onstr.uction and substantial improverents: shall be" a nchored; ; tu.'prevent :f�iotat.ion. ,Collapse, or lateral movement of the structure Land,Alter.ing: (grading) to be carried out'inf.accordan,ce the plan dated 2 -18 -97 and approved on :4- 2'J -98. 24. Downspouts, driveway, patio and drainage'.tr impervious areas shall be collected in an on-,site Strom" drain system. Drains shall be 4" min. diameter, PVC schedule, 40 or corregated poly ethalyne,.> pipe ; 'with a smooth interior ~:'wall, `: -.NO ADS flex pipe. Drain shall be wlaid, :wl th a minimum 1% slope for aray.i tv discharge` to location approved by, Public Works Dept.' shall not` : ;connect to footing drains,. Footing. drain.:and ma.` <' share a single discharge pipe downstream' of .:the lowestttjoting drain. 25. The City of Tukw i 1 a ; has: an undergrond i ng : o n nce requiring the power, tr'.1 econrmuni catm ons ;. arid cable `service lines be underground from the point' of connection on the pole to hie house. 26. The applicant must notify the City utility inspector at 206-433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. WATER METER WATER METER WATER METER C. 5204Z 47 ': t Ott ky5 750.00: $.,00 r $ 00 S, r,i $ . 00' r f ,;$ - Q.0 ' y $ 0'0 \$10.00 '$ . 00 ` J % $ 00 15. $''.,00` y n` $ 00 'Lsi. V0 cop 7+ q1t��.. % 4s . :F 00 l is . 00 "' $ .00 y �r tii t $.00.. 4j ..1111 *` ..: 00 9 00 � t t., t�d` VV Perm t. No: 098 -0206 Status: ISSUED Site Address:_ 12067 46 AV S Location:` Water Meter Type:. Water Meter Size, -Quanti t.:. Work Order = . f Connect ion�:Fees,:: Insta 1,1 .Depo Add.' 1 Irista11/''Depo .it. Plan :.. I ti s p ct on `F:a:e f a- We tear Turn 0n "'Fee : S 4 d Special xASsessnient; ;.Other'`Fee, :. i ' TOTAL WATE PUBLIC WORKS ENGINEER '`APPROVAL. WATER METER SUPPLEMENT DEVELOPMENT PERMIT ro' -ct Na e/Tenant:,- Type of work: q.New Single - Family Residence ❑ Addition - Single- Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure" ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: ( 91 Sewer El Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) Value of Construction: Site Addres : ( L} f City State /Zip: i--V Tax Parcl Number Parcel Number: 3 � t / � to - l :-_, I s -- o'i Property Owner: LAMM N 0-6+ - 1 Ines Phone: Ca&...)) 55c1 - G. tog] Street Address: City State /Zip: _P 15 I�l k ems t,,r� L k )i� q � 3 a Fax #: � � � -1 — SCZ Contractor: 1 1)-3- F 4 (nt: • Phone: - )) 8 1- cl to ct7 Street Address: City State /Zip: IS E Meeker I� cr.v - W( c . - F x #: C �3) k 3-I - k SDOS Architect: (1IA Phone: --- --. Street Address: City State /Zip: Fax #: Engineer: � ph - }`zxy - fAsSOci cuife Phone: b�3D) (031- 535 Street Address: City State /Zip: - - 1 h PL SZ eil - uP Q u -S► Fax #: ( > (o31- 535 Contact Person: 1 I v�r� V iCkve I eLr41(\ Pon a q7 Street Address: City State /Zip: ,�l S �fle.I -<e , P.n I l )1�l &03 a - Fax #: (a:i3) 1- 5308 Description of work to be done: 0..0 Cur\S d i *Y\ ) S((\O V 7-(1 A 3- 3 i C new• Type of work: q.New Single - Family Residence ❑ Addition - Single- Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure" ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: ( 91 Sewer El 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: \ � ) L( sq. ft. Dwelling • sq. ft. Covered Deck(s) t. ` , 1t - 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) • 1 -3 For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling " Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF T1'KWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 FOR STAFF USE ONLY Project Number: Permit Number: Single- Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. • APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW. OF•THE'FOLLOWING:•' (Additional reviews shall be determined by the Public Works Department). ❑ Channelization /Striping ❑.Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ® Land Altering: 0 Cut 2 1 cubic yds. 0 Fill . 9 cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public a Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public Q Water Meter /Permanent # / Size(s): 3 . 4 / i ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM S1'PERMIT.DOC 2/13/97 BUILDING OWNER OR •AUTHORIZED AGENT : "" " " "' " " ' ' ' ...1' " Signature: t L 1 .C..,_, t 111 i_ t t., . - , , Date: t iqV ?- Print name: r,.,Ii ( "si \U.( 1- : c,.t _ 4..,,; Phone:,, 'i `I `i (, r t'7 1 F�■ 1: �� i.� ���� Address: P �) t. • C I c i( City /State /Zip: '1/t,r`�__ A 0 _ c f .�u 3- -rAM L Y - 1 • AL PERMI APPLIC PIONS MUST BE SUBMITTED WITH THE FOLLOVI(JNG: DRAWINGS PREPARED BY A R ISTERED ARCHITECT OR PROFEE1 )NAL ENGINEER MAY BE. REQUIRED BY THE,BUILDING Oi-FICIAL ALL {jib IllIIN,GS iiIALLeE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED IA SUBMITTED ❑ Copy of recorded Legal Description from King County 3 ❑ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) 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). 0 ❑ Foundation plan and details n ❑ Floor plan 0 ❑ Roof plan n ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this 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 the owner, registered architect/engineer, or by the State of Washington, a notarized letter from the property�owner authorizing the agent to submit this penni ePp and obtain the permit will be required part of this submittal. f.> 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. SI'PERMIT. 2/13/97 Account Code • 000/345.830 000/322.100 000/345.830 000/345.830 000/345.830 000/386.904 000/342.400 412/342.400 402/342.400 401/388.102 401/386.520 401/342.400 401/343.405 401.388.104 402.388.104 000/322.100 ' ******11.****************wAA**A CITY OF TUKWILA. WA 1 " TRANSMIT *AISIA***Illi****14.1vit*Ailik**AA****A**A***;(*********71***Iie******* TRANSMIT Number: R970083 Amount: 12.667.75 09/15/98 11:21 Payment Method: CHECK Notation: DREAMCR HOMES In it.: DLH Permit No: D98-0206 Type: DEVPERM DEVELOPMENT PERMrT Parcel No: 334740-121 Site Address: 12067 46 AV Total Fees: This Payment 12,667.75 Total Pmts: Balance: .00 ***i*****it*i*A****11**A**********.6**.AA4AA**** 13,364.71 •1 • 13,364.71 Description Amount PLAN CHECK - NONRES -696.96 t BUILDING - RES 1072.25, PLAN CHECK - RES 69 6.9 6 PLAN CHECK - UTILITY 20.00 PLAN CHECK - WATER METER 10.00 STATE BUILDING SURCHARGE 4.50 INSP FEE - UTILITY 150.00 INSP FEE - STORM DRAIN 15.00 INSP FEE -. SME/$S8 20.00 worER CONNECTION 60.00 WATER • INSTALLATION (DEP) • 150.00 WATER INSPECTION FEE 15.00 WATER TURO-ON FEE 25.00 WATER ASSES9-ALLENIOWN 3.968.00 SEWER ASSESS-ALLENTUWN 7 • LAND ALTERING PERMIr FEE 15.00 .f .- • * .1 *s1 *7•*• * * **A•d••k ** * .s••** * * *sl *' *dsl* * * * * * *f;kk *** * ** li * actfr *** CITY OF TuKWIL,A. WA TRANSMIT. •.s4 **** **.4k, *: *•A•.1. * *• **• i*. A**** h***. F** s1* �k s5 * * * st* *• *ii *kf;A * * **(ci.h * * *.' - TRANSMIT Number:' R9700778 Amount•:. 696.96 .06/j2/9 ..15:50 Pavmer►t M€ th.c,d: CUE(;K '11d DREAMCRAFT W()MES l r► i1 .�';'I3� W' Permit No D'38-020i, T.voe:, DCVPEPM •DEVELOPMENT f'LRMll Parcel No 334740 --1215 Lacatior►: 46 AV S & S 122 ST Total Fees w: i d 778:.71 Thia Pavmer ►t 696...96 Total ALL. Pmta« r +9tr »'f6. Dalarice: A4** cA* * *k“*.HA• 4t***•(*****• k• h*'**A* *4rik* * *•0* * *•*A•4• * * *k*it *AW:A * *'k * *d *. ACCOUrII: Code De$criatiof1 AtfloUll't 000/345.830 PLAN CHECK -. NUNRE;i f OMMENTS + : . Address: Cc A- S / j 5.5 S 5 , 'cu n1 i : t- - ii'vt, . ( „),/ -1 (rte Date wanted: a.m. p.m. Requester: Phone: , Project• (( ' , ( t°(t /I1( r« `t•`t Type of Inspection: Address: Date called: Special instructions:;., 1 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. Inspector: Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection, Receipt No: INSPECTION RECOR r Retain a copy with permit Dg8-o o PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: Project: D ream c raf -� HomeS Type of Inspection: PW Ji na i Address: 12067 2411 A Y g Date called: 5 - 26 - R 9 Special instructions: 7 Date wanted: 2.7 ,,,, a.m. e Requester: )r Alec Phone: 2061 4O7q- 0095' INSPECTION NO. INSPECTION RECORI( Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 a Approved per applicable codes. Corrections required prior to approval. COMMENTS: $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: e t: U ( Inlpectio: fe'•`• Ad ess: / c a l Special instructions: Dab z o.1 ete: Pone• 4— ?9- 0 09 r. INSPECTION RECOf ,., ,4 Retain a copy with permit PY P INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA Inspector: � Date: C $47.I I ' EINSPECTION FEE R 4 UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, I Receipt No: + Date: PERMIT NO. (2 6)431 -3670 d prior to approval. !�, ft ��YPe itv g Date e Special instructions: Date gar,,. 7 tr Reg? Phon OC,"'�7q''0 M INSPECTION NO. INSPECTION RECD} Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981154 12064 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: Jul fit. wr•� El $47.00 REINSPECTION F 'REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: fait Project: A (0/1 .mAr t Type of Inspection: , CC ��'b9 4164 S, Date Dae called: - 5 / /S 19 Special instructions: 4 )7 7 Date wanted: // a.m. p.m. Requester: 1 . Phone: INSPECTION NO; CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: 57/9/q $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: Inspector: 6 U Receipt No: INSPECTION RECORD Retain a copy with permit SGT c✓ -(1 S , k,b.. Date: PERMIT NO. (206)431 -3670 Corr ctions required prior to approval. P j ,t: 1 Type of Inspection: s Add ress: IZcx,7 %tt._ cw< SL, Date called: 1 ",- 99‘ Special instructions: 4 £1 7 Date wanted: 1 , a.m. p.m. Requester: Phone: Inspector: INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206) 41 -3670 ctions required prior to approval. Date: L oh j $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. [ceiPt No: Date: Project: Type of inspection: Address: + (41--. 7 /e7oti 4/14 (4A Date called: i il r ,/ Special instructions: Date wanted: • % li a.m. p.m. Request J 1 / 1�A-A -ter Phone No. f P INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100; Tukwila, WA 981 Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with per • 1 16 07 c1e 54) .,� I I Inspector: I Receipt No.: Date: hn I PERMIT NO. (206/431 -3670 Corrections required prior to approval. 1 /1 Date: . i f r�9 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: a Ai^ Citf—t r Type of inspebtion: Address: (4- 7 / #614 , 5, Date called: / , f F/ r Special instructions: Date wanted: a.m. // // P.m. Requeste , , im_mociti Phone No. 0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #1.00; Tukwila, WA 981 COMMENTS: /O 14( d 5 1 • , 1 16. 7 6 5 Approved per applicable codes. Inspector: Date: 4 0. fi, $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 pern) Date: 7.9 --q0/46 PERMIT NO. (20 431-3670 Corr ctions required prior to approval. tUp: 64.\AcArk ft Type ctiatr pia di li 4 u.../.1,.\ 4 5 Date called / ( 1 . Special instructions: '. 1 OC62 p. r)-7 * Dry 10 te Date wanl:/ a.m. Requ er C.- - pho 0 01 j ,-- INSPECTION RECOR Retain a copy with permi • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 pproved per applicable codes. 4\q8/- oNa PERMIT NO. (206)431-3670 r7 Corrections required prior to approVal: COMMENTS: Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: _ • Project: • rei441 ,h/61 Type of iryreQn: Address: Date cal ed: Special instructions: "-Date wanted: 2r 4.2.6,1 , f - . � Requester: Phone No.: INSPECTION NO. INSPECTION REM Y: Retain a copy with 0, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 y Approved per applicable codes. ::titer y : �c"�' • `; ERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: c.,/y-tte F $42.00 REINSPECTIONFEE REQUIRED. Prior to inspection, fee must . be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No:t Date: Project: D reamcrrf l- yornes Type of Inspection: , water ;melee j1 Address: Lot 7 :. 12.0127 A Ave S Date called: 2-13 -99 Special instructions: Date wanted: (a. .. 2. /9 -9 9 p.m. Requester: A tile C. Phone: 1 1)6/ 67 00 5 : INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ,, d -02,06 ryIPERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: c u P 1( qd lap,4 ut_44 tai ,1— 4 c yvaxig kinaA14( iPt ,t Date: 1] $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: jeC c .a r-tra r t-- `'C ijectio 31/7 p. dr ess: ,k Av,—t_s Date call e. 'llegq Special instructions: Date wa ted• a. Reg L��✓ Phot 7 _._ 00 Fj INSPECTION RECORCo 66, Retain a copy with permit INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 A pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: (: z: -- ec- Pc97(Js clam „aez. Ej $47.10 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. {Receipt No: Date: Project: I ILI ( - 4 1 Typepf)Inspection: - fr 6 " ( 1,51 :Addre 0-V n 1-1(p 11-1-\).. Date called: D . 1 S pecial instructions. / Date wanted: R Isk k , P _ Ur.lq C CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION NO. • INSPECTION RECOR Retain a copy with per me-oDc,(6 PERMIT NO. (206)431-3670 Approved per applicable codes. V r Corrections required prior to approval. COMMENTS: 791)/ ..?17:4..461 evs 6t 1-e'-‘, 1%37 s $47.00 REINSPECTI 1 FEE REQUIRED. Prtbr to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: P o'e t: Type of InspeCtion`: Address: /20 - 4 co ,0,44_. Date called: Special instructions: ...... Date want 1: 1 ZI- et p.m. Requeste : Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Inspec Approved per applicable codes. INSPECTION RECO Retain a copy with permit Corrections required prior to approval. Date: i)9A-.0206 PERMIT NO. (206)431-3670 4. El $47,00 REINSPECTION FEE REQUIRED, Prior to ins ion, fee rust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule Receipt No: Date: Project: Poef—AlkiLe-414'Pr Type of,32cti r Addr s: 720 va7 -4-6 1We- 5 Date called: Special instructions: Date want d: / a.m. Reques r: Phone: 4P INSPECTION REC Retain a copy with per it INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Li Approved per applicable codes. It% D98-efazep PERMIT NO. (206)431-3670 Corrections required prior to approval. COMMENTS: Ap Pecis ak./01-0 74 4e s P.0375 - c4itrzt, Ok_ tt) /A.LSO--Arg $47.00 REINSPECTION FEE REQUIRED. Prior to inpection, fee myst be paid at 6300 Southcenter Blvd., Suite 100. Call to schedul6 reinspectia Receipt No: Date: : ' , Project: Type f inspection: 04,4 - p JAI J' I Address: r - :.. / Date ca ed: Special instructions: Date w nted: �r G / Reque ter: Phone No.: '7'?! 1' 'l = = =C+ gwrome vn ?4'047xml !` R '� +C �', -dy;m n cam' rm. INSPECTION RECCrl Retain a copy with pL,Ait INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. Inspector: MENTS: Date: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. $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: ■ ' ' Proje,�r " Type of in pec�'o� ,l�l Add ess: 1- / 1 .0 S Date cal d• 1 /II I / Special ins s uctions: � '~ - �A ti: �'`��( c. Date w d: / 5� \ a.m. p.m. Request Pho b� b q 1 — q INSPECTION REC r9 Retain a copy with b.Aiit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Spthcenter Blvd.,J Tukwila, WA 98188 CO M ENTS: Approved per applicable codes. I Inspector: i PERMIT NO. (206) 431 -3670 Corrections required prior to approval. /1iIt� Date: r $42. REINSPECTI N FEE REQUIRED. Prior to fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date; Project: Jfe ,w a," Ff rror�e1 Type of inspection; s, f/ . Sehi -- Addrest_ _r (2069, t� 4'fh44i Date called: .r Special instructions: Date wanted: /Z /� /9,. Requester: r Phone No.: Sir ,3 D - / 3 Z .tuij.S ut�"„�'.'vi wj : Jr: q�L': uwrt.; �. s. aw4.. YC• w.. w.. a.++ rwrv+...... �- vr.wra:rtL'+Kizry,;.._:a+r. -n: �.v. +c; C' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with perr{{,,. ,, 1 D 9g -oZo( Corrections required prior to approval. COMMENTS: �/✓� 7T r .e S 1e .Sf I de 54Z< 'er A o /r / Gooci . Glyn C tief ec/ a k ,C; I /.. 9✓Ov4e, C/c n 44i 0 r` 4' Date: /Z/ig $42.00 REINSPECTION FEE REQUIRED. Prior to.inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectiop. Receipt No.: Date: Pr rt:._.7 v / Type of inspection: S Address: 12 0 67 y 6 A S Date called: /e)--q? Special instructions: Date wanted: - 7 a.m.' Requester Phone No.: as3- &S q6; /7 Approved per applicable codes. Inspector: INSPECTION• RECO Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) CA) Date: qco 7 $42.00 REINSPECTION FEE REQUIRED. Prior to. inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. =3670 Corrections required prior to approval. Receipt No.: Date: Project: C 1) /la I-- Type of inspection: .. t+ Address: 16-7 Lic Glue S Date called: ANY Special instructions: Date wanted: a.m. p.m. Requester: Phone No.: r.+!+; aria+ err. T�, �a3 �a�',' A�C3F'.: r? �^ fNEtiY : $.:r'�^!'.'�54y'?` . t . 'x'�`2ttZ �^9`; Approved per applicable codes. INSPECTION RECOF Retain a copy with pe ..i D CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date; Date: Y Corrections required prior to approval. COMMENTS: c /I L /c-t43 G Q cv L . 4 \ wro cfa Inspector: 4 tjt qct r $42,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Project: / \ . 1,1 I� elf Type Type of inspect F r , , 'f[ (,. VJ Address: /a0 /� called: 9 97 7/T Special instructions: Date wanted: a.m. �� t � li � pm. Requester: (ry Phone No.• : zs� 7/. ca 7 IN REC Retain a copy with Approved per applicable codes. CGMMENTS: Inspector: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Date: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. dIlLos [ 7 $42. .IiEINSPECTIO ' FEE R WIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Type of inspection: 6-2)17 Address: � � Date called: �� / � S instructions: 62045 Date wanted: C,' a m /���f .m. Requester: fly...--- Phone No. v Ns5 - " 907 PRINVVV' i6aAMA INSPECTI ION NO.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Insp pproved per applicable codes. Receipt No.: INSPECTION REC Retain a copy with Date: Date: D- PERMIT NO. (206) 431 -3670 Corrections required prior to approval. r1 $42.0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspectlon, r•: Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: t: .it' • 4:,01 ;t(: }.•r•i { .:69....11$'1% " `.'c� G � �� % i t' ��tSti1«SY:It1' V- t, .t _ r t om• City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name ), %/h ti, t/ t',�"r f L.1�,� Address ),)O V9 / .0 6.7. 79' 46 A(/. S. 1\i n Retain current inspection schedule s Needs shift inspection )( . without correction notice Approved with correction notice issued omc 0 141:- &I) 5/ Auth r zed Signature FINALAPP.FRM Rev. 2/19/98 John W. Rants, Mayor Thomas P. Keefe, Fire Chief ,O rm - c), Suite # T.F.D. Form F.P. 85 ..s Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439 t... 1 . it'v. .sayj4{'S` '.''3 i'i'�1'{;I :S, .tr.ythQ.�tt {f, �1tc'�l, 4i'�1�' ;.�`a; D•:r'�i. ''�. j} .... i.' Jl�r \:::�;rja i City of Tukwila Fire Department Project Name 12.)i %t• t t !j C F Address /0 '/9 ..0 6 7. 7 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM 1 14 Ati. S. / Retain current inspection schedule Needs shift inspection __ ,Approved without correction notice • Approved with 'correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: 1Z4 4 F/-6 C/ Authorized Signature FINALAPP.FRM Rev. 2/19/98 John W. Rants, Mayor Thomas P. Keefe, Fire Chief P. — U. 7 °8 Suite 4 r T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 1 Phone: (206) S7S -4404 • Fax (206) 5754439 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS DATE: June 17, 1998 FILE: D98 -0206 NAME: Dreamcraft Homes Please contact Michael Jenkins at (206) 431 -3685 if you have any questions about the requested revisions. 1. The site plan does not match the elevations. Please revise the site plan accordingly or revise the plan for the home to match the site plan. 2. The elevations and site plan show a 2 car garage while the main floor plan shows a 3 car garage. Please revise your plans to coreectly show the size garage you are requesting. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 41313670 • Fax (206) 431-3665 • • • . • • .. • .. • • PROJECT NUMBER 2359 CLIENT ( pgr, CONSULTING ENGINEERS 20 May 1999 : Dreamcraft Homes 215 E. Meeker Street Kent, Washington 98032 ATTENTION : Bill Babb REFERENCE : Allentown Development along 46 Avenue S, Tukwila SUBJECT : Seismic investigation INTRODUCTION 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 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 loads 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. 1798 -d=o 4041 WEST LAKE SAMMAMISH PARKWAY SOUTHEAST • BELLEVUE • WASHINGTON • 98008 PHONE 425 644 1080 FAX 425-643-3429 dchemphill @msn.com • . 4,. PROJECT NUMBER 2359 20 May 1999 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 loss 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 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. E' ling IrL ZI • 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 loads 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'. ETENEREEELLI 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 LIQUEFACTION Another condition that occurs within loose,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. REIVEPHIML ;1' ii 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 Toad 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. • PROJECT NUMBER 2359 20 May 1999 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 HEMPHILL concludes that settlement from seismic vibrations with an intensity of VII would be insignificant, and that liquefaction could not occur from any intensity. ERMINEFEEZZIM /.IoPle.0 \ PER P 0 +�'lc.S ) 1`7` -i2 k. T e o 7 ( . .y - 9 E -' S5 5 SO to ?RI DATE EAswrf. /y„ ,.J - r") E --r&IE 1 ,.>n 5 € ms`s _ 4 Z • L 4t11. to. G\ Z3 t 1 o° ti 45 r 1 34, ' Frilto .T (I.'I . k -` J N. , 74.52 \ \ \V-5' anc Loc � R > JUL 28199 ASIVOLU ISUILDING DIV15 t TE VT 7 BIB 11/41o.1-96-0011 1 t2Em hh c4A Pr wIE 2-51- et59 -Vbq'1 PLC . J- FJ & . LA O6D A Z IR. 66014) C CITY OF TUKWIiA g'' wad µ A;0 4ipt 74 L1' L s,„L 1se u. 2LI 24' 10'— CITY OF TUKWILA PERMIT CENTER 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 Clow hoods measuring at the intake or exhaust points of the system, in- line pitot tube, or picot - 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 Tess 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, .. ...L t: . 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. SECTION 304 — MECHANICAL VENTILATION CRITERIA AND MINIMUM VENTILATION PERFORMANCE FOR ALL OTHER OCCUPANCIES NOT COVERED IN SECTIONS 302 AND 303. 304.1 Ventilation: The minimum requirements for operable area to provide natural ventilation are specified in the Uniform Building Code (UBC) as adopted by the state of Washington. Where a mechanical ventilation system is installed, the mechanical ventilation system shall be capable of supplying ventilation air to each zone with the minimum outdoor air quantities specified in Table 3-4. EXCEPTION: Where occupancy density is known and documented in the plans, the outside air rate may be based on the design occupant density. Under no circumstance shall the occupancies used result in outside air less than one -half that resulting from application of Table 3-4 estimated maximum occupancy values. Washington State Ventilation And Indoor Air Quality Code The outdoor air shall be ducted in a fully enclosed path directly to every air handling unit in each zone not provided with sufficient operable area for natural ventilation. EXCEPTION: Ducts may terminate within 12 inches of the intake to an HVAC unit provided they are physically fastened so that the outside air duct is directed into the unit intake. In all parking garages, other than open parking garages as defined in UBC Section 311.9, used for storing or handling of automobiles operating under their own power and on all loading platforms in bus terminals, ventilation shall be provided at 1.5 cfm per square foot of gross floor area. The building official may approve an alternate ventilation system designed to exhaust a minimum 14,000 cfm for each operating vehicle. Such system shall be based on the anticipated instantaneous movement rate of vehicles but not less than 2.5 percent (or one vehicle) of the garage capacity. Automatic carbon monoxide sensing systems may be submitted for approval. In all buildings used for the repair of automobiles, each repair stall shall be equipped with an exhaust extension duct, extending to the outside of the building, which if over 10 feet in length, shall mechanically exhaust 300 cfm. Connecting offices and waiting rooms shall be supplied with conditioned air under positive pressure. Combustion air requirements shall conform to the requirements of Chapter 7 of the UMC. Mechanical refrigerating equipment and rooms storing refrigerates shall conform to the requirements of Chapter 11 of the UMC. '*'1414 (Ids) rti 1170n4 ti i,',:, n. (varil r,) orison*, • , ' JN oop•o I* s,laoq - dOttiLLor, !.L'4 * I•p•o 1601 (aJ.al•it 41/%0 ,ill $ `'ILI ger. 'via (ww►,I.y,l•IAI) 4006rfM '%'irl l Zeao 1901 l / «r)4 A IVN 66'6 • te°•o 14Z (!ifft rnot)G#LinYA q • •.B ' B 2 maw •o OOQ ogre ariM J.i) flrMw u Yn = n * •1J •IPP lea I tic d 1 lei r,.k 1 1 ,14•s MN /4+/ S t*U L.(d cLi.1 L1444'01 ivereda41 ' c.5'4,1 E t' 11 ' 'M' «r ;: +413ao •1•I . $ • fir • '7 . g . sells '1.. •N, ti of oreig. • /re 7 W44 I4o" ' Z 60l JIf liorbi _ pZ't'SI 1 g • VC - 4 •••ft)s►Moo1+IM I vosi Zoo' rcrcetI CI (,,Jii:)'wrim 11M 4 h'6 Ego 1 62 o • • anIM"•Ia" h o'v 0••%.0 . ti ti sopw li lbws& 0 LL' 22 bio 2 bL '9t qv," u .14.4111424477, `vn s 11 * • .w •MPs 4 41.44rain 174 :'IVF.alolg •• I 11 1 0 . 1 9 .SSVdJl9'41►'. St V --- NEP Ssvd Ag .; OWN 1 : 13 .1.rv37 l.ir�a�+ 966 z 1 NM' mum. 4a kLi� h cam 907A •86Q 1 3 •WCWOM 11110110 Qty Notes Size Type Bar VT Glass Grids Argon Screen U -Value 1 5050 X0 270 0.S CLR MATCH 6X5 ' . S 1 2 1650 PW 770 It CLR MATCH 2X5 • 5C 1 1050 PW 770 S CLR TEMP 1X5 -50 1 4020 X0 270 $ CLR 4X2 . SI 1 4040 XO 270 I in CLR . Si 1 5050 XO 270 DS CLR , S I 1 2030 SH18 570 (0 CLR , SI 1 2050 SH30 570 (0 CLR -SI 1 6036 X0 270 DI. S CLR • St 2 2020 - SKY 980 S LOW -E TEMP G . 41- DATE FOR BELOW 1 5040 X0 270 20 CLR .5 2 4040 X0 270 3 a CLR - SI 1 4039 X0 270 IS .S CLR . Si 1 - 5068 170 34 ./ CLR TEMP . 51 rr O :re 33 =t --a a O rn f'...) - I - m m 33 _v Min QUOTATION • ONLY Man Tbaa a Names ... A Coaa■itweat 1972 0BOTHELL-EVEREITHWY SE, BOTHELL,WA 98012-8124 (206) 481 - 7101 800-5920 • FAX (206) 402 -4811 Customer. Dreamcraft Homes Address: 215 East Meeker Notes: Kent WA 98032 (color) Vinyl Dimensions: RO/NOA 2L\ ATTENTION: BRITTNEY BOLLIN Quote Date: 4/25/98 Project Start Date: Job Address: Job Name: Inglewood A Plan Revision Date: Sales Rep. 1047 PO Job Phone & Contact: Phone /Fax: 859 -9697 Contact: Misc. Notes: Quotation Valid For Sixty Total Se State Sales 1 • Tot Page 1/1 30 DAYS QT � bitc Z (,g C YM airGcrt. S i'11L, t °3a z s . 9 2 b• ch.L • "C' L -- , r,i.,64.... ' 2:C\) w1 t►x ∎ IA& VIA CD . 0. C 4gAc. ovL - 1/4A.QW %.,.) Cr 2. ooh z. . C 0 rk PaA"; S t �aa., Lo Ftz �l t ads o •.! (.-V) w� O s 4+ -gat r rInsil OUR NEW AREA CODE IS 253 . EFFECTIVE: 4/27/97 W%■•••ZOo tt ,ciQ s � o Pao CAl•t G, t .J fit. 1.1 Z.11u..1 lSrDD wtip 5 o*.1 .S 3 -ro o tt_bL a' — (4,C. � �.sKCa-rt� �G,,LT'CQ Vt tx.-0 v'Lc.O I�c� _ ZZ�.a , 4 0( Sitgo I16 Awl. A v L. GetmAs - A► a c 6 6 . 5 % e t Z O 1,S (11 "2.._ 3 l(J 2c, c P`r. •goa Gl 5 • 47zriee.cy`MGMt( 411:07 R. HORN ASSOCIATE S 25954 130TH PLACE E. P.O.BOX 5102 RECEIVED NT, WA 980644102 (206) 6314353 City OF 1•U LA 111N 1 2 1998 1 i IW1r CENTER 1 1 t batc values In pounds ICI Kitiw utu.h (pu) — LU.c with Adlusnncui hauun (sec 1 ohm • i <u k ,e Tension Comprestlon M.Nhrs of Specie: M. Stria Paralki Horis:onral Perpendiestar Pant ` Soddy s ' Group Guide in Acndinj to Grain Shear to Grain to GrsrN (m!!liemPO F F . Fe l F e E 1)oi 1aa Fir W. Sir. 1450 1000 95 625 1700 1.9 • -Ludt No.2 1000 7755 575 • ' 95 625 1 i 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 13 Scud 675 450 95 625 825 1.4 6 75 405 13300 1.6 .... .... 500 75 405 1250 1.3 Nr mummy hum 3U0 • 75 405 725 1.2 odors. ten N8 575 75 405 1500 1.3 I nes. IS pup 325 75 405 1300 1.2 150 75 405. 850 1.1 400 .75 405 0O 1.2 Mcm - Fir Note: Vahret for*ilk irk 4 ' °nly to 2 " by 4' hanks. Se. o. 1 Su. 950 No.3 5 500 Construction 975 Siandud 550 Said 675 • �w.w .w trlat Typ1ca11S3 1Af1611otion Typical SS1 Installation • SS M ow.neiw+ Reinforce plots. studs, and sitars notched doing cardeutdott. SS stud shoos ate not a total iuplaosmantof mimed ositodbL MAMMAL: 11 pugs MISS: Oottoretad INSTAU.A110N: Us* tt1 opoinsel isotonera. Sea General Notes. CODE: BOCA,1C80. MCI No NER 432. 1. fiwN er dsw i icsiaMd orielhotteNa Mb mile NOM tor *NW *min 0) N4 CAO c`3, cr V.Seb { 'o INC.2c e 4(0..l k1(, t^0,4 Is ttntiI1 No. W { /alma Weer 11ee1 hoof rN► 1161 19e 1210041% .4 1617 Roo 300 SR 3 12.10d 2433 1 1 t batc values In pounds ICI Kitiw utu.h (pu) — LU.c with Adlusnncui hauun (sec 1 ohm • i <u k ,e Tension Comprestlon M.Nhrs of Specie: M. Stria Paralki Horis:onral Perpendiestar Pant ` Soddy s ' Group Guide in Acndinj to Grain Shear to Grain to GrsrN (m!!liemPO F F . Fe l F e E 1)oi 1aa Fir W. Sir. 1450 1000 95 625 1700 1.9 • -Ludt No.2 1000 7755 575 • ' 95 625 1 i 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 13 Scud 675 450 95 625 825 1.4 6 75 405 13300 1.6 .... .... 500 75 405 1250 1.3 Nr mummy hum 3U0 • 75 405 725 1.2 odors. ten N8 575 75 405 1500 1.3 I nes. IS pup 325 75 405 1300 1.2 150 75 405. 850 1.1 400 .75 405 0O 1.2 Mcm - Fir Note: Vahret for*ilk irk 4 ' °nly to 2 " by 4' hanks. Se. o. 1 Su. 950 No.3 5 500 Construction 975 Siandud 550 Said 675 • �w.w .w trlat Typ1ca11S3 1Af1611otion Typical SS1 Installation • SS M ow.neiw+ Reinforce plots. studs, and sitars notched doing cardeutdott. SS stud shoos ate not a total iuplaosmantof mimed ositodbL MAMMAL: 11 pugs MISS: Oottoretad INSTAU.A110N: Us* tt1 opoinsel isotonera. Sea General Notes. CODE: BOCA,1C80. MCI No NER 432. 1. fiwN er dsw i icsiaMd orielhotteNa Mb mile NOM tor *NW *min 0) N4 CAO c`3, cr V.Seb { 'o INC.2c e 4(0..l k1(, t^0,4 L' -4 ---■/""• 1 k 1 1 FLAW Re..•11:( ?Ns ve-t4e-reabt. R 1 IN 0e-5412.1 rn 0 N. 15 2LQJ 4 50_ pAs Aga 51M 6A.F. (No 3- POINT Beo.ta.11.1..4 6' Uppag. ri.0012.. ex?: 12 goo F. .r n. nieLkigg ON.M11■41.41.11111•■ e.N eeiLeaLrr--sLig a_a) 4 u. 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" ` 2 N a.x.� 2 00 l b s.: =..�34 QOpL-F M►., = �20o ft: I6s "--} tJ 4x 12 DF �Il- �E�°►M ��O W___F�M .�L+'1.�Jr '��L�l V_��' A LI_ (P'L LJi.I::venet. ._ J -Om VS6. = 2 2 16, A = 3.42.21 i W e 917 Pt.F Mma = stt&e al S = �.�t ins �us�._fix ofZ W t 5EA M e3EJo©kL_�?J.ty.l /Ltvu4e ii 64-t- 1.�V' .. 1 x V nea J 550 PLF M�+ax 1191y i �b S= 1(0.4 6 R A El..Le.._..D.P.-_60......ES N.1. .42.61..m.N.Ig..1" . (Ale...1-__alle_P-vAl 10 Ki s ) IP= t 589* VP : wake (2.."--D).,.3.55) . w = 475 PLF I ._ p6 /.l� - � - , • 3,2...41/0 IILII"ob .w... 4 _ _\ /. .x _s_..L.-- P._. = l z kJ � V 13 I47Q 5 I6 Pal:// c I I'o8 ., W,eZe 1O0)4 ,....__,j US 4 rni.r' =NTEn �- xI DD� • • MKNax. ' 3O9 I1?.s c � L 92 4 111)27 — ._ - 4 use 4,c pr' . in aI INAU PACIFIC NORTAWEET TITLE COMPANY OF WASHIRGTOw, l20 Third Avenue, 6uite 3600 Seattle, Waebingtr t 95101 (208)612 TO Re /Mau 19901 Renton, Washington Se S5 Attn: Tim Burkhardt CC Pacific Northwest Tit e 116 waehington Awe. DT Kent, Washitlgten 9003 Attn: $een /13040920 Dreamcraft 419 E. Meeker 8t. Kent, Washington 99072 attn.! Hike The following matters Affect t.G• property covered by this order The legal demeripl.iort tra been amended to read ae follows: Lots 1 through ii, inclusive and Lots 25 and 26, City of Tukwila aoundeLy Line Adjustment hio. L66 -0077, recorded under Recording »wtbsra 9501050589 and 9s01120917, being a portion. of Lots 35 through 39, in lueive, and Lots 49 through 60 inclusive, Block S, an Lots 13 s. d 14, Block e, Plat of C.D. I;<iiiteanfs Meadow Gardens Addition P.O they City of Seattle, Division No. 1, scedrdiag to the plat thereof re rated in volume 12 of puma, pages 64, in King County, Waehingto ; Except as to the matters reported hereiaeberve, she title to the property °overed by th.. order has NoT bean reexamined. Dated as of may 19, 1998 at b111/4 .LMNI SIJPPLANARTAL TITLE REPORT INC. Veer Ref. Me., DreemeeCRe ashler: Rlinker Corporation Wortgagor /Purebase : Dreamoraft our Order No.: 240 700 Supplemental NO.: a. 0:00 a.m. PACmc MOATHWE3T TITLE COMDAsw By: Nike !Markey Title Officer 11'VOC:8 I g6 -6t- 31LIy IN 3143Vd: /►8 INas Orie JUN 2 1998 M4:fit(' PeRMIr cENTER � July 15, 1998 Ms. Vickie Martin Dreamcraft Homes 215 East Meeker Kent, Washington 98032 Dear Vickie: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D98 -0206 Dreamcraft Homes 12067 46 Av S 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. Since el yl¢Pcc�A 4 6 , -6 °K-) Kelcie J. Peterson Permit Coordinator Enclosures File: D98 -0206 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4.313670 • Fax (206) 4313665 C City of Tukwila TO: FROM: DATE: SUBJECT: JJS /tkf Department of Public Works Permit Center Public Works Engineering July 14, 1998 Dreamcraft Homes - SFR 12069 - 46 Ave S Permit Number: D98 -0206 Contact Person: Vickie Martin Phone: (253) 859 -9697 Allentown Water Connection Fee Allentown Sewer Connection Fee Access Land Altering Sanitary Side Sewer 3/4" Perm. Water Meter Storm Drainage CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Dept. (with copy of application) NOTIFICATION OF UTILITY PERMIT ACTION 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 14,1998: PERMIT FEE 3,968.00 7,278.00 25.00 15.00 20.00 260.00 25.00 TOTAL: $11,591.00 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 City of Tukwila Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS DATE: June 17, 1998 FILE: D98-0206 NAME: Dreamcraft Homes Please contact Michael Jenkins at (206) 431-3685 if you have any questions about the requested revisions. John W. Rants, Mayor 1. The site plan does not match the elevations. Please revise the site plan accordingly or revise the plan for the home to match the site plan. 2. The elevations and site plan show a 2 car garage while the main floor plan shows a 3 car garage. Please revise your plans to correctly show the size garage you are requesting. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fa v (206) 431-3665 DEPARTMENTS: uguilding Division fie, ( u,-Olg P blic Works TUES /THURS ROUTING: \PR•ROUTE.DOC 6/98 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D98 -0206 DATE: 7 -22 -98 PROJECT NAME: Original Plan Submittal XX Response to Correction Letter # 4 1 DREANCRAFT HODS Response to Incomplete Letter Revision After Permit Is Issued N� Fire Prevention { e, v--1 Structural Please Route APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions ❑ CORRECTION DETERMINATION: Approved ❑ Approved with Conditions ❑ Routed by Staff — (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: REVIEWERS INITIALS: iviT Plannin Division Permi Coordinator No further Review Required Not Applicable DUE DATE: 7 - 23 - 98 DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ❑ Incomplete ❑ Comments: DATE: DUE DATE: 8 -20 -98 Not Approved (attach comments) ❑ DATE: DUE DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: Complete ❑ TUES /THURS ROUTING: \PR•ROUTE.DOC 6190 r PLAN EVI IM ACTIVITY NUMBER: D98 -0206 PROJECT NAME: DREAMCRAFT HOMES XX Original Plan Submittal Response to Correction Letter # DATE: 6 -12 -98 Response to Incomplete Letter Revision After Permit Is Issued DEPARTMENTS: R-co JO uil i Division F 're P even on n (J� ni1 Jaivision tiot te'�lo GSA cl (th IJ ` (� el C 1.1 S laY Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) Incomplete DUE DATE: 6 -16 -98 Not Applicable Comments: Please Route ❑ 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: 7 -14 -98 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ eo(€ofi L4er 1( - 7-( -- 616, 141p REVIEWERS INITIALS: DATE. CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: 91/O rd DATE: 1? 2 lCl PROJECT NAME: PROJECT ADDRESS: CONTACT PERSON: C CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL 12-n02 LKo frJ S J ff p� I I (,I,t.(P . VCt,r1 11 PHONE: ("J CI (0 q i • REVISION SUMMARY: � \ e VI�(� �t FE p t - - to rncd P 1:Pt )R - fAn� • DTI a��S • F-e_d 1 l he -k I C � ( (L +'\S � '�..\ (\A.( 'nCl ()o .rC1.01 SHEET NUMBER(S), "Cloud" or highlight all areas of revisions and date revisions. PLAN CHECK/PERMIT NUMBER: D (Dd ( w 3/19/96 Md /Q3Q dlIMNni WdPS:90 86. St inr City of Tukwila Fire Department Fire Department Review Control #D98 -0206 (511) Dear Sir: June 19, 1998 Re: Dreamcraft Homes - 12069 46th Avenue South John W. Rants, Mayor Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. The minimum fire flow and flow duration requirements for one- and two - family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) 2. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 3. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 57.5-4404 • Fax (206) 5754439 Page number cc: TFD.file ncd City of Tukwila Fire Department Thomas P. Keefe, Fine Chief .Yours truly, The Tukwila Fire Prevention Bureau John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98/88 • Phone: (206) 575.4404 Fay (206) 57.4439 Re ential Sewer Use Certifi !.on � tit -rx, . � 8—t'.7ZCXo (To be completed for all new sewer connections, reconnections, or change of use of existing conne tons. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The King County Council has established the amount of the charge at seven dollars ($7.00) per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Water Pollution Control Division at 684 -1740. (Please print or type) KING COUNTY Owner's Name L _Cct_ 4 fZ ' "YY1es (Last, Firs Middle Initial) Property Tax I.D. Number . 3-U1-LO - 131 - Property Legal Address: Subdivision Name 13L LG Ic —call Subdiv. # Lot # 'l Block # Building Name (if applicable) Property Street Address \ a • ) x +ct. S City, State, Zip 1 ,t 'l a> LCA— Owner's Mailing Address is (If different from above) I,'� E L.L) A q Owner's Phone Number (1353 ) C( (GC( Property Contact Phone Number ( 33 ) q7 Party to be Billed (if different from owner) Party's Mailing Address (if different from above) City or Sewer District Ti.It r't.:(f:4 Date of Connection: Side Sewer Permit # Please check appropriate box: L Single- family ❑ Duplex (0.8 RCE per unit) 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units Li Mobile home space (1.0 RCE per space) No. of Spaces t0571nev 2/961 1.0 1.6 2.4 3.2 x 0.64 = x1.0= P White - King County Yellow - Local Sewer Agency Pink - Sewer Customer Account # Monthly Rate Six Month Due Residential Customer Equivalent (RCE) RECEIVED CITY OF TUKWILA .i'.I ;,; ' 1993 PERMIT CENTER For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative _ N1 CALL. �\ _ Date Print Name of Owner /Representative ..__.__ YIS ct . REGISTERED AS PROVIDED BY LAW 'AS CONST CONT GENERAL REGIST. # . , EXP. DATE, CC01' • MJFHOI*092DA 10/01/1998 EFFECTIVE ..DATE 03/01/1991 M J. F ;HOLDINGS INC . 215' E MEEKER • KENT WA 98032 4 fey .' Signature 1 • Issued by DEPARTMENT OF LABOR AND INDUSTRIES CIT OF r u Kw ILA ; JUN 1 2 1998• PERMIT CEN1ER 'ZDutJD 10 SLD VC AuJA" fA-IO t IWO _2 10. s, lot 5 LL 4 -1- 51C P4 a.ole 6 t4 4' I ' • d -xto II21-101t �" - ice ° I- LI■. P• Mier bt 01� Sj' Y 4c 3 9 L_ MAX STEP @� De�Q- 1 4340 N = • MIN.�oa� 1.we.140wIc SµcuL cse. Lt9 trDTik dF `Dioo'R.. tnp E.ht t Net, A 1D 3H At1- s%TEN p 34' c or •F /A4 -r #re6 HcLD 4113c- ic,41tO 1 050 PICT. 4xtuHF2 "4.i -..,. .�.,L18iIf4M.1 la:•rw'�.I. '.s'Mew.!a...e•.a•AYh�"1"0• w.Pr,P �14.11pppr+P• rre:r . -m .J• -w:a .Yw+rWN'�!1v.: r ' •�."1 .d +4`ry .,e•4>. 0.. rza •.ariv ^.•Par. ,�'n+uY :r..w� ^V9Vll4Arr ,�w..,&i.P.POiRIt��IM. fl..+..P ' a ir ........... r0e►+.« r•. th.+...Ye�r�t,;.�...�ri.�lr�g7' rr.vnvar,. -mow Y' w REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISION. NOTE: REVISIONS WILL REQUIRE A NEW PLAN SUBMITTAL AND MAY INCLUDE ADDITIONAL PLAN REVIEW FEES. V4 "a. II-0 Ror-i Put 5 . i4 41204 p' .$. s e-a S ' I . SEPARATE PERMIT RE9UIRED FOR: MECHANICAL I2' ^/ ECTRICAL L( PLUMBING Er PIPING CITY OF TUKWILA BUILDING DIVISION $1047 y Vb'i. ' -d • CITY OF TUKWILA JUL 2 8 1998 AS NOTED .wr BUILDING MI5 2' S' IIJgN &. w/ LT t t FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorial the violation of any adopted code or Gramm R oSIPt of controotora copy of PION 11111111111gated. B VIAi C lktC Permit No. Dqs b" 1,4 'V 1E6 11 ( 0-posL tLE L r 4004 F' !� 'SIP 4' its Tla-►t-i ha. 1 D.itit I+;IO Ke2 14410 RECEIVED CITY OF TUKWILA JUN 1 2 1998 PERMIT CENTER DqB- 0206 o m4 SHEET NO. IA SH ;TS JOS NO. ummirmsnsai ism II own. rim 1 I >K I ■■ i ■ u ■ ■� a ik ■ ■■■■■m._. II:UM 012211111015111 tilc enE mar yi 116-1 IVIN& gOOM 4. 3'- 4 /z" 1 PICT. ■47 PAKCRY(b 5i " L1NE OF F OA RA E - ,gip` = . zt 5 /8" TYPE. 'xi tot-IDP COMMON WALLS CONT. TO UrIpER -SIDE OF ROOF SHEATHING L Layoz5 I� = FRAM' C-1 VAg OV UP " OCR Cr‘ r----- - - - -- 1 -- - - -- - - - b 7 ° o•H.0. SEE PET. S HT. 01 (OPTIONAL 3' /e$ xtU� /s g "6 DI t0G20 N 713.2e e4c LdN6 4x12 DF2 48 "X 1 24 "17F-•P RECESS MANT MASTER RzEF SPADE FLOOR JOISTS HF 2 'STUDS 4POSTS ' HF •'BEAMS HEADERS NF 2. CIF RAFTERS - HF 2 1 LAZY �5U5AN 24' J/Z.4 3l0" 12:1,24" KITCHEN GA ELE VA11 H5 /4 - 4x Ig. pr2 40 5 SEE SHEET 5 yrl FOR ALTERNATE IKITGH CABINET ELEVATIONS. lJ l gr.12 PF2 eo& 51. C.L. aR 't2W eee•■L - 1 111011.11 x� ■■■■Nx7 11 ■0 1111111111111111 ■ L1a■■ ■ ■ ■■ . ■mEmin■■o ■■■.. U MII■■■P 'mum • 211111111111111114111 i 111111111111111, - .1■■■■■�■ - !T r■■■`I.I..I.R,II�iill1a■■■■i11 j re •ierill M1■ ■ ■ ■111I ■1,■ ■111 tI ■ ■10 ■ ■ ■■11 ■rl�0■11 ■ ,� ■■■■ 4 ,�c.�a■ 1111111111111111 1111111111 wows Jf I ammo ■■ it t . ALTERNATE KITCHEN PLAN I/4 ".011 v„ L. U M DER. DESIGN' : U E.5* .: . F„ '15• I 'Fb = 1175. Fc +405 Fv = 15 j ' Pb t 85O Fv =- g'5 Fb ° 87 5 Fv 75) Fba * DESI &N VALUES DER IVED FROM U•B.C, , TABLES 23- I -A- 1 4 23 - I -X- 9. AND ARE. vIVEN IN POSJNOS PER SQUARE. INCH MIGRoL -art Fv= 285 F17=2800,E. , 2,00 4 ' l�VU -L.Am Fvo1/05Fb=2400,E ='.6x cox OF I F'F 85, Fb =1350 E= I•G.xIOV I.1OT SEE. SHEET No.b.oF7 FOR SHEARwALL +¢ HOLPoL.IIJ SCHEDULES pc 8 -o 0 -4 SPADE 8 ° - IC , " SEE DETAIL ON SHEET No. (2) 4 5° SH '/C21°, QTR... RN() TRN4. OVER 4x 4 HPR-I2. MULLION 4 x& HFI. O V E,P. (2)4 1 °5H W /CI) 2 RAP. D veg. - ELE.V.. F' 91-4" I 15' -O" 2O' -0" 5 -0" 5 ©'p" va,Rl� LINE OF FLOOR A130VE 4%12 RF2 9'x IZ pF2 4x12 DF2 4 °b'x.o Sa 5 °to 5 5L•GI - .DR. 5 °4 °x VIIJY LINE WITH AL KIT�NEN CABIN PL AN 50 -0" MAIN F LOOR PLA 1 / FA M 1 LY fzOO 4' - 7-4A 5a I 3 POWDEtz. MAIN 2 4%3 OPTIONL. TV NICHE C° Fig EPLAGE O cO CITY OF KWI1A APPR O JUL 2.8 1998 AS NorE[ ISUILDTNG DIVTSION RECEIVED CITY OF TU KINI JUN 1 2 199 PERMIT CENTEF Ala-EA , MAIN FL F• 584 S, F UPPEF -- FL. . 830 5. GaRa� t 440 s. F s- CA.?. GARAGE = 4 40 5. F DRAWN T DAE 5 -23. 9,4 SHEE71 NO. 2 (OF 1 SHEETS JOB NO. Fi 144& Lift:400w t it.'s 6 Okft4.10.11 IL *.k • Pr. . L4 1 UA il C4.1411.r • b 7, / .0.2,9 22....7 0 94.›sai, -... ".„. --,...." eN.,- 5 $ 4. 44-11.614 3D 2,9 1. .0 33 c ). IP k NO' Pik , .. 1 -6(!.=.4 4 4?) I, 16'3 , 06/, 1$0.31 4 et moot tilA SG . 5 1 i5442.0 Recta. II . .,1 103 2- '°'H 4 coo C. ..6L.A0 10 e" \ .... "-• ... 514yLrrihs 144. ei , e, • 4.6 16 q. oc ztilm.. 41 ?Po pz UA MAN.) '371 ,c) Fan Tasted lAinitaum Maximum lAkernum CM 60.25 Hex Longa Snood% W .-. ,..., ter Feet t..-t,.... 111111.3111111111=1 111111111•11111111:1=11 1111111M11111111111M111111111111113111MMIMNNEMNIININ 11111V1111111111=1111 111=11111111M111111111111•11 11111111111111111111EMAINIMEM ormuumwrimorms IIIIIICIIIIIIIIIMTIIIIIIIIIMKLIIII1M11=Krn iuliiiirammMlrIMIIIMIIIIIIIIIIIMIIIrlMIIIIIIIIrMIMMFIIIIII 111111117,11111111111=111111111111E13111 1111111V311. scrnimorrri glamor NIIIEM111111111=1.1111111111111111111170 II 12s 7 Inch 70 7 inch Mealmum Maximum lasph Elbows Fool MIMI Mule 1.4saimum 3 flinteeth Duct Rex** Own #4 -.. ,IIII'71=111EFENI No limit Humber of kelnimurn 141nlesurn Mule 1.4saimum Sodecione flinteeth Duct Rex** Own Length. Numbed of Dfoi Dierreler 114 Elbows 3 2 oe W. 41,4 176,. 46 20• a 7 . 2' S 20 3 4 et moot • 11 20 3 1•..re. Efleit.ter COO cgArrog. II s 6.4.4./olki. Ato ,4L s WO *ET: ow. fmwt. t..st CaH foti WI 443, Fr. . U - UA 0 egji,..s (ftoi whq..44,) bo .....A. 0 . ° St • 6 9 .' 5 3 0 vauLTEDeowlawror,4,0 2,2 1651 ° 114 wi a Optd.5 (ibl #f P.* APiA) 2.7 o. 4.5 176,. 46 Ftxr4 6.... wmont.9,40.44 1097_ 0.04.i 4k :? 1 tx111-W-- =0 41 o. 4D Ito , 4 44 LAD VgvIt - k- • IT E\- b1iO4 Er la* (140 3,1,44 atDT fPotoro•A. .60:41416 391.4(. 177) ° IS 4/ 0, ... , 0.. a.. Vwftsilon and indoor ok Chesty Code Intetwriltmehr Continuator op. teal $econd Erman TA111.11 3.1 141Mmton Sarno Soda VensiatIon Capeeity Requirements .111=111=fforritml 111111E3=11111111111111113=1111 TABLE 3-2 Whale House Veadledort Hew ' Bedrooms 2 or NM 3 4 Get,* 1.1aelmum 75 120 150 so 100 1110 1. This table shed not be mad for dwelling units containing more loon bedrooms TAKE 3-2 Presabstire Sallemat Sum Shins 1. For ambit •dditions* elbow subset 0 feel horn length. 3. Flea dome of this d4111TOW are not softened with faro of the she TAILS 3.11 Preserlpdvo Ineepteed Forted AM Sof*/ Dust SUMO 1. For length. ever 20 feet itterome duct diameter 1 Inch. 3. For sibows numboring mom than 3 Mum. (Met *wow 1 Inch. 1).9 o2u9 2 4- NOTE 14 SEE SHEET 1..10.(oAOF F OR. SHEARWA.LL SCHEDULE 45e7 HFZ 1° 1° xo lo" I/4". 1 50 id UrrEiz FLOOfz PLAN -1-'-‘7" 4° y55 4 BYPASS 136 cprzciovl S.D. 5E 2R&2M toPrl 10' to Yt v e,i-fOLP 405}1F2. 41(8 HF2 2 RADIUS PICTURE. lx(oHF2. MASTE iz- e)Epizoom PHONE JUL 2 8 1998 AS NOTED IesuLDNG DIMION ' REP.LIVED CITY OF TUKWILA JU N 1 2 199B PERMIT CENTER 0 CC Z LU Z CA CI) *a P -- 0 It dr < 3" ; tt' fr te,Y, JOB NO. PL. AN NO. 1S14 INtiLB14002 NOTE SEE SHEET WO.(o,40F 7 FOR SHEAR WPLL SCHEDULE OPTION, UPPED FLOOI - fl. a°±1 t / 4" = I' -O" 14- I- ° e'rPAss 5 I -(o i 11" EE P .00M "x 10 DPI 10'- I0' /z" 2 ° PA2ILIS PIG?Ug -E 4x(O HF2 4 '_ l PHONE CAe1 6 &'- CD ' /2" BE O M 4° 6YPAs 0 n CITY OF TUKWILA APPROVED JUL 2 8 1998 AS NOTED BUILDING DIVISION • RECEIVED CITY OF TUKWILA Jut 1 2 V:1913 JOB NO. pcig- oxoG• d -- (P M I 2 =8'' Ii) 1 I 1-1 I 1 L 1-1O 15'-o" 2'X48 "xIo' CONIC. Fie,. gx8DF2 -1 BC4 w /(12) 16, d i - y 4'• 2" ; 4' - 2 " ' yt A BU4 14 /(1) 1 /2."9 BO LTS to Po r f /e' ,5^. aoLT C to "SUNKEN FLOOR. SEE SHEET NOfo„OF 7 Fog. HOEDOWN SCHEDULE ■ -1 1 i Li 4:11-- r i rt !- L_4 L 2x8 HF2 FLOOR JOISTS 'ICo'o.a. trfPICAL) - f I � 3lv' -p" 5O -o N° T E ; START LAYOUr PI - Ib "x 18 "x8" CExG f•5 NOTED) 'PTPOSTS -9x4 HF2 (4xlo C" 5E.AM SPLIGE5) BEAMS- 4x IZ PF2 E.XGEPT WHERE NOTED FOUNDATIO N VENTS - I(o "yC."(IO P -EQ TUK.■ JO15 - 5 4 C 'NT'L v -O" Fog- F/ P P' 5T To sue,FL -Iz I -1- --t I o0 4IQSr�1I 1 /4' % t 0. I' -n 4 "J FRAME OVER i UNKEN FL. @STAIRS C; 12" I- i I I I I- —1 Ilo" FURNA6E. 5O' -o" L.1 5' r i 9 "GONG • S La SLOPE 3" TO DOORS FOR- t'P INP&E. fOUNDAT ION PLAN " I' -a" r / STHDIO I2' L I � I t I LINE OF C. " - � F 17 , FOR- 2-CAR GAR CONT, rooTiN 1'1 - o" — —a 2 M z 8'•2" 0 -4 " —,/ • CITY OF TUKWILA „ APPROVED JUL 2 8 1998 CIT °IIA AS NOTED JUN 1 2 1998 BUILDING DIVI3IONV PERMIT CENTER 000MICT0e 141eg I. Join r d0 or Odor. marl • 7 2. &dsb. r jar. ;wail sad w 244 3. 1 (23 area 132 a o) a.Ofloor r ler; sub jar. 4a all 24d 4. Wider der I' it 6° (23 airs 132 ar) wEOoor r each Jar, tea ail 7461 S. I' 01 moo) waft. to job' or &dr, bird w 4a r.6 2.164 w � Ow or roar& typical face ail 160 r 16 a • (406 m) as. to joist es blocking. at bawd oral pmts 3 464 per 1r (406 rod 7. Top Ow to ro6.w Gall 3.164 IL Sad aloisplat 4- o4 soar* r2464.wsal 9. Doota rads. ha I6d r 24 as) Dc. 'a Dark for Cara. { ip{aa 164 r t6. 1606 w4-1164 11. okdcry brwar join► or soars to mp plat, Drag 34d IL Radar to oorpbs.aoa4 114 r6'1131 oar) es. 13. Top puts. boo w Irmo atIc.a. tat moll . 2464 14. Cor4w boar bat *or 164 I6' N06 ow) ad. ahoy rd oho IL Card Jobs to p8r. raid 7-W 16. Catboat beady a rod. tarp 4-6d 17. Csiila6 Solos, to s O•r prarlor, ha an 3- 164 IL CHU•' later r polkl rhea. Ira moil 3-16d It RAH* Ow. orm6 7-Id ' 10. i'(23 as)bra a car aid w Ow. ha. ail 24d 21. i' 64'(13 or 1203 sal abtr iala Ws r each burry. Los all 2-64 22. Wider Oro 1 123 or cxD m m ark barbs. lw MU 344 23. 0.Sl.p raw rods 164 r Le (610 rrl ac. 24: 0oir -op Odor or boar 204 r 32 (113 ma) oz. r 'wood Dana ad smart 2.3lld rrdk w wd ylie4 23. 2' (31 eta) ph.ks 1.160 r tad Darby 24 Wood savant pasts w prdekbeste Su6lioot. rod and wall dinars (m Lr86k (I lad. 244 awl o� w lar 64 lJd ) 4 • ore r 643 • I' BO I r5 lOd'r Id Qorbiorloo arAoomookraprr (m trigs (1 rid. 23.4 rr) 1 / 1 •r sal � Ih"-tl4' . l0a't(Idt 27. Part sift (r (rsriopk 4s (13 rod or ha 64 1 4 . 116 red 10 IL lie (13 Noll No 16 45 ,-ass Na I I ry Na16P 20. Naw)r nary 44 44r >1e 64ll TABLE 231-41-- 14AI41NG SCHEDULE aCarsoa or ba['Ra rq ho end asap whoa athorwss rant 44As moral aid ladies (132 rod strew r tdrk 12 irks 012 re) r WassNw ardor arra 6 WWI (1 63 rodr+R errspurrNNoir l20ryrmrerot I .6.oedwrrrdpoolwd prdrarY epr r(r rSatyr2314.2.NaW for rid t4a dyrrearn~ boo et arr. torsos or atorrod rat torroor IOonaurntsar WWI et rdy rib rrtrrya rho arolwrrr of Sara 2)23.I. toforord r �? i ._ an �44rpw3lora(76re3on rear rarise eeser 6sda ae amop r= atr 1 arw.4 dirwrygwea rod 6 eo w l+ra►s6mekesi�ariaaadraw (IlWch ad iNSrlsaWa /r hr+wfiwe) a tsa)ra2 us.1, cMMlM•Md 4rgN ►J CM()Iwaowwl tiedsrslt�` � sra6rd1 /y1adW4ea3ssy� for tvdr4( 26rre) �rrhoa6ae (rwdy ▪ rp ri6 rte0 rayrrZ lydas her ▪ altaoadl(1airOa h ad menu 34 bchr(610 or). Ceske r Arrla r d. rod 6 era (132 am) ow rod edges. 13 luchr 6303 woo M h urrrdw ryvrr• Dq -o2c6 2.. ID DBL. 2 10'S I3EI.0kJ IJINDOI.J SIDES H DI STS r • RR RR V U. tJOT FL T'( Can kidOUS tt tIA - 10i5T'Ce C> c I U . C clAt-t -ev 9 �cxc7i5, Lit=s l,M LA91 -4 t( t V2` LADE E m- l t I: -D67C ED t;� (CP) ((c-4 Kik 1L5 ICA $TR LAYOUT SEE SHEET NOt •oF1 FoR FLooR TIE. SCHEDULE 44' GANTILEVEi- -FRPME t ''I /P15L.. zx wise v. . LU FIOO- FI-AMI•' PLAN 1 4 1 i t_ N 2. i" CANTILEVEfz- `C.C51) ccC-p1 ""reLotij II - Ewk - x2 5o t t Qtr SOLID SLOG KING S EA (LI I.I & 24 - INN D tf3�tA�3RS•�� terra• 3v" L r !. T Sus"N 39" 1 2I" SINK CITY OF TUKWILA APPROVED JUL 2 8 1998 AS NOTED BUILDING DIVISION 24 3o" I12' 17cs" Ro LI Z7 SUSAN j , 2, 0 13041 AL,1Ef�NATE KIr?HEN C 1 1_ 0 . ti t2'��F - l(�CI U V-F-01.31v-e4 tlL�¢ to 19(.e-?7I oL C) ticr SCk cwt e tp - QLTTs2.t1Tz V Ati L RECEIVED CITY OF TUKWILA JUN 1 2 1998 PERMIT CENTER PLAN N.. INt�W04D TLS C °tiEtl • aoLD ORt1� --' -- ■ ' AK BTRAT aa.ILIN�1' ��� 7(nI /.'t4 ' MUMS; STUD _ .. ANCaoalCO= • aOLDOWN ' aNCNOR BOLTS 4t� x �{{ :t _ -__ 5 - n4D I4 . 2 -- G 10 w /oi)/4d • T • _ LSTA" cb) 04, - 4ease ''. OLV- tNtr'PLRa • ,tots #0 b 6w. TtiP 11, • . eeAT'i• MoIDOWi A "Pd.= R$ Gigl-i i 2 -U tJ®TE. I JSrALL 4 t5r.,►ct ftLaSSE•5 P� ' t- b F. '6r6(25- - 1,10 Flap f o t ri i•r VuL 1�U55 i ftf ro t ArrPO'tt0 elpor. rL/4-15 @ Std ,4f 1. vEf -ITIf TIo►� UPPER rceop AREA = 8304a, @ I/ 30o 2 . 7 7 ' 1 M 10. - ' I t : 22 o 151.-1<5. 61 •o . 144 Ast. FT. 2 GA6LEVENTSC'1.125. 2.25 sq.FT ToTPLa3.Co9 i• Wobt4.1=11 iSCOIWC { CalP141 no iinX174: scpLE .. STUD TRAHIHO NARK • BSEA INO IDLILIScrp23. I 9N1 ee)` eaero 3 �Ib + os HJ . . � /Iv OS3 taste' 5404" r; �AILINO 7 � .TOE NAIL BILL PLATE OATS OAT. - WHORE ORE teaae (s) H.da}" want SZtaX2IEER8 d 441CT: STRUCTORAL JOS '•DTI CHK Di tt2t 2I2TN - 8 : W . LYHHWOOD -n:. _.._ _.. DcilHIlorp SHEET OP DATE: Y • It-'ib.1. vi/ (o" $ A EXTEND 2)(4 .2x 4 TAILS TO WALL. - PROViDE FURR'v FOR R 30 INSUL, 2 ; .aI o.N. (40 ( t p-) joI$1`s ?'11'n•4.• ROO F-'.= -' - JACK I � 'M 104" pL,l ELLv. A I2 t-1. w/ 6� FP , e4 12 o - H. w /U" FASCIA r-,— TYPICAL G (.7A 5L ES 2xv e 24 "0.4.. P. N. ALL ROOF SLOPES ARE 6 PITCH EXCEPT WHERE NOTED CITY OF TUKWILA APPROVED JUL 2 8 1998 AS NOTED BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 1 2 1998 PERMIT CENTER c E O z W 8 z 9. U JOB NO. PLAN NO. D :141 Ia (I1v,/OOn P O _ ''FL , -- - i 2x + F FOR R -e; INSLILP. • RIN. ON tAa11n. i i 1 ►J®T�S: Z 3 cfJ cn - MAX• RISE 8 ", 1-11h- IzUN 9 ", MIN. HEADP -OOM " - 2 -2x tO 9 2 -5 WITH 2 x 4 STF=oN v BAG lc. - FIREf3LOC STAIRS ON (-E IN MI2DLE OF ?. uN BETLJEEN 5 to -LONG RUN (3ETW -EN STUDS. - USEAEA -E SPACE UNDER S1PIR5 TO BE 1- HOU1 FIRE CONS1, 5/8" TYPE.' X' 6.Wf3 TAAPE -P 4 FIN15H ED, TYPICA -L STA-I1 SE ION y2''= I' -G7" .. CONTINUOUS . f=ET U RN ENDS f'11H. 1'/z CLEAR- �1oTr;: arAIL MA`( 1St. USED w /PA1�EL (1. �Ipva ovtF PL-6 to »'r F►rl 4 HUD SILL - wingt. 7r tualc C''. rL`. foihs Go13T111Uou5 T° corIif a I-14ADER. W /?r fl./Nit A`, A Tw EATt N6' MIN. 7,4 /o E x f. 1 , 8d 1164L' € ;o.c. EA. WA •13. ALL ftAILS,tIRP.4 4' oF- 2- 2x spiv, (tWplL 6144. 1. LA. 5140) 1 AT i°� 6 Acs PP+IEL DE TAIL A �AILIf1k G 4 D' g - o2.oco. 2x 12 RAFTEF -5 0 2 . c. . f.-30 INSULATION w /VAPOR E F=RIEF= 4 1' liZSP, c !✓ INSULATION BAFFLE TO MAINTAIN I" MIN. p.I EXTEND TRUSS TA- 1 LS TO 2 x 12 1 .P-5 VENT EL K 5/6"61w B SOLID 16 1 Pry .rte > CT - i' k: i I_.1,- - r - b Cox1O DF I 2x MUDSILL W1111 I /2" x IO" ANGHO - DOLTS @4' "o.c.tr141THIN 12 FR01M END PLATES uNLEss NOTED O?HE.RWISE C 1/4" I' -O" MANUFACMg 2 STPMPED Roo TIzuSSE5 21 I/4" =1 SDI_ID BLOC D V E IZ I5 E.fr• N & eit r. ) (1.11.1t1111 MIN. S/4 "CLEATS POST / DEAM bU PIN (2 SEGTIDN 3-5 12 r - rC&S. TO REST ON UNDISTURDED MIN. SOIL DEARING VALUE / , 1:5Ui1.eiN SE,c,T)oN 2x'}I NAIL 12: 12. 5 /8 "TYPE'X'6Wt5 To UNDERSIDE OF ROO F SHEATH N L- 6A RA 6 E - 3 /4 „ OS , w /Iod 4 "GONG• SLAB W /31 PLo "o•c ECU ES, SLOPE TO FRPNT 11."0.c. IN FIELD 2.2x4 TOP PLATE (ite" M I►.J . LA P) /2 "Gw$ 1Z-13 INSULATION 'I W /VAPOR BARRIER SS5/6 STUDS @ IC. "o• .. 2x 5TM• ' L. IoI I' I 1 I I 2.2x4 Tot" PLATE_ (48" MIN• LAP) W/C8) Icpa PEA. DBL. TOP PLATE LAP 5 /8 "vw13 3 /4" O. S. B. w/ 0& "o.c. I2 "o•c.IN FIEL 2 x!17 HF2 t" I(o "o •c COMPOSITION ROOFIN6 OVER 1540 FELT OVER 1 /1(o "o.S.ex SHEATH 1 (a a E06E..5 I2'a.c. IN FIELc• NNSUL.5AFFLE VENT ['LOCK-IN Co 51PIN[, PER. 6L17R.'S. SPECS. OVER. MIN. 74 6UILDIIJC. PAPER / SHEATH w /8 ('Cr "o. . EN[DES, 12 "0.0. FIELD -TYP ULILESS NOTED OTHE.RW ISE SIDING PE..R 5L.r. S. SPECS OVEP- IN .7 PAPER - ► /1c. "o.S.D, SHEATHING 0 . 1 /8 "o. c. E D((ES J PtEL. D- TIT UNLESS NaTED O?HER I$E PQbv IDE C.M411►0IS r S��Cd�E L11,jt.SVo$UL A41" APDonlD 0L£66 4 R m lrl. biAm fr1 R 2 -104 erns CONTc 4,1 -+ t bAL. cONT. c' O, WALL #4 VERTICALS@ I(o "o.c. SOIL p OF TIARA APPROVED JUL 2 8 1998 AS NOTED BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 1 2 1998 PERMIT CENTER z w 2°oo = DRAWN f DATE 5 -2S •99 SHEET NO. z 1 OF 7 suer Ts _ JOB NO. PLAN D. 1514 INGL.EWA9© RESIDENTIAL DESIGN. CONSULTATION & MGMT