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Permit D98-0231 - DREAMCRAFT HOMES - NEW SINGLE FAMILY RESIDENCE
12051 46 Ave. Dreamcraft. Ho City of Tukwila f Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 334740 -1225 Address: 12051 46 AV S Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: V -N Gas /Elec.: GAS Units: 001 Setbacks: North: Water: TUKWILA Wetlands: OCCUPANT OWNER CONTRACTOR. CONTACT Print Name: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. .0 South: .0 East: Sewer: TUKWILA Slopes: • Contractor License No: MJFHOI *092DA Permit Center Authorized Signature: DEVELOPMENT PERMIT DREAMCRAFT HOMES 12051 46 AV S, TUKWILA WA '98178 DREAMCRAFT HOMES 215 E MEEKER, KENT WA 98132 ft J . F HOLDINGS INC 215 E MEEKER, KENT WA 98032 VICKIE MARTIN 215 E MEEKER, KENT WA 98032 ****************************** * * * * * * ** * * * * * * * * * * * * * * ** * ** * *.* *fir * * * ***, * * * * * * * * * * * * ** ** Permit Description: CONSTRUCTION OF A NEW, 1,814 SQ FT SINGLE'FAMILY RESIDENCE WITH A 660 SQ FT ATTACHED'GARAGE. PUBLIC : WORKS ACTIVITIES INCLUDE: ACCESS, SANITARY SIDE SEWER, LAND ALTERING, STORM DRAINAGE AND 3/4" `.PERM. WATER METER . ' . ************ * * * * * *. * * * * * * * ** * * * * * *'k * * * *** Construction Valuation: $ 146,764.62 PUBLIC WOR PERMITS: *(Water Meter Permits Listed Separate). Eng. Appr: TKF Curb Cut /Access /Sidewalk /CSS: Y ''-Fire Loop Hydrant: N No: Size(in),: .00 F Control Zone: N Hauling: N Start Time:. Land Altering: Y Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: . Time: Sanitary Side Sewer: Y.. . Private: Sewer Main Extension: N Private: N Public: Storm Drainage: Y Street Use:. .N Water Main Extension: N Pr-iVate: N` Public: N ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 9,519.71 ********** * * * * * * * * * * * * * * ** * * * * * * * * * * * * * *g *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 3 Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: .0 West: Streams: End Time: 198 Fill: (206) 431-3670 D98 -0231 ISSUED 12/21/1998 06/19/1999 DWELLING 1994 N/A .0 Phone:.'253 859 -9697 Phone: 253 259 -9697 Phone: 25 859 -9697 164/ Date:it- 4148 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 ermit. Signature:_ AL7\717 Date: a vGa-0 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKWILA Address: 12051 46 AV S Permit No: D98-0231 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 06/30/1998 ParCel #: 334740-1225 Issued: 12/21/1998 *****A*****NA*A*****4A Permit Conditions: 3. :N� changes will be made to the plans unless approved by the Architect or Engineer and the_iukw1J&Building Division: 2. Plumbing permits shaU,beCti-e6kia:;,tjiii the Seattle-King County,Department,,o4WC be inspected by that agency , all ges*OITOAg ( 2 9 6 - 4 7 2 2 ) . 3. Electrical 1)*Mits.,.shaWbp t4ta-inedthrOgp State Divi0On of:%Cabor''and Ind and4)1VeleWCycal work. will 'be A'. All mechanical 000 .shall he 'under separate permit issued by the 1.7.1,*( 5. All pOOt.s, inspection r ecords. arkl approVects,.1;i070104 available at. the:=Job stt prior to the .start of v any con- struct.iori. Ihese documents a r e e,-to be maintained ablelntAlfina) inspection .'..a0rOva4 is granted. 6. AnyexpOsedinsulationSHbackyig material :shall have a"lame0= SkOd Rating of 25.YOr and mater ia-i shall hear identi.•; fiCation showing. jrat-ing thereof. 7. AWConstr6c0611-to be dore,',in''cOi'lfo'r,1“ncewith apprOVea,. planS arieklutren)eiiis'Of0e UnIfOr4-1301din4 Code a:me64PO: linif6rii:MechWkdi Code (1997 Edition) and',WashAngton stte, 8. VailAlity.9tROrmii2 appr6vaVoleJ , h •6 ;." plans Sb and compUt4tiOns'—hall„ not::c0m strOe to,bea%permit for, or an „a0r,Oval-of;..4any of of the provisions of thebuild'ir4f other4?rdinance Of the jurisdiction. No p'er*It„:presumingb6 • give authority to violate or caqce1 of this.. code 9. There Shell bendocCUpancy of the buildi,n0:S) 0.411 final inS$ectiO.iihas been completed by the Tukwila Building • Inspector 10. Notify the 'CFty, of Tukwi 1 avet.ii ? -Division pr placing any concrete. This4r.dCdke. in addieiiii to any requirements fdr.,'..„00eal Inspection 11 notfunctioncorrecteilis . in, place,.' '. The storm drainage system win ,downstream of„.. Individual lot owners will'Veli4444-4ff 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„ 12. The sidewalks shall be installed per plan dated 2-18-97 and approved on 4-23-98. Any curb cut access shall be done per City of Tukwila's Standards, 13. All conditions associated with BLA L96-0077 shall apply to , • this • 14. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities. 15. 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. 16. 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 within 30' of right-of-way. 17. Hauling over 50 cy shall require application for a Hauling Permit prior to any associated activity. 18. New construction and substantial improvement of any residential structure shall have the lowest floor, including basement, elevated to a minlmuill.,of one foor above the level base flood elevation. ( All buildings will6e:.coriStr and as built at or above elevation shown on approved storlii'da1:page plan dated o (NGV,Daitiiii4929). 19. Enclosed areas below the lowest floor shale deS1*ed to automaticaJly'equarl:±e_hydrosta)c flood forces. A.ml,mimum of two openings having a,totiil nOt.4.iests than one square inch fbr of enclosed areas subject to flooding 'shall he providi&nCwith the fiotoT,of opening'no higher-'than-,o:ni,.foot above grade. Openi9S may be equipetth screens, louvers, or o covei'l they permit the apti5matyp entr*/arid''exit,of floodwater ' ; t 20. Anchoring -All new construction and substantial improytlyeniP, sh011 be einchOredtod.prevent' flotation, collapse, or lateralA movement of the structure. 1 1'‘ ' " $1' 21. Lai, Alter)ng" (grading) I carried An accordancewit 0 , the plan fated' on 4-23-98 impervious areas shall be collected,:;in,,an' on-site strpi,, 22. Do driVeWayatio:and dra) other drain systeni. Drains shall be' PVC k schOule:40,or poly 'e'thal'Yne= smooth inte1or wall.. NO ADS flex pipe.,, a minimum 1% slope for gravity 0,fsoliak§e\ftoNlacat'ionV;;` approvd by Public Works Dept. 19oWnsi.iOuts cohnee,t to footing drains. J Footing drain and dOWnspOOis may share?). a singie:Aischacge pipe downstream of'" drain. 23. The City-ofjuksWija has aiv rOulling the powertelecoilimunications; ind'Cable service underground -from the point on the polero the house. 24. The applicant must notify the, ,illiOector at 206-433-0179 upon 'commencement and cpmplet1:0*>16f work at- least 24 hours in adVW666.:AT;0040tOW'requests for utility work must also be made'24'iiodi in advance. . Water Meter Type:.: Water Meter Size Qu ant 1 4;:;° ;Work. Ot-der< ' 5 -04H Connect .ion �'�' . e. •? a� $irr d' ' ow, Q0 tt' c . f 1 r ' .'A ce J Instal I D'ep'osit' � Add' 1'. Instal 14p pu..sit ter, 14 Re Ewe 00 -;P 1 a ri v.f ew„ Fee h ',$ 10.00„; InspactMc ri'`''f ee 5 Oo r "War; Tt r�'r.:i Oh Fee ;M.; BLS, 30 �� Spe41.a�1 . 14S e., sme {{ $:00 , fit ; x ,F t TOTAL WATER S ETER ^ F R EES': 260 p0, { " PUBLIC ' WORk.SE'FNG DEER AP FROVAL . } firs lw LS Applied •Date: 06/30/1998 Issued: Gate`: 12/21/1998 Per t No: D98-0231 Status: ISSUED Site Address: 12051. 46 Location: • T Project Name/Tenant: ( a n tank (1L Value of CQ� ���� , T Parcel N u 3.11 k( v — 1 ,, : .) '-. — cU c3 Site Address: City State /Zip: 11.U ( � Ln 1 o � S — 1 La it )1 In Property Owner: D 0.. 4 �urneS Phone: Ca63) % ci - q (047 Street Address: City State /Zip: 3l5 t gee k LISA Qtsu F x #: ) -1— 5D0$ Contractor: r (13- F (r e Inc • Phone: ) 8t-st - ct Loci? Street Address: n City State /Zip: »15 E Mee..ker. kt.i.:1 WA. ( 1 V..) ' 3 . Fax #: F - I - 'S Architect: Phone: Street Address: City State /Zip: .� • Fax #: ,___ . Engineer: I � o. .Q .ph -ti E A sSOCi U. --les Phone: d33) (0 I = 5353 Street Address: City State/Zip: �ci� 1 Pt- SE) Keir\A WA Q U -slaw F x #: Fax c9. 1- 5 Contact Person: Ma l(Yle --girl Phone: . t) fit - CUD a7 Street t fl Address: • np ,� City State /Zip: , r15 e Mee e.r . k rt.+ 1 `"14u3 - Fax #' ('35) - 530$ Description of 00w..orkllto be e doonnee: 1 AA-C �.' - w ` 1. 4) QA-Y\ �4 CVH j �� • " � �c�j ( .(w• Type of work: ew Single - Family Residence ❑ Addition - Single - Family Residence Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure' ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: ll Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: \ 'l -I sq. ft. Dwelling • sq. ft. Covered Deck(s) C (t n sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) I (s • ("1 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. Single - Family Residential Permit Application /SOS CITY OF TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. e Pf STAF U F ONLY Proeec mbar:i' r, Permit Nulltiberte , APPLICANT REOuRs a FOR .pUBLIC•WORKs SITE/civl PLAN REVIEW.;OF THE :FOL`LOWING»'.? • (Addittdr s revle'ws shall'be deter?riihed by;the'Pu�lic Worketepar ''' :l' • ❑ Channelization /Striping ❑' Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling sa Land Altering: (W Cut /98 cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: Fil Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public al Storm Drainage ❑ Street Use [71 Water Main Extension 0 Private 0 Public si Water Meter /Permanent # I • Size(s): ` 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. e Date application accep: - 5a -lc/ Date application expires: Applicat(pn taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPEIZMIT.DOC 2/13/97 BUILDING OWNER.OReAUTHOR/ZEDAGENTif ^ ....... , ''',` *c ',• :I,o,:. ar ,,; ;: ''' :• .• , • ;4W will ,.. Signature: ' Lt_ tA I� -- D ate: , I F fx ) ii Print name: v �1 I�', f�1 ^I,, , Phone:, �5 , ,.. / , 1 (Ton I Fax #: , =d crib Ce. Address: , ' i - - )tS\ ( n,1 (C , 4,c,A City /State /Zip ; .I,c,, — u \ ' C (_ SFPERMIT.DOC 2/13/97 I II : • ; 1 , 11 ' • •Ill , c DRAWINGS PREPARED BY A R "'STERED ARCHITECT OR PROFES."NAL ENGINEER MAY BE RcCIUIRD Y T 3UILf ING O ICIAL ALI, LW'VINGStilk& AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED SUBMITTED ❑ Copy of recorded Legal Description from King County ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. • 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). Foundation plan and details Floor plan Roof plan Building elevations (all views) Building height Building cross - section Structural framing plans and details necessary to completely describe construction ' Washington. State Energy Code Data (Gas/Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. 1 ❑ 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 /Author!zed Agent; lf applicant Is other ttl nAle;o n,sr registered,archltect7engjneerJ 'or p t q l ? 0 ` by the State of Washington; ;a nOEarfed.letter from;the proper garkut Qllrlgg the Agent to submltthlsipe )j • 3 . = ! Land i obtain 'the'liermit'wlp be'requlred as`part;of ; ), ; vt'r. I"k j')� ">r r, '.s ,�. +,, 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. ITA A***A*IrricA:k.A—,k+:44 A Ichli hAlk—fIA—A:A*A:k*****.leA:ir.k-A******) kA*4A—A***-10*411,* CITY OF TIIKWIL.A WA Repr inted: 12/21/98 16,121.. TRANSMIT Ik* tie •is ********4, tk*AicA *****It 4t**4 A.*:/e)t,le4cA ** **- , TRANSMIT Number: . R9700883 Amount: 12, 12/21/98 0938. Payinent hiethoti:: CliECI■ Notat ion: DREAMCRAFT HOMES In it: BLH Perini t No 098.-0231 'Type: DEVPERM DEVELOPMENT PERM1 T • Par cel No 334740-122'5 i te Address: 12051 4E, AV 9 'total Fees: n 13.487..71 Th is Payment 12 „ 758.25 Tot 1 ALL Pntts: 13.487.71. B al anoe: .00 kic*.st,***4.**t.A.****.A.*********.biciticit0.***********4 Account Code • 000/322.100 000/345.830 000/345.830 000/389.904 000/242.400 412/342.400„ 402/342.400 401/388..102, 101/386.520 401/342.400 401/343 401.388.104- 402.388.104 000/322.100 000/345.830' •Deser i pt i on • Amount BUILDING - RE S 1,1.22.25 PLAN CHE di( - U1-11:44-Y 20.00 • PLAN CHECK- WATER METER 10.00 , STATE BUILDING SURCHARGE 4.50 INSP FV.E -HLITILITY . 15.00 INSP FEE - STORM DRAIN 15,00 INSP FEE - SME/8S S 20.. 00 WATER CONNECTION (30 WATER INSTALLATION (DEP): 150.00 WATER INSPECTION FEE 15.00. WATER TURN-ON 'FEE 25.00 WATER ASSESS.-ALLENTOWN . 306040 SEWER ASSESS-ALLENTOWN 7 .; LAND ALTERING PERMI'r FEE. , 33.06 LAND, (ALTERING PL .AN CHECK 22.50 7 Trr kn P . . . ..,. - .., , , .„ ,.. .... ... CITY OF •I.UKWILA.... WA . '. :. .. - - .... .• - '.•• .•• ' . .• .. -. -...•. . - ',...T.ItANSMIT.:... TRANSMTI Number : R9700709 Athognt: „ :729;,. 06/30/98.19: 32 Pavinnt Method: CHECK Ncstat ion : .DREAMCRAFT HOMES In it 1LH -• Permit No 098-0231 1 v De: DEVI'ERM DEVELOPMENT PERMIT Parce. I No: 334740-1220 Site Address: 12059 46 AV S Total Fee e: 1.836.21 This Payment 729,46 Total ALL Pints : 729.46 Hal ance: **A*Oc***A*A*Ak4A4.11.114A**÷Ai-A*A*k*.Ak4e*O1**Ii-A**01 Account Code Descri ot ion Amount 000/345.f.t30 PLAN CHECK - RES 729.46 3306 06/30 9717' 1TQL41QO..26 • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION NO. pproved per applicable codes. PERMIT NO. (206)431 -367 r'QctilA r u74r Addris Special instructions: Project: Type of lnsp io Date called: f (Cm ) h . W 1 1 Date wanted: .. u " Requester:" Phone• e) 67% Corrections required prior to approval. COMMENTS:: •. 727 A el $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Prolt 04/q-Cr Type spection: )d-SOL Address: 46 AVLS Date called: Special instructions: Date waptAd/ _ /1 (at fe Requester4 Phone: INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT 0. (206)431-3670 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: . .• proved per applicable codes. El Corrections required prior to approval. COMMENTS: • alerteirbauf\ 1 . . i not I - 4 (00 dveS, Date arl ioi P9 p edal pedal instructions: Date ant d I : to1 F il) POPO )(019 • INSPECTION RECOR1 Retain . a copy with permit - INSPECTION NO ":. CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. ": • • o a3 Corrections required prior to approval. PERMIT NO. (206)431-3670 COMMENTS: (011701 AQ Inspector: GL Date: Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • .„ Cif W ahl\ l LU` I1..at TYPegf Ir a io d f O l q Dater. ,. '�`' Special instructio il . orn)n5 Pit Date t Requor c... r.. )(0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: 5"f ,cul C (.101,1/41c. 0-657 /zvy/ I/a at. So El Approved per applicable codes. INSPECTION RECOR Retain a copy with per , (206) 1 -3670 Co ections required prior to approval. Inspector: k■ Date: 5 / 2( 4 7 , El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: yPrgj La i r ci Type o I spectio VC. . 1 M Dat lletlat 39 "' 90 OVeS• Special instructions: Datenied: 1 , ,. � .�� p.m. Re er: P � 7`� ( to 1 0 9 -UPS • +• INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: 5/p,//'1 GAILe sty a rig local.. 1 e/i putt 6,09, + U.3-21-4 (i ia IWO 4e-PT. v64,4-Q0 El Approved per applicable codes. Corrections equired prior to approval. Inspector: ( 7\i Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: NO. (206)431 -367 Project: Dream craf+ UOin Type of Inspectio s- form d ainay Address: I ZO5I Lf 6i-h Ave S Date called: —3_ N :Special instructions: Lo+ 4 9 r Date wan 5_4,99 p.m. Reque er: A lec Ph ne:106/6761-00g5 INSPECTION RECO DR J 023) Retain a copy with pe r ,,INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: .f/11.Q.pre/441) A0 / L .. 1L L..,. . - . / ...._♦ /111/14? I 5. 1' Inspector: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: & X11 P9 Date: 06)431 -3670 c5' Corrections required prior to approval. P ject: Type of Inspe Ion: ! , . r� ! d r i b S I 9 ate . Date ca I _: 9 99 Special instructions: Z°7-7 Date a ted O 9q.2.– Re' ste • .xt )6 Oeq, 4 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: f f eoi v 5740 daA... q ;i a £.; � * /i)ti.tA) S s • 6/,11 , A teat '5 tit, .620.0.11( tot., n Approved per applicable codes. Receipt No: Retain a copy with permii INSPECTION RECO MIT NC. (206)431 -3670 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, ee m st be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: COMMENTS: f Address: l 6 )-6 5 1 4 i6A t..-- / - ■ e ms . . �. � .�[jr 5! F. cd / 4 L _ 7' *14.94 V&A �^e V Requester: Cc.. - rcv lr Phone: Pro_ j @ct�: �� U Type of Inspection: D S Address: l 6 )-6 5 1 4 i6A •. Ca. Date called: g z 99 Special instructions: Lvt` 9 Date wanted: y.a.m. L/ 3 ! p.m. Requester: Cc.. - rcv lr Phone: Approved per applicable codes. INSPECTION NO. INSPECTION RECOR Retain a copy with perm' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Correcti ns required prior to approval. Inspector: Date: H 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Ct -p2:( PERMIT NO. (206)431 -367 Project: / ( /_f-G� Ar �. of Ins iection (/1 )a.\\ ss: 0,.. IE Date called: L! — III 7 S ial instructions: Date wanted: (... a.m_,_. `I cl p.m. Requester: ,A Phon • 0° INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: Date: J f proved per applicable codes. El $47.00 REI SPECTION FEE REQUI D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECOR Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. tz) Project: r-. VreaMC rai + Type of Inspection: • 1 Side, SEWer Address: 12051 J4641 AWS Date called: L i _ icis - Special instructions: 1 4 q Date wanted: 44 _ q 9 •. 0 , ..m. Requester: IR oc i , C I i 'A frl■ 4 Phone: 370...8 3 r • • . • • INSPECTION NO. Receipt No: INSPECTION RECOR Retain a copy with per CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: 6\1 Date: PERMIT NO. (206)431-3670 El Approved per applicable codes. 0 Corrections requir prior to approval. Date: „/ , L tPdi Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . ct: FS �' _.. cra- 4" T •e of n d • tion: krl 1 Y s � / I A dXes o' l t s Date 4111 I' d: € _ { Special instructions: L- )` Date war, e1 a�m,, R 1 Phone: 0 —(;7 —a:15 og INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved Fier applicable codes. INSPECTION RECOR Retain a copy with per orrections required prior to approval. COMMENTS: tD «c v— �� mss /9-‘ewt Date: $47 10 REINSPECTION FEE REQUIRED. Prior't9_inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: �., ,u,ii.r�i�h� s`ex• %s:::ir�mti.Y C� :2�' k ,:t,nt: x. a�c�.sa, . 2.. • (206)431 -3670 Project:: ' " ) rearilco -Cf liotries ,COMMENTS: y�}}- /,, ii - 1 l I LI S 1 1� L6tAieN Q (, .0 ' -�. /l11/rtr� /.t�.v� VI � ( T~ if� - �'1( 40 r i el, ' 4 0 fr «. ( n/ iC.. O (J _ 7 / / / /b I, i 3 & '' 14/10.0 Grp � 4e G i(2 17,0 ( I 1 ' /6 5Q-cur- ld I (/( 1 I d05/ li a I , 1 `L f tt'-# I/)' G ,lam 4, 1, hG44 19 x'( ie d / ye S / d ( 17 1 4 / o-Q-e , iN 5 c . - oN 9 /2 (// I /.� o )7 1/ , / k cu Su. t4 1-. J p /i a/ / , ,� 55 S ( g---b w L,,A :e tc4Y I-c ji7L. / 5" t,\ (t d y,, . -. ' U(.r- I Project:: ' " ) rearilco -Cf liotries Type of Inspection: side se -er r .: ddress: � ` � � rive Date called: /, "► _ 13 _ 9' ' Special instructions: Gv f j(-) Date wanted: pQ a.m. 1 �.. r 1 p.m. Requester: R • 1 Phone: 63 ...... 8 25. 3989 id 05 ..' 1 "1 INSPECTION RECOI • �` ketain a copy with permit 7 IIJSi'ECTION NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 El Approved per applicable codes. (206)431 -3670 Correcyfons required prior to approval. Inspector: 6\l Date: L Li l c l $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Projeca .0t44 ("1--ri,g- Type of Insp on: Address: .1 1 ?2.4) f"7t — L/ ?- Date calle : Special instructions: Date wanted: � Requester: f Phone: INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D96-02.3) PERMIT NO. (206)431 -3670 ,!J COMMENTS: /4 //, /4/ Approved per applicable codes. Corrections required prior to approval. L .L.- /1[ / li L Ei $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: A' /7 Y7 e/7 -7i-a-)77 T A...7/ f i ri:otilAc z .. 1311 A76/ 407,ii ,ft 3 Date call . 7 Special instructions: Date wantey_ 12* 9, P.m. r/le-/7 Requester: /W ir Phon 6.0e;95 0 - 6 • . INSPECTION NO. • , CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd, #100, Tukwila, V/A • 8188 INSPECTION RECO Retain a copy with perm, PERMIT. NO. • - (206)431-3670 COMMENTS: Approved per applicable codes. 0 Corrections required prior to approval.. Receipt No: Date: . 4 ..... 2-...141.4.44 SAL 0 $47.00 REINSPECTIO E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' U.4 ecalr.._ uyt 9 Tyr of Inspection: dress ( q' A , r 5 `V D�te i cal�ed:�6 Special instructions: D wa d: G� (=I. u '� t m..... Re es er: Ph 7O tD GriG — rte `INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. T -o231 PERMIT NO. (206)431 -3670 CO ` ' ENTS: Corrections required prior to approval. • ill/ 0 $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .a M1.�... r. »_.., ...'.�..., ,�. h... i'.'.`_., .f.�. ^. _�1.1•Jtr _.eV . .e.. Pr ' t: /071 r ��� Type of Inspection: Ad res� 2/7 (51-46 Au Date ca J i i - 1 ` Special instructions: ' Date wante ■---? f on. Requester: l Phone: El Approved per applicable codes. COMMENTS) W INSPECTION RECD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd, #100, Tukwila, WA 98188 \ • '1 e• . PERMIT NO. (206)431 -3670 , Corrections required prior to approval. El $47.00 REINSPECTI N FEE REQUIRED. Prior to inspection, fee must be paid ,;at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .� Lt "�EN. 1�'P,}x.�!t HKt _[,'i�dw��e� ';�E.�1:�i_l�. ..�A'.4�A�/_�i:. . . pr ottwszr,„ by‘eam , Type trction: Address: j, Date calle • // Sbecial instructions: , • Date a.m. aZ w 19 7 P.m. Rease c..... 770 ) o do k y INSPECTION NO. '''! • • , • 'r, :7 INSPECTION RECO 1.-Lb;t3 Retain a copy with permit- PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 tt lfr r , (206)431-3670 • • Approved per applicable codes. n Corrections required prior to approval. COMMENTS: ,r,t svekbyhe Receipt No: Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Pro' c, t 4w. Type of inspectio : 14(11. Address: Lot y 0-0,i N(4 CO � . Date called: ? -1J g1 Special instructions: Date wanted: ? I 111'9 a.m. p.m. Requester: ,; n .. Phone No b 7g...0095 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes: INSPECTION RECORD Retain a copy with permit Inspector: f Receipt No.: U� DS8 - 31 CERMIT NO. (206) 431 -3670 Corrections required prior to approval. oaa, a l ,� yy $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: D0r�( ✓n a' Type of In cti Ad dres 1 90 5 1 4!aRv2 ' , �ca ed Dat � ° 1 / Special instructions: lei I kr tocr Datn7: loq P : m : Re ester: 0 Approved per applicable codes. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 9 18-02.31 0 "PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 0 1- 99 ) 5 6(11 t. y A t LLP ��ALe fr7' .0t tA l/Pa ‘ if 561 o e,k •4t i &AA 7`�r,L, (Lei; aeAui/ sp-ee 'kil hp SI S Inspector: Date: $47,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Proj ct WK. Drew a of Inspectio : 6 1/040.. A . c p (MIC k0 A oyt (AP instructions: . l Date called: Z R ,.., S ecial Date wante a.m. � Ci im Reques � Plione:•lei) c1V ^ Io INSPECTION RECO Retain a copy with perm INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 -u031 PERMIT NO. (206)431 -3670 a pproved per applicable codes. El Corrections required prior to approval. COMMENTS: /7 � I .• $47. 0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • .4s .arn ,•.s,: >._ 3i E u %": .; • .t,: l?..,._ . r • : ty /1114 .A A i fi..li' T I - of Insp-ction: AA 0, 1 ) t : it 09 1 I l i .4., 4 v. . 01_it, •:. Address: A c , j-- p cv-40 Date called: Y.; Q Spe i I • structions: 2- f r ityl Date wanted: 1 'l Reques7 &Lk t Phone: (04(;) CR ':-. 0 I INSPECTION RECOR Retain a copy with perm IN NO. ,CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • • PERMIT NO. (206)431-3670 • Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: r a€7 7 - 2 .4 A.,7_,,o, 1:11 $47.00 REINSPECTION LEE REQUIRED. Prior to in pection, fee must be paid • at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .;;; C City of Tukwila Fire Department Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: FINALAPP.FRM Authorized - Signature Rev. 2/19/98 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM=;. JohnLW' Rants, Mayor Thomas P. Keefe, Fire Chief .098 -oviy i 98 - 02-33. _ .. -= 0208 c-tv te4A "07IV - Permit . No ._ &17: :O 0 ,13 1 : -. b229 . . pyA o/7 0 Project. Name..... 0039 t a'v ; - - i2o vy ) _�_ / . _ __...._ . • Address 12o /2.0'79 r /2€260 , 00' TH- y:•s. gi{30, �.So3. 't $ 12 � Retain cu inspection schedule Needs shift. inspection `. Dat T.F.D. Form F.P. 85 Headquarters Station: 444 AndoverPark East •• Tukwila, Washington 98188 • Phan(2O6) 575-4404 • Fwc (206) 5754439 ••.+ .. n�.-+.+•...-+.. w... �re..... m...:. s+, uava�nnu +G:xluw.vn»wgsNSl:aLxan:+ .pdr.YlM'u x'eY.'xs:PGtt.t.i.+R 34,111§:tA347E^?[;: . al ;►� r P Hr r Li L CONSULTING ENGINEERS DATE : 13 _.)(\ N 199 #9 19c.4. PROJECT NO. CLIENT : Po M &S REFERENCE : Tbc..t.b.1 17-65 BLDG DEPT : - tu ∎Lui iLA PERMIT NO. D9 '802.3 I NOTE: FORMAL REPORT WILL FOLLOW AT COMPLETION OF INSPECTIONS x P .' co/1/41 i e;r o N t E Ca.0 SNG-D I O N ci - AcLC TO . S ta P. o R-r. 7' i,.> G S A >J 'D�1r cci,Z N. ►J eD 1 �-i� PADS . CAN °' S v PPo>Z't L- M)� 1r -G c..GAIS o F tot V- W \`114 Mi►J i MAI.. Se i.6.ME1 -J i lU 1114 lr., 'ma_ - Toi-7creA.13L - 9-AN C--- US A 1.00(':: P S v ru P. c. I � D REGISTERED ENGINEER NO. 1474t STATE of WASHINGTON LiaPItlES IT TEBRUMY :c3 4041 WEST LAKE SAMMAMISH PARKWAY SE • BELLEVUE R ECE� QED JAN 2 2 1999 COMMUNITY DEVELOPMENT WA 98008 • (452) 6441080 • • • . . . .. • .. • PROJECT NUMBER 2359 CLIENT . 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 CONSULTING ENGINEERS 20 May 1999 OBSERVATIONS J78w3i 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. 4041 WEST LAKE SAMMAMISH PARKWAY SOUTHEAST • BELLEVUE • WASHINGTON • 98008 PHONE 425 644 1080 FAX 425- 643 -3429 dchemphill @msn.com PROJECT NUMBER 2359 20 May 1999 page 2 of 6 pages 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 Toads 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 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. • • PROJECT NUMBER 2359 20 May 1999 page 3 of 6 pages 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. 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'. EREM E-12 r r 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. REEMPREbb • PROJECT NUMBER 2359 A quick condition is similar to the cause of quicksand, where the rising water moving past the soil grains reduces the frictional contact between the grains, and therefore causes a reduction of bearing capacity. The rising groundwater also saturates the previously damp granular soils and breaks the capillary tension bond. Therefore the soils have reduced load bearing capacity by losing frictional contact between the grains, and by losing the capillary tension bond. The 'quick' condition is also caused by increased pore water pressures that prevent the soils from maintaining frictional contact. When the sand grains have reduced friction caused by a vibration, and attempt to move into a smaller space, they are resisted by the porewater that hasn't been able to seep out of the pores as fast as the soils are settling. The soils are then supported by Because the upper soils at this site are not granular and are relatively impervious, water that is displaced by settling soils would not be able to rise to the surface to create the liquefaction conditions at the surface. 20 May 1999 page 5 of 6 pages CONCLUSIONS 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 loads 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. EZEMPERETal • PROJECT NUMBER 2359 Because the groundwater is fairly deep, there could not be enough settlement to force the groundwater to the surface, even if the upper soils were all sand. Dale C. Hemphill P.E. Registered Engineer No. 14777 State of Washington 20 May 1999 page 6 of 6 pages HEMPHILL concludes that settlement from seismic vibrations with an intensity of VII would be insignificant, and that liquefaction could not occur from any intensity. 5 rte Y1 ti L-cr "Dr'.ERM CR,P.Pr Ir - v'r.E5 25;•S5=1• 401 ItJ JOd E ? -cAlc c 114) =2o' I� �S�anw G - 1-us�1r� f " WATER, M A rrJ 05 Co Q es t q � v a Q 14, 6:2 A., 1 - p z "d rla,i Os (0 ' ,-z Erc2 / 74,52 7" !b /1 4o' r,:c Zb% I4 IYft-0i31 /1_ .ovi o leer: pi-gee-cc 1. )rte t� Sl 4.t1T PATE- E- 4 $ ' Ilse „yam ?�1l ..�L000_ tk ) CCA 5' SS s n 1-/I %y” ETE w 4TEre ,1r10 SE I..7E Ft evio'- EcrIa.- FE 3 04 ({�Ic CITY OF RECEIVED JUN 3 0 1998 PERMIT CENTER %rjgOrOt1.41% IWMML Wei of . VIM' — • 'e , " IL •a•Pr. A y : OA 11 � + � ` Aft , 36 79 2 . oZ9 22.71 " Os.O.*, 0414110 0 %. "•• ti ti a 10411.4114Ugi, . ' 3 291. .0 33 9.4 4 NIT W61-14 (:' 13 11533 • o112 , 150.31 I 4.2.4 44,1, Wigoows( Wo , * 2(p3,'� .51 Fiat* bUa4tt OA (1. 0 1092. .041 cc ic.• 4.mb ,15 to ti '1.. *WW1* ►W► 6 .6 • 4.13 E 1. c r.* i V++ 41 , 33 1$.53 ' floP. .t. LM► NAPo 319 •°1 I a4L1 Frolo04. 40.+14411, 391.44 3'77 • 13.. 4+t i Dqs 0Z31 • WO 03 ) "RECrIVED • CITY of TUKWILA JUN 3 0 1998 PERMIT CENTER tJ o' GO g 41`. /or ow .s.oL. I bt 04E?:lw...nw. ba . GSM po1.lWi• 4s. PT. ,. U a tom► ') too.0044 (w wior • boo _o. 06(• 28. £ " vAuLTED (A,Ja Mepr first) 292 0• o4 9.13 Ott t ll ,. w.1 lei 0 2:11, 0 . 04 01. o.(.5 114.14 Mei% Ww b ( I'' 0 'pa. ) 1092 0.041 44 al gig 1114+oF• trots 41 o•4Ioo 16, \ (gilt iID (i' 4 / _ '‘d ''.74 . Fr "- bUa4tt OA (1. 0 391.4G, I a4L1 Frolo04. 40.+14411, 391.44 3'77 • 13.. 4+t i Dqs 0Z31 • WO 03 ) "RECrIVED • CITY of TUKWILA JUN 3 0 1998 PERMIT CENTER tJ o' GO Qty Notes Size Type Bar Glass Grids Argon Screen U Va1ue1 1 1050 PW 770 5 CLR TEMP 1X5 .50 1 • 4020 HR 770R 8 CLR #24 . s t 2 4050 SH30 570 4.0 CLR 4X6 • So 2 4016 PW 770 12.— CLR 4X2 .51 1 5050 . XO 270 0-S CLR • 1 4040 XO 270 1 b CLR 1 6036 XO 270 a I CLR 1 1 2050 SH30 570 IO CLR 1 2030 SH18 570 Co CLR 2 2020 • SKY 980 g LOW E TEMP G DATE FOR BELOW 1 4039 XO 270 (4 c • 51 -1 5040 Xo 270 - )O CLR 2 4040 XO 270 3 - CLR 1 5068 170 3? .S CLR TEMP. • • CAE FLEE Man Iii a Nimes... A Csrilimest 19710 BOTHELL- EXERETT HW►Y SE, BOT ELL, WA 98012-8124 ( 206) 481-7101 • 1(800) 800-5920 • FAX (206) 4024811 Customer. Dreanicraft Homes Address: 215 East Meeker Kent WA 98032 (color) Vinyl Notes: QUOTATION ONLY ATTENTION: AMY THOMAS Dimensions: RO/NOA Wu'ck schecUv Quote Date: 5/13/97 job Address: - Phone /Fax: 859 -9697 Misc. Notes: Project Start Date: Job Name: INGLEWOOD E Plan Revision Date: Sales Rep. 1047 PO Job Phone St Contact: Quotation Valid For Sixty Days Maximum Unless Otherwise Noted. State Sales Tota Contact: c5 rage 11 1 o Price Each 1 Extension TERMS: NET 30 DAYS June 8, 1997 DreamCraft Homes 215 E. Meeker St, Kent, WA 98032 RE: CNR PLAN #1814A—Engineering By Baker Engineers I have reviewed the referenced engineering. It complies with the 1994 UBC and is applicable to the referenced plan. yaw�4►��� P!aegb tile '}? t ?, 0i1(1, 111 '.,f,c: .I..% C-;;, ll � l. lil }l �t :I , 11 ..R f'•,i1 ,.. ���,_ Dozi CIT O TUKWILA JUN 3 PERMIT CENTER mG R . HO R N ASSOCIATES KENT WA 988064.5102 (206) 6 1- 5353 OUR NEW AREA CODE IS 253 EFFECTIVE:41M EDWIN F. BAKER,•P.E. (206) 771 -6666 FAX (206) 771 -6558 lEIass 2/10/ 97 STRUCTURAL DESIGN 6628 212TH S.W. LYNNWOOD, WA 98036 P.O.BOX 1697 LYNNWOOD, WA 98046.1697 r• - r.- Zeikel C1 14.$14-urs M5.14 (o PS ec : t7. t,. , s 1 psi L. I. 2s- v�►v °o frer P' d lj Oar `moo P,c! 4e,scrile. rp-Nis 3 , 4 .Pz 8' . RC°F .pr�cit - 'I !"'� �e" 5 ' L Yom* \1'• . 5 42.4e 22.: D, 0 . es 4/1 O16 i3 "`` /ec: 6, #- rx-tag tZ � +0Lfl 1 • 115 = o, WW1 • < o, ' �.d. I'- V, 'NZ V o erg; . �od® co , 12. " pef.d.D rYPi mt . • F'I.+Cotr- II 0 `P - ab•c.c.2x1,3r4(0 .4 x j = C3,2 rsf P7,. =o ,(4 ic(.' "1b.4 xJ - 04,5 r = = i S,9 .. ')( I.s'`) 15;4' 1 -�'? -424.1 Iscy -4s3f6 Q N. qs') rba. - b.??.)`" 1 -Vm , ��9'Q 4f] 13.2 • 5, -K M"' BAKER ENGINEERS STRUCTURAL DESIGN 6628 212TH. S.W. LYNNWOOD WA P.O. BOX 1697 LYNNWOOD WA 98046 -1697 SUBJECT. '-A'.4- 1 ¥14 /3410 1 JOB. NO. ). - csirBY: \ t&rI CHILD: (206) 771.6666 FAX (206) 771 -6558 . S HEET , OF DATE: U tr-V strL4 ei L (5.35' w1 ) /C a 0. S`1 = ?r - " d .4'4'k 1 3,` o :Go 1454: < d,4' vel i3 - -- LS- Hf fil- Tor N MUNC : 'PAM i�� .12 r 14F CA 3 ' 4 /0 0 2 6 - 4 - .o trem (e.)1(00( Cam • . 4E3 (719(.2a .S r --, - L ' alifiAst4p feLersg. sue_ L /t f 4;5 -(-1.* I 1 -co rP 3, c K/i o.vf YO. '2= O 2 lAS e kb ~ c9✓f 3 . w /$ Co " it.rxr -aGj is Tc�.l7 �p T 1_ _ (• 0•1 a 2 reocoio = os t v2 - (ePt 1 Mme' ' t • I0)7- uu o. Ci' w IK • 1 t-1. • v p ; rod- s144- C-I -- ,�, � C3Rrs� 4ty . tack. (1 1 . (ao' S" o . -. .. -3 Ar(5 s ; • Lam\ w46)100 Fot kar wn�t. aN 4r BAKER ENGINEERS STRUCTURAL DESIGN 6628 212TH. S.W. LYNNWOOD WA P.O. BOX 1697 LYNNWOOD WA 98046.1697 SUBJECT. P(41,./. frL df+ /44CGI'ETF JOB. NO. 9 Var4 BY: CHK'D:. (206) 771 -6666 FAX (206) 771 -6558 . 2�. OF DATE: . 26 /-2, (8. o I v-72- -MLR ti e'Ev Ok, w /gA 494" --t t ) 12 `' fp-18.1-fl , - k Q j 1 , 1 - z ,-(Q a.0(2 = 0,2 11/4 - = c( 2. .4 - 4 X (901% Z* I,?g) t C2.1- -4 >eD vc)) k-C2,5 x0, 2.0153(247. = 0. .9.. • ® .9-I 00,4=P 0-0,e �) / 4164 t v " 4 .s.ry vewv. 17 7$ 01-13 ./ O 24 Norttm p , 1210,5 O F /O,S#o ar I.2 s oed e r ti*e 1.2.) itoote-- z / z r1- t4 I/ 4 V IS (1(9 •S'` 2 � a, 2(0 " asti. `‘-/ 4! ( 0 en>GSg •i2 " F►6Cb (A) (QI) O,01 4'' C1 -KI \) o. 15' = e ..9s/ oat.) -r t V2i . f 0, 4.7.' 2SLLv lfig")° -, b i 2 = . 4 . .144 1112:a. L .Oo( +- r�a3 �-- N4 3 , S) +- (a, L4.4"e 412 -o• 1 (0-2-.04) ' cam ��to Ar24 `"'� 1'2-" m1.4 la BAKER ENGINEERS STRUCTURAL DESIGN 6628 212TH. S.W. LYNNWOOD WA P.O. BOX 1697 LYNNWOOD WA 98046 -1697 SUBJECT 441.1 Gb (CP JOB. NO 0 0 4t S BY•��t CHK'D: (206) 771 -6666 FAX (206) 771-6558 . SHEET OF DATE: �. C" 5 't1T Yg. s lA,et,(,5 &T ►� ' . s (22 r t) Pam N�a.) N6- /awl e ar2 O.Lc. p, 0, 2 *J. 2.• t09 , yz " 4 ,a ®32 " ©,4 tfreB 47 13ts .e .0 4t k 'ma . c i1 T' 6-0(4 Gui . a 1" r t.S 4- 13 .a 7)S "410 o SR 9 ti.l� �'L -+t. Zr • kr 9 13 • k sal o V— 1Z N..' ko`4!.( "Pv.2. 4 (1N z x Nr9K.az. VOX .1.4(erS•3 4- vk ) 4...tr Pt. AiAlq ' •Id bowl, ; -� 14 414: . t'f AID « 1.4n,• rvIn t. 1M,4101 -e g 1+asa - . 4.t4 Z �t.r \lea 111 : /IOC 1t.i :. 20 t-' a '1"9'tP CO ° 21. rh z 1 2't!'#' G..4 `' : t ! z .'3. i tr4.9(v+- trv.ol .'3k ,r : . ' el, 9?.c�,'1kx 4.7 : L 1 r IL ts4ti Y.ot"& u4 1.1 X - 'Se b ►1o'Z'. = %. fi'` r Ir3:�h. ��4- T -t14'� . i4Y..: . SltrOvC stuk Pt.. NMt.� S lyto p t. of BAKER ENGINEERS STRUCTURAL DESIGN 6628 212TH. S.W. LYNNWOOD WA P.O. BOX 1697 LYNNWOOD WA 98046 -1697 SUBJECT. ' -►4 l dot 4 14430D JOB. NO. e0 �r 4L BY j 4 CHICD: (206) 771 -6666 FAX (206) 771.6558 . SHEET OF DATE: RriD,v 1- lt7rft i lue c.Ttou t t Fiwo.' Sur .2T 4t tit" 14 .�; �v = CfX3ioi.90 4 + 6 >��`v..•�t3L � 4. S e-41 SAW et e4 Di pN (-M : V =4.7 ,f z)czz.l riP Q4' c.4.43T FIoaotti Ar 1f' 0-tw'. V 4 4 . 1 yL't.. = to Z c • ZI b.$Z - 7YP FL CoasT Se d Stones f ♦t. /aim/N4 L Jai L i3,, V = 0.0 = ;17- p 4' 62 'L - 'r t P t-'T wAL1. wr► o-- • orr1 17 `f 130 = 17.-7 lk P' Wr4666 s .'1 S � ' .. J ' LGtrp hn.s (r-9' 600..`60 46S 4`. 13k (944 ITh ).(4,-) _ 14,714. c. / . 1 " - ' 1 C . ) / 13 ,2� _ .• obr . st6ii)oiutr V = its / ,1 q% _ I Er it.uf - r eP Do- C.VS O1vz ,tar' 4.ah u. - :.14 F .oi1,f 1.0 v60I•1 aft P �.► 31,-'i.1 I.�k MA.' 4.*N fr' .J1 t *R.1 - •' 44,CV 2 f- 1,110l• �C .b) (r3 t ti C - t4 D &. AA4a s 6I -d-A4 Z • )$1. 1. 1.1 • „� � t a /i3 Q 4r ? " t - ,I c-141' BAKER ENGINEERS STRUCTURAL DESIGN 6628 212TH. S.W. LYNNWOOD WA P.O. BOX 1697 LYNNWOOD WA 98046-1697 SUBJECT 91,44N .) r14 %bCpe?= JOB. NO. 00 .j 11411"bY: AXLE. CHK'D: (206) 771-6666 FAX (206) 771-6558 SHEET OF DATE: • 1 'T If 41, • I iu i q7 I BAKER ERG YNEERB SUBJECTS PLA-$ . I a I4 kf3 SHEET STRUCTURAL 'DESIGN JOB NO.prva5:ep8 BY: jratiCHK 'D: OF 6628 212TH B.W. LYNNWOOD WA•• DATE: • ' STRAP • • NAILING BOLDOWN STUD • ANCHORAGE ' HOLDOWN ! ANCHOR BOLTS 1 vE'rOWA%:,' . 1.401 wrn.t�.. ..._... - � l - N p (0A • (i.116 ". to 5 1a P. "r% Ss�24) Ws"' I E-D 24'' tit 1 4. , ' �2 - - E )ZA (2i TO - 'S'g 'gib [e slgI%0 I LITA`7 (8)104. G C.31 Ncr 4 .ovs • :.ko.nT. &.• SJO a' - .. ..i:x �.��..1: :2•. cal PPC:e,. • W/ L:.C. L SL'S�9► • - . , �, �I_r.- IF,-ik: t.:l .� .47•A •. _.... .. .. • .... :, pQ' ' M Re(s'0 �� T �4 ` 'k." ' E� Pie Eli Veil 'Q��Et�'R00 � Gcli'E�I;ER n5'QEQ ! SHEARWALL ' SCHEDULE - • STUD FRAMING HARK A SW 1 RHEA$ FLOW NAILING SILL PLATE .• ANCHORS • PLATE _ , . TOE NAIL • - IM . ..JQIS • • o_ a a p SHEATHING NAILING =0*N .:"BASE 11 . " S FIELD « 1 ' /1b r ..4� . _ ea I, C - eae ) IV 1We IS: ° 1t a d ?6 alb "oslb I ��4 / e) N S ■,tv3 ��I, OS� 8d a 4" ? I2 " (4 I" f j bd�" I/ " ¢ x .13 /r .0,014tDr":=; w 'r' AL • • • • • 1 'T If 41, • I iu i q7 I BAKER ERG YNEERB SUBJECTS PLA-$ . I a I4 kf3 SHEET STRUCTURAL 'DESIGN JOB NO.prva5:ep8 BY: jratiCHK 'D: OF 6628 212TH B.W. LYNNWOOD WA•• DATE: 12-c.-m- WL q t 03 a OUR NEW AREA CODE IS 253 EFFECTIVE: 4127/97 t=rftiaiti /l+ - i 2 .T Co 1. Gr W O O fl C �P• a 12- t- t�♦1.>tti1 W 1 to O 4.0 2 6'aC�'"10 Pao v.. CA1.4 E t Zz� ;. . 4 .4 bstAT-pi z7-- = 2,4'84 g sito 144 /- aQ.�A► A v 4.1 L NI> c" = G2t QPL.6 -�-- a V 65.95tgluz-comse_tr ✓ li x . C + Ib�Z 3. / 2r _T_ 1 =cam 2.. N D D ` O S 2b. •F ta-iro N'"p S c utz k. Cr — (6,6,c; 11 *" Si cwt Lrc, to g e « o c. L '''LIIL.A. rZ11%L'n-t, A1 bog. % " Z R G�► ?ac V;.c .i o, t ∎ N?, t.,.` 20 o P 1`.. � . ova- - Act.-P.3 a G Z o a )1/4oj 1 a cs � .. to 1 g oa O,l . C o ». PIt.•;S i u� L4 S= tZ c�•. L1 Att.. S 2 Z. 1 o ' c3 CV° crr GLt cc\ c. t- o P» ?2s ? . 1 3 ., J .... o iC w rj-R . 9 _ tt-Zs -a a 4. (L. do'J<F I' Y/< i$ R.HORN ASSOCIATES KENT WA9 064.5102 (206 6 8 1-5 5302 t Atbwsble tasty No. W RNIm s Mt Oast 831 1 12.10d'1'* 1617 fi00 S00 833 1 3 12.10d 2433 755 NS . Species Group u law values In pwnds per pure inch (pis) — rtrenw Tension 4iber Stress Parallel Grade in Bending to Grain Fb Ft Dougglas Fir Nel. Str. 1450 - Laren ; No. 10 No.3 500 Construction 1000 Standard 550 Utility 675 Stud Hem -Fir Set. Str. 1400 No.2 830 No.3 500 Construction 975 Standard lity 250 Stud 675 SS • t Inn /telletion 575 325 375 450 600 300 325 400 Noes Values f 6r irtilitygrade 44 onl to 2' by d' bunber. I s st �'• Typical iio Use with Adjui:ment hoots (see Tablet H w Compras — Horiaontal Prrzendiewlar r Shear to Grain to Grain F F F 95 '95 95 95 95 75 75 75 75 . 75 625 625 625 625 625 625 405 405 405 405 405 405 • SS o 1700 13 0 750 1600 875 825 1.6 1.5 1.2 12 8 1.2'1 -- 1500 1300 15500 N) Modtdui of Elattitiry (million pi) 1.9 16 1.4 1.5 1.4 1.3 1•.4 • O.fwer rrwnrtten Reinforce joists, studs, and rafters notched during oottatIUCtion. SS stud shoes are not a total replacement td removed Material MATERIAL: 18 gauge FINISH: Gatvanined MISTALLASON: Use all speClfiero fastens's. See General Notes. CODE: BOCA, IC80. MC! No. NER.e32. '* uI.SE {o ING206e F-,4412.113(0 rrtd NI .lk.jia.I4 MIN::•. ' enters, the NS r ndds.16 gaup 17Ke."fri Glz." F-r 1-L9m e's 1 6 I4 N woo FLAW s lows ' EN R aN!..15.io.NS t)esc...g o k 4 LA 1.5 E. 1 / 6 i%' e.t..v ATI o w._.4 goo F So ALL elf t r pf_ 7____ _c_Hfr• Neve-____KIT...H.P-14._14.114.20.14 Reda. Pest To l t.SV. DP'S 14 1 kl kl 1A,__Jthi Po t4 s t.16 To 4x6 eS 1•1 / 1 `1/2.,D 3 0.e.noisl__7. CRT' ,c7 NA L. B_EA.m BeLo VJ mbITRILT_Q_4.10_9 P_Es 3 1 oF - ADD NA.I.L.'&._Nro.. it?..k1PLL..514eATHN.0_?. AM 'Fr HOMES 1811 If4GLE.wooD i/ 94 U.5.( 6R,Akv PDT' LoAP I I ' E Afr1 .pgm S Feav 101 - 1 Sstr wori_sr 11 v • 1 4' 4 7-2.. 284416s. A= 14 = 611 PLF 4F2. in _ .41.4" Use: 6x to prl I 5e-A1 cv-i 1&is cUPPopTC. 1ZOoF CLL M.L.gyzAT 6 f7L. 1.4 ebc.e3 is 0. Co&LL ZLZ.VA1 =4.7' . ./b.-Na;c. loscidbs A A.10.40...thi- = 14 I dka , 16, A\ =1/esit1 14-= s _4.3S. 4 H R ALL • • • • - 4 . _11 51/ pL,F Mrna = I Vas .t,.11;•.! 5 vo.5 in I } . 'F4 DR. kin-Ji...61.....1A DL4L4f / .... W 5 • lj A.. 514.1 lit 5" Pe114hi (ALL vavAii.pNis mgle.g.pr 1 ")) e Is MN- :.-_ 98,5 Pt- S: EA-- vIJ A Sc G. eovag- 1. IV 161L2 fcn (AL e eo 5, . cmo A a:zip-co 16= g A = Vrnale 16(0,417s r% 904 16S • / 2.1.... . Seth /"T. s3.38i0- 1*-`1N-sbx • 4.=)0 -FL- I bs c 1.110 • use Hroz_ Rt•I 13A-r S A75 I6s A • 15.14 int 16,1 A ." 6 Sc P S 7 - ts 4- 21.- 16% S z FONT Poop '3- 3 I S IPL.P• ki -c-14 • 11,S lokho to s - 24 ; 5E-Am ov PINA...tv 0/ Et...E.V IS WO R.ST GAS .36s A 4,.5 PLF bap 7461rtirt.lbs 6'69.55;0 — USE zo IC' • •• e" us e. 1F2. '64 . 1 n4 , tcP.F.!P•N. .(6.Le.‘e of.L..av_tvriows Vbn _. A hi- ....... . • r 14-. U5s. xi0 4 . iY1Er-, VArioN.S _ • F 4 Ilzs H 1AI -"/'2.4 Pd :1351 .f1;16% . A z. /.$2.•inla • $ L.: 19.01;0 • E. 10 H r2 I ( f) • I H....)11:?4 G.... _ 1 2;7.1k 11 • _H_P-.0segtiz..9.....5?.. - R.y_._121.4 Poox 51 heIlte4c.C/A L. L. E TIC . vma .. 1 LC' USE_ 4 H F2 • .MNPS r R EA &Eel) M . I u120_61 H Dig s, (#.1-L eV_ 1 I ocrfr bo.ax= gb 1 P 1 ' 4 F ...‘ A = 4 coe• 1 S • 2._ 14j4/5 ..P14713.AZ -E-1-71•111- I 'KITCHEN 14.11,1-4 (ALL' 51...ENA110145) P:1235* t 2 /Z P q ■./A r- I • 1...1 st 40e PI-Fr , -4 • F A Pa.b ac-e- 4, "P1 /8 :+ 14 = 4r, Pt.-F • • Hs114 x =. e •• • Pbzp V.1_0 ZS_ 50/15 TA 1.t15 lips A' 55.9,2jr Hnlaic Rtol-zw .1.0$ Mrn = sow .N:16_ se. &co in US E. 4x 12 C)FF'L P.M Y RM. SIA DING. ex 121•12. 11 • • waA zt III5 39 g 42 )&5 1.411' /4- j4 "10. wistiera` RED a • 3e/oint 1.-4 144_15_11; c L4E21 Mmu se,D) I lbs ; 1 US e- 4 )02 12E2 II F te-1 Wig_t?o 1.1 _Hog. CALL- LflQ±4S) 5- 5 s4r7 Ax3E321.7s_iiNI. L4 r• 9 34 PL1F = 1 4_1 b ft:165 5 44.1111_1 3 _ ---usa 4x IS i L ktuq. M 45IDEJM1k( .M. U.014 Ae.Ace.es_0LL L41 WALL 140.140141_D•akpt4 . 2)e to: ILT ID rl-F QIYNA% s: 4 5run c‘/'— • • - - - , C9E.A#LIbi. 1. poaApE.2. CLL vncas • TO t.4.1 77(00 PL_F Mr a 0 R•5 Sr- 1242 fro = ■rl-Na 18 49' Lips rielt* 1 435 PL.F" tArna,, 39 '2.`"Sir16$ 73 - 51411 E.yr . O72 ' 4 ,boo ---> US a. 4 (re fr- A) A RAGE. pp • ke-AP a P-e n 12.11.5 * ■,/r, vp.., = Pl'a r--- _13'LE:sibs . v B = 44 ti 165 • 5 Pa 6 4, := 1. )01..._5c A: OPS 2 C} rz a. A PACE... boo R- H /-* PLF e>38')+1: 1k S s . "114 /3E)4t- • 7 i j_ j /1-4 0 • ebb" . , rbt 9._ 40 PT tONA by 103t16s, A tqlm.ax S3K1.117s kb 5 I •f.■ . 4_ 7 ." 44 F:...V.4) 14( nroo • 73. •• 3$4? 5Wol Ja5 • • ......... • • • 11.1 0 - (Woo. WIIJDoW i1lt...4sa ® .. - LT- - Nwere_ 6111,1p . 0 L.1 Nom._ —QER C ( B V ' , - • � / 4 L X � I C v 41 L bs . A = 25 , 91 i n Z _ . 772 P>✓F VIh- 1744-ft.-16s ' - 1 — 'SUS E. 4 L0 DF2 .2 1- lia.t. -R1461E Noo K- 51.. G6. bR. MDg. .( LL e_l._tVATIONS [ 1 53 vn,20 X021 16s A: 1?2 int. Li '2 PLF C1.Ma.x_= 21,/ I Ips ' 36,415in; . "-'?U5e- }x12 DFZ G O GR L B.e.PM UNDE-R r.1 1c,_/ DIN . ft M L4± Ll. C...p•i0L VP 4'- 0" �!,n.a.,,..- 22 001 b s.: As.L... ,4 . 1 4 i nz•.• • W - I.IQOPLF _Mbia•c_= 2200 16s 5 - 30,.x'1• Ina ;i I ----- Us , 4X12 DF2 2 8 C BEAM BeLpbJ p.m ... WALL. CALL EA. _611- .. , = ' -O" �/1,n °_ 6 s 23CPL2_Li. _ • It W= 917 PLF MMax = 2 8loG E►_:1.1ps S = 3cr).ql 1 in • ii -- SUS ...4x - 12 Dr2 i 2 ° l 1 l 'CRA W 1. BEAM eE_1001 CatiteL6/t.INLUACe_g...M (#1-Jr t1._P.Sel ! ,- zEsf. Vtra fJ14_4.16s_A = 18,06 ire • Ll I.J = 550 PLF J�.I�►iax = I I f 165 S= I(o. 4 i n'' If , "•-* 4, Use e, pp, J '11r le) GR EM 81= 1.2W__EN1 .__a.1... ' ,1I IP= ISet* V ` -0 - 359 � 126/40 i ro-z.0.7pL.F. t w= 47 s P LF I _ I ■ t . . P : ja 4 . 4 �, IL I.i -6 r3 w � /2 ` ill C W �.N • ∎ 4 37,2. - .E ` ' 1 1 Minix A /Z,,. 3._ . • V5 = 1/95 1k Pa 6/ c 1 108 _..__..._....__......... ___._..._.__ L'tell- 1 1 6, 104 US e. zix 10DF . Mr - 3■9•ft•i6s S a 42.41 ink - • to 4J ASTusE) sip u4,-tiog 29.149i n2 PACIFIC T0: Re/Max 19201 Renton, Neehingtor OS 55 Attn: Tim Burkhardt cc: pacific Northwest Tit e 116 washin ten Ave. N (Cent, Naahington 9803 Attn: Jsan)13040920 Dreamcraft 312 E. Meeker St. went, wssbington 98034 Attn.: aa.lkea NOITNI4ST TITLE COMPANY OF MAINUNOT0N. laok Third Avenue, Amts 3800 Seattle,INaibington 98101 (208)822 -1040 S IPPLANANTAL TITLE REPORT INC. Your Ref. 140.1 Dr..,.erels Seller: !Clinker Corporation NortgagOr /Purchasers >3reamoraft Our carder NO., 340700 Supplemental No.: 1 The following matters effe4 fbs property covered by this order: The legal deaoriptlon trig been amended to read as follows: Lots 1 through 11, inciusive and Lots 25 and 26, City of Tukwila ACUndasy Line Adjustment No. L96 -O017, recorded under ltecordina Numbers' 9501050589 and 59011209L7, being a portion of: Lots 35 thro.%gh 39, in luS2va, and Lots 42 through 60 inclusive, Block 5, and Lots 13 d 14; Block e, plat of C.D. IEilliven Meadow Gardena Addition to the, City of Seattle, Division ¥o 1, aeeord3wg to the plat thereof re in volume 12 o6 p1.Ce, pages 64, in Icing County, Nashi� gt xrecept as to the matters reported hereiasrve, else title to the property oovexed by this order has NOT bean re- examined. Dated as of may 29, 1995 of bm /4i93V 5:00 a.m. PACifIC NORTBNEST TITLE COMM by: Nike 'Markey Title Offiasr .-gt ,t, t NI1 .LMNd I�1ri6E : 8 1 98-81 -9 1 RECEIVED CITY OF TUKWILA JUN 3 0 1998 PERMIT CENTER 31L11 AN 1 AU .1 5 City of Tukwila Department of Public Works TO: Permit Center FROM: Public Works Engineering DATE: July 23, 1998 SUBJECT: Dreamcraft Homes - SFR 12051 - 46 Ave S Permit Number: D98 -0231 Contact Person: Vickie Martin Phone: (253) 859 -9697 NOTIFICATION OF UTILITY PERMIT ACTION THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JULY 23, 1998: JJS /tkf PERMIT FEE Allentown Water Connection Fee 3,968.00 Allentown Sewer Connection Fee 6,550.20 Access 25.00 Sanitary Side Sewer 20.00 Land Altering 55.50 3/4" Perm. Water Meter 260.00 Storm Drainage 25.00 TOTAL: $10,903.70 Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the . permit file. CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans Finance Dept. (with copy of application) John W. Rants, Mayor Ross A. Eamst, P. E., Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax (206) 4313665 To: Dave Grage Date: May 18, 1999 Title: From: Alice Deacy Company: Water Dept. Title: Administrative Clerk Aept: Division: En iveering •• TRANSMISSION RESULT REPORT 1'' (MAY 18 '99 O4 :O2PM) l TUKWTLH DCD /PW Message/ Comments THE FOLLOWING FILE(S) ERASED FILE FILE TYPE OPTION TEL NO. PAGE RESULT 059 MEMORY TX 9 *- 5753404 05/05 OK ERRORS 1) HANG UP OR LINE FAIL 2) BUSY 3) NO ANSWER 4) NO FACSIMILE CONNECTION City of Tukwila Public Works Department/Engineering Division FAX TRANSMITTAL Fax Number: (206) 431 -3665 Fax Number: 575 -3404 Total # of pages transmitted, including this_ cover sheet: Sent by S I (initials): AD I Subject: Dreamcxa;ft Homes 12051 46th Ave. South (AUTO) F0 Loord. (ow PLAN REVIEW/ROUTING LIP ACTIVITY NUMBER: D98 -0231 DATE: 6 -30 -98 PROJECT NAME: DREAMCRAFT HOMES XX Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter Revision After Permit Is Issued TUES /THURS ROUTING: D B I 'Id'ng Division &I' it Prevention Structu DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ❑ Incomplete ❑ Comments: Approved ❑ Approved with Conditions El WR•ROUTE.DOC 6/98 Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) CPS Planning Division Per mit Coordinat r DUE DATE: 7 - - 98 I Not Applicable n Please Route ❑ No further Review Required APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 8 - - 98 REVIEWERS INITIALS: DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: City of Tukwila Fire Department Fire Department Review Control #D98 -0231 (511) July 8, 1998 Re: Dreamcraft Homes - 12051 46th Avenue South Dear Sir: 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. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 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) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Yours truly, The Tu wila Fire Prevention Bureau cc: TFD file ' ncd John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Faar (206) 5754439 REGISTERED AS PROVIDED BY • LAW 'AS. . CONST CONT GENERAL • . REGIST. # . , E X P . pan, CC01-:'l•, MJFHOI *092DA 10/01/•1998 EFFECTIVE., DATE 03/01/1991 .. M J. F HOLDINGS INC • 215• E MEEKER • :;:; KENT WA' 98032 Signature .L•— .�.���t�- Y ' Issued by DEPARTMENT OF LABOR AND INDUSTRIES SEPARATE PERMIT -REQUIRED FOR: �• . ECHANI CAL CTRICAL WING CITY OF TU r + `. BUIIDII4G� IQ L,N understand that the Plan Check approvals are C ro s at e �t to errors and omissions and approval of any not authorize c.;ola. o subl B of con n- tractor's copy of approved p of adop does rdinanc 'eceipi plans adoPt$�' hod? ar o Ions acknowledged- ALAN t #C�. i Ir is L . FT SIDE 1/8" »f'� bi1�EG T ,E, 11 w/OPT10w-L. Tv. N14I4E BIB -la 2 %. "I YY. 4 R/5 ;TRIM 51 PIN& pER Bt.I;7R.25 SPEG'S IZEt lz ELEVATION .I &HT SIDE ELEVATION CCS Cmg) 4 CCS 1 1 J\ -. ■110 -°' J ■NE A l ilU EM EM MEIN NIEtI IMEMMIN®N MINELAMMINIIIMEME IMEIIMMEOIMINEM ik II •1, IMMENSE 11101111, AIIIIIINEEEM ■MME ■E IMEMEIMEEIMMIMMIN MEMEIN ITZIPIESIRMI IMAM ALTERNATE PLAN 1/4 " ¢l'- " SEE S1-ite.T.5 OF 7 FOR ft TIER,.4 AT't . 44 CA$Ii�Ie T eLevft.TioNs. S* .. . FL QO . JC?I 'i'S 1r72 � a; . ).Fb71175 STUDS 4POSTS_ . , H Pc s.4o5 BEAM` SI I.E.ADER5 WF'2.- ' !'v ='I5 �' F6:` $5'O tI ; DF 2 ry 4:95 Fb= $75 RA. 1=TEAS' HF2 F'vz 75 Fb=I2.7O • t3LSit>)J VALU DEI tV .O FROM TA51 -ES 2 23 AND ARE. &IVeN -tt*i POUNDS PER: sQ uARE I i'1IGtCOL.f► rsr 285 Fb zso$,E =2"cit? L Lu — L-^ Fix UPS Filo z400 .E�l.Bxia cox or I 65 ) Ft, -1350a E= i•li,Ktov �rs4^ s EE SHE w pO Fo S Hi t 1.. lc IIf: L ■ ■IIIMPET ESrt ■ .. ' WW IIMMINEEN ■ Mk t A sounwrommuummommi ,UI IUUWU L MOM 11111111111. litr 4° s1 IVi Nip SEE: ON REF r.4-4 Cz)4° 5° QTx. R ip; TRfi1J.O ! 4x 4 IUU" -fit 4xtr (- '# °1 °5 >1�+/ IM PACT 6AgRIER ELEMENTS4 sut%HE5 / I £Ia . ..,e2rerlar / 5 {8 • T aE IX &IJB@ COMMON WP'LLS coNI- TO UNDEt -5IDE Of RO r SH EAT HI N6 1.- /./W> 5 I i , I - -- _ _ _ _ _ _ _ — _ 0 I(6 `' oL it ___ __ , r--- - - - --- 1 !I & H.2 I I Ira° '3 °O.H.D. 1 B SpkR1144 '.I i.li - SEE PE- T.ZWT. SEE. DE7 5HT. *1 13I4x 'a IaN L sl LIME. OF bA RN.pe MI -LP M(fb = 2soo � t.x r13. SEE PET. SHT 1 48"x 1" 24' (7E0- Recess MP►NTLE` i'''o "L 4x i s vrz '50 5 MASTS 2 - AN M IN I 'H E'C"'s 41, pr2 4 x0 LAZY 5U5P+N l? r -2 5.e. gL . &L. DR 4' t (THEN .:CAe1 #ET EL EVAT N I / C F4 (SPACE 3 " .� 8" -to " Llt. :F_ F t,"�Oi`- > 5ovI I 4 °V 5 °405 5L - GL. PP s 5U' -© " vAR�V? LINE WITH r L TEPr ATE KITCHEN C•1:5IH ET Pi- J 4x i2 2F2 5° 4° x FA M It.7 tzO7t- '_0 " 21 2EREGT v'EIJ1 F/' I E&t.ts .JELr INS ?A LL PER. yd pM F6. 1:711LEATION5 seise 5 -9" 1 d =-3 " x s o A id ,�. 2c W A LL CA°.Ix.E ] sn Jft it � Z•3(:11 1 3 ©" I Pg..] Dart HA IN O PTI O NAL N N IGI4 E to Fig EPt.._AGE 0 t/'4." - /' RECEIVED OF TUKWILA JUN 3 9 1998 I AF PERMIT CENTER MIN Ft, = 98,4 s, UPFEIz 'l 83o 5.`P.' 6A'R. 44o s. F rc3 0 06) CITY dF TUKWILA: JU.N 3 0 '1998 PERMIT CENTER 4 6YPAs_9 1 " 4 °ASS Q S 41 i /z." *1-m 4x8Nr2 4° !xa .i ■aR. 11111111111 s4F 1011111111111 3E-P 'M NOTE SEE SHEET I4 6'..fpF 7 FOR SHEAR' WALL SC.HE:DULe' 4x8Ni=2 i °X0 36' —c," RECEIVED CITY, OF TUKWIlA cViO JUN 3 01993 P u 19S PERMIT CENTER ,o8 NO AN 161. a pia 1H(2.1 -e WOOD 2= + -- - - -- I I r L'- 8 ° � 4 -O i - O'� 1 4r -�� 5' -O" I s ljf f - r r f -- 1 r l - t r 1 - r F i t r i - t 1 1I l!1 11'I ,ii Ii ill J_ _4 �_ -1 I- - i- 4 L_-1. — I_ ____L r __ f _ 4' -2" ` 4'-2 � " 3Li v1 �. ∎A &U4 1 . 1 1(2)'/ -il• d BOLTS TO P05 t 5 /8'1QA• BOLT I 1 C Co" SUNK EN I FLOOR I I I L -- -- _:.--,t_• - .°`' 1.-IOTE SEE S NO FOR HOLpOWN SCHEDULE IV-a" I - 4 " J { FRAME OVE(t 1 UNKEN FL. @STAIF -S 1 50'-0" 2x8 {-lF2 FLOOR JO &ko /TYPICAL) Bc4 "Um) IC. 24X48 ° x10' CONC. FTC. 9x8PF2 - —} NOTE : 5TARr LA`1ouT PIERS- I "x 18'xe C NOTED) -%' POSTS -4x HF2 (4x(, ca BEAM SPLICES} BEAMS- 4x IZ PPS F2 EXCEPT WHERE NDTEO FOUNVa.TI ©N vE_Nrs TU1 . 0 ..15 - >'S 4 t. CNT'L 2' -0" Fog- ri P POST Ta sU13FLlz vtimair mm mm 4 5 I 5 4.a � Ito" FUKNAGI= 4 1` - OUT I L .1 r AuCONC. SLA SLOPE 3" TO DOORS r7P- DR- AINPGE 501.0" c0 rOUNQ.PTION PLAN 1/4 t'- 7' L_ 1 STHDto LINE OF C. "- FDN. FOR- 2-CAR GAR. CON"T, 1(0 "x $° 1 FOOTING s14D14 g 81 -311 ( AY '-4 14 101-4 " �1♦ RECEIVED \\ \ , CITY OF TUKWILA e, V ` ` JUN 3 0 1998 '3 1'56 PERMIT CENTER , J t 0 cc z .3 7 w z w g G SHEET NO. a3 DRAWN DATE 5 -23 -9. SHE TS JOS NO. PLAN ; NO. ON ill 2 8 1 n 12" STF11D 1d- c o communom moue. L kat lo soll or Oda. WNW • 34d 2. Bashi, la jamoommil naiad 24d 3. 1' a 6' (23. x 1 32 row) mallow a lots to ark joim. km ia6 2-Id L Wlda daai'> rY (2Strts132 us) aWkor wads Oa. boo ail 34d S. T a1 rrtaNnearas joa of Nod ad Lot ad 2.16d S. - f k747 a wpwor Wo�d . ilir.ctd p.. h 3.140 pot IN{ 06wa1 S. Tatoptwr a soot sod kW : 11641 S. Sold solo plat 44d.aarist2- 161.dtri I D a r l a I . d r . boo m a l IL ot24 (it6 W os. ia r i g4k.1 omit 16dr1f i s Lw II. > s" jela•a'Pd•a1oPWu.• - 34d l 2.tiwjrdttioM!! - Mr6'.{133 ma) es. T09MWS +i�t.sg�{ ' 2-lid 1 4 Caa o0M4Modr:MS}litwt lida116' HOG mass. dryaade 13 Cams yliloio$mo.a I 34d 1t Cwdrrr asdtraaW. mama 6-Id i C .16.4j¢Nw4io�nvt}.erpip.Aiorrp - 1 16d II CciCasq jrp wpsltel mhos.i a mol 3.16d S. ksA:r a idw,rrr " - - ^ 34d 20.1'123r0 Mso.ts.d'rEodlk... tots mil 21. rirrcis 203 am) rtl..iNyoriw wadi 1su1I-I r1 '. 2441 22.' 'Odder d m2.xS 23.r 11263 ow)dMdas alma tooting. hoe ail .. 3441 U. S lk...y oorr a.d. lid at24"(ilS l.s. U. Boa, *idrrid Mow. . 20d r 32' (113 autos. ead boom ad oayiet.l ref or/ rsh. 23.: T151 mad plank. ... 2- 161 rom abewiy 26. Woad MrowratMme4 sod irdd.is.,d 3 Sobiloa. mead aali .kadly Go trsrMyk (I Yd . 23.6 am) _ ; ; 11412" U. ; t0' a I !.'.1.4. 10d at 14' Co ahirwioa soalogroododaysom lw llom ailr 11 Mir. 234 e) ltd sod iota Us 1 l ia , 1 r 4' 1841' g SO 22. P..d a twwio/k th1 ( W alms 641' I h'OdnrO Id+ s 211. 1 Ito l l3 Ma. 11 . , Ha 16pi n isi 00 W AL 11 e . _ wit...! 21. I.rdr f .disc - . Its 4.0. SIN DRAWN DATE 5 -23 -94 SHE TS r MamanaoqrrM mad sump wham Ober i.oawad. WU wad M6lsckw032 roweakanow.0.0. 12 Loa {IOSA.4 na.iaea.��aroa.oq�6Mdr {132 Waa9aopIa niatoamo am 4liodhoo (l2 lfipadr mom tot sans dome! Mwawai pod a doloddiserd .lad Nam .aa du *S.ak.231i3.2WY 1 vall airailrl{ Bay I.carrsa.tea TAILS 2410 --4AIL G fCHE41( E !Carr.. irlcdoogd irak. -.. Mai dry Mkt dt. rdawor..sadS.cda.232i.1. 'i M •d03daamiNawla .YO61nW6k bes(I aadoser4 t=iii.themt mad mdbm$1 S (llwa ) Mod mod l' (31mm) I moy 121ar2 11411 14i6rs)YSyilor Isti itlb ta mso1 ftatrYd komgvi.wota 11.a1o. ... ¢Mdadomml /k fat flied(13W diodiog al doa �yPed ge )aa.raedt mihonaYa matotSooair �a•V too al ISboolms142Wmad226440111611.011amoodmaloim too ky .Cdaoddatyrdadm telwrietartdoll War or Addis& otp eosit laoiaa {IS2WY pod a4ya. 52%dm Ott Wrlow (203 W r trods�a.a 1126 bast (410amj.C2014 ek ar ada o wad Coast W ao ford Wpm. 13 imam aa d Lbw ieppwta OI3L. 2 x I2 13EL0IJ WW00i4 SIPES III I !I!!1iiI Ii1!II Ii 1 11 Iosiilammamolf• iummiamtitlmium{mmotiiaimimsigi =iiilmsnmstolimmiamilile i e ' I I aw111=11. l :.30=1: aeirmiIL=.11=: 1111 tillit�i � JL AL- -9 LP u1ODF Ax 1p DFI W /BG44, WICl2)Ilv4 Urr FL0O- FlAMIN& FLAN 1 4al = I4_2ft 2 et'' CA NTI(.E.vE(2- SOLID 131,061e- IN & @ P2EPC 4& -TYP 24"6 3 U" LF Z7 SUsfN 3 o j d X 21 " O P T I ©P.JA -L 2g4, Sp F FIT I so' j EfZNATE 1 CANINETS I /4 APPR \IE AUG 3 1998 rNII'l DI VISION Li." L."2 d` SU SPqJ RECEIVED COT OF TIUKWiLA .Wt4 3 0 1998 PERMIT CENTER airass4'ti -., : sson mamma .., : . • • AA., • SSW!, . . - • •■.- • •• Seta TI!tiFFCReSSMILIABE ,,,„.4A. -. =cm.. _ ialLa Efit r1.?; . /AMINO SILL PLATS ...g. 6=124135 I - , SOS SAIL ..,.. te! . 9 - .4.-......... we).-- e ca(E,12f ri.,..496- ..,•_ • • t-€�' AO i,' twz_ 0, t, .' - • _ • e463:1 • • ciieri 4.4431' (L) 0 by oc s. _... - -4 4: . • 0404" &CM' 16:143e . . ... ., . - . • . . , • --• - . .- . • • • • • . • . • . • 1 It4CIILS DORIS K • SSW!, . . .2.. : 1121/21 • - • =LOOM STOD . &Sepia S ' HOTDOWN • SACS= BOLTS ...............■.... YE...31b1 R,,i "g17:- • -•. °511 4 1)14 )/4. - • • • 1 - • ' 11 . 1D 10 AO i,' • L'aTA, tb)104e . .ZOttfrie.r. 61-1 s Ac..s mtc.'16 - 6.4 T.? - . . • --• - • • • 1- CM Pa:4 • na...121B. .109 l'yedlICSS I SHUT DAit : 'ritriSSCS: Or 1410 212T0 3.0. &YWIW000 W 111UCE:R ENGINEZEiS STRUCTORAL 'DESIOU F4. PQ oS rtecvo. EaSerxi 'ROO urio EXTEND /..x TAILS TO WA. LL, PROVIDE FUR-R.1W, FOR R-30 IN5UL H 2)11 I-1F 6012-N E SET 11 1111 1111111 ,1=11 111 111111 12"0. H Silo. H. 24"0. 16 H 1 7-00 r F IzAtvitt PLAN - 'E' E LEV 1/4".v. 1' -o" Ir-USS NOTES 11-45TAL.L. 4 812.AC. e, FE. F. riA 1=41.1 F. S P - NO FIELD MODIF IGATION L.JITH OUT PESI&N EN&IFJE.ER.:5 APPR-OVAL. ElAt.INEE-F-IN& ACCOMPANY APPRovE0 PLAN5 rta.TTI6 VENTILATION iO2 S. PT 'P")00 ---- .Co 4 5.F. REQ'D. vENI 151.0Gle , 06,54 S F EA 1.83 S. F. 1.17A.151 V ENT LIES s, 2,15 S.F. ACTUAL. VENT AREA 4.08 5.E 18 "0. H • RECEIVED CITY OF •UKWILA JUN 3 0 1998 PERMIT CENTER oF IMO APPRO A116 3 19913 Des rt.) t 4.0224 I N N. 1,514-E iNfoL.E140, CANT MI!,teO LAM #`'l 8" 1YPi~'X t #.! QvElz gS (OPTIPNAL 3'bx to'fy6,145) TO UNDERSIDE OF R00 F SHEATHINt -- GA RA E 3 l4 "©S6' /10d 4' GONG • SLAB h1 /3n Iris�' SLOPE TO FRONT 12 a:a. tN Fll:i.p 2 4 Pi. MUDSiLL WIiji 1 /1.. 10 1 ," N6t4O �aLTS� C 4 "'ou 0 . G.47 Fizc 1`t EN(�4FPLa uNLtss NOTEo 67H W 1 ,E 12: 12. ry - 2 -- PLATE } t8" N1IM. LA P) 72, 1D 1E -13 INSULATION 44 /VAPOR 13ARR1EIZ 515 "2x4 STl1Ps c! 1(0"o•c.. 2x 4 15111. FL. 2 -2 x 4 "Mr PLATE. (48" MIN. LAP) "is/ ltvci EA. DBL. Toe PLA ?E 3 /t ". 14 / 1 l tata'ne .4 - E D6 e. 12 FUEL 2 x10 HP2. s° Ito $ i55 /8"2xi. sTL1 5 e two •4. 2x4 DOTTOM Ft- F74&5. T it-e$1 O 4 UNPIS MIN. Wit. 13IzARlN VALUE= / 0 2� 4 GARS CDNT(`'rTc 6AR CONT.eToP '‘s; 14,444. ' Ili ; .TIC,ALSC ICo %., TURIED SOI *4 VE PS FC1�Y 17 R a v CITY KWIL ' 8 p P P JUN OF 3 TU 0199 pUG 3 1998 j;0i S1O — PERMIT CENTER N tJ 4T S: hL I' /2 " coNTINU ©US H, Nc IL., (-ETU -N ENDS TD 4, L L MiN. l'!z" GI.EAi- - MAX. RISE 8', Mihl. I UN 9 M IN. HEAPRaoM ' - 8 11 - 2 -'Lx10 ST - N&61 WITH 2x4 STF-CN l�E„a.G F E$LDGK STAIRS DNGE IN MIDDLE O F 1=U 1 5E71-MEW STRIN6Eg5 4' -LON6 RUN 5ETWEEN STUDS -USEABLE SPACE UNDER STAIRS TO DE I -HOU - FI g.E CDNST. 5 /8 11 TYPE' X'GW13 TAPE =D 4 FINISH ED, TYPIG L. STA'Ifz-- SECTION l/2 = I -0" DL1PIL tirtf et. um) w/fAJEL 1 aV4 cFAwt. , PLY o 111 ftwl Hap 41u. emit, e PY jot Co11TIAloU4 Ta fZ ApA, rATto 1-IfikT144 WO' HII4• I-4/o EXf- 1 8d 11sn-s Vox- EA. W.&( -D Au. tt,;I 6,1101 r 491+ r t oF- Z- 2x Mut7s Owl. 344.1. FA. 4 j4) 2x 12 RA FTERS @ 2•Vo.a. (x-30 INSUL.Ark7N 4 i�A PSPA e G lpE R1E � INSULATION f!) TD MANIA N 1 "MIN. AtKSPAGE VENT 51. EXTEND 7RUS5 TAILS V 2x 12. R- AFTE.P-5 12 MAN UFACTURED STAM ROO TIZUSSE5 "e.�. U LPN& S E6T1PN 3— 5 l/4 I' —O" 12 COMPOS ITION RCk?FIN6 OVER 15* FELT OVER " /tlo" SHEATH INex w /84 04:0.4. E.o(ES, I'Z•o.c. IN FIELD lNSUL. 5AFFLE VEMT 15LOGING SIOIN(' PER 6LIR.'S.SpEC,S. OVER MIN. 74 P1UIt.DWG PPFER ' /f &O.S.g- SHEATH II•IG. ' 14 /84 cGo"o.G,. EDGaES, 12 FIELD - TYP"UWLESS NO TED OTHERWISE 504'16 PER l3LD(tS. SPECS. ° V ER. M rN1. 7 # PAL D6. PA PEEL 16, "0. S.5, SHEATH 1646, i6 w /8d ,"o.c E D('ES J I2'o.c. FIELD -- TYP'..UNLESS .10T ED oT HEif,L.4I POW t r S t12P A fib- Su t,,iktEt A . r4 i 4 i r rof. 141Am