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Permit D98-0234 - DREAMCRAFT HOMES - NEW SINGLE FAMILY RESIDENCE
D98 -0234 12088 46 Ave. So. JJreamcraft Homes City of Tukwila 1 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor DREAMCRAFT HOMES 12088 46 AV S, TUKWILA WA 98178 DREAMCRAFT HOMES 215 E MEEKER, KENT WA 98032 M J F HOLDINGS INC 215 E MEEKER, KENT WA 98032 VICKIE MARTIN 215 E MEEKER, KENT WA 98032 ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * *** Permit Description: CONSTRUCTION OF A NEW 1,814 SQ FT SINGLE FAMILY RESIDENCE WITH A 660 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: CURB CUT /ASSESS, SANITARY SIDE SEWER, STORM DRAINAGE AND PERM. WATER. METER ***************************************************** * * ** * ** * ** * *** * * ** * ** ** * * ** * * ** Construction Valuation: $ 146,764.62 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: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End. Time: Sanitary Side Sewer: Y No: 1 Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N **************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 9,464.21 *****************************************,************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** OCCUPANT OWNER CONTRACTOR CONTACT Permit Center Authorized Signature:_ Print Name: 334740 -1390 12088 46 AV S NSFR DEVPERM V -N 001 North: TUKWILA License No: MJFHOI *092DA DEVELOPMENT PERMIT .0 South: .0 East: Sewer: TUKWILA Slopes: N WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: .0 West: Streams: D98 -0234 ISSUED 10/07/1998 04/05/1999 DWELLING 1994 N/A .0 Phone: 253 859 -9697 Phone: 253 259 -9697 Phone: 253 -859 -9697 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 pr Signature: � I 7 J� Date: 10ji /q.. (206) 431 -3670 Date: id _�� 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; 12038 46 AV S Permit No; 098 -0234 Suite: Tenant: Type: DEVPERM Parcel #: 334740-1390 *• k*•• k` k- k• k**• k• k• k• k*** k*• k**• k• kk**** k• kA• k• kk***** k` k* kk** ic* k: k* k• k• k *•k * *•k•k•k•k ;kk•kkk•k*•k *•k*kk 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 :. hall.,• be' ab :t.a;:ine through..,,the Seattle- i:;in0 'County Department of Publ ic'lIeal th °'Pi- Jnbing l l be inspected by tha,t:4gency, .incl;uding, all ga 4 .4: pa,ng '(296 - 4722). 3 Electrical permits sha ll' be obtained ,thrc ugh :the - I ash inaton. State Division of .Labor 'and Industries and ::al l,elec.`trical work will .:be inspected by-that l ' agency :(248- 6630) All mechanical work shall be-under separate permit issued. by the Ci .of ' Tukwi ld.' ' y; All permits, inspection reco,r ds, and approved p.lanha _. e avai lab'1e at the job site' `prior to the start of any ;con -. strurtion.' : ; These documents 'ar,e.: to be maint'ined and,,,a'iiai able' nti'l final inspection approval is granted. 6. All constructi''on to be"done 'in conformance with approvi.d „.,. plane and requirements of th'e ",Uniform `Bui,lding Code'. (1'197 Edition) as amended, Uniform Mechan'i,ca.l....Co "de (1997 Ed•i and ',Washington- ,Sta:te Energy:Code `!(1997. Edition). 7. Any :expose'd Insulations backing mat'eria°l,.shal l have .a Flame. Spread Rating; of 25 or -'-le .s ial ,•shall bear i`dent I iea;tion 'showing `t.he ftre p'er:formancew'ying thereon 8. Validity 'of.`• Permit ' The - ssuan :,e, a' e•rm -i t or apprc va l o plans., specifications, and comp not be „ con, -` strued 65 be <:,a' for, or an approval-of ,,,,, =any .viol ion of any: of the provisions at the ; bui;lding ,, ,co de. or :at a'is other`. or di nance 'o,f. the jurisdict;�ior . iNo per ni;lt, presu ' give a to violate or cancel`.";.the'' of this code shall be valid'. 9. There Shill be no, occupancy of the bui lding'(s) until t final inspection- has been completed by the Tukwila' Bu Inspector. 10. Notify the City .. of Tukwila,. Bui°ldi,ng Di,vision prior - to- placing any concrete.. This proceduris in addi0gn` to any requirements for sipecial insp'e,ction 11. The applicant must noti.fy_...the City util.,it ;i'nspector at 206 433 - 0179 upon 'ommenc`ement, a completi =on of work at least 24 hours in advance.' : All -- inspection requests for utility work must also be made 24 hours in advance. 12. The storm drainage system downstream of your discharge will not function correctly unless the entire system is in place. Individual lot owners will be required by the City to install the portion of the system associated with their lot. Applicant proceeds at their own risk, as the storm drainage, . system construction sequence is determined by individual lot owners. The City will not install the storm drainage improvement identified on the plan dated 2 -18 -97 and approved on 4- 23 -98. If applicant desires to complete any or all of the storm drainage system the City will issue a separate permit, for work in the right -of -way or on an adjoining lot if easements are secured from the lot owner: 13. The .sidewalks shall be installed per len dated 2 -18 -97 and Status: ISSUED Applied: 06/30/1998 Issued: 10/07/1998 approved on 4 -2 -90. Any curb cut access shall be done per City of Tukwila's Standards. 14. All conditions associated with BLA L96 -0077 shall apply to this permit, 15. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities. 16. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 17. 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. 18. Hauling over 50 . cm shall re , icatian for a Hauling Permit prior to any ass.ocl ted arkiv.ty 19. New construction and sukstantial imprdven any residential structire''shaW`have the lowest'w"V•110 r, including basement, elevated to a `rninimu,m of one fovr,,above` the level base flood elevation (100`,y'ear)' All buildings °will• `be .constructed and certif ied`,as b u11,t at or above. e evat i on .•shown on'•approved 'storm drainage dated 2 18-97, an`d on 4 -23 -98 (NGV Daturn .1929). 20. 20 E r areas below the 1 owestr f:lopr sha 1 1 'be desi `t d; automati'ca•:11y equalize hvdro'statit. t.lood forces. Ar piiminirilir, of two having a 'Total net'area of not `les• than byre. square= inchz for-�every square' foot of enclosed areas .subietut; to f�<l,'oodi ng shall be' pr�ov i del;" and .with the bottor'h,of < 'a•lT operAngs no higher thin one fo above grade. Openings may be equliped°;with screens♦ louvers, or othe' coverings or ;devices provided `that'they,_,permit the autonyati entilv ar,d raf .floodwaters. j . Anchoring,., -A1.1 new. conztr ucon andi subs,t.antiai improvements shall be `anchored to-- preve flotation collapse, or laterti.a' movement 'of the struc't 1 ' ,+LL• , Jt M 22. Land`Al tering'`, -<lto . be car ri ed rout -" in, accordance wit the• 2 -18 -97 and apprd on.- 4 2 3 =98. . 23. Downspouts♦ ... dri;veway. patio and'�draage.- from other impervlous areas, shall be collec in an,,. ; on; site'ser'dp� drain, s,yst'em. Drains shall be 4 min °di`ameterr'° PVC schedul e, 40 or corregated po l y ethaly.ne .pipe wth a smoot ir�ter�ior� _wa11. NO "AD,S flex pipe.. Dr`aSin4 sha,l1" be i:aid .w <' a mininiurn .1% si pe for discharge to" loca { ;on approved by Works" Dept. Downspou shat 1::60t c`of nect to footing :drains. Footing drain` and downspouts may share a single discharge pipe downs.tneam.,uf'lthe lowest `yfuu;ting drain ; ;S •. ; ;a ^4 24. The City of T ukwila h.as a n undergron`d:i'ng ord1inanoe requiring the power, to 1 ecommun`i cat and ca,bl:e� =ser.v l ce lines be underground from the p '� . .t ._ .� pole o'i`n,C`:. ri��:; � a x>! r;.e �.0 ;i,q ri, an the t o the house.�.......,.._rF. r Water ,Meter Type: Water Meter 'Siz Oman t; : Work. Orde r4.1,N ot. D98 -11234 ISSUED 32088 46 AV S Applied Date: 06/30/1998 Issued Date; 10/07/1998 Permit Nn: St.atus.: • Site Address:. Location: Connect i'a.nFe, Install ,Dep'os'i't: In 1:. Dep.Qs i t: P 1'a n R N t i ='e w VP a e.: • Iris eE€ i an :KF =e.e Water Ttnrn Special 'A essment :;+ Other f v; ur 4 TOTAL. WATER`y 1ETEf�. FEES =:. PUBLIC . WORM ENS IEEER APPRU1lA £�, `Y MATER METER SUPPLEMENT DEVELOPMENT PERMIT Project Name/Tenant: ek(41/4 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) El Deck(s) - Covered & Uncovered ❑ Residential Reroof Value of ust uction: o 14 r 'pl q0 -1 '.V? / Site Address: �� /goeit3 ,� ((ti1 0,, c � State /Zi vCity l t , /r (p Ta Parcel - 3 `I J �I o Number: - ) r1 0 , cf., ( Property Owner: .1--- CnQ Floor Area Ratio: (total floor area of all structures divided by the area of the lot) Phone: Street Address: 3 t tkee ke(-, es< 4 tA)(\ c1 City State /Zip: 3 a Fax #: f3f? .-I- 52C8 Contractor: �� 1 13 1 F f7S ln( - Phone: C am ) S I - i — CI (D ct Street Address: J X 15 E Ate-i. er 14(4 l,Uf� O O City State /Zip: Fax #: f ,) SO-I - t5 c, Architect: n IA Phone: Street Address: City State /Zip: Fax #: Engineer: l� ph -0 e f oc i w-te s Phone: ) (D - 5353 Street Address: S -t 1'L '` Pt- SE . n o r - 1.01 City State /Zip: C IRCO U - 5 a u Fax #: ( a5 3> c4931 5 Contact Person: V( ckt� fi r.l1n P one e.) — cl to a7 Street Address: X15 C MieRe . , kp.n+ 1.1)n City State /Zip: cl $03 a - Fax #: (a3 1- S Description of work to be done: Ivt,uJ Q.Or\S cy1 Sll� YeS►�C.�s` 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) El Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: O 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: 1 3 ij' _ sq. ft. Dwelling • sq. ft. Covered Deck(s) (P•(o!O 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) "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. 4 w hy tsae OR STAFF USE ONLY Project I.umber: Single - Family Residential Permit Application 8 -OZ CITY OF TL,"(WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Permit Number: Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST. FOR PUBLIC WORKS SITE/CIVIL PLAN OF THE'FOLLOWING :- (Additional reviews shell be determined by the Public Works Department); ❑ Channelization /Striping ® Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: El Land Altering: 0 Cut cubic yds. End Time: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ( Size(s): Size(s): Est. quantity: gal ❑ Flood Control Zone ❑ Hauling ❑ Moving an Oversized Load: Start Time: ri Sanitary Side Sewer #: Storm Drainage • Water Meter /Permanent # ❑ Water Meter Temp # ❑ 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: / - 30 of Appr taken by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM SI'PERMIT.DOC 2/13/97 Size(s): 0 Fill cubic yds. Schedule: BUILDING OW ER OR AUTHORIZED AGENT: Signature: I ( 1. l .1 14(71 t ,. I� (�" 1-- • c(.�, . l _ �v, D I n f ..). (l `t l Print name: f -- I' 1 l (' lvi. P y Pl,lt' I '� r-, one: Ph, .)S b��c1 q fn Cl 7 Fax I Fa 4 - 1: , -I - -) C?$' Address: ''.) I r> .L 1‘. u v' City /State /Zip: Icey'\.i1' 1,01 £1 t' .j-- SI L - APPLIC ' TIONS MUST BE SUB ITTED WITH THE FOLLOWING: r� p r DRAWINGS PREPARED BY A ti 3ISTERED ARCHITECT OR PROFE, ONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ALL AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED A SUBMITTED 3 ❑ Copy of recorded Legal Description from King County 3 ❑ 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. 1 ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) I ❑ 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 1 ❑ Floor plan • El Roof plan ❑ Building elevations (all views) • ❑ Building height • ❑ Building cross - section 1 ❑ 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). 1 ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. 1 ❑ 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 ". Bullding.Owner /Authorized, Agent .1! the applicant is other than. the. owner,. registered architect /engineer;;or copttactor.`llce by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this perm applic� p and obtain the permit will be required as part of this submittal. s . `; += ? '. ^ I HEREBY CERTIFY THAT / HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 . „ Cl .OF TUKWILA ' ‘' A-A**4**A"k*A3—k l'ek4******A **A***.A..kit*A**Alt****.A* O CITY- OF TUKWILA,. WA • 1.R RECCIT ANStil' IcA 1r 44c * * •-k * * * 1r * * 41. * * k * * * * et. it' * 40; TRANSMIT Number: k9700843 Amount: 12.702.75 10/07/98 Payinent Method CHECK Notation: DREAMCRi41 HOMES In i t: Permit No: D98-0234 Type: DEVPERM DEVELOPMENT PER141 T • •, Parcel Na:. 334740-1390 Site Address: 12088 46 AV $ Total Fees: 13,432.21i: This Payment 12,702.75 Total ALL Pmts: 13.432.0 al ance ; i***0*********,k***********.A.*,■;,■***A*******A“,.***.A***********41..-AA"t •W DCD 19.06 1 FWOCD 126 2.75 Account Code Descript ion 000/322.100 BUILDING - US 000/345.930 PLAN CHECK - 1.)TILITY 000/345.830 PLAN CHECK - :WATER METER Ob0/386.904 STATE BUILDING SURCHARGE 000/342.400 INSP. FEE- UTILITY 4 112/342.400 INSP FEE - STORM DRAIN 402/342.400 INSP FEE - SME/Si'SS 401/388.102 WATER CONNECTION , 401/386.520 WATER INSTALLATION (DEP) 401/342.400 WATER INSPECTION FEE 401/343..405 WATER TURN-ON FEE 401.398.104 WATLR ASSESS-ALLENTOWN 402.388.104 SEWER ASSESS-ALLENTOWN • • A M P14 DCD 12702.75 PW DCD 109.06 0 8 CHECK .• 25603.62 10/12/98 19 4. ; 16:48 0097 6643 1 3.0 0 20.00 60.00 1,50,.00 15 00 25.00 3 7.278.R0 ' ." 43t0/? 9719 , TOTAL 25603.6? 144c1r*: 4• 4h* A'** 4st: l* k• hhtki A k hkA4: 4 kk*4•hkkhk*k*:4k*kat*•k.A* *** CITY OF TUKWI LA WA: TRHNC M/J firfi;A:1•*fi:t* *fiA** hAhA • *s4*:AkA** * *firk• **A* ** A* *A*Akt *fi•fitAfir ***•k•kktA TRANSMIT Number;; R9700790 Amount 729„ 46 06/30/98 ; 13:.42. Pavni nt Method: CHECK Notation: DREAPICRAFT. HOMES xni:•t;. BLH. Permit No D98-0234 Tvoe t7GVPCRih`. D VELOPi4l:t�'t PERMIT Parcel No 334740 -1390 Site Address: 12.0f.i9 .46 ,:AV a .Total Fees: 1,856.2 This Payment: 729.`4b Total ALL Putts. 72 6: Bel ance . 1,126.75' . AAfi A sk dAh+•*** A*. A4• fi:** A .1 *.4 * **k* *•b•1. **AAA•4 * * firs tk*AA•Afir11sts!?r*i* *** Account Code Deed- i ut ion ''', Amount 000 /345.1:330 PLAN C11 CK RES . 123.46 ( ....... Project: ()ream crag+ Homes Type of Inspection: p w Fl na1 Address: ',, ^G a q6+11 A Ve C + Date cal led: 5 2 6- c r Special instructions: 4 , )r » Date wanted: 5- 27- 7- 9Q a.m. I Requester: Alec. Phone: 20 6/ 671 _ 0 0 INSPECTION RECD ) Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: ,5 X2- q Gv-s-t Inspector: Date: 74_ $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: Ppk eetim, T , . • • L•ection: Aclid 5s66 4 .,....• Special instructions: . . Date wAated: / , 7 ...... a.m Phr 6 .... INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: Inspector: INSPECTION RECO Retain a copy with pe PERMIT NO. (206)431-3670 Corrections required prior to approval. Date: Z-7 .4 L. 173 $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to scheduliieinspection. Receipt No: Date: 'ect: ,tea' r a._.__a..A Ty,/ of Inspecti•n: As • • r .I ...Ea ' . 7 ,!_bv Special instructions: Date Ite 1 �� dd'' a.m. P.m. Re r: ' 1 J INSPECTION RECO( IN Retain a copy with permit p 1)3- I A INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION . e 6300 Southcenter Blvd, #100, Tukwila, /A 8 X 06) 3 70 COMMENTS: Inspector: Date: Approved per applicable codes. Corrections required prior to approval. / . El $47.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: " : Project: Type of Inspection: Add ress: Loy` p �--- Date called: C/91 s 9 Special instructions: /g 8 " r ,,� cw,(a Date wanted: a?r 572.- 7 P.m. Requester: / Phone: • "Clo 9', INSPECTION RECORD� Retain a copy with permit' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. El Correcti s required prior to approval. Inspector: 4v Date: 5 /26 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: COMMENTS: pe of Inspe9 . Z a(i2e i t 9e - - a e/1 Special instructions: Date wanted: f& • P.m. Requester: C- , . PhoneW 607 7co ... ,........, . . . \ — , ../ , .d, Z / ., Project: L ati D reo4c .. /4 4-T y pe of Inspe9 Adl ( 6 q6, kie Date called: Special instructions: Date wanted: f& • P.m. Requester: C- , . PhoneW 607 7co • —INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA INSPECTION RECOP Retain a copy with 98188 Li $47.00 REINSPECTION FEE REQUIRED. Prior:to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call tolchedule reinspection. Receipt No: ' pate: N sr: PERMIT NO. (206)431-3670 0 Corrections required prior to approval;. • lak Project:D ^ __ T1� , ^ O # a Type of Inspection: Addre s:� Date called: Special instructions: 1 .0-( " Date wanted: ` ^ � a.m. p. Requester: ..................... Phone: ------ — ; i ► .�; tmLw.: 4 ' LAI 1 GA % ...Lan ar*MINIMNI Lam... .1 _41 Ai ..111M14M dral COMMENTS: C Corrections requir prior to approval. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D Approved per applicable codes. INSPECTION RECOR Retain a copy with permit 04g - G�3 , t PERMIT NO. (206)431 -3670 Inspector: Date: 5/// lSl�� $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: COMMENTS: Type of Inspection: 5 SS VVV* C ( An 001 - e -D- il , � �.. -tom . as i a.. e o , . , Vim,,. d5 V au ti) • D.4.-< .D.4.-< • > �� g6--)-1 (4 14" 60 ALL...--ciLk : N. (Al. co-t,,aA 0 ./ Re ues er: / C Phone: Tom ► Mitru,AA w/ '7) ' Ail OK w6 Project: 1 1M2.t!3.v... C t Type of Inspection: 5 SS Address: 1 L.,* dso tdOSE Lifo Date called: /45ci Special instructions: Date wanted: q l m. P.m. Re ues er: / C Phone: INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Correctionsjquired prior to approval. Inspector: Date: i 1 r ( ED $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: COMMENTS: , im r��c'r ok r� .t ' `: .o. -mom 55 5 (, 5r 4A-4 .S AA) Ccrtii firee.�J i y(; 4 ce 5a (�t.x ac . ea " st Address: Q A (W , „ w.Z Z- /' ie d. 4)1 f . PI A oe,x,p1✓L %. ` t- (4:17) ( IN f . t 4 - op * (.1--e 1 cch,-/-(4, frA74-4-7 d k tor 0 7 5 Lot L (A:1 -v 1 Am Request C.: 04 4 14/4 Phone: Pr ' c :/ Type of Inspec ' n Address: Q A (W , „ Date callefl: f __./ _ 90 / Special instructions: gi? �/(pi-h f� Date wanted:, � 9 p. Request C.: 04 4 14/4 Phone: r•. INSPECTION NO. ft' 4 :,:ec1 •4'. ; Y:.... e INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. 0 Corre D g PERMIT NO. (206)431 -3670 ons required prior to approval. Inspector: CA1 Date: ( 1 $47.00 REINSPECTION FEE REQUIREli. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1 l ipject: i. t Typ A l eit"ti Date called/ a a et ei • '..4.,ik-4 4 A ,.. t , ,s: Special instructions: . _ . Date wapttd: ` 1 .....a-ffi....... L....P.m. R q t : Pho r lb INSPECTION NO. INSPECTION RECO/a..9 Retain a copy with permit ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431-3670 )gLApproved per applicable codes. r7 Corrections required prior to approval. COMMENTS: Inspector: Date: [:=1 $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: '/ el 4 fti-. . Project: ,o Wh i ners ResMt� ran Type of Inspection : U�ec�uct mt°te Address: 17,0/ sour. Pkwy. Date called: 2 -23 91 :. Special instructions: • .: Date wanted: ©Q ' .6-J,_,..9 2- 211-99 ' :' p.m. Requester: na p r Phone: 2o -2; 1 / INSPECTION RECORD Retain a copy . with permit • INSPECTION NO.: nnAA ''PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: Approved per applicable codes. 0 Corrections required prior to approval.'. COMMENTS: ..4144.1 mat f rCQ..ciidr, a .. f ui ;um a lAt d Ak Inspector: U __ Date: 47,' Li $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Project: )) .4 c Type of inspection: wily it � ' y Addre s: ., (..0 ,� 'i30 ` SU Date called: Special ins ructions: Date wanted. a-1 i'll 7 � a.m. p.m. Requester: Phone No.: (079 -00 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 COMMENTS: r Inspector: tCI J Date: ` 11 Approved per applicable codes. DAB -0291 CoggRMIT NO. INSPECTION RECORD Retain a copy with permi (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: Wroject: /.. t / 1 "Type of I n Oi C rfl Oil Address Ay' / / - "4/f (� Lf/ Date called: 2/, Special instructions:;: ,,, 1 Date wanted: 2 c Requester: pi Phone: V s INSPECTION RECO d Retain a copy with permit INSPECTION NO.. CITY OF TUKWILA-BUILDING DIVISION .6300 Southcenter BI I, #�00 wila, \AK 98188 1)* X73 (206)431 -3670 roved per applicable codes. LI Corrections required prior to approval. COMMENTS: $47. 0 REINSPECTION FEE REQUIRED. Prior to inspec ion, fee must be paid at 6300 Southcentej Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Projec 02� w C 14 irxpA of C tio ay‘ L/ I Address: b h L C � D ate calle / q "1 `' I Special instructions: �'ss�`6f4"4.1- Date wanted: a.m. /9 S , Requester: � �L Phone: U 6 1 UU 9k---- INSPECTION RECO d Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 % • PERMIT NO. (206)431 -3670 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: ,7 .41 , z7 - inc , e/L. Pal ccoep2 - 7V r7 //as O,-- r0 //J r/L -,4T .. 170 ijoi , u'- xli7k -4-- $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: rojA vvytotak. K. Type 9fInspestiorY: KA-7..- A 0 • 0 (,) -Il It ..,, D Tiled: c2 ( Special instructions: • . Date wakiied: I ' 9• 1 . a.m. e urt honf 00 gr ...... • • INSPECTION NO. INSPECTION REC Retain a copy with permit • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 034 PERMIT NO. (206)431-3670 • pproved per applicable codes. E Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION FEE REQUIRED. Prior to in4 fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type cfInspection: ` - a 1 `t? . dress: 1 /-1-v-e . Date call I/ .(a(q/ ieOL/ / i (7G14'77,V7 49 4 / f/ 6.77 ( /G//C4 A7 GfGv i igsuel 4 4 M 4-7 .W4 AT ,1 g ( 3 ep AvtA, ickce_ ro LA4,1-- " I (S fl s- 1141.� Dh1( 6-t Vv�r e- 3 M mu SAO A r . 2 M Pt-te ,sue /X77 - iei6�- !? 2/7-? _ei, �, �Q�,�,, roject: C (Ca Type cfInspection: ` - a 1 `t? . dress: 1 /-1-v-e . Date call I/ .(a(q/ Special instructions: Date wanted: � � �� � a� Requeste Phone: e '3-1 00 et INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. DatR �r7(9 / 7% El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: f.44 Receipt No: Date: COMMENTS: e l 46 L OO,- -- . .6eCiPeAl Z- G VD/,4. 67 -' /4 5• ,e-iv€6 coo C ADD i2sty vAltW s ugly 5.A(67 - 'PeR 0 /UP 70P 6 e.g) ,ar --#. � - C/1 -4 e Gsr:.. di,* - P4e.._ d -- -- es s cs (0) ie c7i; ,- , r7 9?° 4-r , j - ( r , &i d 7 # 7 / 5 /, ,4_ car Akis u4.-47 z` Gater66c f'kPOS4f k'e 7%e,e1 7e?' eIS(0AIS MAPIC44 Type s t r _ Address: Date called: Special instructions: Date wanted: a.m. P.m. Requester: Phone: Inspecto INSPECTION REC Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 2 . Z 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431 -3670 n Approved per applicable codes. n Corrections required prior to approval. Da 2-7 97 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: - / Project: A lp Type of in pection: .... Addre Date ca led: Special instructions: Date wanted: i' p.m. Requester: Phone No.: CS INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date I I Receipt No.: INSPECTION RECD Retain a copy with mit 222 $42.00 REINSPECTIOI&.*EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. N , 5 247 PERMIT NO. • (206) 431 -3670 Date:: INSPECTION RErkID Retain a copy witirmit INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 So hcenter Blvd., #190, Tukwila, WA 98188 Project: ' 1' 9 C Addres Typ f in pe t'on: Special instructions: Date war t 'Requester. � COMMENTS: Inspector; Date calla PERMIT NO. Phone Noi: - n ^ 6 et Date: (206) 431 -3670 be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. a.m. p.m. Approved per applicable codes. I I Corrections required prior to approval. IT $42.00 INSPECTION F -. REQUIRED. Prior to inspection, fee. must Receipt No.: Date: • VI: ;r. Project: A\vm T yp ns ecti n: r ress: Li q u , Date called: 2. Special instructions: Date wanted: 1 / / am. Requester: A (�L Phone 1Q _ nD INSPECTION NO. ' Approved per applicable codes. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 . �t,ll PERMIT NO. (206)431 -3670 Corrections required prior to approval.:.. COMMENTS: gQ 7 4e/ Gtr 0. $47.O'REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: j ` 4- t � v� r� Type of ins n: ,lz J 1 .� �(/� n Address: `b I k A ecalled: l 5 9 Special instructions: 1 ,0ft G`n i' �ief Date wanted: I v a .; , . Requester: et Phone No. �e�-/ V � /.3)t ` INSPECTION: RE Retain a copy with INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,: WA 981 pproved per applicable codes. I ' .4.t Y{ xm° w s j.fYi{ " iN1 L„�, D mit PERMIT NO: (206) 431 -3670 MMENTS: Corrections required prior to approval. : 111:71,.. $42.00 R SPECTION FEE REQUIRED. Prior to inspection, f must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: teu0.1. C __ ( Cam' '_t T " .,. Type of inspecti . 4 . Addjegs_ $, - 4 ( 7-4 / /j L Date called: t o 1 , r Special instructions: ' � �i OT ' . 2 Date wanted: j p/'`I� C p . Requester: lllc Phone No.:�� -s_ .s ? ` proved per applicable codes. INSPECTION RED ��� Retain a copy wit rmit 0 INSPEC ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 (206) 431 -3670 Corrections required prior to approval. COMMENTS: $4 .00 R INSPECTION FEE REQUIRED. Prior to in- pection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !OEM.. , _ ..t .. 'i•4h M4'C/A r2X.r.Ptirdl�ni L•fDtllNf'Y4i.�`(. w��i. Date: K:. / Project Name 4 - 1 1 I, Address ./. TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM % l Retain current inspection schedule Needs shift inspection v' ' Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Ar Authorized Sigriature FINALAPP.FRM . P 41 ""r'. 0. 445,1egW . T1 - City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Permit No. • ."2 Date / Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone; (206) 575•4404 • Fax (206) 57•4439 Suite # ca: PACIFIC wormpsT TITLI COMPANY 01 NA9HINOTON, 120t Third Avenue, Suite 3600 Seattle, iWaobieugton 55101 (208)622 -1040 TO: R• /Mau 1920i Renton, Washington 4459 Attn: Tim Burkhardt Pacific Northwest Tits 116 xaahington Ave. X Rent, Nahhingtea 9a03 Attn: Jean /63040920 nrsamcraft s12 I. Meeker St. scent, wa.hington 9903 attn.: Nam 4 PPLiNMOTAL TITLE IMPOST INC. Yews R. NO.: nraa:uete1s seller: Elihker Corporation Nortgago>: /Purobase a areamoraft our Order No.: 240700 Supplemental NO.: 1 The following matter' s tedat t.Ga property covered by this order: The legal description has been aneided to read as follows: Lots 1 through 11, inciuiive end Lots 25 and 26, City of Tukwila Rounders Line Adjueasaait NO. L66 - 0077, recorded under Recordinn Number, 9801050589 and 90011200L7, being a portion off Lots 35 through 39, in lusiva, and Lots 42 through 60 inclusive, Block 5, and Late 13 d 14, Block e, plat of C.D. Rillman'a Meadow aard z Addition tee till City of nettle, Divieio, xo. L, according to the plat thereof re rdaa in volume 12 o0 plats, pages 64, in Xing county, Waehingt ; it+ecept as to the matter reported her.iaebeye, the title to the property oove>:ed by thi.' order has COT been re•exandnod. Dated as of say 19, 119e at 8:00 a.m. bm /47p3V n 5:.tM 4 "gi .LINII UM PACIFIC NORTNNEST TITLE COMPANY by: Nike Sharkey Title Oftioer NVOC : 6 88 -81-8 t RECEIVED CITY OF TUKWILA JUN 3 0 1998 PERMIT CENTER 3lLI4 IN 3Id13Vd1 1:8 111S ... • • • .. • . • PROJECT NUMBER 2359 20 May 1999 CLIENT ATTENTION : Bill Babb REFERENCE . Allentown Development along 46 Avenue S, Tukwila SUBJECT Seismic investigation INTRODUCTION t t MEW J �h CONSULTING ENGINEERS : Dreamcraft Homes 215 E. Meeker Street Kent, Washington 98032 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. D98- OZ39 4041 WEST LAKE SAMMAMISH PARKWAY SOUTHEAST • BELLEVUE • WASHINGTON • 98008 PHONE 425 644 1080 FAX 425 - 643 -3429 dchemphiU @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 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 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 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'. r IVEREE rZ, I 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. NEMPEREbb PROJECT NUMBER 2359 20 May 1999 page 5 of 6 pages A quick condition is similar to the cause of quicksand, where the rising water moving past the soil grains reduces the frictional contact between the grains, and therefore causes a reduction of bearing capacity. The rising groundwater also saturates the previously damp granular soils and breaks the capillary tension bond. Therefore the soils have reduced load bearing capacity by losing frictional contact between the grains, and by losing the capillary tension bond. The 'quick' condition is also caused by increased pore water pressures that prevent the soils from maintaining frictional contact. When the sand grains have reduced friction caused by a vibration, and attempt to move into a smaller space, they are resisted by the porewater that hasn't been able to seep out of the pores as fast as the soils are settling. The soils are then supported by Because the upper soils at this site are not granular and are relatively impervious, water that is displaced by settling soils would not be able to rise to the surface to create the liquefaction conditions at the surface. CONCLUSIONS 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. 20 May 1999 page 6 of 6 pages } • 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 HEMPHILL concludes that settlement from seismic vibrations with an intensity of VII would be insignificant, and that liquefaction could not occur from any intensity. mem ►I L- 1LAIJ Lay Zb 15'i.A No, L.%- OOil( Dr EAmCRkPr I+O-+•AES 2 - lSq- •,1 PL A o : rug txwoOD E 3 (-►i 1L (. 1614) APPROVED PER PUBLIC WORKS UTTER DATED "' ° "`' r /k-tv �►; � N � ��t� to Rune- po < x 55' lei C l ev - - 11,.1 5 W3� �r • `J rl e f er- - 7p' D11c. CITY OF TUKWILA 1. . 1 ► AUG 2 6 1998 6o . (.Q BUILDING DIVISION 41 lit Ave.tw.e, Suv.4h (3ectrel l�S ,4 0' e yri 0 1- • am Pol C "`" • PI' a'' rwW& v+,yr ;.'►es P' *..1T. a 14 • LIA Ir ctidify 36 712. . oz9 22.77 s' xad fl ti , ti ti "._ a rl.csiuilj, 3o 291. Iota 9, 4 4 Nit r►,N iA4 (. r , gr ') I3 MSS S • DIM 150.31 s54 -.z1i vimoowsomievono Oh. , /.4p3.1 .5 1 Rams. 11 1092. • o41 /\• _4407 p'. • CC 14.44Al 10 eN , 4KYK 8 . L ' 4.b 1 X3.53 377 .4:), uo +i xt. /\/ 41 , 33 ' Fs:pr► .) 1. us. moo `3 • 3 ,/:). ' I3.4 i i De18•07/ t oed gill RECEIVED CITY OF TUKWILA • JUN 3 0 1998 PERMIT CENTER 4. _. N i I, 44.i. /"1i f11114 .1441. s ttiOe Er:O OW. 1^114 ♦d . CAM ft:0 )- 4s. FT. a u a Wk. " ess.144 Ow N alludr a) 'boo 0.o*. 2,11. t .. " vGwi. (+W+IS 1pof) 292 o.o4 9.93 Nrr S�� IP 1 ) 1661 tom 0 40 .46 ."S 11474 11,. E 44,79 Wiwi 'r i" (' %Mw r F L O P ' (•4u, ` 11WW• ) 1092 0.041 tsellWe f. pelf 4.1 0.4%, Rt. 4 'Oik..ams ( in a M l - P .T /\/ Dui .Ir w (104 39I,4(, `3 • 3 ,/:). ' I3.4 i i De18•07/ t oed gill RECEIVED CITY OF TUKWILA • JUN 3 0 1998 PERMIT CENTER 4. _. N Qty Notes Size Type Bar Glass Grids Argon Screen U Value 1 1050 PW 770 5 CLR TEMP 1X5 , 5 o 1 • 4020 HR 770R 8 CLR #24 . S I 2 4050 SH30 570 40 CLR 4X6 • So 2 4016 PW 770 12, CLR 4X2 .51 1 5050 . XO 270 DS CLR 1 4040 XO 270 1 to CLR 1 6036 XO 270 a 1 CLR 1 2050 SH30 570 10 CLR 1 2030 SH18 570 la CLR 2 2020 • SKY 980 $ LOW -E TEMP G DATE FOR BELOW 1 4039 XO 270 (4 CLR • S -1 5040 XO 270 - )o CLR 2 4040 XO 270 3a- CLR 1 5068 170 3? .5 CLR TEMP. • . w a (color) Vinyl Notes: QUOTATION ONLY Namibia a Nabs ... A CamiluIeae 19720 BOTHELL -EV 5tETT HWY SE, BOTH ELL, WA 98012 -8124 ( 206) 4817101 (800) 800 -5920 • FAX (206) 402 -4811 Customer. Dreamcraft Homes Address: 215 East Meeker Kent WA 98032 Dimensions: RO/NOA ATTENTION: AMY THOMAS W unclu,u sckecl Quote Date: 5/13/97 Job Address: - Phone /Fax: 859 -9697 Misc. Notes: Project Start Date: Quotation Valid For Sixty Days Maximum Unless Otherwise Noted. Job Name: INGLEWOOD E Plan Revision Date: Sales Rep. 1047 PO Job Phone & Contact: torsi aen State Sales Tota ID? �O Contact: c) Price Each 1 Extension rage 1/ 1 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. CITY OF TUKWILA: APPROVED 'AUG • 2 6.1998'. r. IVUICU 11LD1NG DIVISION RECEIVED CITY OF TUKWILA JUN 3 0 :1998 PERMIT CENTER R.HORN ASSOCIATES KEN 5 T WA 98064.5102 x(206) 31- 5353 OUR NEW AREA CODE IS 253 EFFECTIVE4 /Z7 7 STRUCTURAL CAL CU L AT ION S �J.. TE _ EDWIN F. BAKER, P.E. (206)771 -6666 FAX (206) 771 -6558 lexPIREs 2/ 101 ?7• J BAKER ENGINEERS STRUCTURAL DESIGN 6628 212TH S.W. LYNNWOOD, WA 98036 P.O.BOX 1697 LYNNWOOD, WA 98046 -1697 JOB NO: COVER SHEET DATE : ar Ma' ary 'P, . R . >?ouP t��►+►.rt -� P. U4 1-A Si C/LtWf • ipleA41 61744- ,. J frwe L. L. gs v� r r-1 r14 e p . 1os e6- 24 2; 4MM* a I!. ? Rcr `'cd o to,c; ii . ZFr7 ' F .2b•cv2xl.3 W (#.4 132 p5 P = o AP .c .r yr b .4 Ne =14 (4�1 ')' l.s� (d 4 4- E3,s,124.+ I,s y -4 14 ,s d rb;2. - 3.;?■ Lary, '' (, 1 t 3 , 2 ' 5. 13 :/3' \t" . 5.'tilg! 42-4e 7.2.... 42 D, 0 $ " eibb v4 / 2 '4 e (0 P-C41P-cb 12 1 1-11 'd crie X71 'f s N 9 •/( 2: &) = 0 . Iv' 11 G 0121c' wo.02. v 51.Z V44. 01713; .. iod® Co " � �,. L2" FT /4) r i � . BAKER ENGINEERS STRUCTURAL DESIGN 6628 212TH. S.W. LYNNWOOD WA P.O. BOX 1697 LYNNWOOD WA 98046 -1697 SUBJECT. I ride*f06fra JOB. NO. g (206) 771-6666 FAX (206) 771-6558 . SHEET , OF DATE: rrz c 1 e4AV P '1u ' £ ,35 , ) /c e '` 1 " ©.1,2 FOIL of 37 S�i�2'4"1-7Z o "e- o,l w� 0. S = 1' "4'7 6,8 f/C t. 3 a 0 de426 (i'3 H ors AgL 0,e4V0i12 - - ---fir vem (ie,)reol ® got... -410N o -'QQ ? 5 t- /4.0r ;.b env ►) t z I 1 i-co , C 0.21 YD. 02 1 16 .' 6105f v iSAO 0 N �ix� g �2 f ISLE) Tv.- C. � Q? — -Cs 0.8 1 Wn�1 aasr w ='(I VO,c•q- 4- e)o.ots- Oil ``6 �r�•� = o,v�Qj� 4.e3. f a '2 re. )O,Ca12 = 0112 le- = EOts , ) tCm,1 ut.,Noe) t (ojZ )uf) 0, ci 01'7- I K tom. . t& htc .. . 1-4/mt. : d ,42./ 0.1 2 I. 1 t (1201. 4 0 '0' D • c., .911- . Lam+ gn ` I ft. Wear BAKER ENGINEERS STRUCTURAL DESIGN 6628 212TH. S.W. LYNNWOOD WA P.O. BOX 1697 LYNNWOOD WA 98046.1697 SUBJECT. tM. ! g? *Ghe- JOB. NO.04 r'L4f• BY: CHICD: (206) 771 -6666 FAX (206) 771 -6558 . �- SHEET OF DATE: lzwar " Ca 1= K/ i - Z , s + 1.5 v= C / ( . z d I S / t" O . oic- ,D7 14/t uo + 'S _ .1, 3 3 x ®u ( LOc2 dG7• C'1 C 2 s � g D,ol?x I,7,�� t C2,t - ' , ct,2� e D.6�) Us' �o,z��� 0.09..14 ,. / 0 ,6, 0-0,e ?-)! 4164 et. 3rO ' 4 ' S 7T / t 7b STNS . - -s P 2 - 8 . Q, /HS Lam - f -/ .P1--0. 24'' f-W 12 `' #7/0,Sito : ��i � s,?'3 /(I(o.Sx2' s 0, yowl N (t,l)a6c p . Ia /0,S4losz- - .c4 t2' tie- ;ii ---" V5 3 I1L• " a�t3. '�"� eel o0. 4h oc)csg ' 2 ,5'14 0I (0'4) O.O1 # . 1 C 1 Lor4. I ) O .ot'S = 0.03 Pc/.1 `P e 0.210 e9 - .2 .1 d _.. ' 2;0. 110 ` 6044 C a ( 11 12.." '`CJ.ol2*�, .5�$ >, 4- .r�a'3�' -�3, ' » +- 'j"�- C. 4129..1 (o- Z.94) /1 '�' 7- r `win . "I .t2" ve% 1 'et-tsar-D ( L44.,,'s, 4 4.01- BAKER ENGINEERS STRUCTURAL DESIGN 6628 212TH. S.W. LYNNWOOD WA P.O. BOX 1697 LYNNWOOD WA 98046 -1697 SUBJECT: I•u /8'r4+A r3 u� L JOB. NO. 06 V 4+% BY•� �-M CHMD: (206) 771.6666 FAX (206) 771.6558 . SHEET OF DATE: 212-'k4L uMU. $ €.4, 5.10 .r2 s p r G,a t- t3 s 21.S" $ 3 )e)-)* 2).r' to `t t� •-a) d"tP .c b'r" '/,, o SR s4 G-t� 1./ tam '44)1 )C CASSA w 7 i•p..eS• :._ 4• P' 4 -4 •.(o7V.Z? ,4 ►t (I ri.c1r9ot.dZVttr4 ."t4C,•t's• 3'LC' t-.1;tilit.t).(i7 ? 4--e NO WO pt. NMl.9 ,4/,0W? u ■10.1.41.16' ..typ C 1?-1/ 124-T rtang. vat tv4osisi whccit.) N Cr ' O. r2 to. ,- v 473. '5 O,'41 Of`7` /O. 2co 2 0, wm.t. 1 #4s4- ,4t4's AS" Vz tc . 1 %•i n- z-.2o t `t cv r ,bar t-Y z+ -sn.ot _ :3.ir . i e. , ' • �c`•11EX 007 a 1. i C SEC-et% Cs. idh ot• Z • • . ! ‘sc.. 3154 t.at+.+k Pi.. ft)'to et. Ok BAKER ENGINEERS STRUCTURAL DESIGN 6628 212TH. S.W. LYNNWOOD WA P.O. BOX 1697 LYNNWOOD WA 98046.1697 'iO.4...(g1`.,' ) ® 32 1/4.4 Cs tfrti SUBJECT. °R -at l $1 414./3GDP JOB. NO. eo -9r•4L VBY j ' CHK'D: (206) 7714666 FAX (206) 771 -6558 . SHEET OF DATE: Fn4A ;1 -12tvr t..'6/ c tzo, u �vr = erxaft)t . orr 4 4. 6 Y11.4.6143ft k,.10•4..0r31... Pr. s • 4S VI 4•4 -Coq tp.4 40`e -oil Z . Gv Q/FSc'. Di V = 4.s, / Zx :z.= ,13ti x,1.3 rfP ' woyr F l oO rt. DI H-Nlto -m`. = .01 . ZI 1 r. 8 Y`r P Ft. se StOn4 s 4. wiry.% , 13.4 V = 4 'iv's 13.n ;17• r- 4 1 tikT wAU• &OA v"' tk orrt 17 `o 1 p = r7.7 P� y ts1T4. 0(.. lr.t,F hn.s (v.8 `..WZ.lptA b.i+ .11)c13 ,F '/4.)• G• -- r7.� -t4•'7 / I'3= �7.'��'., Ner . sc6-+J�.GiutN� re stow S •ct' M. "; a .' • 1/7. Er.14 f -z4►1 -.1% ∎ ' 1 .. �, I . '� 't'f P > 'r 6-04 61.. c.vs ocn= ‘.atr c'I . � %V ,1(. f •4 1. ‘4.0 in at PLC .z frvi.r's L74 M A.' 4.0$ Erc -411:01.1.C" i- .7•Y dkve 2,24 4 l, r cf4 .b) i le3 t ti C -tl) r 4 z s ek -orl- .)al, 1 f i loll V 1 I f3 Qr d i'? "614 BAKER ENGINEERS STRUCTURAL DESIGN 6628 212TH. S.W. LYNNWOOD WA P.O. BOX 1697 LYNNWOOD WA 98046 -1697 SUBJECT P(441-1 •I VI 4 A15 C I�Ls1= JOB. NO. o e .i 1' 4' f bY:.111• CHILD: (206) 771.6666 FAX (206) 771.6558 SHEET DATE: 1 t s 41 lu i - 7 , BAXER RGXREERS ' SUBJECT: Pmt 1J14 M3 SHEE ` STRUCTURAL ' DESIGN JOB NO.0v?" ?.0'SBY :jratiCHK D: OP 6628 212TH S.W. LYNNWOOD WA' DATE: STRAP i • NAILING , •• HOLDOWN • STUD • ANCHORAGE ' HOLDOWN • I ANCHOR BOLTS vEnent:14 • mg t!oETl1.t„ •_� j�_�_ r _ N Q (0A • (i.) � - I S To Psi. dIj J% S€71132 7 y$ "q 1 SriPRA> 2+" r . 42 _' - ...._ _..... Iii )2-A, • (2' SIB �� lb pa, 4 511.19S S �-� 1 to sl it a � i2 *-O 12" MN T 1 L'TA, (b) %Od' C.o Al � • Nerr • .ss •otis �l TS hop moo. To? w. it. • ••• *OP .r.« • . . • L. . I ..i.oc T.4...lia.PO*, a' '_ .. - . *�c�, ► :,is• •Z -. �Rt P Wl?tlMl...tf�N.SL 9. r �1_�.ys -�: ar t: +� +A SI "P.OvtS M ReV - 1,0 — e !�0j4 Pie Ettt3 h SHEARWALL SCHEDULE =• • STUD FRAMING HARK • l SHEATHING NAILING =Ei10I 11a71.�.."BASE = —• ' I C • : FIELD SHEAR FLOW RAILING SILL PLATE ,. ANCHORS • PLATE TOE NAIL . .,TM • SW 1 "7/ Ie ' o C Q e e 012.1., 14 " "Qa013 " wz. es.,. s toe. ed ® 4 � ' 12,gi (2)1 tote 1" l2) liod a 0 .6 N ' Z. ,nr3 :4 )1 . 10 11 0S 1 5 04 04° fs4s9 is " I hd ®1" "" . /6 s 15 ® „ 4 A1%14 til "44t 4. 1 t s 41 lu i - 7 , BAXER RGXREERS ' SUBJECT: Pmt 1J14 M3 SHEE ` STRUCTURAL ' DESIGN JOB NO.0v?" ?.0'SBY :jratiCHK D: OP 6628 212TH S.W. LYNNWOOD WA' DATE: "" bR-cTD G,n,�► - � -r c•,�r - - � tA) L • t 0 3 to Co L- t3 w 0 Co 4 eN c_p• +`1 � t ( 443 ( 2-45Mx.. --- o NS X20 Ctl• t t a o %._ C1�ld t Z el g C4 ' "n 2,tt - C17 't k VE-0 S .o �t - c�. = Z2 ^?� g� = 2 4 S 14 A A1 tL -eye' = C2t441/4.,a 4. NI ( 66...sste "Az CL.2.." I , 3.1a>2,646 1 =o t2.. NflD` , T C �s� `jTv-44)30, 5S ' Do 1k-bk. Cr (6,6,5; 5?eJt Dg - 43� 1 - "" CV 1J 1� t l.350 ....»�,L - 1 b S. l( o c. - %ti.1La r"2 \)t 1.1) boict •.t,.LL Lt,_ 5 1 e 4 t . . 3 Z o c5 )4..0 O,1 . C c.) P12. t "•--4 Lt rizc l7 L ( U,,.. ( F moo.- th 4 -#- 4 C ! OUR NEW AREA CODE IS EN," g o•3 ( - 4 V) crr 253 c. ,MP o A tc EFFECTIVE: 4/1)19) R E E41 E I MAY 1 8 1 998 BUILDING DIVISION PERMIT CENTER 20 Q`r . � s oo ZZIS G'l v41046064=1 ((- R.HORN ASSOCIATES KENT WA9 064.5102(206; 5S T TUEKVWILA JUN 3 0 1998 model! . Floor -- hoot j N. w Fate: ors (100) (111) 1 861 1'v 12.100x19. 1617 600 , 300 SS3 I 3 12.10d 124331'W, 785 Douglas Fir gel. Sir. 1450 -L rch . No.) 1000 • Construction 1000 Standard 550 Utility 675 Hein -Fir Sel. Str. 1400 No.1 850 Coi struction 975 Standard Utility 550 Stud ty 675 Species Group Grade Note: Valuer fir *elk grade ajpPlrj' an& la 2* by d" Number. Ustafatlon SS Base values Inffunds per quire inch (pci) - Use with Mt)uutnent: factors see Tables H w N) *N` Extanu Tnulon + pro Made lxr of I Fiber Snus Parallel Horizontal P dieu "r` Elartieiry in Bending Sri Grain Shear to Grain to Grain (million pi) Fi Ft F v F 1 F t E 1 000 325 650 175 450 900 600 300 325 400 Typical t t o 95 95 95 95 ' 95 75 75 75 75 75 75 . 75 • 625 625 625 625 625 405 405 405 405 SS "VD 1700 1300 750 1350 825 1.9 1.6 1.4 1.5 1.4 1.3 1.4 1500 1.6 1300 1.5 1250 1.3 725 1.2 1500 1.3 1300 1.2 850 1.1 5 ... _ L2 +4--- prod kd. m that Reinforce Joists. studs, and rafters nototted Outing Qottstrueden. SS stud shoes are not a total replacement of removed material. MATERIAL:. 16 gauge FINISH: Gst aniaod INSTALLATION: Ust all specifiers fasteners. Sea General Notes. CODE: BOCA, ICBO. SB00) No. NER432. • HHH1YJIadIMIH. ^... embers, the NS nds.16 gauge 1.Roo1 ha* reOn kw lees alms Srhed br ahrahAa. Rea b•diNgle 4411d other WS tbsaliore " Sono aroosedaef t M ki es I & 14 I t.1 coi..e. 4002 1 R - •11 IONS Reyj5.1.0.Ns PT1 - ------- ..R.O•tV...1.5E?..._ I _.!■.O.Y A TI. oPT ai ARE- 5INIRoothiz. ( No 3 -.FoitsiT e,64,11.16 G Roo.. E. m_ 4 T. 1.1 o be-s_c_E 6 . ( 141.1M.P.0.14 14.00: OWL. To l b 2 Dn. Pr 7 Wee- KIT H ENt 1• 1001 lAii.N20 tsi _..7.._.A.Lteimg. De-SIGN Vpa...ums c 14x To 4x 4 14 r : PP.K1 ...14 0-4 Pe,1= ...... .e_.19.i.S0e....}.1 R.. E3AT.8.:To...3..71,ig..4..(91:7.J.0%).#.4_.k...4x+ e 1 .._ . GRA., K1 laWs DeLo MNITSTS94.11d91?._61. Hit*I6r.- v r. 1■1Y11.14 .F.11 To 3 SI 17 - ° Z. 2.JPD NA- L c7...1..14r$2...TP...k1P!.6..5.14EATTIC?...61__A A / 1 .. • • • " _ =.4-•1•1 .47V g 13m.oFzm • CUT6.13.36 -1 Fcor TriugsEr • CD' . , ''C klorisr Cfr.se: 11.00 v . r- 2844112s. A=-50,19 I 1.4 = 11 PI-F in' 5 ' 41 %64 • t' "/30e7= .44." USE- 6% lopri 115 , e-ekri_ ove-p 5uPpol.-TC. IZoor ei...,ev^ ax _1.111_16s Azz 241,22 = • . deix.8 (*L. E ! • Ho 11 w ev LE. wooD 94 Ul RAkviTY L OA t, CA ; =4-7' 1021-jbs _Lk- PL. r Hinz ‘4, 4 __141N.ps2W . kl= FLF Mtv.lbx s= 4.6_3 11 Re," ap g.s. ki sri pL,F jj 60.? {-.117-› f • gokri . /;\ .... . .1P. 3 • A 5 sat 7' 4 A ( (ALL _efla.V.L.*..11.2N1...g-P1" := Sol = 315 PLF Mr PL - lbs S= 13.91 ins -----> USE- 4)(k) H F - rFz01 17 HEA.DE.,A C 315pLp. M 4D3 S= G. s 10 r covetz- LIvi6IL1cnO.LL jrr \Lm-a.icit.S" etP6, Paw .4. r. c g A zyrnale = • 1690)4 6s Rib zz 904164 tosn...r - Co 14 • 2/ LT- IzN2- /-2-104 -zez-cp I .1e2.53 14-P + '33.32)in t • c:) -P uibs CP c ) • ° CA 1 n US ew 1.■IC Hre2._ L•1•/INC_, Rti 13A`r k1lt.10004.1 141,a. •*..1.-e.v. Is L,109-ST A=-761 I6s A -15.14 mt. — 35c PF 0'L- I s =11n us a 41.x.cp ;15a,akm PINAAv '2 A '4 w- 49.5 PLF" ir.)2zoc = 67/k11,s 5= 6269.55;n$ 'ho ,41- '6 1.0 Pet. • ' I I -----> USE. 4)00 125 ?- z is6 .f1.-16% 5 r. 19.01in P 2.-2,0c10ji r2 a leo . NitY . % a w . i USE. 4 x (42 H rt. • (50! fem1. g m. NTIZ oPeN'6 - PANIR7r P . Door 511116,6c 6AL. E TIOWS. !1 le s • • I__ ki 65 pLF VIrmix.= - 275 ft-lb$ 5 = 10.'4 in USE_ xca H F .._........c...e!,1• 1 IsIIN2a111 • HPsgc 0% 1 --- • • p 1. 7- P 1...1 :4.7 I' L-Fi . r. 10,94" k../ 0 i.....4 . ..:.s._ p, ./. 4,40e• Sez.esins.. • 14.P4 • OS I _ ........ ...... . . . , Soo = • 0 8" 7 H F - 64 k117 1,4 .. . fP:1233* LI s617PL F i' z. 14 2 ,Z Plly- . eEs vss Pb 1 6-1 403 pi...r 1% A c 1• PLF, 1 I-I E.N1 /• etc, II a: • I H_rrt R/24 • PaI a ilV") I i 1 ; FikMILY RM. SLIDING. L. 17_1.4.1-1e-1E' t rz.i . 2.b5* MtrIz = 26,0 f 2E5. ea 411 US E. elx I1 t) Fe7_ sob ■LnNua_s_VA A 14 a/t..111L111__ Pb./ Mr 28P) I q- it7s, 1 4 405 in ...ta 4 4" • / /11120c VA :* • - 2. 1 -15 16s A 359tir klmajc R/ 20$ '\,/ 11.15'16$ 539 • C GS WSHeMt ▪ "20 k ;MOW* • A Vrnt = 1.424- lbs vs 0 144816$: 4 II FA M L.Y U114-tP .1-log. CALL- - 5 lbs Ao3e1t3/- 34 PL1F L43:1- 1 /4_1b ft: S 4 14 151n 3 ----> us a 4x'2. 2 M 4 rixmivr M. Utitp,1 AeALDe.its_CALL Lj 4A i.-16.14,1±.14 2 1c IQ fL.. Jo 1ST 11L-F . FLt,S S I I I II4E. / It 4 5rur) ). P evikgt.e... sg. .‘ 1 .17 1 gr.I-Ne_.42..TIoN: 4 AS a) - Gt. i& '19 L6s A LID, ez:10- 1,4= 4s5 pi-F $9 e/c,Pt-16.5 $:- 5144'4 /384- . 073 4 30.0 .P? 41_12_12 F A) ARAeve.- P. HE-AP 4. v.k.t= 11-2-516s. 442) 165 • 5 1.1.„ P 6 4, 9 )025f k:112S 7.1 &A Efr & E V G A b l • . I Z t i • POO F.Ud aA 1. S- C6. L 6 1.• is.VPS_DaK) 41- ir 7( oOPLf mh:tax 9 iro. U5 r /cp \ '2 - fa a A 1 boo g. H nva PLC t1 ma L- 1k 5 4 ‘ 4-D4J s4 .0°)5' u.$ b '2E=00_Erz L0 ItropTv) N 61-U - .. ■/rt: y st 10356S A I ea 1111 • tAm.bx = a3v r. 4 1.95 Jo • e) .4..x1Q.. .64 C.:M.4) 64E44,14-r De.L.0 L.4.1 rLoog. Joisr . ......... • 1 . 1 !i 4 7-)›00 (WOO K- 1411.1Doi4 . • % % W =772 F L Mrna,x = I74kf L = 2 - I6s S3.°)2if1 • US M. 4 10 DF2 2G 1 A A. -RNAtE 1100 14- 5L. (,1.. op. wpg ,C;60-.L. P 61.E.VATIO J$ l V Vn,ass = _ _2 0 2 7 1 — "'>.U5E }x12 ',Fs G GRAS. B PM UNDER 1 R_ • &+./ DIN . N1_W_et_.l. CASIGL_L L VP - 4 A" � rn.a.x-= 22 oo 1.b s.,_. /4.21. .?P4 .? 4 L L _ ' = _ • —S US of x12 ID F7. 2 8 G G Rp►k!! -__ ae.Lw V Fa M.. l_lee?_ 1 _QNP t�1 A L L& L L fit „ • •. - -Q= 5' - v�a = 22L A= 3c�2.1�. II W= 911 PLF M . .ax = i • I 'CRAW I, l3EA _ _� • 1 1 1 Use . 3O C .p� • . •it 1 1P=ISE39* W341(11 = 359 1 i W W= 2oV, p w =OsrLE' 1 P I II. ' , P i l a ate 4 % 11-.11 11 k7 f 5 I~I.P -,= 4' -3'1'2 \ ,I ( M Mi . .ax A WIZ 8 I oe5 4 ' z a USe- 4N Io Dr z___: . _.' ;; l G.D.�:�F EL-E/= 4.loRSTuse • T I ;LyAlicabl4._ spu4.1124 29, 1(pint JJS/tkf City of Tukwila Department of Public Works TO: Permit Center FROM: Public Works Engineering DATE: August 20, 1998 SUBJECT: Dreamcraft Homes - SFR 12088 - 46 Ave S Permit Number: D98-0234 Contact Person: Vickie Martin Phone: (253) 859-9697 NOTIFICATION OF UTILITY PERMIT ACTION Allentown Water Connection Fee Allentown Sewer Connection Fee Access 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) 0. THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON AUGUST 20, 1998: PERMIT FEE • 3,968.00 7,278.00 25.00 • 20.00 • 260.00 25.00 TOTAL: $11,576.00 John W. Rants, Mayor Ross A. Earnst, P. E., Director 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) 4313665 August 4, 1998 Vickie Martin MJF Holdings, Inc 215 East Meeker Kent, WA 98032 Dear Ms. Martin: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D98 -0234 Dreamcraft Homes 12088 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 review comments from the Public Works Department. At this time the Building Department, Fire Department and Planning 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. If your review does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. 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- 3671. Brenda Holt Permit Technician Enclosures File: D98 -0234 C. City of Tukwila Department of Community Development Steve Lancaster, Director John W. Rants, Mayor 6300 Southcenter Boulevarc4 Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 DATE: August 3, 1998 PROJECT NAME: Dream Craft Homes Lot 26 BLA L96 -0077 PLAN CHECK NO.: D98 -0234 cc: Gary Barnett, Public Works PUBLIC WORKS DEPARTMENT COMMENTS PLAN REVIEWER: Contact Tammy Frederick, Permit Technician at (206) 433 -0179, if you have any questions regarding the following comments. After reviewing the plans you submitted the Public Works Department finds that the site plan is incomplete, we will need four (4) copies of the site plan showing the following information: 1. Splash blocks will not be allowed on this site. Please resubmit with a plan to connect your downspouts to the storm drainage system you are building for the other lots (lots 1 thru 11). \PR•ROUTE.000 W9B DEPARTMENTS: ing Division '1 -I(a -- ?b $cWc PLA /ROUTINE SLIP ACTIVITY NUMBER: D98 -0234 DATE: 8 -10 -98 PROJECT NAME: DREAMCRAFr HOMES Original Plan Submittal - Response to Correction Letter # 1 Response to Incomplete Letter Revision After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete ❑ Comments: TUES /THURS ROUTING: OD Fi e . PI nnfng Division StructaI� � Permit C� Coordinator DUE DATE: 8 - 13 - 98 Not Applicable ❑ Please Route ❑ No further Review Required Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) ■fr S REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 9 -10 -98 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) E REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: PLANREVIEW/ Coohk, IN G SLIP ACTIVITY NUMBER: D98 -0234 DATE: 6 -30 -98 PROJECT NAME: DREAMCRAFT HOMES XX Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision After Permit Is Issued DEPARTMENTS: ublic W orks \PR•ROUTE.DOC 6198 TUES /THURS ROUTING: Please Route CORRECTION DETERMINATION: Fi' do Stru rural VI r� DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete ❑ Comments: C Routed by Staff © (if routed by staff, make copy to master file and enter into Sierra) P t / arming Division \4( Per it Coordinator DUE DATE: 7 - - 98 S Not Applicable ❑ No further Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 8 - - 98 Not Approved (attach comments)0 DATE: Approved ❑ Approved with Conditions ❑ bVv?-vI an d REVIEWERS I I T I A L S: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE. REVISION SUBMITTAL DATE: ' H PLAN CHECK/PE MIT NUMBER: PIO s " 004 PROJECT NAME: preAtmeirot monies PROJECT ADDRESS: Mole 44 AV s CONTACT PERSON: Vie/We Metplin PHONE: REVISION SUMMARY: r ReLilidd ptar) 4o connec,+ clo-or\yo cLy supk-k-A. SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY USE ONLY • CITY OfTUKINILA Department of Community Development Building Division-Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 Bldg Plannin • 269 coq P *0.00 a* 4 ,0 P\ o tte* 3/19/96 Fire Department Review Control #D98 -0234 (511) Dear Sir: Yours truly, City of Tukwila Fire Department The Tukwila'Fire Prevention Bureau cc: TFD file ncd July 8, 1998 Re: Dreamcraft Homes - 12088 46th Avenue South. 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. John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: /206) 57544404 • Fax 12061 57554439 • REGISTERED AS PROVIDED By. LAW •AS CONST CONT GENERAL REGIST. # • , EXP. DATE. , CCO1''' ,• MJFHOI *092DA 10/011998 EFFECTIVE., DATE 03/01/1991 • . M J• F HOLDINGS INC - 215 E MEEKER KENT WA: 98032 Signature Gla L��'"""L / ie 9M. Issued by DEPARTMENT OF LABOR AND INDUSTRIES' LT SIDE ELEVATION /ft «j-c;" 4' R./5 TRIM siviN& peg. I7R- SPEC'S PIXat-T sv rjr 1 - 1 /OPTION*L Tv. NICHE PL' ALKIA R 0 Ar, LFi 2 7. Y? rvs over- I ogi5 evi.ND 4181.01NNWIEralletraVOSSOMMAIMME1111.11ABOONSIMAMEMICAESEMPMEMPANMEIE 5° 11° v-oe AMANAMAIASIMA.A.AAAA.A.A.... - - 0pr 2.A1 SILL. W/ 4" STOOL Sir PP- L-A's. REA% L E.\/AT 10INI gOOFIN6 &-C") 1 N ELEVATION - Ro0FiNc, pEp. BLOg 5PEcis, PE..12 5rEi:/5 gl&HT SIP t-E,VATIGN ...AA,Asow.A.111.AA cm 0- TOO p?PRO \JED Ak16 1998 *( 4 ' } 0 1 \ t ‘ SIC)1\' BUIL. Date Permit No. vi 3 2° 5° understand that the Plan Check oPProvals are $ohiect to errors and omsec ors 3nd approval o piano doe not auth7.6 ;ne .4oiation of any wde or orffir - • 7-3 - 7TP■ot Of con- ' t' actor coPY of approvao warts o.wwleoged. t\kek+ ev t,ot L SEPARATE PE.R10 '- REQUIRED MECHANV__ LECTR '- P GAS PIPING CITY OF TUKV BUILDING DIVi6ioN r : 1 11. I 4 t 11 t HST" L ALT. MSTR- 5"TH RECEIVED Cril OF TUKWILA JUN 3 0 1998 PERMIT CENTER 236 II PLAN 14 E. IN‘LEIAC4e F.E F. S P1►G E 1T6HE CA,5 N T E.I, GVA I /4f' ILO" 4 x.12 C)F2 . 4 5 5L.lsL. DR J� '111111011I• IRWIN 1 • s rr� J • a ■■■■■ s■ ■ir" l■■■ii■■■■ ■■ ■■u J■■i l ■ ■i■■ MR'■ I" °s' 5fl■■■■f 1/ tg11111111111■111 4191,■11■■F1111 NMI ZEMINIERIMilli � ssll� ii1mlrits - Qlsiu 1-,4 4 0 -►�:. 10 4SIN T = E1%A TIONS tt ; 4 v 5 4 86 Flis *MS F v C 75:,. F'bx i27o 3 -x ANp ARE U b st400 1.81c tO`' b --- i.+ta, IO' 3lv' le Fboi U 5 LAZY 1!5A.14 LINE or F i A 1 E': — ► 4,12 1:Zr2 . ''fix I Z PF2 4 % I2 Pr2 I 4 °$ 5°C 5L- GL.PR, S °4 °X0 & P7 • ■■■l nzmnsmI mmummummmEmmirmi maw AP aniareinummai mommonansmiromm linummommainimuti womorownimmume mmagnAmmamemsam . 11ss122�hll�' CNN ___ _E MUM 16 F p 4Y Y I STY L. LINE. WITH �LT;~F 4 Ta 'TARE NI CA 5IWET PLAN E tom' *50 IM P 4C T F3 11 iRFER EL M N rS ;s rrC H F LINE. or P Ez-' -Po -I-LeAtIn srF E . ci r 2 -Cf., ft I 5 /6 " T z ir 6 X 44 46 ( _CQMMON WP L- Ls `C - r.: YO tiNceltSIDE _itOOF _ I Et ' 1 1 J6 1-- L4Y I 0v oz. 1� "ew k I , ' I I .F? 1 i 8. .7 °G).¢i.D. I I I l SEE DET, SHT! FAMILY P 77! I�FR T Veldt PIP INSTAL#, _ Pax M FS ; pJRF. G"fI+A,JS 3" 4x3& 30" OPTIatvfL N lG f E C FIR EPI —AGE 1/44 pn RECEIVED 'CITY'OF TUKWI JUN 3 0 1998 A PERMIT CENTER MA.IN ' Fl.. _. 984 5. F UPPER FL. 830 S. r: ICI = 440 4 tai i= 4 4 S. F rf i S HEETS 0 o : E i. "OS T T i NI" girr-TO T:CM itiVinig WiMrEl ig5 r 71M, 44, , ik7r77 1177',:"17'VESE7.Mt17r,a .Arnst airetr!fZI:T '11.'. --1, 17.b .- :tM .I4.6 kbNM - • .,..- . . ell-40 -.. - • .., :#4:-..„uki • , : • • ...:. , ..,• • ..,1::,,,t. ..v .„ ... . .. . ....._ . 1614:106MF •• ' •a• • - L •M. .. 21V . - 7 f.7M ON •" "-nit - - `M: 7,.. . 'AN . triNi. =7' - 0131 SSPLOS3-sitiai Uki501001114 &VIM& SIM* Bet): IC2" I Ii 1.011 _ RECEIVED CITY OF TUKWILA JUN 3 0 1998 v ikl‘t\liq pERMIT C CENTER ■ () PA 10 4x8HF2 4 4 °XO 42` x1,0 ' TL4 l. /4"NI6 PLATFO -YEA FY) a isim :sr 4anaa. maaia allhlitumstou ANNIMIks : c foist/iit "" ■• /0leil•• iC' • 1i8 t 7_ _ owls .'tli A X11= BEPKCOM gyp' I0 /2" S . ?. -row S SHEEt +40, 4%0 7 < FOR 5 E'AR WIl.i SGHE OUL *x8HF2 xO 4 54 5 4 = ;'t2" RECEIVED CITY OF Tl1KWIL JUN 3 0 1998 CIP1 OF 111011,1\ 0A :`� n. 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SPECS. - NO FIELD MODIF 1GATION WITH OUT DESIGN ENGiIJEER:S APPROVAL - ENINEEF IN6 TO ,OMPANY APPROVED PLANS � TTIG vENTILATION 1092 SQ. Ca 'Iwo = 3at04 S,F. gEQ'D. 28 -N1 131.06.5C$0654 S . EA• 1.83 S.F. 2�A13LE VENT(a 1.125 S.F. • : 2,25 S.F. ACTUAL VENT AREA 4.O6 5.F. IZ "OH 18 "v. gra 1�i ®ICI IS'O•H 8 "0 H CITY OF TUKWILA APPROVED AUG 2 6 1998 BUILDING DING r IlQIAM RECEIVED CITY OF TUKWILA JUN 3 0 1998 PERMIT CENTER f IrtS (n i : e i 1 O SW Na4 = DRAWN VD DATE , SHEET NO. 6E 1J PIP, CONTINUOUS H, -, RE7 U RN ENC TD WALL Il/t "CLEAR - MAY. RISE 8 MifNI. IzUt-i 9* MIN. HEAP 'M - - ^� 10 STR -It-6 -S NITN 2 x 4 STRoN� BAG 1� - FIgEBLOGK STA18S oNLE IN MI2DLE OF f?LJ4 BETWEEN s rR.IN6E1z5 to -LONG FUN BETWE -EA! STUDS. - USEABLE SPACE UNDER STAIRS TO f3E 1 -HOUR- rigE CONST. 5/8" TYPE- ' X'G TAPE-17 4 FINI5H ED. TY P1Cf L STA- I f S EGT ION 1 4 1 GONG. S Lft 1•I/ 3" SLOPE TO t' RaNT 2 -TOP PLATE. (.45" MINI I 0) (we. R - 13 INSU! ATk W /YAPag- wiz' STUPs a 2x46 ?r4 PL. 5 /8'vwe 3/4° O.S.5. 14 / l prd"o•a. E. Do E 12"o c. Hi Fiat- 1-2 x4 TOP PLATE (48 " MIN. LAP) wing 16,4 EA. DBL. Tor PLATE LAP '. 12 :12 5 /A " TYPE. 'X'GEJP> To UNDERSIDE. OF VOO S14EATHINL g / "OS6 w /IOd r2"0.4. lid PiO 2x PT. MUDSILL NON 1 /V% 10 ANAW. - BOL.'>}•5 c- 4cD"o. +1401-1 1 1 1g" FRcM- Ei4t9QF RIATES u WLESS NOTE.PL 'FHHERW 8 STUDS ICo'o •u. 2x4 e›OTtDM PL. UNDIISTUR&EO VA- We. /coca Z 11x4 QiP+1 CANT I� 4 - °.- CONT. !Tap QV WA 4 Yi✓R1 ICALS E I (o"o.c . SOIL Pr, F RECEIVED tt-1, SOIL e3EA R tN 6 CITY OF TUKWILA C ITY t OF TUKWILA APPROVED JUN 3 0 1998' AUG 2 6 1998 - D�rAIt.. rir+ f Et. USED w /PAtJ� ' e. °v cP+'Wt- hrAtL. t.&f P14#I4Uo 1 C01 -ITI I.1oU5 fo cor.anz ' +P ER wiry rust A A Tr'Tto 51hgT1l11I4 3 s HIK. L4 10 Exp. 1 I . 84 FIAty €3a4. eA. Wk( ALL fu►11.60 P.''. 4 2x5 ►lt�l1 444.1. 'A. $TL.9) 51 014 r Li 1 '01, 11 1. 6 ?1f—•• ) 3- to rte'1ts c+ t 14104 fix* re+ teGVL 1614 1191°°/4 7'1146tat44.4 ( feopiler d/ t- t tei A - i 2x 4 F FOR R- INS ULA f 6v` MIN. 5 /4 " e PoST/ e r"I 2x 12 RA FTERS 2 1 } "0.4 1-30 INSULATION 1 4 I" AIR5PAG !f INSULATION 6AFF TO MI+1141AIN I "M AIRSPACE VENT PAL CONT. M IGr KO- LAM , 15M G7veg GA>zA6E Pk 'Ry (OPTIONAL 3 %x ID'/y6145) F-A6-E F 1 EXTEND TRUSS TAIL-5 To I. I2 R- AFTEP-5 r a= VCr'I tC=; Rl tll _PlH4' j F/.TIOI■1 R- R I / 4 y I .O MANUFAGTUt?E© STAMPED Roo F TTU5SE5 "0 12 G COMPOSITION R OOFING OVER I5; FELT OVER ''fit "D.SB. SHEATHING w /84Pa.., ED6ES, 12'.•a. IN FIELD INSUL. EAFFLE V ENT 6LOC KIN f S Ipf 4& PER. 6t,DR "S SPECS. OVER MIN. 7ik 8UILPI1.1G PA.PE.R 1 /l(- O.S.B. SHEATH LNG. -. w /8d N'Co"o.i. Epc.as, FIELD - 7YP. UNLESS NOTED OTHERW 1SE 5011. 6 PER- E1.I,K'S. SPECS. over- MIN.7 . PAPER / /110 "®.S,B. SHEATHING W/Bd. Caeo "o•C a cepes, 12'o.c raELp- T1`P - UNL.ESa NOTED OTH $I4ISe Pang QA...g.D :A k..fl SLQP4E 4 t1A }A{. ■ rs6 ,t. 111l /1SI /N ccs i tt2 cv.. 0 PRAWN DATE 523 - SHEf T NO. 7 rs PLAN 1614 INGLEWA0E? JOB NO.