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HomeMy WebLinkAboutPermit D98-0229 - DREAMCRAFT HOMES - NEW SINGLE FAMILY RESIDENCED98 -0229 12080 46 Ave. So. Dreamcraft Homes City of Tukwila I 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 License No: OCCUPANT OWNER WARNING: CONTRACTOR CONTACT 334740 -1392 12080 46 AV S 12080 46 AV S NSFR DEVPERM 001 North: UNKNOWN DEVELOPMENT PERMIT IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. .0 South: .0 Sewer: TUKWILA Slopes: MJFHOI *092DA Construction Valuation: $ 142,485.62 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Flood Control Zone: N Hauling: N Start Time: Land Altering: N Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Permit Center Authorized Signature: This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: East: .0 West: Streams: (206) 431 -3670 D98 -0229 ISSUED 10/07/1998 04/05/1999 DWELLING 1994 N/A .0 DREAMCRAFT HOMES 12080 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 NEW 1,814 SQ FT SINGLE FAMILY RESIDENCE WITH A 660 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: CURB CUT /ACCESS, SANITARY SIDE SEWER, STORM DRAINAGE AND PERM. WATER METER. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Phone 253 - 859 -9697 Phone: 253 259 -9697 Phone: 253- 859 -9697 Separate) Eng. Appr: TKF Size(in): .00 End Time: Fill: End Time: Public: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 9,431.21 ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ! I************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Da jo ll e I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature:_ CdCW f\ ' Date: I QJaj Print Name: V'GPII t'j y ,v-\ if the work is not commenced within if the work is suspended or abandoned inspection. CITY OF TUKWILA' Address: 12080 45 AV q Permit Po: D9870229 Suite: . Tenant: Status: P,IiSUEDI fly p e : D EV P ER Pi Applied: 06/30/1.998 . . Par'cel #: 334740•1392 issued: •0/07f:1998 ***;1**A1:******4*74:A.*****AW******Ik** Permit Conditions; , .. . . . 1.. !o chanOs will be made to 'the plans unless approved by the ' or Engineer and the_LO:A4.,t1jt Building DivIsion.. ' • 2' 1Plumbing perMitS eliall-beZOt*iWe'.Ctuot,the Soattle'-ging .. , County Department - ol.41Ulalt - 7ftealth. 'PI be , • Anspected by thkt);..amency..,Ancluding all (1.11 .: .. . ;( 296-4722 ) . ,;!.:.:• ,,, '). ',, '. ,'"-.' •:"'' ' '' 1 :1' , .:;' : 3. iElectric.al.pA.mits,.,0aU be :Ot.afneA tat Divi J6 -..-:. - .SeH,S. : 0 of Libor quid induetries arid -rLceleCtrATal. worICwiltib:d inekcted bv,,,that 4. AlL.mech"anical work 'shall beunder separ peiT,IA' .. i,',.: ,,,::;:: . L,, i ..i, the CiM"Y.,/ of 'TUlt.wila.' , :' All perMits inSpe,Ctiopreords kiiq :approved' ayaiYiOleit .thelmb elte'Y'Prior tpth• start .k.6 stru'OloiThese document: ere„,Ao be maintainedeff‘aiei14, ebleuntilfinal inspction approval is granted. 8..:AnyA294e0qSulati0i'S' material shall have af:1ame\v4 Spread Rating 25-'.:0 end material shall beer 4ip'ation showing ., fireerforMaticejrztij,g there0:1,:e.,,, 'v.•,. -,' . .. . • 7. AWConetiction-to:b:e done,in conformance with approved:Y :,plans eiidequtremeritS'YOf4Op Unifdr0-80.1iling Code Edltiones eMendel,-40fA5r*ileciienAcal Code (1997 citti'60 anii, SteerEllergYb?4e'. 8, Val”i,ty ce,Permi--They'Assuence/of or apprOvello p 1 e4, specifications, and • computations shall not 0e.con strued • to be for; or an ,e06.1y01,--of , ' of any . of the pr.ovisions of the: bu il di r4,codefor ,:of , iii",It>, other'Ordiiiance of the jurisdict10. No lieriiit,Presumi)gy,it,g'.” .,- give authority to violate or caqcel provisions of : ‘,,...,%,,,,-,: ,,, code shall bevelid ::„...,..: , ,•? - ,,• • .,• , . ., ,!,.? 2. ; 9. 1 Shall be;,: of the buildipg(s) until th.e.'. final inspection beeiltompleted 0y,the TukwOe'BulAtkling Inspector . , ::, : . i!k- '.- - • -,•<4iy 10. Notify the City of Tukwila prio,1740: placing any concrete. ThisX1;r0eWe'n1S in adOl any requirements ftireqlal inspection 11. The applicant mus41 City utilAtY400ector at 206-433-0179 upon coMMehceP*074,64JOMOOt41in of workat.., least 24 hours in advance. All inspection requests for ':... utility work must alsobe made 24 hours in advance. 12. The storm drainage system downstream of your discharge will', .. not function correctly unless the entire system isfinHplace. Individual lot owners will be required by the City to• install the portign 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 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 plan dated 2 and .., • .approved on 4- 23 -98. Any curb cut access shall be done per City of Tukwi la's Standards, . 14. All conditions associated with BLA L96 -0077 shall apply to this permit: . 15. Temporary erosion ,control measures shall be implemented a5 the first order of business to prevent sedimentation off - site Cr 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 f of five feet. . Driveway shall be. paved within 30' of .night -of -way. 18. Hauling Over 50 cy shall requi.r..e....a.ppl ication for a Hauling Permit prior to arty a^sar;iatedt actiht�,t:w, »h? 19. .New construction andrsu impr`ove.met Q .y:of any. residential strrugiiiie shaM;~have the lowest tlaor . including .basement. eleua'ted' to sa }minirnunr of .one oorb abovthe level . base c1gii. _ near) a <.. , }z =ys, All bui ldin`Wwr l l'be =con structe d and certi;t`ieds as bcii at or` above,. el�evatror shown ; on' te `approved 's,rm p`i "'d.rainage , n dated '2; 1 - 7 anti "4appro'ved on 4 -23 -98 (N = 1 GV Datum929)'• 20. ',Enclosed eas belothe lowest e'�fl.00r sha11 be designed tb automat �'ar ic al ly .e`qual ze hv`drastati flood forces. A aninii'm( n2 of two, openings having ,a total 'netfl'ar ea of not `less ;than: :square,` inch for ever y :square' foot of enclosed ar`eesrsub"jecit,�•t� to fiooding :be r pr�ovide`d "arid with the bottoniY ^otrl + <a ;ope i�i no than<.onefoot ab6ve grade. M :Openings 'May be equ-i ed with scre&ns; sl-ou.v,ers , or other coverings or ' provided ` the aut;ora e ntry. and exit;o# .tloadwa r 'i` • = � r7 ent �� An .,., 21 . choring a l-1 A ne w. consttr u�:tion and ub tantial impr ovemst :;li shal b anchored to pre vent , col l aps e;• or l�atera1' .movement-'''Of the structtire . ,`':',:'� : r Land. Al..teri;ng (q.r tiding) t'o be;' carried out in accordance wi t 8 -97 and approve d,-on ::4- -23•- 8 `;;'.: ' the plan ' dated 2 -1 a. 23. ;Downspouts r:' ,dr i veway. patio and drainage.. from after �. impe'rvtiiousareas shall be col:le.c,ted in,a'rn. on e;'` sitstrom 'drains,ystem. D'r..ains shall be ,4," rin ^'d i iameter. PVC schedule 40 or corregated poly 'etha.<l,,yne;, p;i pe ,ry th a;, s "mooth interior wall:. NO ADS flex pi.p.e. Drath ha0 be laid with a minimum; ;,.1% slope for., discharge to location- ,.• .. approved -,45k Pu`bli`,c Works''.D.ept Downspouts shat l `rl'at .connec.:t to footing. drains .` Footing dra' ri d downspouts. mak share ,a single discharge pipe dow of�Y.the lowest foo.t'ing ■ r i drain. ' 4 ,� f 24. The City of TuI wi lea has an unie'ryrond intig ordinance requ i ri rig. the power, telecormunicat.lons,' and cable se60'ce lines be: underground from the`poir ,'' - f c, nr�ectiaii; "'on "the pole to the:: house. Permit Na: Status: Site Address: Location: Water Meter Type,. . Water Meter 'Size. Quan Work Order ..No Connect'i u,rb': F,`ees. Install C lficos.ftt: Add' 1 Install,' {,Deposit: P l: an: R We W,(F, e e: Inspection' °Fe Water ` T,iirn Oti' zF �x �peci' i1 A`ss e s, s me.n t: :{g 098 =0229 ISSUED.. 12080 46 AV S. 12080.46 AV 5 TOTAL • WATER; METER` "FEES: PUEJLIC `WORKS. ENGiNEER PPRfi L, WATER METER SUPPLEMENT DEVELOPMENT PERMIT Applied Date: 06/3041998 Issued' Date: ..10 /07/1998 Project Namefrenant: � u � / , wi / Value of trp �n b -, C2 ■ Is this site served by: Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) n C�ityt Stat /Zi� Site Address: WO i O'- `-f (A 6th S - 1 l.t.�r o lie p: Pae Nue T �3N'1 rc t h o mmb u 'I :r: ', ci :) • L>;r Property Owner: D Dream C4 fines Phone: �3 %tq - G. (o47 City) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Street Address: City State/Zip: 3t5 t kee kex-. rgx.# ti)i\ c Fax #: S) 13-I- 5 s Contractor: KIT r riot nn try • Phone: cam) %t-S1 - ct (D ct Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Street Address: City State /Zip: 15 I�f e k er- .1 ke,ti l.c1A ct �3 a Fax #: &.3) St - 1- I Architect: n 1A Phone: .---_ Street Address: City State /Zip: Fax #: Engineer: �o�.ph - t E_ AAsoci a- --jes Phone: dam) 031 - S353 I Street Address: City State /Zip: 3C 3-1 l h PL. SZ) i u 1A qn0 U -51 au Fax #: ( (o3 I- 53 Contact Person: i j i Pon 7 — g 97 Street Address: City State /Zip: (15 C Mfc_ <e.e- , p.n.+ WA q$0 a- Fax #: 3) - 5D0$ Description of work to be done: NI C S c-h cv\ ) Sl G J YeSI Gkkn LL. 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) 171 Deck(s) - Covered & Uncovered ❑ Residential Reroof l'a ■ Is this site served by: 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: I'M sq. ft. Dwelling ' sq. ft. Covered Deck(s) . City) 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) • a cl a ) ‘170b s 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 rice .,• flIA • ti'1s GI OF TUKWILA »k, i' , Permit Center w ;:i 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Date application accepted: Project( ,nber:f. r,Ptlrmlt Nuttitibr:' ... u 'k . g t 031 Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. PPLICANT`REQUESTIFOR.P.UBLIC WORKS:SITEICIVIL' APL" AN ;REVIEW:;OFT .,,. „ '(AdditIOriatreviews shall'be dA'terriithed by ;the'public: Works'Departmiiii0 ;`,-,`';j) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public S torm Drainage ❑ Street Use CI Water Main Extension 0 Private 0 Public Water Meter /Permanent # " -/ r ' Size(s): ❑ Water Meter Temp # Size(s)* Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is Issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application expires: Appllcatl . t : ken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 • +: I 1. 1 . I 11 • • 111 C DRAWINGS PREPARED BY A RE" "STERED ARCHITECT OR PROFEST ANAL ENGINEER MAY BE REQUIRED �BY THE, ILpiNG O� . ICIAL ALL DRAWIRGS•SILL AT A LEGIBLE SCALE AND NEATLY DRAWN f M ' 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. ❑ 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 A ent lf is other timtt; ,a;q, „reglstered..architect/en 1 eer} lint t 0 1�ll 0 cti : : : by the State :of Washington • ;a nofarjed frorp the popery ut .ell , l l rig ` the agent to sub t pe r= • E � +a hd 4 obtain' permit wl(l be:requlred.as`part;ol thlsaubmlttaL.,.+..S . t,a. ,..5. ;. , I( /�)/ 3,• ., • a ��..., 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. BUILDING O NER OWAUTH RIZED AGENT:' Signature: ' , ) Print name: ((A Address: Address: I Date: to 1..30 (et Phone:- ��`r �I(rkl I Fax #: q •• Dc4 • City/State/Zip: �. _ . I'r u :V 1 by 6 SFPERMIT.DOC 2/13/97 CITY OF TUKWILA. WA ' TRANSMIT TRANSMIT Number: 1U4700043 Amount: 12.682.75 10/07/98 12:29 Payment Method: CHECK Notation: DREAMCRAFI HOMES Init: BLli ' Permit No D98-0229 Type: DEVPERM DEVELOPMENT PERMIT Parcel No 334740-1392 Site Address: 12080 46 AV S Location: 12080 46 AV S Total Fees: 13099.21 This Payment 12 Total ALL Pmts: 13 Balance: .00 *i********11********************i***A***i********************* Account Code Description Amount: 000/322.100 BUILDING - RE S 10.02.25 000/345.830 PLAN CHECK - UTILITY, 20.00 000/345.830 PLAN CHECK - WATER ME1ER 10.00 000/386.904 STATE BUILDING SURCHARGE 4.50 000/342.400 INSP FEE - UTILITY 15.00 412/342.400 INSP FEE - STORM DRAIN 15.00 , 402/342.400 INSP, FEE - SME/S$$ 20.00 401/388.102 WATER CONNECTION 60.00 401/386.520 WATER INSTALLATION (LP) 150.00 401/342.400 WATER INSPECTION FEE 15.00 401/343.405 WATER TURN ON FEE 25.00 401.388.104 WATER ASSESS-ALLENTOWN 3068.00 402.388.104 SEWER ASSESS-ALLENTOWN 7070.00 7 i3 loarrti, - - Tom - 2503.62 . ( 17,71T., A * **, * *4.4kk.l•kkA. **.A:k•A •k*4*4." her*. Ak* AA•: l•**„ or* k** *'A kk *kk:l*.* *,A4,•t4,".;„4: (CITY. OF TUKW1LA y0l TR , r� Si<i):1; • k'. ti"*; 4* A* drk�tk tk' A* k"/ r: kA *:Al: *Ak *k ;l : *t * *,l * * *,4*lvA *:l •,**A,k.:l *.4** *A *'A*kIt *,l • fRANSMI•T: Ptumb.r: R9/00799 ',Amount: 06/30/9'.8 J'3 » 25 •'Patirnent Method CHECK Notation: DREAMCRHr:T HOMES..: , 13L11 Ih "..P vme :•Pprra i t No D9.8 ' 0.229'- ':Tvoe e. DEV PEIfl4 • DEVE1.O•PMEN'f. PER MI`f' Total: `Fe 1.82;, r;,2•1.• . Total .HI.:L •Pn ar : 7: 6 4 .: ied anCe» :1 106»75' :: *• h• A: k* k': k:l••k*k *•4. *k *A•. *t*,•A•A * *A* ****. k***• A• ? 4* k•Ah A•4 *A. *A*.k•44 ** *.kk*k ** " A . cc a:unt.'" Cod e DRscr•'iotigrl Amount 000/345: »1330" PLAN ,CHEC"1( :• -' RES'. 7. 46 .., 716.46 «.. ..... r... . «.. .. . ... .. .. «- . «.. -. «w. ... ... .. .... ... «... . ...r n" M:. .....« INSPECTION NO. INSPECTION RECORB,.,: Re tain copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 - Prect: ) P /it .1Cfci-( �{t�71PS Address: 01Sn 4J(S Special instructions: Type of Inspection: Date called: a G / Date wanted: a.m. p.m. Requester: Phone: Approved per applicable codes. Corrections required prior to approval. OMMENTS: %Una J YI A 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: Pr c • ,` M NN& J■cA. k 1 e‘of Inspect' s tetra P Address: 1 gCA6 L itt) AI)S D to called: lv'cq Special instructions: ` X O�6 ,., 0 .,,.• .5-9 Date wanted: a.m . (0-;718- GCI p.m. Requester: k `' 7 Phone: Wn to C 1 C if J6 11- INSPECTION NO. INSPECTION RECOKO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)430. proved per applicable codes. Corrections required prior to approval. COMMENT r ok_ rr) Inspec Age * /2C17F, 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: ProjgaN vrearocr api T 6 Fir I. C Adll 4 Ave ‘,..s , DI called: Special instructions: Date wanted: 4,47 a.m. Requester: A , Phone: d a , 6 0 . 0 9 3 , I If INSPECTION NO. El Approved per applicable codes. INSPECTION RECOCU Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 , PERMIT NO. (206)431-3670 COMMENTS: 1-/oas etk_ cooe U<5 kcg..(ro Dc) OT F/A-14C Corrections required prior to approval., 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: T ' • of Insp•cti mil It_. L V IJ 4t, 'NC i ©s: L1 ( foci Vc 5, ' cQkQQr s cii.ic INA ua,,i9l1 ,0 lat..,4 (.art ku , _. Re ter: f C -\ NeQ J h ITr c L,,,... sculci (}� N.r.t 1 4 1 ( ) DO z •. a i m : /.....t.tg .._01 drib T ' • of Insp•cti mil It_. L i ©s: L1 ( foci Vc 5, P ate� al � . r ll_� /� Special structions: Date war L / _/ ' a.r p.m. Re ter: f C INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PE IT. NO. (206)43'1 -3670 Approved per applicable code. Corrections required prior to approval. Y l P Al\ Cr \I Dat& r ` 0 $47.00 REINSPECTION FL REQUIRED. Prior to inspection, fee be paid at 6300 Southcenter Blvd., Suite`.100, Call to schedule reinspection. Date: Receipt No: 7 P N c e ye/ T U'J pect � '°n Ac(d ? , 0 i / / 1 4 e S S. ! I v Date called: ( / /, Special instructions: p Date wanted: 9 m (p��7` � /�p.m. Requester: Phonec:z Vi _ 67 ?....00 / 411: 7 INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: (206)431 -3670 J Corrections required prior to approval. . 2il1r ...►. i_...d...... / . $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: I / kem /own TygireeD A 1 /, / , c Date called: . / A d / er O W4 ni/S Special instructions: i Date wanted: 5f a.nr. 7 Requester: A Phone: .7 ',7"...q ' 77771 : 1 INSPECTION NO CITY OF TUKWILA BUILDING DIVISION • 6300 SoutlAnter Blvd, #1991 Tuk , WA 98188 INSPECTION RECO Retain a copy with permit erag2 PERMIT NO. (206)431-3670 COMMENTS: Approved per applicable codes. El Corrections required prior to approval. ?id $47.11 ' INSPECTION FEE QUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: 1 Date: Project:` � -�-' 0 W Type >; nsp I n . N� G�7(J(nloc f!J Ad ss: D ate called: / #9 Special instructions: ' Date wanted: 30/,j a.m. / / p.m Requester: Phone:. 40 —&77-1005 • ,q_ ect: , ' ttAilai 4 of Ins e t cy ,s 4 trw___ 7 cs..0 LI Datqa , 0 3 / 670 Special instructions: Date 70 .6 1 :7 ji 9 ( . 43 1 ,a. Requester ec 004- t6)1 ,-4(erZA1 O Phone: /4* Pr) • Cr COMMENTS: Ole 7V io(-/-.S V4-4-7 (,/ mtqy Avec_ ro cAiar 'To ( A 4S P6-07 0 004- t6)1 ,-4(erZA1 O 7 ' , INSPECTION REC Retain a copy with permit • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. NO. (206)431-3670 LI Approved per applicable codes. 5 sections required prior to approval. I n wrz . $ 7.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4 0:AI z 't . ... • COMMENTS: 0 7; 4._ 4 ,,,,,,, l e-. .„i 4 17.,>)//,4,. / A iqep 4,_.._ 16 bi';)- 4' ,) joi---s_ r j a 47 1. k 1- 5 7 i-f 640 - 0 ,> i/2 /‹... / 3) Cogii-,-47 &.005 1,./4,e. 0.64 .1 afr-e--._. i a LA-a c t /zi., / ;J.-A-7 Ay le .. 1 , 0 4 A k , -/ti 1, 41 1 9 5 1101- 1 4# a ed 4';•i S) Fl 0 0 Y-• il a 41) IZ ((Pi . ll YA.freel. M. I C Y:141 Ili ' 'SP 0 a CO 14 ./0 ‚ IZ 4,1,Gef 4- • Inspector: INSPECTION REC Retain a copy with pe 'rthit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southce ter Blv. 1 Tukwil 98188 (206 431-3670 0 Approved per applicable codes. 1g Corrections required prior to approval. Date: J $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: *.‘ . '•• ;: COMMENTS: 1 Type of Inspection: ;SS Address: LA 1c)- 093() 46 aSre S. J f .a G y LiJ " ° . aid .Lt.c Date wanted: lib / a.m. p.m. Requester , .. ( �.a. NM d r ilk �1. ><l1 � d • r/ /J I /... u LL iia J Project:1 citersit Type of Inspection: ;SS Address: LA 1c)- 093() 46 aSre S. Date called: 3 IM Special instructions: Date wanted: lib / a.m. p.m. Requester , ay... Phon- INSPECTION RECORD �OZZ�J Retain a copy with permit •.I �$ INSPECTION NO :CITYOF TUKWILA BUILDING DIVISION 6300outhcenter Blvd, #100, Tukwila, WA 98188 Approved per app codes. PERMIT NO. (206)53-1 -3670 orrections required prior to approval. Inspector: Date: „ f/f 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: COMMENTS: Type of inspection: S ( , Address L z \ Special instructions: Date wanted: ����'� �rj+ Requester � i �� . 1e � ` D.`, ?tr 6 -,QA-t 1� ' fib- T ' , , I'-4 - DU-4, tt P at ' U diAlajc Tim) \ A-1k/C*ri Cl ' ilfi- r ' ' c,„„,41 1 g `6 D A , Y ` -4;' ` zX. . tom "'_ J w ii b. (6 (3Jew -/ (44J4-i& 1 Pr•'ect: . Ju.. 4 Type of inspection: S ( , Address L z Date called: "1 I 1 AI Special instructions: Date wanted: ����'� �rj+ Requester Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 71 Approved per applicable codes. Inspector: INSPECTION RECOI� Retain a copy with pe �. t (J Vcg -022 -7 PERMIT NO. (206) 431 -3670 Corrections r quired prior to approval. Date: VI in $42.00 REINSPECTION FEE REQUIRED. Prior toinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Dateq 1 �At ect: G' .4 4L4 L It Ty:: of Inspection: - 1 !": - : - - --- . - _ " "�. `Ae 0 2A d ress: rD , / / _ �` �- �-t ( r IP . to called: ' - d (.0 ,• Special instructions: Date Aant Cy . �• /i / P. m. Requ to . t C— Ph�hie n au �l c``� INSPECTION NO. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 ° J+ 4f - PERMIT NO. (206)431 -3670 COMMENTS: pproved per applicable codes. Corrections required prior to approval. / r%/ C $4 .00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Prtk� , / T Typ 'o i i- Address: % Date called: Special instructions: D Date wanted: a a.m. p.m. Request Phone: 4- INSPECTION RECO J Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 El Approved per applicable codes. f eRcrections required prior to approval. COMMENTS: N' ,e Cf / /r( /7./A/& , rx'*11) rV e%&2 - 7Z) , -I /) 75.t -7 1. • Date: X 99 El $47.00 ' • SPECTION FEE REQUIRED. Prior to inspec ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: gate: �l »d�{,1"�'. i• T.,{ ��kR .i:R.Y', } 3.�waFtvi.'hT:•�'r c�!i /,:; `��.�,� ti' ! 7,r` ,! 'wti i Mme. .z. u�.•.,.�.�i. �,v�.rt:l� . i, extY�i. �._ .;1cr...:c .r..t.,_, �..u:,•..:: Project: c� I- Type of inspection: ww p 3I t' `7 Address: Lod' I "cam 4 (J11 Arc Date called: e? i Date wanted: v12'2-/ y 7 ! a.m. P.m. Special Instruc I[ ons: Requester: /n Wit.. Phone No.: 67q-- cx)95 :ti.,�",1A e 4 ,``p1Vlx • o ^f. ..'.�,yF. I I Inspector: INSPECTION RECORD Retain a copy with perm! INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. I r tb y' -0 ZZg PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: Date: 7 4 17 , $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f Receipt No.: Date: Proje tL"i Type of inspect``"n :. Address: O WO A s Date called: U e. 9 Special instructions: Date wanted:' �O �Z (� �� a.m. p .m.- RequesteN 01111 Phone . 20c. 510 - 17-16 -:.'1' 1�.' .. '1 •i.,y� . . 'IU% AK• NF'.`t l` % ° -,xer. .1741 / Mo 'o e=f ;C iS•.i°'' /4 L° INSPECTION RECD Retain a copy with it INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 )Kg.Approved per applicable codes. qg- o 02.27 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. A i a// MI, A Varli a $42,00 INSPECTION WEE REQUIRED. Prior t inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Pr,.fl 2S f Project: D r.eti c cor Type of ins Ad�Fe¢ ! r )'i t 4 Date called: j p 3 Special instructions: Date wanted: / V/ ( .. . r i Requester: Phone No. • 5 - TS - 1- 7(v `1 7 0 / INSPECTION NO. Approved per applicable codes. INSRECTION RE D Waal Retain a copy with Mit . PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 1 Corrections required prior to approval. COMMENTS: /5 A i Nd $42.00 EINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, )?+ COMMENTS: yi/017 kr e 6 71/ / g y6, A ag-e 9 CoL1 ta.,-1 75) 0- w /e6 P 7 i457 (-4) r - Gin / /0 1 ' Acio 73 <6 itA lAt-f/. myt;t /6.4 TA 7 /0"-eyeki)e edit/NI/1 to( /7-44, i 46 7-4 go pm., a 54) ay bkuh... wai C (Aio-017 74-2 .. < 5 b&LQ4J T .7 ie 40coxs 0 4u.4*/ $y 6 Thi de, invt.ockl, izr -1, d4.4,0-P 4' AsLa t kJ q /(4. U-s&6,61 La - 1w4)424tA4 ckwee cf1 64i' ,1 Projec3 Type of Inspection: -_..) Address: /6 6 / mi.? S',. Date called : 67 Special instructions: lor 47'Y Date wanted. A/ a.m. P.m. Requester: Phone: INSPECTION RECOR( Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D$9 -0 PERMIT NO. (206)431-3670 Approved per applicable codes'. 0 Corrections required prior to approval. Inspector: Date: El $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ••• , ' • • • .. • • • . .. • .. • PROJECT NUMBER 2359 CLIENT 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. .4.-11111 CONSULTING ENGINEERS 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 20 May 1999 : Dreamcraft Homes 215 E. Meeker Street Kent, Washington 98032 ATTENTION : Bill Babb REFERENCE : Allentown Development along 46 Avenue S, Tukwila SUBJECT : Seismic investigation INTRODUCTION 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. 4041 WEST LAKE SAMMAMISH PARKWAY SOUTHEAST • BELLEVUE • WASHINGTON • 98008 PHONE 425 644 1080 FAX 425- 643 -3429 dchemphill @msn.com PROJECT NUMBER 2359 The first concern when placing buildings over alluvium is whether the soils have the necessary bearing capacity. Other concerns with placing buildings over alluvium are the potential for seismic shaking to cause settlement, or 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 20 May 1999 page 2 of 6 pages excess of 2000 psf. Underlying the silt is a dense fine to medium sand. HEMPHILL observed several older heavy masonry buildings in the vicinity of the site that show little or no evidence of settlement. Many homes in the vicinity probably existed during the 1949 and /or the 1965 earthquakes, and show no evidence of differential settlement. The streets are fairly level and show no evidence of differential settlement. maximum velocity, and then decelerate to zero, then reverse and accelerate to the maximum velocity in the opposite direction. The forces created by the earthquake cause the acceleration and deceleration of the mass of soil. 3 classification is 0.27. According to some publications, that number is low for poor soil conditions and high for good soil conditions. • 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'. ITRIVEREEMil PROJECT NUMBER 2359 20 May 1999 page 4 of 6 pages 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 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. REAVEPERILL . 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. EZEMP ThL • 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 PROJECT NUMBER 2359 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. or 7.5 5LA . (A - oo7;] U ►/Aut or 14-yr sS 1.5b - 259 - S VI / zNtripE.a000 N ZcffL (IBw) APPROVED PER PUBLIC WORKS LETTER DATED, 8 -ao - 9 8 CC4 S 3 3y f Ee• ) S5S s i 11 =ZO Z" satf\drA.9 .5 C!'IY OF T Wl APPROVED AUG k 1998 BUILDING DIVISION . L,0-rE A 94' 15 / : io FFElty = I I.y 1l ozz kwfr < 40_ Avq.n. A.L Suu. -4 C Secend AveAu.c 4 co Q reesk Tee Qty Notes -' Size Type Bar , VT Glass Grids Argon Screen U-V - Price Each Extensi 1 1050 PTA/ 770 S CLR TEMP 1X5 2 4070 51424 580 5 12 CLR 4x7 . 5 2 403) HR 770R 1 R. CLR 824 1 5050 XO 270 a5 CLR , 1 4040 XO 270 I to CLR 1 6036 XO 710 a l CLR 1 2050 SH30 570 , t O cut _ 1 2030 SH18 570 Co CLR 2 2020 SKY Sao S LW W-E TEMP DATE FOR BELOW 1 4039 XO 270 I 4 CLR I 5040 XO 270 2t) ' - CLR 2 4040 XO 270 3 a cut 1 5068 170 3D . S CLR TEMP Customer. Dreamcraft Homes Address: 21S East Meeker Kent WA 98032 (cease) Vinyl Notes: UOTATION ONLY • , tmo B0fl EL -EVEItEPT HWY Sg B[Yfl1B. ,. WA 98012-M24 (206)481-7101 • 1(800)800-5923 • FAX (Z16) 402-4811 Dimensions: ROJNOA ATTENTION: AMY THOMAS Job Address: Date. 5 13 97 Phone /Fac 559 -%W Misc. Nate= Job Name: INGLEWOOD H Plan Revision Date: Sales Rep. 1047 PO job Phone & Contact: Total Sell State Sales Ti Tote W I-- Contact: W w CC Page 1/1 ft t a 421totalinta Valid For Sixty Days Maximum Unless Otherwise Noted. TERMS: NET 30 DAYS Aft 4 S ("Ado liet4L 11111.4 .sal. = *JO*r .T: r•Ma fro) . Cell 1 tr 4s. f1'. • U a U0 n a# 4s OW Wm) Soo a. o*, 28 . a .:: b vAue?LD N'nro f) 292 0 . 0 4 9.93 Ref • *Mitt w X\ 1651 o•two't 11474 , WIiJ o 1 (lb% dip MfA s) 'z.ii- o.v5 Ile, o FINIL (.n" `Alwaq if") ID/ I. o•o*I 4 4. 11 itlerwo • a°°N" 41 ("Alpe 14.4 \ G. gk.'i1lD (Kg t r` / 01 ' • r4 , boxer w► (tom) 391.4( . Or1o`,ar'1, tl ssaso.x. iIas Ntt Wm.%( Wig fib GONG. fiI'Y 10 E"T. tr z00% P. 3b 13 o. 1, 10 giA «►•r1" = U s ti 2.91. 1633 243.3 1092 41 . 029 n.+ 0 33 • o ;i . 5I • 041 . 1 ' ,33 • MoF ►1. U'.. 0b04.1 22.71 9.4 4 150.31 44.1? 13,5 I bu04.L mo o 391,46 377,13 ' 13'.4 i Dqs-ozzi toe 4 ( �EIVED • OITV OF TUKWILA JUN 3 0 1998 PERMIT CENTER 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. r { that Ole otwn r1•>:•4 c '!fir h , : !< ^ r FILE COPY Tl;'t�1 ktA C\' O� VET k?P'R0 BUILDING p Iv IQN D%. , oz m aITY ofruKwI L A JUN 3 0 1998 R. HORN ASSOCIATES 25954 WA98 2 206P 3 o 1 55353 A c ) OUR NEW AREA CAGE 18 . . 253 • ( ), sirprucalunnr_. cP1r...cur_aper x or' s :532KEIRECI351M1232a...S.._ imr +■•■ `I-LA:TWA _PESI.Gt■ lexPIRES 2 / 10 / BAKER It ENINRS • STRUCTURAL DESIGN 6628 212TH S .W . LYNNWOOD , WA 9803 P . 0 . BOX 1697 LYNNWOOD , WA •98046-1697 • EDWIN F. BAKER, P.E. (206) 771-6666 DATE: FAX (206) JOB NO Ritelax-SUIC-7-L- 42.6 20 GL� w 'vnft 0Z4- + s'S lE v Oeal:+ ► i fi.1&S,I (—ea 's L, 2 , va P Is,c p , IvS IL, OR A- C2c.+'o P94 14r716 re-N2 24 8' !" Vet 1 -/(40 u '3 ' o C6r3; . • A°4..® BAKER ENGINEERS STRUCTURAL DESIGN 6628 212TH. S.W. LYNNWOOD WA P.O. BOX 1697 LYNNWOOD _ WA 98046.1697 .CvZ re l ,3 rf 4.4 x 1 T. c 3, Z rsg P = o,cgq..c(.% /b.4 x1 .04,3 p = 0. ?2 xI ,3 l i.,,4» i X 'I2 (4'r 'x 1.1/1-... .s '� 1�; {-�3,s,c24 KI,4.y-45�Mf,3 + .Q q5.) I'b,2 'J •�� M ist, tc9As iif 13-2. w• 5135 . RecF ' . wy,?•s. 42.4€ 0 0 e) s 77 ` 1 0$15, '' f$cle m" zrx1 0 , 12 ft r.) • _ tz 1714,4 J . ?' / (�: rb� = O. le < 0e wa fr oz 1h1 �, Q2. " pest, r'fPS ., SUBJECT. pe....+44._)tet4ker„Affro JOB. NO. " rBYY U'1 CHILD: (206) 771.6666 FAX (206) 771.6558 . SHEET OF DATE: 4 rr-9' 'u vE ' (3.3 - w toe-10) -( o,si /c 1 ,6--)e3,) •= o, (s, - -fir Vs12- l t fame- c r s V.m e 3T V 0$ /Z P C 41 O:OVt Pe- 0,1 W 1 0,12 pro R tif O.S` r 0, /O,I2 ----- ` uta (6)110 01 : . 4" (7003L.S '1P. - t - r deozisttp sue - w rtst; ems, : w -Soke 0 br=a !2" < YO W W= (11/0,coq- 4- Cv)0•016 0,1 Pi= ca op (• at- '` oecove7or 2. a 2 reqco,e, iQ = 0,1,2 . Pita. = [CO ttl ie33 +Ca2% ktp ^ 4 .2 '(CO,ic)2 ar5IdiCPV ,P Air IK • v P1.T : f , OT stet I trAC- w4t. P -, A•Itit M. . 14/44t, fr A- o it2/ 0, I .2' BAKER ENGINEERS STRUCTURAL DESIGN 6628 212TH. S.W. LYNNWOOD WA P.O. BOX 1697 LYNNWOOD WA 98046.1697 SUBJECT I Gt7e"p JOB. NO Oa- P.; BY: CHICD: (206) 771 -6666 FAX (206) 771 -6558 . SHEET OF DATE: 2,5 1-2,..5 1.5 .S' (0.73/ S to 2- "Mo evS - w/04 04" evo ) 12`' F+erri. -b FL uo ,15 L = 1, 3 pit -' 1 , i t o o l- k Qj = to .- 'p �► 3" ` " a O c , 2 $ E, t C2,T , c 1 .74 — > §— (2.5 x0,201530 G ( /o, c (p" 0ta ?-)/iP 4164 4 v#20 .0 `1"J<� '•4 sr'' 7e2 A 'CM 55 j z.8 w'$ 0 1-1 'M19'5-O 29'' N II 1.16c - '. p l 2 /0,5'4! 2 .c, '' C , /4 1$1Z0 s l. C2) i -8- - #:" � - `z As IR" ,ew s : ,4 Z 7 1 " z t ' 1 I 'z � Vv- 6.7 (1(0 IsK 2) & 2(0 � 1 VSa. iv " asf, ``"� l�.� ervoC.;sS . 12" 6c b 06 of (0'4) O.OI 4 ' C c I ' O .06 = " D .a3 /4/ = 74' 0,2 v) ` 'I • S2 "- ( . 2 1 - M - •2 .' ZN. orb 20 . t.co 114" :. t" 1 R-z C( '`d ° 127 3.5 ' ) 7 4- (b. L4 S13 Ct i- . .412.O..t(o- -2.9+) RD . w /I.( ?) 178 K � WIt tc (lb IDP,.- 57V(D5 1 4 r •� 6tG BAKER ENGINEERS STRUCTURAL DESIGN 6628 212TH. S.W. LYNNWOOD WA P.O. BOX 1697 LYNNWOOD WA 98046 -1697 SUBJECT: •iNu ItbspA a Cib CCP JOB. NO. OD 4T � BY•�.� -M CHK'D: (206) 771 FAX (206) 771.6558 . SHEET OF DATE: rtang. Lr i 2 lAoArid(f7 C.otAt C, • S• 3 , GGAU 7 D wf341 ,1 Ley --� /tom e � 473. e '6 O • ''S4(0 - i nj .-40. ®' it ''.(s) Zw z• C• fry " 4 •d'8, ® 32 ''0.4 �Svr3 Ciia.ofra. 50 ...a% p r `.i t- e3 .a 11.S" 13 f z7 'Mr at►� - .- 9(ol 4S ti = 3;0 (r fl io a2 rug k•T 4 14 G.c�►9�..orZ, •24(.4•t1' i'? 4- 4ti44)1 '4 3.t p ?mg', a ,it /,o6c lark fiA . tip cit40" 9 WALL Ft NV69 ', oeb s 9A V+! 4t4= 21.E \. ve)3 (at.� :,20 - `t`1 cana" . on-rh z � 1.. •7- +7-v4..91* .'3 Pz •rvv,110x,V7? Lit nn (ty e{.ti.oc1 Z* u `01,};•S$1•414)41 4 - c t14et 4.0t. stcrhivt4cAuk Pt.. N NO ,t 6t �j (4 4o et. of BAKER ENGINEERS STRUCTURAL DESIGN 6628 212TH. S.W. LYNNWOOD WA P.O. BOX 1697 LYNNWOOD WA 98046 -1697 SUBJECT i rx4i 4 l nl +A-BaDellig JOB. NO. QD a.V.ALVBY CHK'D: (206) 771 -6666 FAX (206) 771-6558 . SHEET OF DATE: Fr,o ;i - n-t. o c.Zz Fi It. ai) to) S w t. •.e•e 4t• i 1- secy.: Pi. ti° CrX30% 1 + STliv.0143+ c. 4. r �J PG- o ' ifs V3 VN, .14 2.4 44.o'p 40`e.o'; Z. 410 •O Q/1-sr,'. = to 9 k 144.P D/ Ap l*•n.4 - m : V = 4.7,h 4c ti = 071. x 4.3 Di!' f24 c4.10 F br Ap*fil*-t4`. Vi di :VI: i . .oZ . sal ti•$ FL Gast set.a:pv.4 stun wou.% Q ti 13..E V = r'/n-3 13.0 = ;17. rmr G.2 : 'L. '1'Y P f.47" w/11.t, wfv s r ern:: / Ni i)0 I: rt./ lk N *- 4%1%4. o4 s .1 SK w = ..'.1 Ir:t i�. MA-s 3 9\ • .01 t- ./ 13kb.14 • 401 ° c--r- ( L I — t / % 12 . t » Nbr sf.6 -h noiut 1/ = %r- 11- /z■e'L. °L.\ "' , I &- 11- e..F. .. Z, (. `� "rif P DO' •►464. c.tri Q 1- g4.10 V* 4..41i` • yrs ,14 F 4-‘4.611.4- 'x.a 4 Ill t2. r .-. &rwt, r 1.246 • Mn.' 4.f1c *Er% ..l( to t. i'` F . & ' 4V'c 2 4- 1.1.(olr em' .b) > 4.3 t .10 6 -tt' r 4 cz sii-•-irjt s .)81. l 1.1 Is kit e *p kdcL 0t BAKER ENGINEERS STRUCTURAL DESIGN 6628 212TH. S.W. LYNNWOOD WA P.O. BOX 1697 LYNNWOOD WA 98046 -1697 SUBJECT PI.4n., I VI 4 C( JOB. NO. O &a z. "5.11.111 CHILD: (206) 771-6666 FAX (206) 771 -6558 DATE: • 6628 212TH B.W. LYNNWOOD Wh• • JOE HO.42221 :jratiCHE D • a__ • •• 10 . r 410 .11 • •• a .._..I OR w • • _MD . . a 110 • T � s i iui 7 I 132110M 8NG =EERS • SUBJECT t Mom 1 9 14 A 4.431g1= SUE STRUCTURAL'DESIGN OF DATE: i MARK • . STRAP 1 • • NAILING . - BOLDOWU STUD • • ANCHORAGE • HOLDOWN • I ANCHOR BOLTS f€AIWA4• 1pp'h?Cpfm.L. :-I! - - _ _ N p ( • ' (i.)-+431/4) -i s i (XL ' Sser13 2.4' W 4 %g.D 24 MIN 42. _.. ... :.. lit 2 -At (r) 5 /0" ¢ (fir, 3 lb P. �T' i S e't5 Iio s/2 0, 0 Et a" 1"•1114 T 1 LtTNI 13L14‘Ner , P�' -R-� 4,S •ovS �1 TS Pao •`o row. To? k • ! .. Lo 4!lT..4..J.pa' a • - • :' - . , *- 1 =2.6-1•. :,ir •;,?.:- . z.xnr -. cat Katz.' Wt I.:.GQN.SL'5�9. �r_�.y■t- r►.�t�� _[ +� +� , 7:1' -' ROW - P.0 404 M Rea I) I'. - U Te 0 A'S ens .isam A . 4 SaEARWALL SCHEDULE = • STUD FRAMING I HARK SHEATHING NAILING 0DNit C SHEAR FLOW, ''EASE • PLATE _ NAILYNG - TOE NAIL . ../14 .OIS SILL PLATE .. ANCHORS ._.._, 6 F='-- ' ' 5 -..... SW I VIb " c C 0 13 e 0 & :,.. ea tlPde 4 t (06 4)6 SWZ 44,"0$15 Eq. S me. . �� ®;4' (2,�� (2)1 lsdl. ® \ �Zr I IO� W I . 0 e N CjNN/� ' �r I b 0Sib 040 4 ° 12 A j Q i 64 ® " I I too "4 ' /2 i � ' �J . . . � 0 F. 8 • . . . . . . , �,, lkk;;;&0 • 6628 212TH B.W. LYNNWOOD Wh• • JOE HO.42221 :jratiCHE D • a__ • •• 10 . r 410 .11 • •• a .._..I OR w • • _MD . . a 110 • T � s i iui 7 I 132110M 8NG =EERS • SUBJECT t Mom 1 9 14 A 4.431g1= SUE STRUCTURAL'DESIGN OF DATE: i bil-CDcw% 12-c.,rr Wit.. 9 ( 6 O 3 Z • dxL �1br S � `6/1-4- -'n 1 (.4 QD Esc - 's C vo u-., Ch..% C. 11,-1:u. a'l ‘,/ 2X 0 ST-1.4..c• f sq.(rp = 2 £ 4 ppEilw0 Am. • Div a. L.. c C = Gsa-t 9PQa -I- VI a &Sst.e ZUsn sew ' ' Z.rCIIe 3i 2.4 F=a2 NOD (b..F tart ' 'T v s coJ 5S 3 - t o k eic. — ((,CS7 *) S 0 - "4 - 15, tbr 1-Nog 1J t t urz, 1 b g: l( o c. L vVl �.rc� k% .0 W` 5. k4 Clk %N. CAC v;% Off! � L • 1 , 4 2 . . f J 1 h 3 C r 7 - O ) ) r� . C U rh Pa-ir S t v►.- t`D FiZc U l� L C v ,ti. t� Frt. ,- / c OUR NEW AREA CODE IS 253 ERECTIM 4/27d9 caV 's (, c� ?3o uc3 g , a ,3 L`) w7 o r CV. Vr C. td• L. ocs G'15 l ("0•41064.11 (. 470-1-6.0r- Ve4 3. pro= • R. H O R N ASSOCIATES KENT WA 644 - 2 206; 31X53102 MN6o.1 . W Folsom la Allows* WW1 Nod A 651 I I% 12.10d'1'* 1617 600 500 SS3 I ' 12.s0d 12433 •• 765 • t i NS . SS law values In p!w Spades Group Grade Doittlaa Fir %eI. Str. - 1,atc�t . No.1 No.2 No.3 Construction Standard Utility Hem-Fir Set. o. tr. 1 No.2 500 Construction 975 Standard � Utility 250 Sad 675 Nom Values* Nary grade *A on& to 2 "4y 4' limier. vi *Installation In • vei moo inch (pi) - the wi IW jumuenc Eater. Ga TobI s H w N) Tuuion _ Cart arias. ►Strut Parallel Redound P rew r )7r1 ' ending so Grain Shear to Grohs tondo Fi F ' F 1450 1000 1000 675 875 325 1000 650 275 ' 900 500 300 325 150 400 Inatapstton Typical S61 Installation Pt I P 95 625 1700 1.9 ' 95 625 13 0 1.6 95 625 750 1.4 95 625 1350 14 95 625 875 1.3 95 . 625 825 1.4 75 405 13 1.5 75 405 1250 1.3 75 405 5 1500 1.2 1.3 75 405 1300 1.2 . 75 405. 40 850 1.1 old - t: 'a. Lilt b { - o IMCALASe ??*.(0..1 Nc, !'afar , • SS 1NO Moths& of Pluriciry (Nam pi) E iii t t.4N -11 tM M:l. embers, the NS ! nails. 1S gauge Ow* Inkonallon Reinforce joists, taxis, and rasrs notched *Mg ocnatrucden. SS stud shoes its not a IoW taplacsmanIol ant0irsd maladal, MATERIAL: 1$ pugs /WISH: 0.hanIud INSTALLATION: Us* all apacl ere iaatsma. Bas Osnsral Notes. CODE: BOCA, ICBO. SBCCI No. NER432. 1.ED°' both so INK tow Ws was Idod kvarerallsak Roof WA sou to *AO for alab O tt tbaot rci c.) 9 INJQ2 PLAN• RE.;•Pir IoNs E1/28/ 1. ,_1•1_0.,_ OESC R / regr._....I.Mile.ttr- 7.PoINT 60, G Uppar- r60012. ep 12 goo F P.IT 4 7 1/4/0.2 _...L.M.1.16 goo m 3 OftriotsL_ C - NIND01.q__a_e_y_e_S. VIP To 4 7. tAl P.P o-A■Pe.E ■1"T ..... .E3 EA015.10./4_6e.N e.Rovr *A:LI:go 1.1 0. )171'111_ HAW('- TC.HE4J 4uwo .14 keA___aea To &bits on Wlisitacse.4 .:_r2_ ) ‘ Off 1. 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S lb-, 5 I_.5in F ._.._.__.____..w.__ _ ..___ Ro.N.T... •WN►.Qw.__ o� . . � �Ll� v 6.TIca S_ ..�= y : 3......._ ..... vn�.ax.. ¢_ 1.4.x. �.b.S_.._..... �''` :.... ......b_i.h.1........ --- ` ' =...�8 ...!h.3.___...__:. • .... . - _...l�. Q =...s kid.4*Ab.4. MS -. 14. 5' . .300 • 11 !I .--� US E.3' 2 )' A r.s.or47 PoiLcid c i12J pr meo, Sot a leo.olkih"-- .L.Li 9e3.15 Pt-lbs 5= 13.c)1 ins USE 4x.e2 H Fl..- N odt•r) E-1.- r. 5 5 2.1.6.A___ A I I. DA-int- rPIONT Dooy. g Pk% / -2-14 :J., ezel-co I 14-4 sc041 s: t'elt..t • e)0 - PL - e• , --- >U1-7(12 Hr2.. I LK. Kke., RP.4 BAY kilt■lk,o14 VI DR C IS WoliST C . MS) ; A=751 itps 15.14 int- . L-I6J S S ,PL.I F 4b04 -Et: 16% s 11n' • ; 5E-AM OV C-12- PIN 15 0 S 11-011 rnmoc_m.3,7 Afr‘ 4c/5 PLF' Mouix =1411.1klbs Co6;15Sin"' !•Ar. 5 b4-;e 4 :At4 eV I ' • us a 40 k1t2 t2r.L 3151 -. 14J.• 105 'LAI _40 = 141-a• 4tr)Pt-16.s s o. os use. ei-x 1-1r LLer L st..161/2_1Z.n 61. 1-14/.116.4 •z 4 . r. c;) 6:-.2J-C. g vniax • vorAgilps Rib r% c )04•16S 7 4 �....... 12 .�:.Y.. P`M.. 0.1• t:N'f R.Y I f'' V L oP EN:� CALL LEY_etn2b111 3 rg' 15e!!1...1 1.p5 A & N1h■zoc S I j i h - - -- - -..... _.. _.._.........._ ....__.. _- USA x10 DF2 Mc x - _' _?, :1351 .ft; I6s • 19.01',n P r..x rz. 0 $71. • .14'1° 2 -2.x IO H F2 @ 10 '0.4.. b. _.QI.N_ OPEN ./_ALL. E.L ._E.V. .!T.l0R ._._ Wi 3 =13 ./r ei• 40- ' __....I` 1 6s • _ e) R. Ca rl. RN. / o PEN'C, - PAyi R _ F�wt Door RE 5I ILA= C/ 5 LENATIO>JS , 18.4S.110 _ T L-.:.._ .R Js ,_�E kl__. ND S_. d F_... R ._. aga 1Z.M ( J s rs , (P .. De i?M F- g-._ _ %.E v_A_r147-SLs P=1.45* 49 I: L6S. 5 59 PI.F NJ = �5f�: 5 = 10.94 ^3. ---> USE. 4 xCo ItF 2 ,i 14.494/ Co isl.a2p_INJ H aR S, (ALL le- _/. i P= 1 090' ueoa x = 1 0 I.�J .-J 4- P - ..j 2 3'. k w c.6,7 PLF A . Mnnax P-4 2�2 RI rz 233211.' 16S - i��.2_-a ".... _ . .. ....__.. _ r4 Z 4 , tvG n S 32.4as ih3 . tl".1 a 40r• PI.r pe W= 41? Pt-r 1 , 6 =$ i 6 II --''FUSE 4x 12 '' rAMILY RM. SLIDING. Gt... c J [ ,& . &1-1,,_J� .ic •tPivz..bmo. Per Msnbx = RP•" -2. . z a I i t E. _ - ' N���R (ALL St.E.y.4?IO US) . P It 33* 4 �12P(1_P- 4se, A 1.4.40 SO/5 tn2i \/A _• I .75 16 AI5s92JD n,4jC a RP'' /- . s ezo V *3 n 12152_11,5:, Pab ° " 1 /8 : +c 3� Mnla socA• c- 28. loco Ins b�� G J 1 e )-- ° , w."/ c Lfb V�a��/� � W' /Z.� •�- a - 5 39 P b�-P a /G5 MMax 280 ► h 164 = , , l_ 51'tl -P= 5- 5 ula,ax ' 242 I6s ... A0. � X WiSNl 20• Rea A 38•2.1ih VMS: Vp. = 2424 bs Ve • 1 `—� LIC.e. 4 X..12...t1E. 2 I! FAMiL I ' RM s.,.PLh_p w .N DR (ALL EvvhTIo_6IS_) kl 34 Pt, F h,s, 3 b ft :165 5 :_A-4.1 ---�j US E 4x 12 D F••2 �� ! L w..i• (ZM F SID.. FnMI,� �M• kIszW I .ACErt$ (ALL 1�J = I OY L P :_ - - - -- �' 3 M���>c . :33..rt•'.1.6s 5_ %� I?P.1h.. '- - 2.2114 5 Tur Ov C e.V 2 i 'Woo Pt.6 fr1y v 90e: f k-11 S = i2.8'. ir0 use 4xe, N F 2 ._ G fa fz C?l�Rp� E - - DR _ , 1 .2' El ��T(ON �hto¢Sr cAs -fv •/rY+a� = = x}35 ELF' N4Man_2- 39 29 Pt X65 53.88in' 4 = S14 1 ay= .072' "Ace, = •3�' -•--->. US E. 4.112_1)12. .F3../.0 _.p.S. .Z .1 y..5 ' ■/TY:.% vA =.)7 6 _ -9. h�Ma Pa 6 /-Q = ?x023f i:16s 2 - GAP. aA& bo eAJbER. __ ..!..W'_ .i-. 1e - b1.08 5_2._cAS E) • 21 PLF M ma = 8389 +1s 16s S = 3 c id3 S.P A. s ‘4 3 84PT. = . O°) 5 ""-?!.. U Er_..! 3 /.q. x_I2:_.M J G PO - LaM _.._.. _._._.._.. - � . 88" _ —... D..PT. ►_4.N.A..I� _. G� U. _.LhM . I'1ADfZ . ?� F' v •-_ by( 103516 tAtidtax = 83b LIbss d : 5 W..P 4 1 3 5 4 E-Z. - • a? ?" Nr).oW_.H.EA.t7EIZ 14 = Wa.t. I.JEI6NT BEt..ow Iri.00 g JoisT • 5 -3 ' Jrn 2X 2= 2 � . 2 �_ Ib ...S..__.. __ - .. . W c :AP..PLF.......Mernax. _. 39.,4.SF _.1L>._... S= . . .1o2.�n 3 .......� , "..._...._._ 5.w..�yl3..t34 e•_ =.. • '� /'3o = . 21'' CNoo K, wimpow 5IM11-•42 1 ' . • I. =' 41.$ ,/t.nz... 41 i6s. A z 25,9t inu W - 7 72 ft,F Hhi,a.. = 1 S" 2 3•c) 2ih 1 - "--> US M. 4x 10 D _ F 2 iL.Te -R16_tE N06 le- St.. Gt.. D12 . Hpl. 0'L4. 6_0. VATIOIJS Se' . ' 3 yn,ax . 2021 Ibs A= ';2 i '- 72 PLF tl ax = 2(0400ft:)65 3= 36,48 in' • • --',. u.se. 4112 DF2 GR l4e_ Pr'1 UNOf:R__qOD K� D IN l-.L__ VA _..- _L 4 ' 4" e.m.a.,,. =_2 s.: /. =..34.14 'n • . ' . - '1i4747PLF Mr, „= 2200 ft: 16S 52_: 3.9,j -in it — us e, 4x12 DF'. G Rp.6, 1 - ` L.01.4_.FAu M .A/_j,..agNpit_y__ wA LL (ALL. a.t 2 8 - _ae � = 5 ■/�+ax = 2_232416.5 A = 342.A.21_i_ � I W= 911 PLF l`'lrsax = 2t(PG k,,_i.6. S = 3°) •... 1 1. • (I .. - --4 °' USe - 4x l/ DP 2 _) C :/›.1.-11- BEAM i6E�014L.— D2niUgaJcLLLLhIC2 &M Clki--__L. M.L.M.YJ I I�'4 '2'� ' ■i \/ttax %J 14+L b s� A i.8,0 &_ir? • . _ i (J: 550 PLF &lax = 11910fI✓ jb s= 160.4 i n 3 1.1 —4 use 4 x�J?F'� , 3o GRP E A 1J~ 8V, = .a 1--...P-VA TIO►is) . • • - L,Qom _ P =1ss9* v P : ° VLF(2.1 -1)) = 3.5.. r 0 W to, PL.p 126/40 11 w= 47 5 r LF 1 " 1 1 t . _ ---- :- 77 C. 1 .: 4 A.Ii01.4..1 .-" 4 3'/2 x = \/P - I,b.41 :.: 16s ` I1 Mm.ax=RA /zj== - ...SIM _ _ - A- o=, • V5 = 1195 Ik • I . Pa 6/1 c 1 lobe , __..... _.. _ .. i i � 6 0 10c5 4 '-`�' USE.- 4 x 10 Dr2,_-_: .. • -- - . '= MriNmi ° 3o92ft:IbS = 42.41 in-- • 1.0_ E yAnot.15) =QL.IoI0 PJ)_ 2 /, 1(oi nt Z lT lt.TM PACIFIC NOITNWIST TITLE COKPANY 07 WASHINGTON. ZNC. 1210. Third Avenue, Suite 3800 Seattle, IM1O>tiingtoat 18101 (206)622 -1040 TO Re /NaN 19201 Renton, Wadhington II Bern: Tim Burkhardt co: pacific Northwest Tit e 116 Washington Ave. N Rent, Mashitsgton 9803 Attn: Jean /13040920 Dreamcraft a12 3. Sleeker at. Kent, Wsahington 98034 attn .: Nike 4 1PPL6NOTAL TITLZ MOST )55 Your Ref. Sec.: Dreamerals seller: Xliaker corporation Nortgsgor /Pwrohaser, areamoraft Cur Order NIO.. 340700 Supplemental No.: 1 The following matters efteSt Mrs property covered by this order: • The legal deeoript.ian Ira r a been amended to read as follows: Lota 1 through 11, inclusive and Lobs 25 and 26, City of Tukwila Boundary Liee Adjustment No, L96 -0077, recorded under Recording Numbers 9602.050519 and 8801120917, being a portion of: Lots 35 through 39, in 1ue ve, and Lots 42 through 60 inclusive, Block 1. Ind Late 13 • d 14, Block 6, Plat of C.D. Niliman's Meadow Gardena Addition to chi City of Poetcle, Divieioa 31o. 1, aaccord3aq to the plat thereof ree rdad do volume l2 of plate, pages 64, in ling county, Neehingt • ; * *Iecept as to the matter's reported hereinaberve, the .itie to the property covered by this order hap NOT bean re- examined. Dated as of May 19, 196 bt bm /47A3V IMNJ 0:00 ■.m. PACIFIC NORTRWRST TITLE COMPANY By: Nike idaxkey Title Officer N,6603 1 06 -8I -6 s • 3ILI1L AN OWV111 CITY of TUKWILA JUN 3 0 1998 PERMIT CENTER TO: Permit Center FROM: Public Works Engineering DATE: August 20, 1998 SUBJECT: Dreamcraft Homes - SFR 12080 - 46 Ave S Permit Number: D98-0229 Contact Person: Vickie Martin Phone: (253) 859-9697 JJS/tkf • - City of Tukwila Department of Public Works 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) 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. Eamst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON AUGUST 20, 1998: Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 4334179 • Fax (206) 4313665 r August 4, 1998 Vickie Martin MJF Holdings, Inc 215 East Meeker Kent, WA 98032 Dear Ms. Martin: C City of Tukwila Department of Community Development SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D98 -0229 Dreamcraft Homes 12080 46 Av S John W. Rants, Mayor Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed 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. Sincerely, Brenda Holt Permit Technician Enclosures File: D98 -0229 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 413/3670 • Fax (206) 4313665 DATE: Pi TRLIC WORKS DEPARTMENT COMMENTS August 3, 1998 PROJECT NAME: Dream Craft Homes Lot 25 BLA L96 -0077 PLAN CHECK NO.: D98 -0229 cc: Gary Barnett, Public Works 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). ACTIVITY NUMBER: D98 -0229 DATE: 8 -11 -98 PROJECT NAME: DREAMCRAFT HOMES Response to Incomplete Letter _II_ Response to Correction Letter # 1 Revision After Permit Is Issued Original Plan Submittal DEPARTMENTS: Building Division �( Fire Pre ention AuJ� n zo -ft) 540 Public Works t hai m , tructural DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete ❑ Comments: TUES /THURS ROUTING: WR•ROUTE.DOC 6/98 c (vont Con PLAN REV EIN/ROUTING SLIP Pla ning Division 7-16 Permit Coordinator is 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) v REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 9 - 10 - 98 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: ACTIVITY NUMBER: D98 -0229 DATE: 6 -30 -98 PROJECT NAME: DREAMCRAFT HOMES X% Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter Revision After Permit Is Issued DEPARTMENTS: Lain Division 1K 1 -W - elf: , Public Works f4lt#d 8-3 DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete ❑ Comments: TUES /THURS ROUTING: Routed by Staff \PR•ROUTC.DOC 6/98 PL F'e UT tl)d Fire Prevention tr�ct� 1 18 A a, Please Route APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved E Approved with Conditions ❑ a (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: �we on ma,+led. g-4-98 REVIEWERS INITIALS: REVIEWERS INITIALS: C,Pt, Planning Division Permit Coordinator DUE DATE: 7 -7 -98 Not Applicable ❑ No further Review Required DUE DATE: Approved Approved with Conditions ❑ Not Approved (attta DATE: DATE: 8 -4 -98 comments) ifg. ptd DUE DATE: Not Approved (attach comments) ❑ DATE: CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: gI7 frt g PLAN CHECK/P RMIT NUMBER: CIS- OZ21 PROJECT NAME: P revi PROJECT ADDRESS: 12080 do Av S n n CONTACT PERSON: I ueo M44411 PHONE: 253 REVISION SUMMARY: Reuti<n) s ite Oa n `) ar ec f Otakin SPALiS S , dam, S(3g -� SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: RECEIVED Gil 1 OF TUltw u AUG 1 0199E PERMIT CENTER ihvtlAtri 3/19/96 Dear Sir: C. City of Tukwila Fire Department Fire Department Review Control #D98-0229 (511) Re: Dreamcraft Homes - 12080 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. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd July 8, 1998 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone. (206) 5754404 • Fax (206) 5754439 • REGISTERED AS PROVIDED BY LAW 'AS. CONST CONT GENERAL ' REOIST. # EXP.. DATE, CCOi MJFHOI *092DA 10/01j.998' • BFFECTIYE.,DATE 03/01/1991 . M .J-F.;,HOLDINOS INC .215 MEEKER KENT WA' 98032 (I) Signature tiff Issued by DEPARTMENT OF LABOR AND INDUSTRIES' City of Tukwila Fire Department Fire Department Review Control #D98 -0229 (511) July 8, 1998 Re: Dreamcraft Homes - 12071 46th Avenue South Dear Sir: 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) Thomas P. Keefe, Fire Chief This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Yours truly, The twi a ire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) S734404 • Fay (206) 57$44439 1. REGISTERED AS PROVIDED BY LAW 'AS CONST CONT GENERAL , REGIST. # . , EXP. DATE, CC01�' MJFHOI *092LA 10/01/1998 EFFECTIVE .,DATE 03/01/1991 . M J. F :HOLDINGS INC - 2 15 S MEEKER • • . KENT WA's 98032 le& Signature ����Z��' !Issued by. DEPARTMENT' OF LABOR AND INDUSTRIES' , SIDING PER - 13t,DR'5 SPEG'S LErT SIDE ELEVATION. I '-o.. P ;Li UT u)Pt AI AY (ROM t F- /S 'TRIM DIRECT VENT F/P W /0PTIONA-1._ T. V. NIGH E Orr. 2 • Z' SKYLI6HT t t mod. ,...011 2x3 -SILL }-I/ 4 "R /5 SMot SIDING PER 6LDR -'S. SPEc's 5° 1° J EP EL EVATIoy MEI 4.1 ;XIII& mom W 1° 40 ?OOFING rER- bLP9 -S. S PECS. • I understand that the Plan Check approvals are ,�u of I sub }ecttoerrorsand issiOns a � ,«ot4i. . z of any Oa; -s doe: not authoriz f E, I a dopted code or ordinance Receir of Con - , a cl�acLnOWledQ I tractors copy of approved P -• f i I it° By 1 °ti �Ag Date -Permit No. 1 /4 " =t' -7" 1 t, aill•Miarm ..111/1•1111110 FF-OP4T E EVAzn N - 'W , ROOF ING FE ._ D RS. SPEC -'S. SIDING PEP - 6t.D(L's . 5PE.G 8 ° CITY OF APPR p G k 1998 BUlLi NG DM Izl &HT SIDE ELEVATION SEPARATE PERMIT RE *UIRED FOR: i MECHANICAL. L.ECTRICAL ;ItUMBI S PIPING ' Ti C OF T1,93 ' II.A BUILDING DIVISION R/S FPSGIP " EXPOSURE L*P SIDING !r" R/s FPS c IA I• 15 TRIM IX2 R/S OVER W0 EA P-AD RECEIVED CITY OF TUKWILA JUN 3 0 1998 02.24 PERMIT CENTER DRAWN I V1 DATE 5-23 SHEET NO. IH O s F.rJ SHEETS JOB NO. PLAN NO. IE)I4 { L 1 IN1,1.E t�IfOD. PANTI±'' rr 11' � 1 MEN �1 • WW I R *U k Lai �� ■� [i u �rl� tl 1��CrillJsi IMMO r � I 12W sPAGE ° 014 24' 12 30" MIN 54'x34.0" k3o'' MAST ER- REF SPADE �2 3Cd JZ4'j4h' j 2k° JttZ 'V-10" 4x t2 Or2 �' 2 i IIIIIIIII g 1 2 DF2 4©34 �J,S °[v�56.( At, TERNP\TE I ITGHEN PLIN I/4 " =1+ -0" KITGHEN Gia ELEVAT1aN5 SEE 5HE: .T 5OP' FOR ALTERNATE KI1 -IMN CABINeT E.LEvA TIONs. LU I1 DE K DE.SIVN .VALUES* FLOOR JOISTS ' HF 2 F" ='75 'Fb= 1175 STUDS 4POSTS HF Fc = 4o5 I BEAMS 4H EADER5 L-IF2• Fv =15 )'F1 , 850 u ` OF? Fv =95 t Fba875 RAFTERS 1 Fv = 75 Ft': IZ7O # DES11&N VALUES DERIv8.P FROM TABLES 23- I -A- 1 4 23 - I -X - AND ARE C=IVEN IN POUNDS PER SQUARE. INCH t1IGgOLAti F,i= 285 F6=Zboo xl0" totU -Lf.M F.isicp5, =2.4oQ ELl•bxNo` cox OF I Fs/ F 85, Fb•1350, kli01 E SEE. SHEET No.e..oF7 Fog. S HEARI.JALL 4 HoLDowN SCHEDULES LAZY . i SUSAN ■ i 1 SPADE PIKE VENT F// ItJ1 LDAJrJar INSfALL Pale. EAffCzY DUR- Et 5 ho,r) 10%•4+.4- 2xt.• WALL CABs Y x H F '2- } .I 4x6 P2- PIioN fivc 30 "RAWI- (.0.7 IN RY LINE OF FLOOR ikbOVE - - - -- — — 4x12 RF2 - - - - 9•x 12 DF2 At °3 1 x0 (2)1 '/C2 )1 Pte* D, QTR.. RN() TRAM. o VEP- 4x 4 HQR.IZ. MULLION 4x(' HF2 o vE(L- (1) 2 P..P. LF RND OYER- - ELEV.'F� I 2 -ID" 9' -4" J,2' -10" A Is' -O" 'L oco" MAN F LOOR FLAN SOLD" U.fl. M1 -1`i cr 8 ° 1 ° o.H.2 NON- BE"R.ING C.OLLI h-iN SEE PET. 5 HT. * 4x 12 DF2 5 °4 °x0 4' -O" 2!-0" 1 LINEor Ftoo - AI3 o . IMPACT BARRIER EL EME-NTS 4 swrrCHE5 Ib"MIN./NE /WE SLAB 1 11p +D I'Efnttrafe- 1Idjj. 2� -ti✓: i °� LINE OF 2 -GAR &ARA &E OARAt& 5 /8" TYPE. 'xi c44g COMMON WALLS CONT. TO UNDER -51DE OF ROOF SHEATHIN& 1 i Ji 5 Ir lRAr''St4C -7 Vv1E$ GN& tc� oC-- - - - - -- I � i (( 8° - ]° ©.H.p. ZO t — 1 MI&?D-LAM(f6 % 2$00) (OPTIONAL 'Wes x to 1 /a. JJ`` 2O` -0r 5o' -col — I 30. I POW DE- 3 -GP4 &A(-, e'D' 4' E' L- V. D PTIO NAL TV N I&H E 9- FIRLPL.AGE O 1 8 °7 ° O. H. D. 5EE P .T. 5HT! 24 M , IN 4,5 24 "PEP REG ESS NI"NTLE 0 ca pritt O A UG 2 4 :-;• g�JlLiJtt•1G �- RECEIVED CITY OF TUKWILA JUN 3 0 1998 A f pp Ep. PERMIT CENTER MPIN FL 984 S. F LIPPEfz- FL 830 S. F GARaUE 440 S. F. 3 - &AIZAGE =4 DRAWN h'G z CO W °° o a z l, iiP i DATE 5 -2 9i SHEET/ NO. '2 SHEETS JOB NO. PLAN NO. 1814 INC,LE 44OQ2 M o r o -, ' 4.• . r 4 & LFFt:.ttrlcr( � idt GOH Iz la. = . Ur. ' CLJ k ME= .. • 2 2 .°17 %) .,casscap. f$ Ste On, 0..%. ,".., 3 3 ZA+T14 . ut114144 MK= IN ° D 3 18 , o - Z ME 1 03 NET LLu ( t 14paws(••...w /...0 0. 26 . No LtnWt kids 1 3 o 2 , o lc0, 4 cCNG. ►D 10 •••""\.• ti n. •SKYL-Irgtr. tk 8 .L, • 4.6 E..1 cow.* z L41..., 4 I , 33 1$.53 rpoftwoki. L& Crowe .71,c5-7 Fon Tested'. 0,1 590.26 WA MhYnium Roo N. 1Namnr Menu... Lama F.N Minimum smooth Mamma, M,,Mrrn length Fait Ma,Nrrn Ethanol 50 4 Mich 26 4 Itch 70 3 - 50 It Itch 90 5 Inch 100 3 2 0' Inch No LtnWt kids No Lknh 3 .0 4 Rehr lc0, 4 4 Itch 20 3 10 5 krdi' 391.44 5 tndt 100 3 00. -.. •. I loch Na LI. 3 1 50 100 lin=11111111111Krtalanal - N. L50 - 3 - -- 13a } Inch 15 - / Inca No Limn 3 *• 125..... 7.Inch 70 7 inch . No Limn 3 Nunes, of aedoo.ns _Mkdtnu,t -.. Smooth Oust Minimum ¢ii 0' t Maalox= Length Maximum Numb. at id/. FT. • U : L1A Odom.=, '.' Oton for ° 4'54. Mows. 3 or Ilse 8• 0 .054 20' 3' 1851 272 7. 5 . 2 0' Fta4z.i. (n•LF ' 4'0, more S ! 5 30' 3 s . S i CrD ./ Mg $ U1G. /,i1iKF 1 ,tout i xiod .T: OW. /*Da. a..) CsaH flA,Iatr id/. FT. • U : L1A I n Lt444-4 (war 4011, -AP.4) ° 4'54. 2- • ta II VAULTED 01 F t) x .5000 G/2 0 .054 9. NET ydAlI,s(4. st :+ t1 1851 272 °•o „ o ••S 114.7(, 17(i. b WtJ DOVIS ( 1 n .1K.FM40) Fta4z.i. (n•LF ' 1092 O.O(1 4 i.7'7 yx?>r�1 - S 4.1 o. s p a lc0, 4 caJG. :.x "� ftg ”' '•L, .. vwW , 54 bux a1... (tax) 391.44 "QIET ywi.l'e 391,4( - 377',x- • 13. 4 WWti glop Sir. Valetta. an. Nmo. Air the=y Cad. TABS-134 MNYwe. Source 0p.dle VMdNbw Capacity l.atdr.m..t. kNandttMtts 1040MM. SO etm 30 pmt Kitchen. 100 can 26 ctm Continuous opt•.tion TALE Vawt.Mlo. How PaVtd+amrtts Minimum 40 60 too CPM teat 1.mn0 edition Maxine 75 120 150 120 180 1. . Thf4 unit sawn not be used tot'dwoirno unit. containing more than 6 bedrooms. TAILS 33 pre.o"p . Ulm... cwt hake Fee oodt oddkbnat Miaow **act 0 NM from length. Fl., ducts of this da nt*/ Mr not pamlSMd with tam of this .Ira_ TAM 3-6 Fungoid** NMgrdt d Forced AY Suppip Dole /tcing For Worths IvM 20 NM tome . duct dIrMM 1 Inch. FM Nbovn nu/Waving mom that 3 Musa. duct Mamma 1 Itch. Dcig-oa?-9 _t NOTE 14 -0" SEE SHEET NO.(aAOF i FOR. SHEAR I.JP.LL SCHE PULE 4x8 HF2 4 g , 34p 9'- /4I I' -G" ix E' H FZ 4 ° 4 °xo 5 2 -g � de - 1 d / - f 4 BYPASS k3E DRooM © ID l h" 2� e,l -FOLD Pee. 17g c'oM R- R To t7 E DR 7 _ 2 RADIUS PICTURE 1xCHF2 PHONE I4,:reR - RESISTANT & .4e, To t7O' P.Bv_ PRAIN INLET MASTE BE DROOM UPPEg FLOG( PLIN r . e'p` Rp` v E. F-00 F C3 RECEIVED CITY OF TUKWILA JUN 3 01998 PERMIT CENTER I Z ad 0 C3 o DRAWN DATE S -23 SHEET NO. OF 1 SHEETS JOB NO. PLAN NO. 1814 Ne Wood Dq8 -097?-9 NO1E 4x8HF2 4 ° 4 ° SEE SHEET W.lO. °1 FOR SHEAR WALL SGHE.DULe 10 °- 'f x 8 H F2 4 ° q °Xo 36, O 5 0'0" 5' - ion i 4'- ! `/2" 4 BYPASS E.PfzcOri E'EPP-00M "x 10Dr' I - 3 JIM watui t'* 111111111111111111 5'. NI1 eiNE>L.E. 8' -(o Vs." 4:98' S •u. T (f .' /4 PLATFoul -vex, r r) 10`- ID ` s" 7 PHONE OPTIONAL urPE FL Dog rLJN wATER-- IzE.5i5TANT ( -4,1.45 TO t - 7O "Aay. DRA IN INLET 14'- 0 T fi CITY OF TUOItA APPRO AUG 2 4 1996 RECENED CITY OF TUKWILA JUN 3 0 1998 PEA CENTER I U) CftwirY cC o JOB NO. PLAN NO. IN oPTtoN IN&LE 1,4000 b9g- o?a9 12' r k-IO T E 9' -o' 4'-O" 4' -c" t—_-t L- — 4 L L _ -. Bc4 w /(t2) I� d 24". 48"x IO" cot' ,x8DF2 2x8 HP2 FL OO R , JOISTS 0 . ( TY PICAL L__1 V y 1 4'.2 4' -2" • • $' -9 '�' A BUg.(i M+ /(2) ' /a" of BOLTS TO Pc 5T 5 /8'0A. BOL C "SUNKEN FL©olz SEE SHEET NO 7 POs. HOEDOWN 5CHEDULE 4 NOTE : 51 LAYO ur PIERS - I fYx 18'x8 "C EXC. EPTP NOTED) 1;`,1; POSTS - 4x4 HF2. (4x EAM SPLICES) BEAMS 4x 12 DF2 EX EPT WHERE NOTED FOUND/..T10 N V ENTS - I(v "Y CICIO PEQ'2) TURN Jo15 4 cf•NT'L. z1 -v" FOR- F/P FRAME OVER) S UNKEN FL STAI F-5 5 - 0 11 _i___ � — — 16 FURNACE � �r1 a I 1 • _ K- -OUT 444 N2 STHD10RS r - � t } I 5o'-o" 5 I'd -o" FOUNDATION FL- N i/4"= (Lou 9 "601■1G. SLAP) SLOPE 3" TO DOORS FOP- I712,A1NP‘E CON ?, ICo" x $" rrOoTIN6 o to LINE OF /," F2N. FOP- 2-CAR GAR 1 10L4 " II dJ sT RECEIVED CrY'OF TUKWILA JUN 301998 PERMIT CENTER c L) E c„,:f o DRAWN frq DATE 5 -23 - SHEET NO. OF 1 SHEETS JOB NO. PLAN N'. I814 INC/ .E1400D' !. la.. m a:ll OE 6incr..areu' 3-I1d z 6ry piap to jo.. aweail catch wed 2-6d A I" a 6" (23 =ma 132 m) *balm or Mt n we joins. fa. mad 2-4d 4. Wk.. due I" a 6" (23 nos a 152 QM) wbtimc n sate pia. Me nail }{d 3. 2' SS i m) aubfloor a join or eiraer, baind and kw nail 2 -11d A Sok Ma pin s Obtain, typiad fact nail Id a 16" (4 r) *a Sole plra ..to joId ar biockll L b raced panc }I6d per 16" 06 ( �0k - l 7. Top plat. to mad_ and nail 2 -lid I . Snd to ea. Place 4- 64 eoew.1 a2-164 and aa4 4 . Doubts wW. We sail 164 al 24" (610.ta).s. IS Dowtled top l face 6 16016 "(f06 am) Double top lap tyliat r x 11. e(ockLy ba. jata a fatten to ap Mae, aot..I 3-63 12. Rio join to sap pWa toenail ild fo cis2sr).. 11. lop pYas, la. and )swapbm, faro sell 2 -16d 14. Coot... inch. two p)sest 16d at li" (406 m) Ac. Ma; each edge I3. Cad., ate to plat. tosud 3-4d IA Coatir.r brader to mud, *mad 4-4d 17. Ceding jdaa.lep wa pendia ., paw sal 3-16d Ii. CaiWu6 jo(oa a model *tart, face.aii 3-1 19. Ratter to pi.. ncau7 .• 3-4d '.£l. 1" (23 nun) bra. a ...and atd pleat. taw eat 2-Sd 21. 1" a 4 m a 203 ao) deaasin6 ea Ma to eat WA.. rat. ..0 2-id 27. Wier ter I" a 11 ao a 203 ma) *Mars to eat beaim. face -all 366 23. Bulk-ap amp .suds 16d to 24'(61O al.).. 24. Ewe -up airdar and beam 208x32 "(Ill sal oz. Y aop and boom and ...trod 2 -20d at andt and at tack mitts 23. 2" (SI m) ..... 2.16d Y eam 2A Wood ammo! purls and pr6:kboold: Sabfow. roof and .a0 MM., (a G."dabb (I ouch . 23.4 own) 1h m Mae 6d • a I /u'•�a. Sic oe 6d 1 I 4•1i1: lid. or Ids CoMMado. a.bfoor-aedld.yaeat (a fra ti.p (I b. 23.4 and 1/4 end lea 6d' 1 ) '•1' ad Ifh "- I'4' 10d.wSal I7 Purl Banat (to Uwiozp '4'111 m) or Ma Gds l fi (16 aol Ildt 2S. rand n. d Aiwa 'ham lU al.) Nat 11 µa W. Na 16 p.' nM" (20 al.) Na 11 S . 5 No. 16 p.• M. IlN97 rrYe6 t 4 4 ki rnr.a.,C01 TABLE 23 ' ^ SCHEDULE lcoa..a or boa ads my bemadnap *UR aeen.ke .seed 'N.Sk wed I6 hobos (112 um) oe owed a t.sdyesaae,, 12 i.dtfa (]07 al.)r i.ann9w*yp ..06Yaws (132 . ) a l.4 wa.ppppaaauta neat s p . an IS inches (1219 ma) of oars: Por .allinp o(.00d array pad and pantcleboad 6apkips mad dues wank m k t a Section 23143. Nails f a r call madam m•y be comm. Data or f or defamed MM. 'Defamed simIL tomakertotalsuns WM a aim .Bs aonkraI.I to the aadaeaas of Seals. 2723.1. e %aamere mad 3 Yaw(26 ats3oneeraa mod. Wye d6Yrlre(Ill mad onaaaa' rp- Y.+aWw moan ail. Irbh 1/44, bm -Yea r (I) sr) kd tad i'Ja.Ycy (36.ra) le'i'b (ate Ih.hda Wm.) riaeadtdog ood 11/4-lock (44 to hi•+mRDs.al absW mr aoru(ao.lyndew7.' .. of Senia 2323.1. 1.0. odds oa.Wi /µ ram(11 aw)ao+a ad 11/4...(211.641.01 fa'/- lodi(I3 sr) sbeaNnpadI1/4•d(36 a.$)Y•Vifar ,1.6(20 am) Jwaibipaedaa {mosh.aqubaaassdfi.cslon 2323.1. 24oei appeal.* 161.711a (406 ma) I20 Mates (SOS m ifinemtiu oak Y W Mg db.*. o(Al pad .eka etherwlat owing. C dl. or MIA NM spaced 6Yrb.(133 m on ) paecl *MA 12 Yana (30S MIMI- .. Panel papponato 24 l.dw(610sw). Cu., of !WA ass speed 6Yeba(132 m) on purl adps, lX Mhos (703 aa) et Waadwa sappona D98 -oaa9 t\ 4x ! p DFI W /BC% w/(12)1(o D8L.2><IP'S 13EL0 L,1 WlNDQt.J SIDES }. J0TE $Y/ ?T LAYOUT SEE SHEET NOls Fo R FLOOR TIE SCHEDULE. urPE1 FI -QOI~ Ff iiN6 PL / 4,, ; I r:Q 11 -' CArtT!!.aVEF- IIII 11111111111111. 1111111 i 1 ! 11 d►G �' I' 1 11111 10 t1 "='III =2t =11 41""="=" 0 511 1 f II s`=I11=11=1:1:11.21Y=1=11:113 : II=1 =11's®11 r ,/ /im' - c-r- l�t I 14 1111111111111 81.4-1'16 gi v VIII d ?I E FLUSH g' RPaME % 1 . Zx ID'S C-' 1& 11o.(. • SOLID e3.1.06 KING °vEPfZiNh - TYP. 24 "CA fi I .,00 13,1 1, ��7ERNATc KITGNEN Cf.61NETS O PTIC7QA -L 2 SG F FIT " 1, 2 SIN 39' „, 2I jI / 30 I-4O CITV C R m APP A IS 2 4 1998 • sl r co Lfra CI TRECEIVED, ILA JUN 3 0 1998 PailM T CENTER (n TT W cc; c,„) z CT sa 0 W di � JOB NO. Qa l .3 L24 J N I DRAWN DATE 5 -23 -94 SHEET NO. 5 I OF SHEETS! PLAN NO. 18 14 iN64.6wOOP .s_.42.cAT[ s- c..atv;. wwL't 121ELS w •,,t • F4. Pq�ni R tri>• � -. r . 'r t N wa c+usvyrr ' , • •12e0'R00 t( D 8'14113 :1kt -- scsi DRLL eckow eaa . ciA0 9de34" n' I 4i3 9" 14-d0t 7 Ps- x -� 3.2 oc - 5U R VLCf1 pLILtxo toutx' } SDEATSIWU Y7tIL27tQ tlt,t— " "038x. - � 1 N AI S L � 7 4N.*oSD fir OSg 1yd ® 1" STUD TRANIxQ SILL PLATE _ ASCSORS g >xt.0 usrarxaysE S*E STRUCTURAL 'DESIGN 335 t10 S��BY jC*K Of t 523 222tx_S.W. LY WWOOO WA- D98 -0P-29 12'0 EX1 ENP 2x 4 - TPi LS TO LOLL, PROVIDE FURRIh4� FOR R-3o IN5UL. 2x 1 VP L A %L. 'lot& 1 F2 FI L Q 24 oZ - FP L5 j �VALLY5 !al HF2 RAF P d � F �2LIP w t t i� FILL LINE W/2 MO N 2d- 15 "O.H. 9 "OH LINE. UF2'GLIP w /'G' ELI:y. O N L`r L 12 "0• H. MATCH 5.I2 12'0• H. 18" 0. H LINE OF #' GIMP ELEV.ONL1'- PROVIDE &R^ Pu, ?Ep TI'u55ES ROOF' F( f , J 6,D4F ELEVATIONS I /4" TF-USs NOTES - INSTALL 4 R°GE r "i. NU P SECS - HO FIELD MODiF1CPTIDN WITHOUT PE-SIGN ENGINEERS APPROVAL- - ENGINEEi -INI� TO ACCOMPANY APPROVED PLANS ATT I VENTI(,,A1 1092 SQ. FT. @ 1 /300 0- 28 VENT 1 5 0 K 5 . 0 6 9 5 4 1-6 EA = I.8 5. F. 2GABLE VENT 1.1255.E = Z.25 6 - F. 12" 0. H.'5 12' ACTUAL VENT hREA 4,08 5 .F 3 -CAR GARAVE@ 'D' ELEV. DNL`' 12 " RECEIVED err OF TUKWILA JUN 3 0 1998 PERMIT CENTER JOB NO. PLAN Nh 1814 IN(LE.WCXp 7x.00.7'iY3>33..il QLDQRYI * - STRAY - � , ICATLESIO . . - • HOLDOR'J STUD : a_ne. - SOL DOW* • 717tcUoR DOLTS --- =ft. 1 - - -- 574Dt4 i t::) ' • - -'!g -- Stywto vY /tu)tc t LSTA (6)104.: ceu "ecp .. t;LtLtN[r 1,tg ?4S ,WOK - `S /...0 Tb ew. T.? t'? "_ .s_.42.cAT[ s- c..atv;. wwL't 121ELS w •,,t • F4. Pq�ni R tri>• � -. r . 'r t N wa c+usvyrr ' , • •12e0'R00 t( D 8'14113 :1kt -- scsi DRLL eckow eaa . ciA0 9de34" n' I 4i3 9" 14-d0t 7 Ps- x -� 3.2 oc - 5U R VLCf1 pLILtxo toutx' } SDEATSIWU Y7tIL27tQ tlt,t— " "038x. - � 1 N AI S L � 7 4N.*oSD fir OSg 1yd ® 1" STUD TRANIxQ SILL PLATE _ ASCSORS g >xt.0 usrarxaysE S*E STRUCTURAL 'DESIGN 335 t10 S��BY jC*K Of t 523 222tx_S.W. LY WWOOO WA- D98 -0P-29 12'0 EX1 ENP 2x 4 - TPi LS TO LOLL, PROVIDE FURRIh4� FOR R-3o IN5UL. 2x 1 VP L A %L. 'lot& 1 F2 FI L Q 24 oZ - FP L5 j �VALLY5 !al HF2 RAF P d � F �2LIP w t t i� FILL LINE W/2 MO N 2d- 15 "O.H. 9 "OH LINE. UF2'GLIP w /'G' ELI:y. O N L`r L 12 "0• H. MATCH 5.I2 12'0• H. 18" 0. H LINE OF #' GIMP ELEV.ONL1'- PROVIDE &R^ Pu, ?Ep TI'u55ES ROOF' F( f , J 6,D4F ELEVATIONS I /4" TF-USs NOTES - INSTALL 4 R°GE r "i. NU P SECS - HO FIELD MODiF1CPTIDN WITHOUT PE-SIGN ENGINEERS APPROVAL- - ENGINEEi -INI� TO ACCOMPANY APPROVED PLANS ATT I VENTI(,,A1 1092 SQ. FT. @ 1 /300 0- 28 VENT 1 5 0 K 5 . 0 6 9 5 4 1-6 EA = I.8 5. F. 2GABLE VENT 1.1255.E = Z.25 6 - F. 12" 0. H.'5 12' ACTUAL VENT hREA 4,08 5 .F 3 -CAR GARAVE@ 'D' ELEV. DNL`' 12 " RECEIVED err OF TUKWILA JUN 3 0 1998 PERMIT CENTER JOB NO. PLAN Nh 1814 IN(LE.WCXp No1 : IL 71' 0.) LAiff-At- DWI r4E.L ki � OAILItitr K L-E- I'/2" -2" PIP. CONTINUOUS HAND -AIL -. F-E - TU RN Fs1DS T O 4 L 1 IN . 1' /L" CLE, P- RISE 8 ", MIN. RUN 9 ", MIN. HFAPR-OOM 6. -8" -2 -2x I0 STRINGER -5 WITH 2 x 4 ST-N& BAG - FIREI3LOCK STAIRS ONCE IN MI217LE OF P.UN BETI-JEEN 5 1RIN6EFR-5 ALONG RUN YE-1 STUDS. °uS i7L E spfrz,E. UNDER STAIRS Td BE 1 -HOUI- FIKE CONST. 5/8" TYPE' X' &LJ13 TAPED 4 FINISHED, TY P STA 11 S EG T ION 1/2''= 1' -Q" Holt: -DETAIL t1nY BL ,I F..O 4IPAau.L ! oN C WL AcE. , fo tlr 1 Ncto g11.L I►Ip.u. txk,►k, e ft- Ca1Till1 ioti To th€-R I4 tg_ whop rtI Th ar F ,Arto , t�EATtI I Jc WHIM- VI/0 ExP. 1 , Bd }1AJLs a o.c. EA. wkr 1, ALL 1}S, I4P9 4 -s(UO 4 r (;! 1 - op- Z- 2x S1tlDS (t I 64r4. 1° EA. SviQ) .4 (NI rER tjA 1u1. $r0 ) 3- is rtm otz otrava#14 tlmh i s MI. L i °I• I101-xr/1J �z .Is;, Htt1. T'tH& Wrlt$F w� } to I 2x 12 RAFTERS Q•30 INSLI CATION 04 /VAPOR BP+fZK IER- 4I " 4 IK5PA.G E INSULATION ?BAFFLE TO MPWTAIN I" MIN. p.IgSPACE vENT D ., O?bi I�XTEND TRUSS TPILS TO 2x12 RPFT --5 SOLID CONT. MI O -LAM eiM ova rz GAPA(; P is COP - DONp -L 3'/ x 10 '/z. &Lb) GA IzA& E 5 /6 "61145 !ax }o 2F 1 2z 'i I NPIL 5 /8 "TYPE'X To UNDER-SIDE OF ROO SHEATHING 3 /4"oSb WltoJ 4 1 GONG. 5 LAB W / �j" Pti "o•e. t:i76E5 SLOPE TO r130NT IZ o.c.IN FIELD 1Z 2x 4 P.T. MU OSILL Wf"111 V2 "xlO "ANGNO - 60LT5 c 4'- 0 "o.4..4-WITHIN 12." FIzOM ENPaF PL 'TE5 UNLESS NOTED o1NERWISE Mf*NUFA!,TUKEP STPMPED gOOF TRUSSES Cd2'i"a.G. [NIL PIN/ SECTION 3- ' I/4" 2- 2. x4TvP PLATE Cita "film. LAP) /.7 �t!3 R - INSULATION w/YAPo R BAR R I E1z 88 STIUPS t? I(o "o -c. 2% 4 13TIK PL - 2 -2x4 TOP PLATE. (48" MIN. ' LAP) '404 tcc d B' EA. OBL, TOP PLATE LAP MN. N. 5 /4 " G 1.-e42 PoST/ DEAM 12 12:12. 1 INSUL. W /V.13, 8 /$' 0.5.8. "I/ cal.,"004 4 aD6 E 12 " o. c . IN FIEt- 2�x }t:3 H F 2. & Ho "o . 2 - 11 e)A f25 CO N T 1 I'f E,AA CONT. e-rop OF i(gj dk4 VER 14, FT&S. TO R -EST ON UNDISTURBED SOIL MIN. SOIL l3EAR•IN6 V,&LUE. /000 PS P & S RPpRO' D 131-111. PIN ETI2N_ AUG 24199B r COMPOSITION ROOFI•6 ovER 15* FELT OVER / /Im "O.5. SHEATHING 1 4 /84 &cp .. .. E.OhES, IZ'o.c. IN FIELD INSUL. BAFFLE VENT bLOCI -IN& SIPINV F&. E5LPR'S SPECS. a OVER MItJ "t# 131..iILDItJG PI PER 1 /1‘.0 1. 0.S. B. SHEATH IN/. w /$d c°Co "o.&. ED[(ES l'Vo.c. FIELD -TYP. UNLESS NOTED OTH ERWISE 5121N PER. BLDIr'S SPECS. ove. MIt4.7 PAPER 1 /I1., "O.S.S. SHEATHING w /8 d t is "o•G. EDhE15 11'0.4. FIEL Ty!? UNLESS NOT ED OTHERWISE. 12128gtDV GiuktotS`CDk j- LLIV.Pae_g AIsit3 fAtiA,)14 124 411 rvt In1. Dt:AYVV eT'1~ft RECEIVED CITY OF TUKWILA JUN 3 4 1996 PERM:T CENTER DRAWN DATE 5- 23-9` SHEET NO. 7 OF 1 sNEEJ S ^ i JOB NO LAN N .. If:, 14 IW EI4 &V