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Permit D98-0169 - DREAMCRAFT HOMES - NEW SINGLE FAMILY RESIDENCE
{ D98 -0169 4430 So. 122 Dreamcraft City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: OCCUPANT OWNER CONTACT CONTRACTOR BILLING TO Signature: DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Print Name:_ 334740 -1180 4430 S 122 ST 4430 S 122 ST NSFR DEVPERM GAS 001 North: TUKWILA Contractor License No: MJFHOI *092DA DREAMCRAFT HOMES S 122 ST & 46 AV S, TUKWILA WA 98178 DREAMCRAFT HOMES 215 E MEEKER, KENT WA 98032 VICKIE MARTIN 215 E MEEKER, KENT WA 98032 M J F HOLDINGS INC 215 E MEEKER, KENT WA 98032 DREAMCRAFT HOMES 253 MEEKER, KENT WA 98032 1.**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** Permit Description: CONSTRUCTION OF NEW 1,814 SQ FT SINGLE FAMILY RESIDENCE WITH A 440 SQ FT ATTACHED GARAGE. UTILITY PERMITS INCLUDE CURB CUT /ACCESS, STORM DRAINAGE, PERM. WATER METER AND SANITARY SIDE SEWER. k**************************************************** * * * * * ** * * * * * * * * * * * * * * * * * * * * * *** Construction Valuation: $ 136,912.62 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: TKF Curb Cut /Access /Sidewalk /CSS: Y Fire Loop. Hydrant: N No: Flood Control Zone: N Hauling: N Start Time: End Land Altering: N Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,103.71 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature:_ Fire .0 South: .0 East: Sewer: TUKWILA Slopes: N kA 1\ Occupancy: UBC: Protection: .0 West: Permit No: Status: Issued: Expires: Streams: (206) 431 -3670 D98 -0169 ISSUED 09/15/1998 03/14/1999 DWELLING 1994 N/A .0 Phone: 253 859 -9697 Phone: 253 859 -9697 Phone: 253 259 -9697 Phone: 253 859 -9697 Size(in): .00 Time: Fill: 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 ,pgrmit. J/Calk CU 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: 4430 S 122 ST Permit No: .098-0169 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 05/20/1998 Parcel #: 334740-1180 Issued: 09/15/1998 ***************14*******,14**********************.******.k********************** permit Conditions: 1. The storm drainage system downstream of your discharge will not function correctly un system is in place. Individual lot owner.s,willbaraW0a0y:-,the City to -install the portion::6f sYstem iss their lot. Applicant procaeds..at their,3own rts,k, as thaOgrm drainage :system construction sequence Is d4erminadm!)Y'*i*vldual lot owners. Tha will not install the 3tornl dralnage improvementIdent ed on the p,1 an dated'2 i4879.7 and approved,;'On:'4723-5: If,apPlfcant d " or all 4../tha:,storii).gra'inageA:system the City will issue a separataperluft for work in" adjoiO,ng'lot if aasementsilare seCtired from the lOtwna6. 2. The 00awalks shall ba',Jnstalled.par plan dated and apprcfred ctirb.,ciitacCess shall be 'done per Lityot,Tukwila's Stan 3 . All condition associated with BLA L96-0077 shall appl this perniit. • 4. Temporary erdsioncontrbi implemantaaaS tha,c prevent sedimentation off- site or intor;PexistTngstoriii:dratpagaffaCIlIties.. 5. Tha::tita:;Sha11 haVe-perMan'ant\eri?sltim'Control measures . in place as soon aspOssibleaiter final grading has ti,eerye completed and prior to the Final Inspect lon. 6. Driveway w shall be a 10 nfrOpumand shall be • ,aMaxtmum of 15%. Turnt64 radi 1 sliall be a pilp(imullW , , ti• • of.flVe DrivewayShall be paved within 30'of/right-:Of-Way, 7. Haulin4:,over 50 cSt,shall require appHcatio a Hauling', Permit:*ior 'toany'cassociated, 8. New conStructtOnand 'substantial improvemalit of any residential stri;Cture shall have the,loWaSt flphi44'inpObing basement 'elevated to a foor above the ..leveI base flood elevation. (100 year) All buildingswAll be constructed and.,sertifie04SIbutlt at • , or above elevation shown on apOravetiStorm ArAA9aVe plan dated 2-18-97 and'aP0r6Vatt„.on 4-23-93„.4pGiO)atum 1929). 9. Enclosed areas below thajoWaSt:j:flAtiihill'be designed to automatically equalize hydrOS'iiiefo forces. A of two openings having a total net area of not less than one square inch for every square foot of enclosed area subject to flooding shall be provided and with the bottom of all openings no higher than one foot above grade. Openings may be equiped with screens, louvers, or other coverings or devices provided that they'permtt the automatic entry and exit of „floodwaters. 10. Anchoring -All new construction and substantial 'improvement's shall be anchored to prevent flotation, collapse, or lateral movement of the structure. 11. Land Altering (grading) to be carried out in accordance with the plan dated 2-18-97 and approved on 4-23-98. 12. Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on-site storm drain system. Drains shall be 4" min. diameter, PVC schedule 40 or corregated poly athalvrie pipe with a. smooth interior 'wall. NO AD'S, flex pipe. Dra;n shall be laid With' a minimum 1% slope for gravity, discharge to location .approved by `Pub i i c; Works . Dept. Downspouts :ha 1 1 not connect to tooting drains Footing drain and downspouts may share single discharge pipe downstream of the lowest tooting drain.. The City of Tul,wil:a:,has an undergronding ordinance requiring the power, telecommunications. ; and 'cable service 1.i;ries be,, ; underground from the point of connection on the pole to the house: 14. The app licant'nrtist not:ity, the City utility; inspe,ctor 206- 433. -0179 upon commencement. and.,comp1etion' pit ,wart; at least 24 hours in advance N ,,A,11.4ns.p,e .requests . tor. utili . work must a1su :be ;ina6de 2'w v ho\ rs : n,; advance. v Y Fyen Water Meter Type: r Wate Meter e »« »:` Qua § %i ¥ m . y : . ' ork \Order Install osVt y Install C ƒ \ . ;r t: \ 22 Plan t ew:Fee: d >In spec }mil /Fe : W Ee r SDeci al: j gse\ \m«nt Othe; ee \ < \ ƒOTAL\WATER(ME}ER EES - IATER METER 'SUPPLEMENT . DEVELOPMENT PERMIT .. WATER METER Applied.Date: : Issued Date: . Permit No : : Status: Site ite.Address: Location: PUBLIC • . 053 -0169 .ISSUED } 4420 \S 122 4430 S 122 Project Name/Tenant: 00 Value f gmstru Lion: Site Address: Li "� , ` 3 � U 1 `/ -V City State /Zip: Tax Pa Number: ` 50 _ O$ Pro Owner: paa.0 -1 C t{ + es Proposed New Square Footage: ! iq sq. ft. Dwelling sq. ft. Covered Deck(s) Phone: U;53) :3--c CI Cr C•1 Street Address: City State/Zip: " -)tS �. Mee. der- Ke A LOA clED- — Fax #: C �/ frJ�)) St-3--t f 5Dog Contractor: �— Yn S \— 110V.l�nC,s 1 f1 *For an Accessory dwelling, provide the following: - 11 0 4 - Lot area 1 42(4 Floor area of principal dwelling - Floor area of accessory dwelling Phone :. CE._) $5C( - -C{ to q' 1 Street Address: �. , '/ 1)l `3 M.f' e }fie �- �1 eyvi- City State /Zip: LOA ci.ac_ 3 Fax #: `Dog Or '.� Ste- I - Architect: II) ( _, Phone: Street Address: City State /Zip: Fax #: u Engineer: ew . e Ai T ] cSSC�C I a to S ( ) (03 1- 5J 3'33 4 Street Address: _ `� � \ �!` ) " - , I .: .' (>C� )r' , )-\ (rd City State /Zip: Loll (l'4,6 -la. ,))..x, Fax #: (*aS'.) (031- 53 53 Contact Person: • ��C . �lt;tri r\ P hone: (a t = Street Address: • Cit State /Zip: (.5 E eeK&- Ktr� -+ w R �i Un Fax #: o s` Sig Description of work to be done: eau ) ConSlyuci L of G neW s+ ; ' l -(�a t na CeSI'OLeneR Type of work: ►'. New Single- Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: fel 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: ! iq sq. ft. Dwelling sq. ft. Covered Deck(s) LNU 0 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) • IS48 • *For an Accessory dwelling, provide the following: - 11 0 4 - Lot area 1 42(4 Floor area of principal dwelling - Floor area of accessory dwelling Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TU Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Date application accepted 3--ao - 5'8 SFPERMIT.DOC 2/13/97 Date 'ration s: OR STAFF USE ONLY ti Project i umber i s r' aPermlt' Nt ` ► Single - Family Residential Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. ''APPLICANT FOWPUBLIC !WORKS°SITE/CIVIL .bF +THEFOILOWIN ' ' Additional;revleWs shall, ' be'determined:b';theMii ik Works' De.artment > ' ?, -;` ❑ Channelization /Striping $ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill Moving an Oversized Load: Start Time: End Time: Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public 4 Water Meter /Permanent # ( Size(s): Water Meter Temp # Size(s): Est. quantity: gal ❑ Miscellaneous Size(s): cubic yds. Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of appiication.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. App at n BUILDING WNER RAUT RIZED�AGE ,.. ;: !;t w .�11 ;, r r' N t � A '' '' ' f - ' %414.''''',(, ;, Signature: te , ') ,tix% . :i'�� Date: r.-- I &"4qt .. ; Print name: i i c' i yri . c 1 i u,,,• . • G , ,, —Phone: ._ i c1• c) . Address .• ity /State /Zip: . . ... ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: > DRAWINGS PREPARED BY A( 'GISTERED ARCHITECT OR PROFS ;ZONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • ALL DRAWIIj.GS;SHAa BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED El ❑ 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. I�C1 Y El 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) C71 El King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which Include; ❑ 0 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). ❑ r7r Foundation plan and details El Floor plan ❑ • Roof plan ❑ Building elevations (all views) t ' ❑ Building height ❑ ,•y Building cross - section ❑ l`7 Structural framing plans and details necessary to completely describe construction ❑ 0" 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. ;fit' () I r4 c ::P f"t ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). C1' ' El Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance gi and other land use or SEPA decisions. r.-3 and 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 El 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 ". Bulfdin O wner /Autiiorizec geR `Ife;p .Is` { � t g( stare�l;architec�engje f r Qd ,�; ; : by the State of Washington,' a rio d; frogt�theprQp rfo, ciffl I ng t gopt to.sub(nitt l (t n obtain'the p ermlt wlllbe.!requlre''d as pe'Ftt of tletter,,fils'su$ � mltta A. rlt: {� r: ,,., , ... i.1Y, (. �,� '°.e A t d? � �; a 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 AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 Ot(%1 t**A**A**Ak**A*Ak**** k **A***A*A*7:*******.**Als.A*****A*44*A*A***** CITY OF TUKWILA. WA ritratstrar TR4S1IT Number: R9700E131 Amount: 12.652.75 09/15/9E1 11:18' Payment Method: CHECK Notatioto HOMES In it 01..H Permit No: D98-0169 Type: DEVPERM DEVELOPMENT PERMIT • - Parcel Ho. 334740-11E10 Site. Address: 4430. S 122 6T LocstiOni 4430 S 1.22 ST Total Fe • 13349.71 This Payment 12.652.75 Total ALL Pmts:, 13449.7f, ialAnce: Account Code 000/322.100 000/345.030 000/345.830 000/2E36.904 000/042.400 412/242.400 402/342.400 401/300.102 401/08E,.520 401/242.400 401/343.405 401.288.104 402.388.104 Description Amount BUILDING - RES 1,072.25 PLAN CHECK - UTILITY 20.00 PL( CHECK - WATER METER 10.00 STATE BUILDING SURCHARGE 4.50 INSP PEE - UTILITY 15.00 INSP FEE - STORM DRAIN 13.00 INSP FEE - SME/SSS 20.00 WATER CONNECTION G0.00 WATER INSTALLATION (DEP) 150.00 • WATER INSPECTION FEE 15.00 WATER TURN-ON FEE 25.00 WATER ASSESS-ALLE TOWN 3,9E8.00 SEWER ASSESS-ALLE TOWN 7,278.00 ge- i *• k****• k5t**k•A4cA *•k* ** *k4*k * *kk* ***k ** -. 4* *,1 *s.* ** * #,k +1 *4** lr * :k S ** * CITY OF`: TUI�WILA WA. �a, 01 t pi .. PAI'tSM1T. * ak'**• k ka * :•k****k* *.Irk*fr*•A.* *a *s1k* **•k•k• —k lc *.3. ** *rot SV•k,. .' #•k•k!. A.rk *•t *:k.. I'RAr MIT Number' :. R970 1768 Amount ' r.9t 9b 0,5/2.0/9 : 14:31`,. Payment Me:thod., 'CHECK No.watioh: DREAAMCt2A IHIOMES 'trait:', i(:JP: Per rnit No D98- -4169 Type: - DEVPCRM DEVELOPMENT FERMI Parcel No 334740-1,180 Location: S 122 .. : & :. 4i. A►1 Total Fees =: . 1 '7/3.7 . 1 This Payment 696.96 Total ALL Pm.ts: '696.96 Balance: 1 14 it *ot k21. *A�*• *>t * *A. *.h . * *A1 *1 *fi. ** *.14• *k**;t11 :A 41. *s1IVO * **AIsk * (4icount Code Descr i pt ion ' Amount 0(,0/345:830 PLAN CHECK - RES 696.96 .n'75 05/22 9717 <TOTAL 2009 63, PrrLct l elf t , '� A Type of n pection fliAiat Address: .Z/Z /22 5 Date Iled: q /.- qq Special instructions: Date wanted: / — 9, Requester. Phone: INSPECTION NO. a ., ^ . Prqect: JJ� /Vel19 1 L- � l0 – Type of Inspe tion: itia.. / Address; " • 6 az st Date called: / -49 Special instructions: Date wanted: �/ a.m. Requester: me Phone:A '4' ; fi g — s Approved per applicable codes. COMMENTS: INSPECTION RECOR( Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 /•,J(',/FFJ � ,� PERMIT NO. (206)431 -3670 t_ �l. Date :) I_ /L_ CtY ❑ $47 00 at 6300 x.3 vi.13r1a r "'t} Receipt No: L1 J �!!J INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid outhcenter Blvd., Sufte 100. Call to schedule reinpection. Date: • Corrections required prior to approval. COMMENTS: Type of j ect n: " W �' I �C ALiddri.4ess:30 c Date call d c- Special instructions: Z o f ;. / Date wa ed: � f��� a .m Vii• Re er: t ( m -' c 009,t Yu V t, r t, J C P ject: ..2..1'2 - r- r./) C,c_ Type of j ect n: " W �' I �C ALiddri.4ess:30 c Date call d c- Special instructions: Z o f ;. / Date wa ed: � f��� a .m Vii• Re er: ( m -' c 009,t 0 Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 I =V PERMIT NO. (206)431 -3670 - `Correction required prior to approval. 4/( 7 7 Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Date: Protect: ^ CJ�C� 1 Type of InspectionN (� � Addre s: 1 f4 v s. ( z?-AIo Date called: /if c/T7 Special instructions: Date wanted: a.m. ////21 ff p.m. Requesters:,, a I Phone: q 6465 T ((( \ /// I - INSPECTION NO. INSPECTION REC( Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 n Approved per applicable codes. Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Inspector: 610 Date: Date: Project: -- gefi /-)'7 COMMENTS: Allito AB - Typ: a i • a ' • ! A O 5. Ra/of - ' e i' Date called: Spe ial instructions: I Ng 6 oft aotripdf.er 6 Date wanted: / / ///Z/99 t4f Requestiezrox Phon U Approved per applicable codes. Xj Corrections required prior to approval. COMMENTS: Allito AB ... .-- .... - ' e i' 51' Ge _ ... Ake Z4 q Fl ii■ ... . A ' , • # i n / fl 't 0 AMOS .iJagli° , Air i . # 4 4 l - 1 e d 1 N 1 ' • , . n il ; . '717 7:77777 ' ! - INSPECTION RECOp)'' Retain a copy with pL .ait CITY OF TUKWILA BUILDING, DIVISION "* 6300 Southcenter Blvd, #100, T ukwila, WA 98188 INSPECTION NO. Inspector: Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: .09r PERMIT NO. (206)431-3670 • COMMENTS: ft/0 PO Li gd t pf 00 I ,- 1 ss c.... /4 'L - 011 P*7# 742 ,41,-- ,2'i (..e, .fr, 2. c l-- /"../I ? /c'» / /9 / S y y k A I Type of Inspection: .t/2-)(-‘7., el-- Ty Pie, it_fioni-- Any if lit/30 LSI_ )2d Date calle) Address: _ Special instructions: Date wan a.m. Requester: i Phone: / / i o INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Lof Inspector: Date: PERMIT NO. (206)431-3670 Corrections required prior to approval. 4 '•• r El $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 o INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Lof Inspector: Date: PERMIT NO. (206)431-3670 Corrections required prior to approval. 4 '•• r El $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: Project• I JJ IV -a t n( 4{4- Type of Inspection: Q w wtil `Address: 1 14 3 ? S�, I �24 ( ) Date called: 4 /i � Special instructions: Ldi % Date wanted: / f r),(9 a.m. p.m. Reques G� s J 7 _l � INSPECTION REC Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Dc1(8—oicoci PERMIT NO. (206)431 -3670 E Approved per applicable codes. El Corrections required prior to approval. COMMENTS: LA,4 w_c.\ Ii Inspector: Q $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcentar Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Date: liki9 Hv r. ,_... �� ...,.. _ ' �?. e^it "��'rrlE1� � P, k�' fi�f< kA'` C' fa:!'$:. 3� . �1 Project: DUAAANIA 1- Type of inspection: S A ddres : ,or G43a Sb ►)`LriO Date called: 4 / II 9 Special instructions: .: _ -�' Date wanted: a.m. ' . .r• ' � 1p y p.m. Reque te / (. /ei(4.. ,Z) Phone No.: N�`` �. �+'. 'w`� ;2P''!�•��.}i�tJ'i c�5, ""`'�$3��.'.r'�' y: ?�' xz;' �'' t�v�.+ S�7. a' o44` 4", �' yga�t�r�r "Ft'!'�5'*�nFSkG'?""�' INSPECTION NO. INSPECTION RECORD Retain a copy with perm p 5 a -o /(, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 (206) 431 -3670 Approved per applicable codes: Corrections required prior to approval. COMMENTS: I. Inspector: Date: frh� I I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: D rearncrgc-f Iomes Type of Inspection: wa Serviee Address: '7 �3o S / 22nd Sf Date called: 2.... is -q q Special instructions: . Date wanted:_ /6 _ 9 9 7 tr P.m. Requester: /I /� Phone: 26 6/67q 0085 E Approved per applicable codes. Date: INSPECTION RECORD Retain a copy with permit ,,//�� Ca (DO j�PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Correction's required prior to approval. COMMENTS: Inspector: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: roject: Ail/k/Cinsk Typeo& Inspection: — ( V\-- ÷ i iiess d ress: 4 S t L II‘l Date cal(e : 1 YlOA-A' 1.' Special instructions: c, Date willed: i / 2 ta a.m. 1 3-11 . Requester c ne 6 Phon • • 7 • r,"'",7'7777.7. •.4•• INSPECTION RECt) Retain a copy with pe tt INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431-3670 Corrections required prior to approval. COMMENTS: . *o. $47I REINSPECTIONIEE REQUIRED, Prior to inspect on, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ; 0 4 Ost,:e s ;0,12/ , • '.!" tP11 2 ;A • t.to s_ • COMMENTS: Type o, f y i % G` `4 vf�, //��� (`ice^ A d e ,tc.6 , sT" n � T) LA441.L 6 i �oi1.�1�i Sri R AT GtJ4s ( m' - s/,: _ Date wani0 ez,s a.m. Rne 9 C Phone: rt-, Ow/4g* fpc- uhott.t. Q - • ( err.. S .- ` `��A A " 67 4 1� S io- Olen+ -- � [` ; f oje Type o, f y i % G` `4 vf�, //��� (`ice^ A d e ,tc.6 , sT" Date cae � � / ll � 9 Special instructions: Date wani0 ez,s a.m. Rne 9 C Phone: •„� : INSPECTION RECO Retain a copy with permit INSPECTION NO. 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. Dat 9' 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspecto Receipt No: Date: ( ct lli ��T 1 �AJY\ TYP: {(� + i+Npe /tio�}: I Date called: 91 1 % A , . . A•. r= -s: -- f r�7i. ►-4 Special 1 a ruct . . :. vfilig nil t (- Date wante : ( S �- lei P.m. iJ ma c, f Requ �:7'. f�'`�r«. r'iF' . ire" � , INSPECTION RECrn R e t a i n a c o p y w i t h p . .it INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 proved per applicable codes. COMMENTS: Inspecy I Corrections required prior to approval. Date: $42.11 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: A • • A dr ss: • NV VICL4-* - 1 # .A_ i • • .4.14 . sti 8i6 i/K ct_A )+^-8 1" .:.. i ) , C _ �. , 1 -- k .. . (_ i VI i ' '' i Wa..t ,. 5 A Piety. Il l t mac /q4 'Q io...r S 4 C uy, Stop oK Inspector: 61/4i Date: + i n G Project: Type of inspection: A • • A dr ss: • Date called: I/ (9/5 Special instructions: Date wanted: + 1 2'4Nf . a.m. p.m. Requester (_ i VI i ' '' i Phone No Y!TY,' +MM'S 1,^•^'i ^vj;,•y.i��� INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permi rM v fit ?)- O( PERMIT Nqq (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. I Receipt No.: Date: LI4 COMMENTS: Q !/ 2 4/SS s, CS• /(/ 69 -7 67 (7 ,,, 0,4 7xe,s,5 ism .% r /. , '� <- ;' eflot SOT /.C/ „0,4..e 7- 7 / A 4/6 - S ( , A- fe�`79 .17 /114--/V6 - ,uAsre ‘6-...e) /20 AT 1 AO ! C!G -.1 ti G. i . ! . ' s/',AY , 1/214 -- to 'O _Jr : T / g / 4/ 7/x . f � '�f>4e ,9-7-6--a / e/t � �C - s�' T.�I /, S - / i 7 ' 0 &44e- -- L ,r7" SAS � rapc, ,W*'- /4 4J 1 /G �ic.(rr At:1. /e7XIS P, eQrvc /� ��T j " inspection: 4 Date c Iled: r-' (' Add a s: 4 30 S e,?... �T Special instructions: [-eY't— Date wanted: a.m. Requ st r: P =' . :- 1/214 -- to 7 1.17,: g s?" .•mT aite7!. '#'+RF „,'*�MT,,71 ,' +;m" rorrA "y.'mrp ati�i t`:l >ti MW, 'G(0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. [Corrections required prior to approval. Date: 12-(17 r1 $42.00 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: INSPECTION REC Retain a copy with pe "444 I Rece j prNo.: Date: 7 MIT NO. oG�-- (206) 431 -3670 Prfroliter. Type of i p ,ii Ad ss: 3 0 — S, /2.2. S 7"'" Date called: Special instructions: Date wan d: / / f 9 9 a.m. p.m. Reque er: Phone No.: , te•... arm y`.'�ru".eti"Y' : INSPECTION REC Retain a copy with p (J CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION NO. Approved per applicable codes. orrections required prior to approval. COMMENTS:, 7:>919 - PERMIT NO. sriq (206) 431 -3670 ' cr ii /L cf g 42-7- a4-77'e9E9;4l z) —P- Ellz21=L9-6Y` c/J Av iS — 1 1264 e .-5 75 ,�� ova 5eTuit.4.4 �- 5 7�JPp Inspect / /� / � , , Date: 219 $42.O? FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: " P Ct: rn -& � 0 � ne 5 doji Type o section: c ' �� v� Da c_allef_ D e wanted: a.m. A r : s Special instructions: J ,� CJl .: J ., Re efter: _ ' P / �- ne N fir t!r ! g --onci INSPECTION REC Retain a copy with INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. Date: PERMIT NO. l $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, (206) 431 -3670 COMMENTS: Corrections required prior to approval. Receipt No.: Project:. Type of inspe tion: Address: L.oF / 41486 5 t 2 5f Date called: i Z - /b -1 a Special instructions: Date wanted L- /7- �� a� P.m. Requester: /G d 3 o No.* S a 31 ' 9 . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECOI Retain a copy with peLit D o 67 COMMENTS: per femme, -r?L !oeve c.:7 i'or; s ec_kp O. k T es G tv f A 4/4 7L'/ (o4H$' p/iSvi 1 4 c ..�/ / '' • /: Corrections required prior to approval. Inspectow / 444 [T $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: breamcraf4 . Homes Type of inspection: s ewer ddress: t #/- -�1 S 12 St Date called: i2 -5.98 Special instructions: Date wanted: . 1 2 - wig a.m. . Requester: Q c i Phone No.: 36o/225-3,89, INSPECTION RECO Retain copy with p INSPECTION NO. / PERMIT NO. CITY OF.TUKWILA BUILDING DIVISION ✓// 6300 Southcenter Blvd., #100; Tukwila, WA 98188 (2 3670 Approved per applicable codes. COMMENTS: Inspect 4i-~ n Receipt No.: D9g -0l69 Corrections required prior to approval. Date: / /9 17 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.. Date: . 1 • Project: /� �vu� Ty•e of inspection / ••- f ' . 'f"i 7 1 Address ����� a t e called: t � , G r / S Special instructions: '` Date wanted:/7 � /(? ��e '9l Requester: Phone No.: INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA. 98188 Approved per applicable codes. .. •. „? r" �Ih�.'- 7e�' Jj'. j1 ',7�r/�'.rw.f`,"�.'^".'�"ti�.4f i'}'+��tt{ INSPECTION REC Retain a copy with pit Meg PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: Date: --- PL. l iz I $42.01 EINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: Receipt No.: Date: Pr{ d�. <-;—x �I ��''1 �V /�j M .-- //`_Cr�Ff' Type of inspep !1 �1 V e( J Am . ADa 5 Date called: J ' Special instructions: w Date wanted: f to/0 a:m.. Requester: f} u �.t Phone ( r%:§ C �� S COMMENTS: Inspector. I 44 per applicable codes. II ^ "N INSPECTION 4., r REC IN C11ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100; Tukwila, WA 9818 Retain a copy with pe Corrections required prior to approval. Date: 'O $42,00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr 'ect: Type of inspection: Address: '/'13 Ss 11 Date called: ter- 2U- 5 ti Special instructions: Date wanted: a.m. 1d - 21 - 9 p.m. Requestgr: Phone No.: trY - 169 - 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: /1 I ,rio24 I Inspector: Receipt No.: INSPECTION RECQ Retain a copy with I I - ti (20 Corrections required prior to approval. Date: 01241 z =3670 r $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: r ear -fir .s Type of ins ' ectio a w- t v ,,, vw Date called: I O / /4 ./ q ' b �j Addresj :4 a S I Z Special instructions: _o a.m. Date wanted: i' 0 I, 4 0 pm. Reque A/! C b +4( r'24e.. Phone f�o�� 510_ /f �. d� INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA.98188 COMMENTS: r Inspect pproved per applicable codes. 41 W-1 7 0 1 [Receipt No.: INSPECTION REC Retain a copy with p Date: Date: 08 r01 6 I Corrections required prior to approval. 0 r i $4 .00 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project b\ Type of inspection: i/ Address: Lt� a / � Date called: /6 / l�k Special instructions: k O T it.... Date wanted: �176'� del //, Requester: , Phone No.: 2 53 -RS -c( 0'7 'uftrgmottre trowzrivitt'F3W4' FE.4C.wir,Fl.;P 1 INSPECTION REC Retain a copy with p INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable. codes. Inspector: I I 64AL 21,67/71 l I $42.0 EINSPECTI N FEE REQUIRED. be paid at 6300 Southcenter Blvd., Suite 100. In A Date• PERMIT NO. (206) 431 -3670 COMMENTS: Corrections required prior to approval. Prior to inspection, fee must Call to schedule reinspection. Receipt No.: Date: Pro Name - "1 ' /ZL:.4" _ Cl1d i- r 1 es _ % otc.7/ . f'2o'7I / / 2.0 ?9 / )2.2640 Old. T' ay.•S• Suite # of Y3 �Sv /° / 22 C FINALAPP.FRM TURWILA FIRE DEPARTMENT - FINAL- - APPROVAL FORM 'Retain current inspection schedule t r Needs shift .:inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized' Rev. 2/19/98 Thomas P. Keefe, Fire Chief 'r r5 90- 0233 bete - Gy ve Le - c 13 / 07 p5 _ C 3 a " 1-2.9e_ 03 Permit No. b y �,' _ 0200 0 9 &• 6 ;229 t)/7/ Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 ! Phone: (200,575-4404 «Fa,.(206JS75 4439 • NMI Project. Name Jr� r,•r �:,., f J,r�'- - Add resst��i • i:.� Suite if'. Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: } Authorized Signature City of Tukwila Fire Department Needs shift inspection FINALAPP.FRM Rev. 2/19/98 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule / Approved without correction notice Approved with correction notice issued Permit No. John W. Rants, Mayor Thomas P. Keefe, Fire Chief Date' . T.,F.D:.Form,F.P7 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone; (206) 5754404 • Fax (206) 57$4439 8. In case uncertainty exists which cannot be determined by application of the foregoing rules, the Hearing Examiner shall determine the location of such use district boundaries. Applications for such special exceptions shall be a Type 3 decision processed pursuant to TMC 18.108.030. (Ord. 1796 §3(part), 1997; Ord. 1770 §23, 1996; Ord. 1758 §1(part), 1995) 18.08.050 Title compliance. Except as provided in this title: 1. No building or structure shall be erected and no existing building or structure shall be moved, altered, added to or enlarged, nor shall any land, build- ing, structure or premises be used, designed or intended to be used for any purpose or in any manner other than a use listed in this title as permitted in the use district in which such land, building, structure or premises is located. 2. No building or structure shall be erected, nor shall any existing building or structure be moved, reconstructed or structurally altered, to exceed in height the limit established by this title for the use district in which such building or structure is located. 3. No building or structure shall be erected, nor shall any building or structure be moved, altered, enlarged or rebuilt, nor shall any open spaces sur- rounding any building or structure be encroached upon or reduced in any manner, except in conformity with the building site requirements and the area and yard regulations, established by this title for the use district in which such building or structure is located. 4. No yard or other open spaces, provided about any building or structure for the purpose of complying with the regulations of this title, shall be considered as providing a yard or open space for any other building or structure. (Ord. 1758 §1(part), 1995) Printed October 10, 1997 Sections: 18.10.010 18.10.020 18.10.030 18.10.040 18.10.050 18.10.060 TITLE 18 — ZONING Chapter 18.10 LOW DENSITY RESIDENTIAL (LDR) DISTRICT Purpose. Permitted uses. Accessory uses. Conditional uses. Unclassified uses. Basic development standards. 18.10.010 Purpose. This district implements the Low Density Residential Comprehensive Plan designation, which allows a maximum of 6.7 dwelling units per net acre. It is intended to provide low density family residential areas together with a full range of urban infrastructure services in order to maintain stable residential neighborhoods, and to prevent intrusions by incompatible land uses. (Ord. 1758 §1(part), 1995) 18.10.020 Permitted uses. The following uses are permitted outright within the LDR district, subject to compliance with all other applicable requirements of the Tukwila Municipal Code. 1. Dwelling — One detached single- family unit per lot, (includes factory-built or modular home that meets UBC). 2. Animal veterinary, including associated temporary indoor boarding; access to an arterial required. 3. Public parks, trails, picnic areas and playgrounds, but not including amusement parks, golf courses, or commercial recreation. (Ord. 1758 §1(part), 1995) 18.10.030 Accessory uses. The following uses and structures customarily appurtenant to a permitted use, and clearly incidental to such permitted use, are allowed within the LDR district. 1. Adult day care and adult family homes. 2. Accessory dwelling unit, provided: a. minimum lot of 7,200 square feet; b. accessory dwelling unit is no more than 33% of the square footage of the primary residence and a maximum of 1,000 square feet, whichever is less; c. one of the residences is the primary residence of a person who owns at least 50% of the property, d. dwelling unit is incorporated into the primary detached single-family residence, not a Page 18 -21 Lot area, minimum 6,500 sq. ft. Average lot width (min. 20 ft. street frontage width), minimum 50 feet Floor area ratio for all structures 50% maximum Setbacks to yards (minimum): • Front, 1st floor 20 feet • Front, 2nd floor 30 feet • Front, decks or porches 15 feet • Second front, 1st floor 10 feet • Second front, 2nd floor 15 feet • Sides 5 feet • Rear 10 feet Height, maximum 30 feet Off- street parking • Residential 2 per dwelling unit • Accessory dwelling unit See Accessory Use section of this chapter • Other uses See Off - street Parking & Loading Regulations chapter TUKWILA MUNICIPAL CODE 18.10.060 Basic development standards. Development within the LDR district shall conform to the following listed'and referenced standards: LDR BASIC DEVELOPMENT STANDARDS separate unit, so that both units appear to be of the same design as if constructed at the same time; e. minimum of three parking spaces on the property with units less than 600 square feet, and a minimum of four spaces for units over 600 square feet; and miniums. 3. Family child care home. 4. Garage or carport (private) not exceeding 1,500 square feet in floor area, provided it is located on the same lot as the principal use and is subject to the regulations affecting the main building. 5. Greenhouses (noncommercial) and storage sheds not exceeding 1,000 square feet in floor area. 6. Home occupations. 7. Parking areas. 8. Private stable, if located not less than 60 feet from front lot line nor less than 30 feet from a side or rear lot line. It shall provide capacity for not more than one horse, mule or pony for each 20,000 square feet of stable and pasture area, but not more than a total of two of the above - mentioned animals shall be allowed on the same lot. (Ord. 1758 §1(part), 1995) 18.10.040 Conditional uses. The following uses may be allowed within the LDR district, subject to the requirements, procedures, and conditions established by the Conditional Use Permits chapter of this title. 1. Cemeteries and crematories. 2. Churches and community center buildings. 3. Electrical substations -- distribution. 4. Fire and police stations. 5. Libraries, museums or art galleries (public). 6. Schools, preschool, elementary, junior and senior high schools (public), and equivalent private schools. 7. Radio, television, microw4ve, cellular or observation stations and towers. 8. Recreation facilities (public) including, but not limited to, sports fields, community centers, and golf courses. (Ord. 1758 §1(part), 1995) 18.10.050 Unclassified uses. [see 1816] Landfills and excavations which the responsible official, acting pursuant to the State Environmental Policy Act, determines are significant environmental actions may be allowed within the LDR district, subject to the requirements, procedures and conditions established by the Unclassified Use Permits chapter of this title. (Ord. 1758 §1(part), 1995) Page 18 -22 f. the units are not sold as condo- (Ord. 1758 §1(part), 1995) Printed October 10, 1997 • .. • • • PROJECT NUMBER 2359 CLIENT : Dreamcraft Homes 215 E. Meeker Street Kent, Washington 98032 ATTENTION : Bill Babb REFERENCE Allentown Development along 46 Avenue S, Tukwila SUBJECT • Seismic investigation INTRODUCTION The purpose of this report is to present the results of a geotechnical investigation of the foundation soils for the new houses to be located at the Allentown Development along 46th Avenue South, Tukwila. Geologic research presented in the USGS map of Seattle and vicinity revealed that the vicinity of the site is covered with alluvium from the nearby Duwamish River. The alluvium is the result of flood deposits accumulated since the last glacial period 13,000 years ago. The depth of the alluvium deposits at the site is not known. HEMPHILL observed the excavations for foundations for several houses in the H CONSULTING ENGINEERS 20 May 1999 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 - 0169 - �- 4041 WEST LAKE SAMMAMISH PARKWAY SOUTHEAST • BELLEVUE • WASHINGTON • 98008 PHONE 425 644 1080 FAX 425 - 643 -3429 dchemphill @msn.com PROJECT NUMBER 2359 20 May 1999 page 2 of 6 pages The first concern when placing buildings over alluvium is whether the soils have the necessary bearing capacity. Other concerns with placing buildings over alluvium are the potential for seismic shaking to cause settlement, or loss of bearing due to liquefaction. HEMPHILL inspected the foundation excavations, and several test pits in the vicinity of the site, and observed that the soils in the upper 4 to 5 feet are dense silt. HEMPHILL conducted penetration tests and probing and determined that the silt soils are capable of supporting 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 ftsec\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'. EREMPEEML • LIQUEFACTION PROJECT NUMBER 2359 That bond between the grains can be lost by drying the soils, or by saturating them. That condition is well known by children playing in a sand box, where dry sand cannot be formed or molded, damp sand can be molded, and a molded sand form can be destroyed by pouring water over it. That water 'glue' is called capillary tension, which can only exist in granular soils when they are damp, and cannot exist in dry or saturated granular soils. That capillary tension is also what holds together clay soils and makes them sticky. The smaller the soil grains, the greater effect that a water bond has between the grains. Unless an extremely heavy Toad is applied to the deeper granular soils, the intergranular friction, and sometimes the capillary tension if the soils are damp, prevents the soil grains from sliding into a more dense condition, and they Another condition that occurs within Ioose,granular soils during a seismic condition is called liquefaction. Liquefaction occurs two ways; by rising groundwater creating a 'quick' condition, and by trapped porewater reducing the strength of the soils. When granular soils that are below the 20 May 1999 page 4 of 6 pages remain relatively loose. If an earthquake suddenly jars the soils, the friction forces will be temporarily reduced, and the soil grains can be forced into a more compact condition when the weight of the upper soils is reapplied. As the seismic vibrations cause reduction and reapplication of the friction forces, the volume of the existing voids will be reduced, and the soils will settle an amount equal to that reduction in voids. That sometimes causes a large area to settle an equal amount, and differential settlement can be minimal. Differential settlement of a structure can cause structural damage, and differential settlement outside the structure can cause external drainage and sewage lines to reverse flow, or can stress utility lines to the rupture point. groundwater level settle quickly during a seismic vibration, the groundwater that filled the void spaces of the loose granular soils is displaced and forced to rise. If the groundwater rises fast enough in more pervious soils, and can rise to the ground surface, then a 'quick' condition occurs. ETEMPERELI PROJECT NUMBER 2359 A quick condition is similar to the cause of quicksand, where the rising water moving past the soil grains reduces the frictional contact between the grains, and therefore causes a reduction of bearing capacity. The rising groundwater also saturates the previously damp granular soils and breaks the capillary tension bond. Therefore the soils have reduced Toad bearing capacity by losing frictional contact between the grains, and by losing the capillary tension bond. The 'quick' condition is also caused by increased pore water pressures that prevent the soils from maintaining frictional contact. When the sand grains have reduced friction caused by a vibration, and attempt to move into a smaller space, they are resisted by the porewater that hasn't been able to seep out of the pores as fast as the soils are settling. The soils are then supported by Because the upper soils at this site are not granular and are relatively impervious, water that is displaced by settling soils would not be able to rise to the surface to create the liquefaction conditions at the surface. 20 May 1999 page 5 of 6 pages CONCLUSIONS the porewater which acts like small hydraulic systems. Of course, water has no strength to resist shearing, therefore the porewater and reduced soil friction combination will fail under the imposed loads of the upper soils and the structure. That type of shear failure generally occurs under narrow footings that are near the ground surface, causing the structure to tip over. Structures that cover a large area contain a large area of the soils with a higher pressure that resists the quick condition by preventing the water from rising, and by exerting enough pressure to maintain the required friction to hold the soils in place. If shear failures do occur around the outer edges of the structure, the large middle portion of the structure will still retain its integrity. Because of the density of the soils at the site, any seismic settling would be relatively minor. There is no evidence that settlement has ever been a problem in the vicinity of the site. ILEEMPERILL • • PROJECT NUMBER 2359. Because the groundwater is fairly deep, there could not be enough settlement to force the groundwater to the surface, even if the upper soils were all sand. Dale C. Hemphill P.E. Registered Engineer No. 14777 State of Washington 20 May 1999 page 6 of 6 pages HEMPHILL concludes that settlement from seismic vibrations with an intensity of VII would be insignificant, and that liquefaction could not occur from any intensity. FROM 'DRERMCRAFT HOMES • - T0 Dreameraft Homes* Remodeling FAX TRANSMITTAL Our Fax # 2534545208 Our Phone # 253 - 859 -9697 To: ; " "o La„. sir, ci Date: t-Z 1 is lag Fax: Mo 431 cos From t- i 1 Number of pages including cover: Message: `Peaz cul, l ri e i.uk duo so W. cav, . d,icuss 2064313E6S •199 -1S 12146 • :vti 1 011 .rn b, p a, e+YT\& ,4' FROM :DRERMCRPFT HOMES • • • CLIENT PROJECT NUMBER 2359 REFERENCE : SUBJECT TO 2064313665 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 bearing soils for the proposed new house located at 4430 South 122 Street, Tukwila. HEMPHILL conducted geologic research, and visual observations, and determined that the vicinity of the site is underlain by alluvium from the Duwamish River. The first concern when building 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 OBSERVATIONS 1° ^9.12 -1S 12:47 #448 P.02/04 EL' L 16 September 1998 page 1 of 3 pages Proposed house located at 4430 S 122 St, Tukwila Geotechnical investigation of foundation soils INTRODUCTION The investigation and report were authorized on 1 September 1998 by Bill Babb of Dreamcraft Homes during a conversation with Dale C. Hemphill of HEMPHILL CONSULTING ENGINEERS (HEMPHILL). 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 excess of 2000 psf. Underlying the silt Is a dense fine to medium sand. 404.1 WEST LAKE SAMMAMISH PARKWAY SOUTHEAST • BELLEVUE • WASHINGTON • 98008 PHONE 425 6441080 FAX 425- 957 -1877 dhemphitlgcse.netcom FROM :DRERMCRRFT HOMES PROJECT NUMBER 2359 TO There was no evidence of free groundwater in the upper 6 feet of soils. The silt soils have a low permeability, therefore any water in those soils would be held by capillary tension, and would not be free flowing.. Water could flow from the underlying sand, but none was observed. Because of the proximity of the Duwamish River, it is unlikely that minor fluctuations in the river level would influence the groundwater level at the site. With the correct intensity and frequency seismic shaking can cause loose sand to settle into a more compact condition. The deeper the soils the greater the weight of overlying soils to hold the sand grains in place. Therefore the greater the intensity of the earthquake the deeper the influence on settling. Liquefaction occurs when saturated sand settles and displaces the water, forcing the water to rise to the ground surface. The rising water lifts the upper soil grains similar to quick 2064313665 1 °'q,12 -15 12:47 #448 P.03/04 16 September 1998 page 2 of 3 pages EXPLANATIONS 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 from seismic events or heavy soil loads on loose or soft flood deposits. sand, which reduces the bearing capacity of the upper soils, A building sitting on liquefied soils can slowly sink into the ground, sometimes tipping over. Liquefied soil can also lose its stability on gentle slopes, and the slope will begin to flow. Liquefaction requires granular soils clear to the ground surface to allow the water to rise through the void spaces. It also requires the top of the groundwater level to be near the surface because the groundwater level can only rise as high as the soil settles, MIVINEVErnak FROM :DRERMCRRFT HOMES r.' TO PROJECT NUMBER 2359 HEMPHILL concludes that the bearing capacity of the silt and sand soils is sufficient to support the proposed house with minimal settlement that is within the tolerable range of a wood frame structure (0.002 ft/ft 1.2 in /50 ft). Because alluvium is generally fairly consistent over a large area, any Dale C. Hemphill P.E. Registered Engineer No. 14777 State of Washington 2064313E65 1 °F9,12 -15, 12t48 #448 P.04/04 ( 16 September 1998 page 3 of 3 pages CONCLUSIONS settlement resulting from seismic shaking would cover a large area, therefore differential settlement between houses, streets, and utilities would be minimal. Because of the relatively impervious silt cover at the site, and the low groundwater level, there are no conditions for liquefaction. I EXPIRES 17 FEBRUARY 2000.1 NENIPSIDNIZZI APPCDVED. PER. PU WORM LETTER DATED 7-/9.7.,„._.,,?<?. CC 4 5 • ss s SO w -rle re - pee L'Are 0 - SE E Co- • ) ec rj -c, Fees co I 10 (-e.0 Set tr, Floo, (9 D98-• Vt DS IS I SXL - bel '- cC I . 11 •:;)(...) eLPt No. Lc.1 69- ocro crr Cr ) f 1-lorne_s . 11 oc • ' 4 *. P in' 1 ^ 6 3\e woccl c? ecyz, cub, IYAs Cunt W Gta4( D" hi WOL4e 1 . (.1 arrOgollft c *rui(vviLA JUN 2 2 1998 PO40,11rCZNTER Qty Notes Size Type Bar VT Glass Grids Argon U -Value Surri i 1 5050 XO 270 a S CLR MATCH 6X5 • . S 2 1650 PW 770 It CLR MATCH 2X5 •50 1 1050 PW 770 5 CLR TEMP 1X5 - SO 1 4020 XO 270 $ CLR 4X2 . S1 1 4040 XO 270 10 CLR . S' 1 5050 XO 270 a5 CLR , GI 1 2030 SH18 570 (o CLR , SI 1 2050 SH30 570 i 0 CLR . 51 1 6036 X0 270 a 1. S CLR . 5 2 2020 - ' SKY 980 $ LOW -E TEMP G : 4Z DATE FOR BELOW 1 5040 XO 270 20 CLR .9 2 4040 XO 270 3 a- CLR - S 1 4039 XO 270 IS .S CLR • St 1 5068 170 3 / CLR TEMP • 51 More Mao a Naas ... A Corit. sat 19120 BOTHELL- EVEREEIT HWY SE, BOT1HELL, WA 98012 -8124 (206) 481-7101 • 1(800) 800 -5920 • FAX (206) 402 -4811 customer: Dreamcraft Homes Address: 215 East Meeker Kent WA 98032 (color) Vinyl • Notes: QUOTATION ONLY Dimensions: RO/NOA tA D IAL ATTENTION: BRITTNEY BOLLIN Quote Date: 4/25/98 job Address: Misc. Notes: Project Start Date: Quotation Valid For Sixty Days Maximum Unless Otherwise Noted. Job Name: Inglewood A Plan Revision Date: Sales Rep. 1047 PO Job Phone & Contact Total Se State Sales 7 Toi Page 1/1 Phone /Fax: 859 -9697 Contact 30 DAYS Recorded legal description: Lots 1 through 11, inclusive and lots 25 and 26, City of Tukwila Boundary Line Adjustment No L96 -0077, recorded under recording numbers, 9801050589 and 9801120917, being a portion of Lots 35 through 39, inclusive, and Lots 42 through 50 inclusive, Block 5, and Lots 13 and 14, Block 6, Plat of C.D. Hillman's Meadow Gardens Addition to the City of Seattle, Division No 1, according to the plat thereof recorded m Volume 12 of plats, pages 64, in King County, Washington. RECEIVED WY. OF TUKWILA : 9 1 2 f ` ' 199 PERMIT ,CENTER 1� 2 1 g G 5 :Y. . J erfhAR; �!/li Z eI S QT: ...'"" 2:Crth? tot kEV1) S .o b -p, Z = 2 . 5 8 4 0( sato ite- Ae A V 4. « (be = 024 QPva ( 66,5sigs4t,t COOL$LL 3itt >2.44 =ott_ ban) S a:. F ■ 7--rt tr 'S) s o D o k Dc.. .. — ((3 5"7u og .- 7 - a o-3 AL-- u ro 1(0g o c_ L wI bi.K A K4..l.l wt. Cq?Ac. 0 VLT &rrt.. G 2. 0 c )1/49 & •,1, Pa-k"; S 1 V3P' -J LD x-114 r OUR NEW AREA CODE IS 253 EFFECTIVE: 4/27197 '?3 ' C. a o3 L• o z %'C'■ �--Q -.n om. 1 - z s -`r'l it ') R.HORN ASSOCIATES KEN 4 T WA9 064 - 5102' 5102 Dcia- 014.9 RECEIVED • CITY OF TUKWILA MAY 2 0 1998 PERMIT CENTER 24,0 per goo . G•IS • 4 4. (L. 44 idi 7`4v o t W Footmen Ara wow tt o01 hoes i rut $$1 1% 12.10dd11/2 . 11117 5001 300 SS3 3 12.10d 2433/18n 785 Sprier Group NS 4,1. 1J1111LAL \Il /ll /.t111l1/41 • •■.L.L ll%..■b.a ,.U►/W — - A 4 Ua.I. A 4, v, i...., . ease taluer in Nlnds per purrs inch (psi) — Use with Adjustment ttuiors (re . TubIa 14 w N) . Extreme Tension _ Cmnp ' on Modulus of Fiber Stress Parallel Norironml Perpendicular P arallel Elasticity in lending to Grain Shear to Grain to Grain (million psi) F F Fv . F 1 F E Grade Douglas Fir Set. Str. 1450 1000 95 625 1700 1.9 - Larch No. t 1000 675 95 625 1 450 1.7 No.2 875 575 95 625 1300 1.6 No.3 500 325 95 625 750 1.4 Construction 1000 650. 95 • 625 1600 1.5 • Standard 550 375 95 ' 625 1350 1.4 Utility 275 175 95 • 625 . 875 1.3 Stud 675 450 95 625 825 1.4 • Hem -Fir N0. er. 14 No.2 500 Construction 975 Stan dad 250 Stud Utility 675 Nate: Values for ettifry snide sppl' only so 2" by d" lumber. + ef���K� - ''' i�n'•a '''�i s 900 600 500 575 150 400 Typical Installation ati n 75 75 75 75 . 75 405 405 405 405.` 405 oM«ri besmo ui • SS SSHOES 1500 1.6 1300 1.5 1250 1.3 725 1.2 1500 1.3 1300 1.2 850 1.1 880Q 1.2 +6-- Reinforce joists. studs. and rafters notched dutlH9 O0notnletlen. SS stud shoes are not a dotal replacement • of removed material. MATERIAL: 16 gauge ti'1NISN: t3alvanlaad INSTALLATION: Use all Speckle' fasteners. Sea General Notes. CODE: BOCA. 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FLF Mr->a, 174 '&5.9 US M- D F &Jj ... o t. 1,12 NP g. C;64...t.. L.E.vAT ow s I -P rr, S0I3 16s As= Ipei. PLE__ti i.cpepo.Ft::165_ c 34.4bins • GR:6141, aa."m ut f1/4 1hatti- 4 l isr / I. •I. 1;1,6 w.49/2... 7)1 ( /4 /5:.8.e141,..itsPU4110w) -- ; ' • --A 4 3 . !, , \./1 a ts_o V/4 : ii5.41.- I b 29 . 11 Minix_f._13 A:! ..1Eli_3__ . 1 • • V5 ' 095 IIPS_____ . , s ,c,s440\iN i . PalW e li . oir . k tx1A% 410 G.F - 3 0 , 1 F 1 ,.rdl?..5.. . "..41-...4.1i.h..?::.............. .._......--- TO: FROM: DATE: SUBJECT: JJS /tkf City of Tukwila Department of Public Works Permit Center Public Works Engineering July 14, 1998 Dreamcraft Homes - SFR 4430 S 122 St Permit Number: D98 -0169 Contact Person: Vickie Martin Phone: (253) 859 -9697 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) NOTIFICATION OF UTILITY PERMIT ACTION THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JULY 14, 1998: PERMIT FEE 3,968.00 7,278.00 25.00 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 June 10, 1998 Ms. Vickie Martin Dreamcraft Homes 215 East Meeker Kent, Washington 98032 Dear Ms. Martin: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D98 -0169 Dreamcraft Homes - Lot 1 4430 S 122 St This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Division and the Public Works Department. At this time the Building Division and the Fire Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerel , • eGey. feeee5a Kelcie J. Peterson Permit Coordinator Enclosures File: D98 -0169 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-3665 DATE: June 4, 1998 PROJECT NAME: PLAN CHECK NO.: D98 -0169 WORKS DEPARTMENT COM11 NTS Dream Craft Homes Lot 1 BLA L96 -0077 PLAN REVIEWER: Contact Tammy Frederick, Permit Technician at (206) 433 -0179, if you have any questions regarding the following comments. After reviewing the plans you submitted the Public Works Department finds that the site plan is incomplete, we will need four (4) copies of the site plan showing the following information: 1. Show Sanitary Side Sewer line from the stub out to the house. Show pipe size and materials to be used along with the percentage of slope. (Refer to drawing #SS -1, attached, for construction details for you or your utility contractor's use.) 2. Show water line connections (from the main to the meter and from the meter to the house) including the location and size of the water meter. (Refer to drawings #WS -14 & WS -18, attached, for construction details for you or your utility contractor's use.) 3. Storm drainage shall be per the storm drainage system plan dated 2 -18 -97 and approved on 4 -23- 98. The storm drainage system downstream of your discharge will not work unless the system is in place. Individual lot owners will be required by the City to install the portion the system associated with their lot. Applicant proceeds at their own risk. The City will not install the storm drainage improvement identified on the plan dated 2 -18 -97 and approved on 4- 23 -98. If applicant desires to complete any or all of the storm drainage system, the City will issue a separate permit for work in the right -of -way or on an adjoining lot if easements are secured from that lot owner. 4. Show width of driveway and the edge of back of sidewalk. 5. Sidewalks are required for this project and shall be installed at the time of construction of the homes on a lot by lot basis for all properties adjacent to the city right -of -way. Refer to Typical Frontage Improvement Section of plan dated 2 -18 -97 and approved on 4- 23 -98. 6. Show the location of the closest power pole and how the lines will be connected to the house. The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 7. You will need to submit a Flood Zone Control Permit (application attached). A sample site plan and a H9 check list are attached for assisting you to prepare the above requested information. Please contact us if you need further assistance with your site plan revisions and we can go over it with you before you resubmit. Please fill out the attached Metro Sewer Certification Form and return it with your re- submittal. cc: Gary Barnett, Public Works S. City of Tukwila PLANNING DIVISION COMMENTS Date: May 27, 1998 File No: D98-0169 Applicant: Dreamcraft Homes John W. Rants, Mayor Department of Community Development Steve Lancaster Director Please contact Michael Jenkins at (206) 431-3670 if you have questions about the requested revisions listed below. 1. The site plan and elevations shows a two car garage but the Main Floor plan indicates a three car garage. Please revise plans accordingly to correctly show the number of garage spaces requested. 2. The setback from the front property line in the Low Density Residential (LDR) zone is 20 feet for the first floor and 30 feet for the second floor. Please revise your site plan accordingly. • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431•3670 • Fax (206) 431-3665 DEPARTMENTS: uilding Division 2 4 -° 1 PidgqI orks TUES /THURS ROUTING: PLAN NG'SI[I P ACTIVITY NUMBER: D98 -0169 DATE: 6 -22 -98 PROJECT NAME: DREAMCRAFT HOMES %% Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision After Permit Is Issued ND Fire P evention Stru u mo P nnin Division EL imp err t ordinato DUE DATE: 6 -23 -98 DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete 0 Incomplete 0 Not Applicable Comments: Please Route 0 No further Review Required Routed by Staff 0 (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 7-21-98 Approved 0 Approved with Conditions Not Approved (attach comments) fl REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved 0 Approved with Conditions 0 Not Approved (attach comments) 0 REVIEWERS INITIALS: DATE: \PWROUTEAOC 6198 ACTIVITY NUMBER: D98 -0169 PROJECT NAME: D)REAMCRAFT HOMES DEPARTMENT: Building Division Works (0 -qq PLA c Cm& (0,01 N � IEW /ROUTING SLIP n DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete [■T, ,l Incomplete ❑ Comments: NO cony '0114' TUES /THURS ROUTING: Please Route Iv Fire Prevention Ian- 5 -a��g Strtttal Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: REVIEWERS INITIALS: CORRECTION DETERMINATION: Approved ❑ Approved with Conditions ❑ \PR.ROUTE.oOC 1/98 DATE: 5 -20 -98 Planning Division ❑ rmifAoggi`fidtor DUE DATE: 5 - 21 - 98 Not Applicable No further Review Required C DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 6 - 18 - 98 Approved E Approved with Conditions ❑ Not Approved (attach comments) ❑ co((ec*r * 1 Cg -1 O - Ct . �� r P DATE: DUE DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: ( CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL I (� 01 (01 DATE: � It C L PLAN CHECK/ ERMIT NUMBER: IS PROJECT NAME: ' c lk H O roes s IDD CONTACT PERSON: \)ft MC( PROJECT ADDRESS: REVISION SUMMARY: if -L P trA ,� ` ne-( e.c + / ecl,(.64kleids \ (AA 1.06.k .1,IS7 4 3o' �o✓ ec��'1 Cs/ CL D( SHEET NUMBER(S) - Cop Cis p "Cloud" or highlight all areas of revisions and date revisions. RECEIVED CITY OF TUKWILA JUN 221999 SUBMITTED TO: PHONE: '353 / 6 Cc./ 3/19/96 . ,' . . • . . . . , . .. . . . . . . „ . . . . . . REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST # . , EXP.. D&TE , MJFHOI*092LA 10/01/i998' EFFECTIVE DATE •, 03/01/1991 M: F L HOLDINGS INC KENT Wk:. 98032 Signature lee' it tt,L. 'Issued by DEPARTMENT OF LABOR AND INDUSTRIES • 1 ,2 1-' 7 " r -Tian 1 14V- -�. ......�..ww,w. - r�«aen..s <rt.e4 ?:C n ,'. ""'M_rs�aw : .. r....rrrt :. w�wul +iM�•l11' -. ...r•- ..wywnrr� .. - w ... rMrwwIr •. ..Nrwr��. I 5 PIG T. 4rxco evt . 1 A IO F S W► A R pVEQ J 16 1998 RECEIVED G DIVISION CITY OF TUKWILA MAY, 2 0 199$ PERMIT CENTER DATE 6 - 23 -on, SHEET NO. IA It 6I004 Pf,e, 40 tiZ s S IS . 5' 6' Wig. -- rvATs°'- a 1 I1 DIRECT VENT F/P '- /OPT Tv. NICHE. CIVL D t' LBO Z 2� t Da T<� ir 51DI04 p4 a-010. Or 6= 4. ry.F. 6 . /Arm v '• I' -d' 4. 3i SEPARATE PERMIT REQUIRED FOR: MECHANICAL ELECTRIC GAS . WMBING PIPING CITY OF TUKWILA BUILDING DIVISION RI oriT V r.d i understand that the inn Check approvals are subject to errors and Ions approval of t violation of l of any Plan does not auto Receipt of con _ ordinance. BY Date r r ill I/14, -- -� 1 _SPADE - rcl 2 Y 30 " 11111 �Or 54' x 3to no � '- 142 " RAFTERS I,4 " =I' -vII 47, 12 Dr2 4°3 xo SEE SHEET 5 2P 7 FOFZ ALTERNATE KITGHGN CASING ELEVATIONS FLOOR JOISTS HF 2 STUDS ,POSTS HF • BEAMS HEADERS HE 2 ' D F 2 HF I.10? E 24" 3(v 12 " 21'" la"; LAZY r ; j 5LSAN 124' KITCHEN GANNET EL,EVA I /4 " CI I_ O II 1 SPADE 3c7" is " 3Cp' -D" 50' -o" it 4 ICI '' v .v�►o/ kill glI ��� NUNN u I �� Mu.�! u iI =EN :fit. _•• i ! 11\111 SPIN mums improngn41lgr± V • *MINER 3' -C71' M ME SIN „ IT II SEE DETAIL ON SHEET v `r- VINYL LINE. WITH ALTERNA1E. KITCHEN CABIIJ PL�`•N 171 REGT VE 41 F/P I ti-rezzod4&& T INSTALL Peg. W/ 13Pr('(EI?Y rhA1YJpM F6. OIR•EGT IOM S 5 - / " id-s" I 1 r OW "E reigdf o FAMIL7 FDDI 5' -2'' 4 1 4x12DF2 5°0 5L . &L.. PR. - - - -a . I 1 JIM to DHJ i AM! e•MO1� - = Emu r ,� ; .N.�r * � l Immo ill KITCHEN PLAN L tibEK DESIGN .VALUES* 9c1 -a te F„ = 75 . 1 'Fb= 1175 Fc • 4o5 F..= 15 'F6.850 Fv = 55 Fb•875 Fv 75 Fb = *DESIGN VALUES DERIVED FROM U•B.C,_, TABLES 23-1-A-1 415 -I-X-1. AND ARE. (. IVEN IN POUNDS PER SQUARE INCH MIGROL.Arl Fv =285 Fb='2800,E =•2x10`° (,LU -LAM Fs/s1(95 Fb= 2400 1 E`I.8)( 1 O 4 ' Cox DF I F 135, Fb=1350 E=1.(ixtOv SEE. SHEET NO.ra.OF7 Fog. SHEARWALL 4 HOEDOWN SCHEDULES LINE OF FLOOR- A BOVE � - - - - -- 4x12 RF2 - - - -- ° DF2 '} °3'x0 * 5 ° (oe'SL•GL. DR, (2)4 °5 ° 5H w /(2)1 ° v.°t, QTR. RND TRP J. O VER- 4x 4 HoRIZ. MULLION 4x6, HF2 OVE.(L '" 2 RAP. IU. RND over- -ELEV.' (2)4 1°5H F> 9 -4" ;2' -10" 15' -0I' 0' -O' 5' - I /4 " N1 IN R �A NON- BEARINt, G©LU M N 5O I - 4x 12 DF2 5 °4 °x0 r LINE DF FLOOR a6o E I IMPACT BARRIER ELEMEN75 swrTCHES IS" MIN. ABOVE SLAB 1 P k lId� a. V-tex +or 4'-O " 2' LINE or 2 -GAP- RAv 4 R4 E — _--_ 5/8 N TYPE 'x' 4:44E5 COMMON WALLS CONT. TO UNPEFSIDE OF ROOF SHEATHING Z- LA-V 5 FRa�wh W►g.wor36_KS ovER * iQ"QC- 8 ° i ° O.H.ID V 7 ° 0•110 . SEE PET.sHT 0./ SEE PET. SHT. 01 20 I — j /9 12` MIGL'-0- LA M(P6 = 2800) (OPTIONAL. 3 /e" x I 1 /s J, 8' -D II 20 II I I I I I.I. 12' I I Ir I I II I 24 :5a POWDE(t MAIN MASTER 14 E5 11 OPTIONAL 'N NIGH E co FIR EPL-AGE I / I - e'D' 4'E' ELEV.. 8 7 o. H. O. H.P . SEE PET. 5HT I I' -4 "L ON! 4.11 DF 10' -D" U1 O \JED 16 '199 NG DIVISIO MAIN FLT 984 S. F. UPPER - FL= 830 5.F GaRk.‘E = 440 5. F 3- Carz- &ARAer agarltof MAY 2 0 1998 CCGtlIT r`CmTCf9 z w w as w = 110 � g U tel z � a3 W o J DRAWN DATE 5 -23- 94 SHEE NO. 2 / OF 1 SHEETS JOB N0. T e EPEiteer avg 6 01 1 041 4.kr atanu. it 5 4 F 4.Zoalt d IDUr4ET: (nl. f *$... to) C.'nH E.►J7 40 T. . U = UA I1 tr4144.144 (Fw( wmpK.q..t) goo 0.0x. 28. 2) vAuLTED ouita FAerr46060 2`I2. o.G 9.93 HET viAUS ai '"`F4A1 1351 0406.2 114.76' WI.I S (IIe& tY1- o. S 1710.8 FLa.,a4 (, #u 4.114.110 spa) 1092 o.o4. I 44,71 LxTE.Mop- wogs 41 0•4'o U9 4 cog e-. (;,'g xf r t r) fWiLY! .L F -h. Wy! . �� il.- bu94Er lU► (1 391,44 rP • FwI& urc+wur E?aL 6 01 1 041 4.kr p. 1.*. Fr ■ ii = UA n c 46;714 3b 79 2 , 07..°) 22 .x? 3) SC-196a` tiLISts •.. ".. ".../ •s 51 cown4 .ctiva4 3 292 , O33 9.1. NET W.LUS (a" r`; I I : t o. 1 0.3 Y11t1DoW1s(.oaew /+W0 1i+ 26 .3 . 51 iS4.d.6 3 I9 Io92 ' 44.77 ccNo.s6.a to ti ^- '- ; NoLYNt 8 .(, • 4.B g wr cceP4 ; t 444., z 91 1 33 13.53 RbPmsLL 4.e t'4) 377, Numbs.. of •odraeme Minimum Smooth Dtwt Dib'nstw Minimum fleoba Duet DI.met.r Marino length' MaxNx.m NumCsr of Elbows 3 Ior ', 6. 4 inch 70. 3 7 , .7. I . 2O 6 itch 4 w mwrs I I. 20' 2. Fan Tasted CFM •0.2S W' MNMn.rn Flex maul« MuYwrn L.nSV F..l Minimum Smooth Olenn *M Mosimu rh Length Feet Maximum Mows 50 4 inch 26 4 rrar 70 3 60 6 itch 50 I inch 100 3 60 I Inch IN I.1.11 0 inch No limit . 3 SO 4 Inch' NA. 4. inch . 20 3 ID So too 100 526 126 � PGY1 , r 1: 100 c I, nn VT VD 1.1 No Limit, 6o Ni titan NoLYNt I ouD 4ET propsm.. 4.441441$ 391t44 ' 377,11 • I3. 49 Washin ion Wrs Wows. am Indoor Air Oustq Cad. TAME 2.2 Whole acute V..dletMn 'taw Sghiomonlet list !.cant edam TAME 3.11 Minimum Sum Ipecac VendleWn Gawky S•V" r•'a•nte t�i+> •1111111C1""1• LL��.. .. L imo1'i'L+ +•s111+11t• 60 100 0 0' 3 4 6 Maximum 75 120 120 150 1110 1. Ms tab's UM not be used Mr dwelUg units containing mm. mom 5 barrooms. TAME 3.1 Mowitniw E.hauot Cwt WI.N 1 For each sddrlarW .bow subtract 0 teat kom length. 2 Flu duets ad this dwmstar in not pinched with lens of this s is. TAME L/ ReserlFIxsMtepa1N Farad AV SuptF Oust MANS 1. For IrWl'. ate 20 lost bums" duet Msmet.r 1 Nab. 1. For elbows numbwing more than 3 .melee duet dhow", t inch. rig •amt Qi C* cr 'it NO 1 4 1 -0 HFZ 9 ° `t ° X O 2 3Cv 7" 10" x8 HF2 4 ° ° © 11 l0 t-t 5e2 I 9' ' 't Wf.TER - RESISTI•NT (°I.46 TOt1O " /Is 5V. pp,b N IN LET' 0'- LIVI•G R-M 4 ( -----5,NITP--( BELOW SEE SHEET NO.(oAOF 1 FOR. SHEARI4a.Lt., SCHEDULE R-RS TO +7 •i E. '' N T 1 _4 1 i t Il GI_ 9 1I 2° RADIUS PICTURE x(,= H UrrEg FLOOFZ PL /. I/4". II -0 &p-F c- E �� R-00 F 0u M cn LUNG DNIS10 BOrtecovED CITY OF TUKWILA MAY 2 0 1998 PERMIT CENTER DRAWN DATE 5.23 -74 SHEET NO. OF 1 SHEETS D NOTE EDF P I I SEE SHEET 1 10.0..OF 7 FOR S HEAR WALL SCHEDULE. 3c.p' - o" 10 7 I /2.." 1 10,10 <Q 5 0 -0" (.2F I 4 5YP,4Ss R R4S ° BYP,AsS BE-DR(,X2M 2`e,I -rol- ,,' 5 ' - ," 5 ° ?u �/ sHowER- R -'ES. 0+ o' p1= IN T 2 ° F-ADILJ5 PIGTUK -E 4 x4 H F2 d 1 -1 " 4 5q' v k Wf.LL': L CAD L E. 8' -e..0 S .D ri AST Ei 5 EDRAM PHONE. 42 "xGoO ruB (I6.74 PLPTFOR1 -VERI 4; s• Li "s OPTIONAL UPPEF- FLOO(z PLC\ 1/ 4" WATER- -f- E5ISTANT To 1G "A0V MAIN INLET N O ' s' RECEIVED CRY OF TUKWILA MAY 2 0 1998 PERMIT CENTER . te a tits �1 w E (1) c:21 O oo Z 0 2 (4 w a U 'p11 ' " '43 w n m lX11 a a n 1 n w .- VI DRAWN DATE 5.23 -94 SHEET NO D PT 101 OF 1 SHEETS JOB NO. PLAN NO. IN 9' °PTiot,' IN& LE WOOD pci S 0 16` 2= • I I L ABU4 To IJOTE 4' -o' ' ! 41- I BC4 W /(12) 16 24. 48'x 10" GONG. FTV. gx8vF2- 4' -2 w /(2) '/2" 0 BOLTS r V8'1QA• BOLT Cv " SUNKEN FLOOR. 1 5'-0 " r I I I- -4 2(8 HF2 FLOOR JOISTS GI62'o.c . (YYPICAL) SEE SHEET NO.4•AOF 7 FOR HOLDOWN SCHEDULE 4 NO TE : PIERS - 18 "x POSTS -4x4 BEAMS- 4x FOUNDATIO 4 - O " 3W' -0" 1 U F L_f POST TO - sU6FL.R- - T 9xlp 3/ J. OVEg I UNKEN FL. GSTAIR5 I8'x8" (EXC A5 NOTED) HF2 (4x(o • BEAM SPLICES) IZ DF2 EXCEPT WHERE NOTED N vENrS -16;y(./CIO REQ'D) TU!'N JOISTS 4 CANT'L Z' - O" FOP_ Pip F 1'- 4'is' 50' -o" IT I I I__1 L_ -1 Ito" FURNACE - OU'j I Co' -rte" ©UNDP&TION PLAN 1/4 a - 1 . - STHt14 2O' -0' LINE OF FDN. FOR - 2 -CA R• GAR g " GONG• S La5 SLOPE 3" TO DOORS FOR- 1PP,AINA6E, coN - r, Is" >< 8" FooTIN6 8 1. 2 " 10 0 S 14 I I O V4 o F1 Q� E AS ►t" 16 1998 r w wkl IW BUILDING p1UIS10 RECEIVED CITY OF TUKWILA MAY 2 0 1998 PERMIT CENTER C.4 Liar E ca (1) DRAWN v DATE 5 -2.3 -94 SHEET NO. 1- OF 1 SHEETS JOB NO. o0r60100 rrer0. I. )sir to ai0 or girder, losoola . ) -Id R Stickily b joist. resod sack rd 2 -Id 3. 1' a 6 air a 132 or) straw or ire to sock joleL her rail 24d 4. Wider duo 1 a 6' (23 or a 132 sty rabfloor to sack joist, for WI 3-I4 3. r 131 air) smlMor se joir or girder. blind rd Da sail 2.164 (406 rot) es. Sole pw r backlog. Tpks _ 160 r IV • Solo par so joist r backlog. r brood lI Wrote 1.164 pr 16• (106.r) 7. Top par to stet or nail 2.16d IL Sr4 r oak Oar 4.4. serail r 2 -160.md rail t. Daebr murk far aril 160 or 24' 010 air) oc 10. palm lop MS 164 16'lW6 r.1- es. 4 11. $acklop brew Jobs or rotor r top piar. scroll 3-Id IL Baejdr to or rat, Drrail Id or 6'(131 air) oc. 11 Tr parse. taps ad )rlrewlasa fro roll 2.164 14. Crr1rr rake. sr poor 16d at IV (406 am) es. along sad d6e I3. Giarrp jobs to plw. errai 3-Id 16. Crrlwer heads r cowl. rent 4.10 17. Corr jolts lop ova whirs hot rail 3-164 It Csilkr Him to ponlid Alma for roil 3-l6d It tar r parsoorr i 3.114 20. I (25 or) brae r rack rod d row far roll 2-Id 21. 1' a r (23 air ■ 20) re) d'rr'biri r Isar r oar brara& hoe star 2-Id 21 Wide err rar(23 rim a 203 ow) Jrurir to nail Warrp. far rail led 21 &O1-se coma ark 164 or 26'(610 sow) es. 24. R i4-ttp p»dr rd boar. 200 r 32' 1113 car) os. or top awl brow and soured 2.20d r soda and r ask orir 23. r (31 err)ploka 2.16d or rack berr 26 Wood nrrrol orris rd prddsberka Ss W trail Aw r ry it fro tsk (I lock • 23.4 not) / I • 4 :� ls• le r o 1- Q. 11 14 . 104'r16t asblloerar4sdaprrt 44 krwa/} (I Irk . 23 wr .4 ) ,f 4a o 1 lst'•I'4 104/11141 21 heel Alin (r ftrrlyl I li` i 13 rot) or Ira 6dr I h • !1 6 air) Id. T 71. f96sMr 13dra161at: N. 11 . N616µ n its' Moor • last. 11 µ • - Ida Nn 16 se :.. rrrior prole, i ii rd. y6 411 TABLE 23-443-4MLOp SCHEDULE tGtr�r r ks tai sop M rod rap rbw rustics art t14414 rood r 6 Yaw (132 or) raw at arr. 12 irks p00 ma) r auditor arrow arrpd 6lorbr (I32 sr) at d aka . pseu Nair ( 12H ma) r mom For WWy rf rod wrwY pad rid ror poor drawl i r dr roar ark taw to i 1r I Swam 23141 NAIL t rrlba rya b roroam. d rr boa sour terra or ddorr d obi. 'CrrrriorasYlr Map sr rely ri eorfotrly b dr wyolt4rrr'r of Soros 2725.1. air• 'p treed 3 korai%staler am wrist Ape w 6loam (132 molar a err r rrrdirr y- r tg prntt irwrWr roar aei ri 7 hr• a641s* rust (11 air) Mod W� st'o I I��j'� OS W York 1r rk Ijti (13rMt tdrbly sod 1%4r (Mar ) hark for lwad di t Mori 'rt rorfrrbtl odor oprimora of Souks 23211. artr.4latoor Tftdrtck(llrr)resreod 'Ja-4 i0 62 4934141.413 rot) siraibir 13 aod 1 /Owl OE arras. r hrk11(304ro itrdiografa .trpbarrrb grrrrafiraar And rrMertr r 16 air 6106 o r) po Wass 001 W if mega oak lo w long iralor rf d o prod. trust WrsdrorrrtaQ Crag r Edbri4prod6 arm ( 131air)r peed err. l2 Isar OW3 am) r how raw IoW support t sapper. Yorr (610 re). Orly or hart eat read 6 orbs 032 rr7 es prod err. 13 locks (3W re) r brrr6w worm. Dc gj 2. H F L , PDL.2.I0 FELPI,J IJINDOI..1 SIDES FL 00 T'( ICA L 44 c TiL.6V - Fi k1 /125.1 Zx 10 @ ICs Itr.c . NOTE SEE SHEIeT 1 FoR FLOOR TIE SCHEDULE r 24 i1 CANTILEVER- UPPER FLOOIz FI, MINE PLAN 1/4 II 1 . 7 II SOLID FLOG DING F.5EP1 -TYP 24 G7ANII LEVER- /4ll It_pe OPTI ►JAL 2.6. SG) F FIT I 2 jl LAZY SUS "N SINK D 5 PAGE 4 -3 d 2I II 30 11 R40 SUSf-N 12 1 740" t . 1 30, j,3c74 I. ALTERNATE KTGHEN Cfr ETS CITY M N JUL 1 6 1998 BU!1.C�1NG �N!510�`, RECEIVED CITY OF TUKWILA MAY 2 0 1998 PERMIT CENTER a 1 crs E cc%Q L D , RAWN 1" l •.r DATE 5 -23 - 94 SHEET NO. S OF SHEETS JOB NO. 1,164 ►JolES i�l5ri�l 4 br,a •TF.L1506-5 Ptiz 1 stet.►- - H 2IF,t IoFI )'o P6614- - A.ppeo' L - IPA f.4-14140414 To MpiN , AirO t0 etP r. pt-A1- @ sI ,41'IG VE11TII"ATlot -h UPPER pax / 4121.A. = 830sd. pr. Q I/2 = 2,77 40. Ft M 1i - 22Vr1 6LUS.Q •066¢: 1.44 f• F-T'. 2 GA9LEVENTSC 2.25 Fr TOTAL ■ 3.109 5q. FT. HARE Swl �WZ SHEA THO mutat! 7wr, rI ELn . • 7 / cooe. a e" ' ea®12f WIt. OS3 ea IV! Bd0 4" vs N Wok el' 8 a'1z' nAILIHQ • T R O � L H Win I WO•1'G ' (3•)1• SILL PLATE MOORS s• cWSNas we:J.:L BELEARSALk1, SCREDDLZ STUD P1sU}LIH0 BAKER KUaXZf ERS • ?INJECT; STRUCTURAL'DE$IOH Iva NOSY; CHK' 6 { 2I 212TH D9g-oitvi sire *otr.1A-uk. SHEET OP DATE: 1? vJ/ (p FfCS EXTEND 2x4 ,2 :i 4 TAILS TO W ALL - PROvIDE FURR FOR R-30 MLR., I H I 1• 1 4 1- P114 EL ). 12' o. H. w /G" FA SC IA TYPICAL CD GA BL ES ALL ROOF SLopeS ARE 6;12 PITCH EXCE WH ERE NOTED P?" 0 la 16 1998 tu um- RECEIVED CITY OF TUKWILA MAY 2 0 1998 PERMIT CENTER N S mmi Cri O Z w in° w 0 1 DRAWN DATE 3- 23 •'Z. SHEET NO. 60A • SHEETS OF JOB NO. PLAN No. I e5:14, mokao YL00l TI . — _ i NR1x STRIP .' :1t>\ILIHO • HOLDOWS STUD • AHC$ORA.'OE ' HOLDOHH' ANCHOR SoLTB T(, =Cr : 5 1.4 •.. . - : S1 f3T 10 W/(ii) /Ld . S I LST VI L8)104: 64 K-% N r _ $ ens „ 0 6MJ. • " , • ,. r•scnr; He • • . . . A-4 ..w4- a►.aaar '!rt ■. _R r. = ,y d Po • . till= 1,164 ►JolES i�l5ri�l 4 br,a •TF.L1506-5 Ptiz 1 stet.►- - H 2IF,t IoFI )'o P6614- - A.ppeo' L - IPA f.4-14140414 To MpiN , AirO t0 etP r. pt-A1- @ sI ,41'IG VE11TII"ATlot -h UPPER pax / 4121.A. = 830sd. pr. Q I/2 = 2,77 40. Ft M 1i - 22Vr1 6LUS.Q •066¢: 1.44 f• F-T'. 2 GA9LEVENTSC 2.25 Fr TOTAL ■ 3.109 5q. FT. HARE Swl �WZ SHEA THO mutat! 7wr, rI ELn . • 7 / cooe. a e" ' ea®12f WIt. OS3 ea IV! Bd0 4" vs N Wok el' 8 a'1z' nAILIHQ • T R O � L H Win I WO•1'G ' (3•)1• SILL PLATE MOORS s• cWSNas we:J.:L BELEARSALk1, SCREDDLZ STUD P1sU}LIH0 BAKER KUaXZf ERS • ?INJECT; STRUCTURAL'DE$IOH Iva NOSY; CHK' 6 { 2I 212TH D9g-oitvi sire *otr.1A-uk. SHEET OP DATE: 1? vJ/ (p FfCS EXTEND 2x4 ,2 :i 4 TAILS TO W ALL - PROvIDE FURR FOR R-30 MLR., I H I 1• 1 4 1- P114 EL ). 12' o. H. w /G" FA SC IA TYPICAL CD GA BL ES ALL ROOF SLopeS ARE 6;12 PITCH EXCE WH ERE NOTED P?" 0 la 16 1998 tu um- RECEIVED CITY OF TUKWILA MAY 2 0 1998 PERMIT CENTER N S mmi Cri O Z w in° w 0 1 DRAWN DATE 3- 23 •'Z. SHEET NO. 60A • SHEETS OF JOB NO. PLAN No. I e5:14, mokao 1'12" - Z" DIP. CONTINUOUS Hf -AIL. - E- - TUfLN ENDS TD 1.4A1..L I' /z "GLEAFz No T5S: - MAX. RISE 8 " MIh -UN 9 11 , MIN. HEADF' - 6 - - 10 STRUJC�ER5 WITH 2 x 4 6-NZ-ON v BAG K - FIRE(3LDGK STAIRS ONCE IN MIDDLE OF RUN BE1 STRIN6ER 5 I .L ONG RUN 13ETI4E - STUDS. - uSE.AE1 E SPAGE UNDER. STPIRS TO 6E I -HOUR- FIRE CoNs 5/8" TYPE X'G1,0 TAPED 4 FINISHED, TYPICA-L STSIf - SGT ION I/•2 '' = I' -G7' o Tr-: - GErAIL HA'( Bt USED v'i /rAFE1- FAR ovtF cPnwL ACt , PL( Fo 4WD .ILL - 1)4 94. IN.114 e ft.Y 1011114 C011j1A oUS 1 Ott 4(-F= 141EAOr w /top A ra rw TW FikPTIII1' 3/e' M 1 1 -1 . /-4/o Mgr. 1. , Bd F IAILS a 5'o.c. E.A. WAY ALL itAllS, 000 4-51L105 4 $ - per 0R- 2.- I.* STU '. 01AIL 4Itf4.'(e En. 4110 SAID 14 rER 1-011uf. site) J - �itSof 1141141.414 flu+ 11 9 b •P • 1`e Jt I a or Ikn oo∎41 fir.' A .b. , H lrl. T' 11.16Colll 41T 6.11. r-01104 L- Fs , T>✓ ->z,AL oEL DLTA I L . OAILFtIk cf 1y1 8- 0169 2x 12 12AFTER5 R / V FO(- 5, ION ER- 4 1" AIRSPAC INSULATION bAFFLE TO MA INTAIN I " MI N . AlgSFAGE VENT bi- K'l. r• EXTEND TRUSS Tf� I LS 'TO 2x1 A- FT.P -5 50LID N. t try n!'` . 'b.l;_ 5 /8 "G, W E, • &x1° PH I 2xq I CONT. MtGKO -LAM i3M ovEg GA.FAGE POORS 5 /8 "TYPE'X'GWF (OP?LONA -L 3 %8x 10'/zGLP> TO UNDERSIDE OF ROO SHEATHING L.-- GA RA& E -- x 4- F Fo - R- INS M.A. F1 bUILPIN( SE6TI7N 3 5 I/4" ..-'1'-e2" MANUFA►GTu ED STPMpED ROOF TRu5SES 21 "o a. HAILE 12: 12. OSE 64 /104 4'GONC. SLAB N" PV "o.c. ED4ES / SLOPE TO nu" T 3 12 "o.4.IN FIELD 2x 4 P.T. MUDSILL 41111 VI" % ID "ANGH01= DOLTS e 4' - Q "o. IT-1 N F2" FROM ENDOF' PLATE'S UNLESS NOTED 01HERIJISE 12 ._ 2-2x4 TOP PLATE (113" F11x1. 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TO F - EST ON UNDISTURt3ED SOIL MIN. SOIL BEARING VALUE 000 . CN R E RECEIVED CITY OF TUKWILA MAY 2 0 1998 PERMIT CENTER 8 d Z w z woo = iij � IJ a3 z W J . 05 �G C DRAWN DATE 5 -23-91 SHEET NO. 7 OF 1 SHEETS PLAN N'. 1614 IN6LEWAOD