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HomeMy WebLinkAboutPermit D01-012 - DOAK HOMES - 12225 43RD AVENUE SOUTHDO1-012 Doak Homes 12225 43 Av S z re W U§ • u. N W 0 W < • Da z� w • o § 521-- • w 916 'CA Pp 0 z City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila. I Vashington 08/ 8 8 Contractor OCCUPANT OWNER CONTACT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 017900 -0195 Address: 12225 43 AV S Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: UNKNOWN Wetlands: License No: Permit Center Authorized Signatu 661g4,A DEVELOPMENT PERMIT 0 South: Sewer: Slopes: (206) 431 -3670 Permit No: DO1 -012 Status: ISSUED Issued: 03/29/2001 Expires: 09/25/2001 Occupancy: DWELLING UBC: 1997 Fire Protection: .0 East: .0 West: .0 Streams: DOAK HOMES 12225 43 AV S, TUKWILA, WA 98188 DOAK HOMES INC 11917 4 AV SW, SEATTLE WA 98146 DARRYL DOAK 11917 4 AV SW, SEATTLE, WA 98146 ***************** k************* k* k*** k* kkkkk k** *k * ***k * * *k *k * ** * *k * * * * * * * * ** ** *kkkkk Permit Description: CONSTRUCTION OF A NEW 1,699 SO FT SINGLE FAMILY RESIDENCE, 416 SO FT ATTACHED GARAGE AND 80 SO FT UNCOVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: SANITARY SIDE SEWER, WATER SERVICE, 3/4" PERMANEMT WATER METER, STORM DRAINAGE, ACCESS, TEMPORARY EROSION CONTROL, STREET USE UNDERGROUND POWER, AND LAND ALTERING ************* k********* k*********** k*** * * *k * ** * * * *k * *kk *kkkkkk *k *k *kkA *kkkkk *k *Akk *A Construction Valuation: S 155,351.70 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: OHM Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: Y Landscape Irrigation: N Moving Oversized Load: N Sanitary Side Sewer: Y Sewer Main Extension: N Storm Drainage: Y Street Use: Y Water Main Extension: N No: Size(in): .00 Start Time: End Time: Cut: 30 Fill: Start Time: End Time: No: 1 Private: Public: Private: Public: Phone: Phone: 206 -246 -6587 Phone: 206 - 246 -6587 30 k************************** k**** k**** k** k* k*****k k' AtkkAkkkk * ** *AA * *k *kk *kkk * *AkiikkiA TOTAL DEVELOPMENT PERMIT FEES: I 2,577.13 k** * * * * * * * * * * * * * * * * *k * * * * * *k * * ** ** k * *k * * * *k$k * *'tkk *kkkk *Akkk *k kkkkk *k * *kkA *AkiAA 1G LCD /,�L_c ate -0)5 -6/ I hereby certify that I have read examined t hi p ermit nd know the same to be true and correct. All pro ons 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 pe,rmit. Date: I Signature: Print Name D)A '_ / ' _ -- 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. 1 T"ci '041 Address' 1,1Z25- 1 3 Su; te: Tenant T riEVPEPM Parcel tl 01 4 k4■4*kl. it. 4 L ■• a A * 4 4 & A 4 h k 4 tkkk $r ir 4 4 k k I k Ar 4 ‘. Permit Conditi:ns: 1 No chan9es will be ma to the pLi app.) En and the Tul.wila 2. En9ineered truss drawin9s and i)? or, and available to the buildin::. ourooses. Documents snall 'oear the seal and si ot Washin9toh State Profe:sional EnQinee 2t. Any e insulations t.ac) 1)aterial Ti Fi3me Spread Patin!? of 25 or les:. and mater!a; sf,Alr ftcatioo Thowt09 the fir thereot, 4 All construotio t be Jooe ;o c:hf:rmanc4 with a! , 3nd reouireents the Uniioril Edition) as amended. Uhitorm Merhaoi and Washin9ton State Ene:nv Ed;t:on'). 5, Plumbin9 ettit.s *e , 1Jr:aihed thit the . eatt - le-k'i County Department of PA HL' Health. inspected by that a.2?nc%,. tiOt014 (296-472). . All wood to remain in placed concrete sha'l 7. Validity of Permit. rhe cf a p. 2r o vpy t -"N; 1. lan4. .20, and c .3 71 be con- strued to be A butt for. or an aoproyal of any of the provtons of th.,? b t4 !Hi;.? t other ordinance of the Ivri3diction. !4 t preJ.umin9 olve atithorIrt to violate oc , :ancel t ot Oode shall be valid, 8, Electrical ver.iiits shall be obtained thiou90 the Washin9ton State Divi:ion of Labor and Industries and 11 eletrir..*A1 work will be imEoec by that a9eno 1/421i3-6630 9. rher 1 1 be no occupancy ot the build!n9ks yrtil final inspection has been completed b. the Tu;wila itn Inspector. 10, All mechanical work ..zhall be unde,' ti the City of Tukwila. 11. 411 permits, inspection records. and aproved plans :nal! ne available at the t.7 site pricw to tn.:, 1.tart of con- struction. These documents are to be mal;ita;:i:d and avall- able until final inspection approval is 9canteo. 12. CONTRACTOR SHALL NOTIFY Pialic ■02Wr UTILTI GREG VILLANUEVA @ =206432.-!.717 OF i:i.MENL.:EMENT COMPLETION OF WOR1. AT LEA:7,T IP 4)." Temporary on 17 3: the first ord• . 7,edl - mn off- site or ioto 14. The site shall have perivanent a;o'zion - . • • `,", 1 :1.14.1" Place as soon as Possible after final 9radin completed and prior to the Final Inspec.tion. )5. wory ffectth9 traffic flows shall be , :loTely coordinated with the City Utilities In.zpectoc. Traffi Control be submitted to tbe Inspector fr prior approqal. 4,. 16. Ary material spilled on' o any srreet stR:! b e elearied uo mediate ly. 37. H(z1)n'? over 50 Cy shall cequire application for a Haul Permit prior to any associated ac,tivit, 1S, FROM OCTOBER 1 THROUGH APRIL 30. COVER LOE t4O STOCKPILES THAT APE $H IV OP STEEPER AND HAVE A VEPTICAL RISE OF 10 FEET OR MORE AND WILL SE UNWOREO FOR GPEATER THAN US HOR. DURING THIS TIME E E PRIOD, C;:iVER OR MULCH ()THEP DISTURBED AREAS. IF THEY WILL BE UNWORED MORE THAN 2 CAYS. COVERED MATERIAL MUST BE TOCt.PILEC ON SITE AT T1-/E BEGINNING OF THIS PERIOD. INSPECT AND MPINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE. DURING AND IMMEDIATELY FOLLOWING STORMS. FR M MP. 1 THROUGH SEPTEMBER 30. INSPE4:T AND MINTAIN PORARY EROSION PREVENTION AND SEDIMENT AT LEAST MONTHLY. ALL DISTURBED AREAS OF THE SITE SHPLL FE E'PMANENTLv STABILIZED PRIOR TO FINAL CONSTRUCTION APPROVPL. I hereby that 1 hate read r:ile.re cohttons and wIll with ther a‘.F ootlinE.d. Al! proiion.,F, of law aioi o:dinance.1 thiZ wOrV wiii , :qhernef' ne or The 9rantiny of per not ,:,(e to • aJthority violate or cancel the provi.sion other wC 7 0C,A1 regulatinci 4:onstrution or t7he pe; of :4,2.0_ 7 Project Name nant: � .4k /S/u, 1N c ,- Value of Construction: Site Address: City State/Zip: `f 3e-- <1 4 St Xu l Tax Parcel Number. 0/7 9od - 6r9s Property Owner: 11)A--A- Me4 4) , Phone: 2 0 6 •- A Ye 6"7k 7 Street Address: 19 / 7, �177 . �-v C . s City State/Zip: sw � ' -)' 9 f,i Fax #: sue Cont ctor: / A . � i.ln�A . 5'— Phone• Ce,/ cG - 5 -.2206 Street Addres( / / - A C - - ' City State/Zip: - ,:.- . U • . Fax #: :2 06- _ e -. . , '7 Archite • r I 2?4 ei , /yr Phone: 2,0a 2 yl - 6 - y - 8' 7 Street A ress: City State/Zip: / /q / 7 WA i9-c -e S w , Fax #: I/1 ce , Engineer J 4. Z14 /117 �lL2' ./.> PPi' r �-� Phone: qa 5 /e5 / 5 ` City State/Zip: Street Address: - / I l' /D '3o - 2 ?‘ &G�e. //e 4, 9 Ito 7? - 2' Fax #: 5' ,4-# t e, Contac 1 arson: / �i ' /�] /0-'4 �++ /T/z /2u! 4 e .•I , 1 ..-/ Phone: /,/ / }/(y /A 206. 2 7V - S / Street Address: / _La 7 - yM 11-4 £e„ ' City State/Zip: c e,1e 41i' 9r /Y6' Fax #: 20‘ - 2 Vf - ‘re 7 Description of work to be done: �yj� Type of work: 'i 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: Et 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: /0‹ 9? sq. ft. Dwelling sq. ft. Covered Deck(s) 9 /‘ sq. ft. Garage /Carport sq. ft. Accessory Structure(s) gO sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 07.70 "For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling " Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 FOR STAFF USE ONLY Project .mber: Permit Number: Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Z / APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: Additional reviews shall be determined b the Public Works De • artment ❑ Channelization/Striping ta Curb cut/Access/Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling gi 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 E3 Storm Drainage Street Use ❑ afar Main Extension 0 Private 0 Public EI Water Meter /Permanent #� Size(s): 5 Y ❑ Water Meter Temp # Size(s): Ti Miscellaneous A / Date application accepted: 1- 18 -C1 SFPERMIT.DOC 2/13/97 • Date application expires: 1 - c8 -0 t Est. quantity: gal Schedule: /u%> 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 foe 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. Applic ion taken by: (initials) PLEASE.SIGN BACK OFAPPLICATION FORM BUILDING OWNER OR AUT ORIZED AGENT: al c17 Signature: / Date: / /.-1 Let) Print name: Phone: Fax #: Address: 119/7 L/7 6-0e Sc4) City /State /Zip: cPE /e e ' I 9s// i( ALL SINGLE - FAMILY ,RESIDENT PERMIT APPLICATIONS MUST BE " BMITTED WITH THE FOLLOWING: ➢ ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A 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 ". DRAWINGS PREPARED BY „ REGISTERED ARCHITECT OR PROI-cSSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL B uilding Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. 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. SFPERMIT.DOC 2/13/97 e tr tor814.4,404.44-4A41 k 415,114441* 'T 41 trTy OF TOCWILA. WA 7r, 3 * % Ot*-444*4:4-4-44**tk*4414411 5444 411*454444t tk ktt-k•r.,.tt IP A111; M 1 4ur 1.) e r f 0 .16 ;1'40 tr t I ' "2 4 .!1' /■.., 14, men t Method : CHEF: r, t-, tf - 011- Permit No: *01-012 Fvo( : C.EuPERO Parcel No: 01 - "- 1 00-01') '3 1to Addreyfi: 122T3 43 Aki 4 • 4 ' . Th 1 il Payment 1 . - ".' - . :. '... T tf 1 t, I A L. I I r,, t t, , I a . . 4 ' . " t 1 3 • i I r : .i : .,;,: ***********#p****A-***11,###4.****A#1 Account Code 1) 0411c 000 iiti11.N06 - PEE 000/345.030 PLL:N CHEC - 1 .qt!...1n; :30 PLAr CHECE - -41;E.F hETEP ,.N 000/386.904 qT0FE I3 'J IL0ENC- 'ilIRCHAR6C 4 , 000::142.400 Iw.ir rEE - uT)L]Tv 4127342.400 N13P FEr. - .;ri ..:Rpitu ..:.,..) 40:342,400 ]NbP FEE ¶E 401 ,3Bd.t02 wHrER CciNN.?)"rIoN , :0.': , 1: 401/3E16.520 WAIEI 11.lALLAT100 (LFP it 401:342.40) FER :05PECFIDN rEE 401•342.405 WA)U TUVO-ON FEE 000/12.100 1_14I41) imENtoc, PERmr.; PEE 000::145.030 LANII ALTEPTOC PLAr ChECI 4 *******4************8* it*A**AA. 4 AAAA i CITY OF TUkWILA. WA (Th gr A*****4****AAth.etiAk*AA*4A*4#81A?el 4i-Irrii! TRANSMI1 Humber: R0100113 Amotnt: 1:!,370.u0 01/"J1 '!J Payment Method: CHECK Nutt ion: DARRYL DOI-U: tillt: ILO --------- Permit No: D01-012 fvoe: OEVPERM OEV.:LOPMEN( PERo[c Parcel No: 017900-019!) Lute Addoegg: 1222 0 •J AV 8 rotAl Ftieli: i4.66'.23 ihiti Payment 12. 370,60 1oti,1 ALL PultL: ,. UillnQe: t.6t, A******** *****k********A***********************ixAA*****kk*At*W Account Code Descriotion Airtunt 401.389.104 WATER ASUSci;-ALLENTOWN 4.:;u 402.388.104 SEWER ASSESS-ALLENTOWN 3 .:)Crt',,j0 .-) 710 TOTAL 37-!.-!..1..',7:n **, h*** **** * * ** *4AA4+Aa1,w k***AAA *4 kl:t4** }k4 #44A *k **k. .144AA k 41 CITY' OF TUKWILA. WA Y Q12_ z►'Nr i4 ***************** fir. *. ***** * *AftiAA***8 A:i *I4* * #1 i TRANSMIT Ntcnbpr : R0100068 r:imcfttnt: c:;4'.4, 01 ' T '01 In i r.: TI_l1 P xvcaent Method: CHECK Notation: E)t744 HOMES Permit No 001-012 Tvoe: i)EYPER.M DEVELOPMENT PEI F':;rce 1 No: 017900-0195 Locution: 122XX 43 iW `.? Total F(?e... :.1 Thu Pavmmerrt U4{ ?.76 1otiii ALL Pmts,. i.i4 ".7E O:iI: rlr :u. t.,i11, 1 ? :' * * * * * * * * * * * * * * * ** fit********** k* k**** *A4c * * ** * * ** * *A * ** **k **A *AA *Ai. Account Cade De4crlotIon Amount 000/345.030 PLAN CHECK - I Ef, f:,49 7E; 9710 `0 TOTA . ?54...: Pio ect: . , . /1/1124 Typ f In tiorW Address: • 1-71 4I Date ca . • 0 0 Special instructions Date wantel .3/ 0/ p .m. Reques r: S7 — (.‘) INSPECTION NO. INSPECTION ieECORC Retain a coOyiiith perm CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206 )p1-3670 7, Approved per applicable codes. JSr&tipns required prior to approval. COMMENTS: $4 . To REINSPECT! I FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: t / )o t � , ' ork-1 Address: LS i If ;Al i Date called: t Special instructions: Date wanted: l' C a.m. p.m. Requester: Phone. I . I . 1 r. 8131 / i Ai ... . Aid 8/ 3 of r k_ I - Jvt J (A,- p- t.A. Project: Type of Inspection: Address: LS i If ;Al i Date called: Special instructions: Date wanted: l' C a.m. p.m. Requester: Phone. P W INSPECTION NO. u Approved per applicable codes. INSPECTION RECORv Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fe4'must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1 Project: Doc* H orn e y Type of Inspection: w p Address: Z2 25 143r a A ve S Dat called 5 - 23 -U! Special instructions:f L Date wanted: 2 , t - t a.m. Requester: ,p i Ci arc Phone: 2 i — 2 2 g 6 } 0 INSPECTION NO. INSPECTION RECOR Retain a copy with perm CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 —01;1 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: CA) Date: / ����1 Li $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: 6 v co W W CO O tIJ I- O W DO o � W W L I O z O 1 Project: ` T ype of Inspection:,... -- Address: 1 2-2. L - Date called: -- (> - '01 Special instructions: Date wanted: .�^^.� a.rn Requester Phone: ! — f I_ a t j ifs INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: .90 REINSPECTION at 00 Southcenter Blvd., Receipt No: INSPECTION RECORD Retain a copy with permit ,. 1- 012_ PERMIT MO. 1�- (206)431 -3670 Corrections required prior to approval. REQUIRED. Prio to inspection, fee must be paid he 100. Call to schedule reinspection. Date: l Pr )C'( I/ i K. t � . le o Inspectio :, k.:4 fV2cct `� d 1 g t4 c ^ fW 5 D at c Iled i /0 Cr 7 Special instructions: Date ante�t G/9 /0i a.m. p.m.} Re uester: ' C I r r— L/3 's -- ---' Phone: 2 o&r — 57 1— ?S() COMMENTS: Inspector: Approved per applicable codes. INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100,111kwila, WA 9818 Corrections required prior to approval. ' Date: / $47.00 REINSPECT' • ' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -367 N ect: 1 rY4 K I £ K , , ect Type of Inspection: t --,4-. 106 illx,,, ,i Address: , _ , 1 2 ,L-1., A v ..._c Date ailed/ 0 jo l Special instructions: --- Dat 1 t anP 7 C 0 / a.m. Ore' Rcqvester; kJ ( -Wi v Phone: 2 2-g(0 I INSPECTION RECO Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 d Approve per applicable codes. Approve Inspector: El $47.00 REINSPECTIO at 6300 Southcenter Blvd., Receipt No: • ■:* ■41e4. •■••■•• . .ossegsamzEstd Date: 2- PERMIT NO. (206)431-3 Corrections required prior to approval. Date: S EEJ QUIRED. Prior to inspection, fee must be paid uite 100. Call to schedule reinspection. ce 2 Jo 00 U) 0 (I) ILI COMMENTS: .. 1 . ‘4 , 3 T of Inspection: FrCt NI t r . ___ ...... -)c, u fr q 3 /4v 5 -.-to: a.m. p. . , ,t sE 1.,72--°'■ R e9uFster:, k ji fl() rCi ... - ANL. ... ...g AV .4 ..0 4 ..al If.4 dif 1 44 1/ 5 ' . I -) 4 ' 1 1:21 ..-- / , ,..411 IP I . 4r 'a‘ial . 01 / .-•::t 4 ., it .A I, .e*"\ .4 Project. iDCZ7k k-- .. 1 . ‘4 , 3 T of Inspection: FrCt NI t r . ___ ...... -)c, u fr q 3 /4v 5 D4eAlled: ) , i / CIL D.te : t • : I a.m. p. . Special instructions: R e9uFster:, k ji fl() rCi Itk INSPECTION RECO Retain a copy with per it INSPECTION NO CITY OF TUIO)VILA jJILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. El Corrections required prior to approval. hIR PERMIT NO. (206)431-36 {11 $47.00 REINSPECTION FEE/REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No: I Date: COMMENTS: Type • f Inspection: 01111 ... .4 • Address: t•-.10k-e- — Jagar • _ iv' •- "ke) • .d. 4 ' A'42:&— L4.-3 • C.0•■%‘ •• 6? ■ a a.m. Requester: lk AJA k >4 ka Phone: , 91MINIEN1111111111 in . ... • 11111MIIIMIIIIMMINIMI111 wIw c ' - ( (_i1 i ( a Projec • illt II . . LA a Type • f Inspection: 01111 ... .4 • Address: Date called: Special instructions: Date wanted: .- O ()) a.m. Requester: Phone: INSPECTION NO. INSPECTION RECO Retain a copy with per CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: Date: 1 '2 -o) 7 • PERMIT NO. (206)431-367 Approved per applicable codes. Corrections required prior to approval. 3D 0 $47.00 REINSPECTION LEE REQUIRED. Prior to inspection, fee must .e paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of Insp ction: S 1 Address: 3 1 1,21 � Date called: 0'1,21/6 / silyot ;:x.c...44_, er,.:4,.. i b:-.1 V ch i pti /../ rt,, , C r I c 1:2, (I ./ 1 r6 !V -J + .. 'c //' y� Phone: J Project'. - bOct 1+ , Type of Insp ction: S Address: 3 1 1,21 � Date called: 0'1,21/6 / Special instructions: Date wanted: i ,"/ (9/0 / a p.m. Requester: Phone: J INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: 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: 0 INSPECTION REC Retain a copy with per Approved per applicable codes. Q Corrections required prior to approval. PERMIT NO. (206)431 -3670 Date: COMMENTS: Type of Inspection: draina va ull; Address: 12 225 Lied Ave S Date called: . 1+ 5/10/0 i a' . , GI , 1 e 6, c ., ,- iVit� r e4 , r,rvut .J) -117a A l 7 - / t ..z_ez, C Pi P w iA.J 4.a eb WA F , f > 0 tt_ 12) C.e'(j4 5f /7d/ c4 AJ s C?j3.1 ii'' 1 t/;?i 'rc. c6 j .) .5,4;. A) • rd-L,_, , t n) L'i-( c% !�.'Ic. �/ Project: L ¢ak IIOkY)eS Type of Inspection: draina va ull; Address: 12 225 Lied Ave S Date called: . 1+ Special instructions: Date wanted: ,d _ a 6.r,.....1.9 p.m. Requester: NI c Phone: 557 /- 22 86 S0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: Approved per applicable codes. n Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: INSPECTION REC Retain a copy with permit tel f t Date: V 5� // U/ P(RMIT NO. (206)431 -3670 c tiAz4 - � of Inspeff tion: �. X'-s -e s kO A 1 IIC�. 1 sS Li3 A. in , So Date called Special instructions: 1 St Mhs e'r. I o-. Date wanted: ' i(c a.m.) p•m• ,/I Requ • Ph\°!rii • — aa ?CD INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -36 COMMENTS: Receipt No: proved per applicable codes. PI r & o. t r_; irn i P 1 i U d s t,,)a - ()V._ 40 ( -)tt INSPECTION RECO Retain a copy with per r Date: 001-o t PERMIT NO. Corrections required prior to approval. 0 $47.00 REINSPECTION EH REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: ♦ CI P e i r t )at L A '. ♦ � '- i' c kt ) v e P& 9 CI or9 A 3; ` .. ( i 1 -0 O.c •4' r / A .i a A - ' - I ! eI i+ Pvi (i ,. sheR %AAa 1 \ 6 r LI) �q 1 104-6 1 n 16> \ .-,4,-i t r v,r, INSPECTION NO, INSPECTION RECO Retain a copy with perm PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 jJJ (206)431 -3670 a .m. p.m. u er: '`•�._ PrM 4 IT ctio ( t lc l ( a LL) Ad 22 A S Date c . lied: Special instructions: erd c- Vitro proved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ffeceipt No: Date: Project: —z-N j ‘ 1.)001 i 0 nl-P (-, Type of Inspection: t..., tfavAilici _ i Address: Date called: r- ,, 1 Special instructions: Date wanted: S-e-oi p .m. Requester: «1 Phone: COMMENTS: Receipt No: INSPECTION RECOO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 S Approved per applicable codes. Corrections required prior to approval. OA* ("1 P r Inspector: - "V sail r i Date: 0 ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite '100. Call to schedule reinspection. - 4 " , a• IngliV '1 , • • I. r\ I 4 Date: IYA - 0/31 PERMIT NO. (206)431-367 COMMENTS: V Type of Inspection Addresy 4 t i( 4 v0 Date called: t/ j ?, ,.,may O Special instructions: Date wanted: a M. LI i10 pm. Requester: fieliftl Phone: 67/ 2 PCB 1 L ,:t. 1 liA .t_/ -, .A.,,„ u r, G. 4 . . 6X ( - i5 _rt.) . . .. it , ...... , ... • 1J K L t l• Project: V Type of Inspection Addresy 4 t i( 4 v0 Date called: t/ j ?, ,.,may O Special instructions: Date wanted: a M. LI i10 pm. Requester: fieliftl Phone: 67/ 2 PCB p INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECD Retain a copy with permit ,po } -0►2- PERMIT NO. (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. 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: . / Date: l r V I ( G • Project. .1_3()(( / Type of Inspection: rn f r I 0 (Lot( r tI r e hoot Address: N , " � Date called: ( a i m tn Special instructions: Date wante : y/361(..)1 Reque r: t CJ Phone: sb INSPECTION NO. COMMENTS: Approved per applicable codes. INSPECTION RECD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Al 1 p- ,..Q.,• (il :o j•o a PERMIT NO. (206)431 -3670 Corrections required prior to approval. 46 (if l t,� 11 IAM � P'r, - , Inspector: Date: 7 H t o / ❑ $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: U LL W U W � O ON Ot WW z Uu) o z COMMENTS: . Type of Inspection: Address: -??,.—?) ) e Ct Date called: e" ( ; Special instructions: Date wanted: ( / a.m. *.m. 0 ..., c, r—,... ( (Awe> ksii (v.. - f.- , , , i I r i..k t A\ 0 4 ni I 1- 7....71- q 1 3 4 .-( , e-tAd 5 Ii I! 1 ■ 1 UJ ' tk.? i , -4 4 10 . - / 44 - 1..-+ - 17._ (5 J nt j 2 7--c ci 1 -i w.:\i, 1/4.1,/ cLki s (..) f S , if 1 I Al elcz 7—s4.1.1 P. c l,,s,,J C 6 6) MAA-P Q 4_11 4 AJ .1_,) 0 t C.44 7 P Proje . , . Type of Inspection: Address: -??,.—?) ) e Ct Date called: e" ( ; Special instructions: Date wanted: ( / a.m. *.m. Requester: Requester: . . 1> ' %. ..., PhOne: ) ' 5 7/ - )431 ".5 . 0 555 INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 0 Approved per applicable codes. J Corrections required prior to approval. Inspector: ki Date: 1 1 - 41 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: of Inspection: f ! t L Addl. ess: 2.2-2 -5 y2 s • Date called: Special instructions: Date wanted: a.m. p.m. Requester: Phone: LA INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: • LIMALL, c tl.J7L 4. s rri r^ Inspector: it/ Date: , �( 0 f $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: INSPECTION RECD Retain a copy with permit 1)01 --o 12. PERMIT NO. (206)431 -3670 P oject: Typ Inspection: A dress: C t , Date cal ■ pedal instructions: J Date wan • � a ! • R quester: 1 4 Ai 1.. . 4 -l' -'- - ' P ane: J 71 ' 0 INSPECTION NO. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: t 7 $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: Date:4 PERMIT NO. (206)431 -3670 7 U8 co co w co W } 0 LL� 5 H W Z § WW U. E W Z U � O Pr ect. t #Inspection: Address: ' 2 z C Date ca t i GO pecial instructions: r'c V s !:X- 10.30— 00 e* t V! Date w nt I - a.m. p.m. Requester: P y — o INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA{ 9$188 proved per applicable codes. COMMENTS: Receipt No: INSPECTION RECO Retain a copy with permit PERMIT NO. r (206)431- Corrections required prior to approval. Date: C ) El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Pct: t R FAof-tES Type of Inspe F" ot4DATI Date c led: h n: 7 D / Fc ni ' i Address: 122. 4 43 A V S Special instructions: I ab C� 10 PcuRtt►Jh )COL Date w nt : 5 Q I P. . Requ ster: EAKI... Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. COMMENTS: INSPECTION RECO() Retain a copy with permit Doi- 017, PERMIT NO. (206)431 -36 Corrections required prior to approval. $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: ,- ., - ',-,. I Lund a` :3 an:i that the Plan Check approvals are s1rb'::ct to €rrora and ofrisio s and approval of plcr,:. ;Ices not :authorize the violation of any adopted code or ordinance. Receipt of con- tractors copy of approved plans acknowledged. By kado Date Permit o. P 0 F Cl l r`( � Evi EL._CTP.Ik: L CITY 'OF T U;:LNII..A BUIL.DING DIVISION K . c•L�lL BE MAr:; . TO ..+� :�'x w„: i..� 4+1 Ill V.. CF , ;i� WITHOUT Pi' C',: TC :<. ".`ft A BUILC!;\ ., r : r , WILL A NEW PLA "! MAY L''i,;;LUDE ADD MONA . PLAN REVIEW FEES. Po I ot2. ACTIVITY NUMBER D01 -012 PROJECT NAME: DOAK HOMES SITE ADDRESS: 12225 43 AV S Original Plan Submittal DEPARTMENTS: Response to Correction Letter # Buildinkvision . n Ce -cti-o( Public Works - 1 /) DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete E6 Incomplete C Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved 1190ROOI[ IXK N.l PLAN REVIEW /ROUTING SLIP qi2 Fire Prevention '/& s i °I Structural Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions l l C REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved I ! Approved with Conditions n REVIEWER'S INITIALS: r PERT 000RD COPY DATE: 05 -14 -01 SUITE NO: Response to Incomplete Letter # X Revision it 1 AFTER Permit Is Issued Planning�livision Ilk s -1 5 .10 Permit Coordinator No further Review Required DUE DATE 06 -12 -01 DUE DATE: 05 -15 -01 Not Applicable ri ri DATE: Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) ri DATE: z I w C.) 0 (/) n � • u. w 0 w < 2 w U pp- a w 11 0 5 S2 z Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date:` ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ^� X Revision # / after Permit is Issued City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Project Name: . )0A - 4 ue t / Plan Check/Permit Number:_ D - 0/ " 012- Project Address: Contact Person: DA—g."/' 'm( —. Phone Number: .Z.©6'..- 0 Summa . of Revision: 2e2,V e 4? D P.� / � • :.. A. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: t:7 `Efij-- Entered in Sierra on .L S /// 08/30/00 DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 - 012 PROJECT NAME: DOAK HOMES SITE ADDRESS: 12225 43 AV S Original Plan Submittal Response to Incomplete Letter # _Response to Correction Letter # X Revision # 1 AFTER Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n Not Applicable Comments: TUES/THURS ROUTING: Please Route Stru tur I Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ;�, Approve4wii Conditions Not Approved (attach omm- ts) REVIEWER'S INITIALS: o. CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: C DATE: 05 -14 -01 r1 Planning Division C Permit Coordinator DATE: SUITE NO: DUE DATE 06-12 -01 n n DUE DATE: 05-15-01 r I No further Review equired [-- DATE: n ACTIVITY NUMBER D01 -012 PROJECT NAME: DOAK HOMES SITE ADDRESS: 12225 43 AV S DATE: 05 -14 -01 SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Li Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n REVIEWER'S INITIALS: w d CORRECTION DETERMINATION: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Approved V`Il 41.11.111 IXK Vn PLAN REVIEW /ROUTING SLIP LI C sp a........._.... w......, ..,,rr.w...�..«w»«+.«�...,. Fire Prevention Structural Incomplete Structural Review Required i Approved with Conditions n Not Approved (attach comments) Approved with Conditions I it] c C Planning Division Permit Coordinator DUE DATE: 05-15-01 Not Applicable LI No further Review Required ): DATE: K KA I DUE DATE 06 -12-01 n n DATE: Original Plan Submittal PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -012 PROJECT NAME: DOAK HOMES SITE ADDRESS: 12225 43 AV S Response to Correction Letter # DEPARTMENTS: Building Division Public Works Approved V'IIFl III DOC Vrin C C Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ri Comments: TUES /THURS ROUTING: Please Route ri Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions ri REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved with Conditions I I C REVIEWER'S INITIALS: DATE: 05 -14 -01 SUITE NO: Response to Incomplete Letter # X Revision it 1 AFTER Permit Is Issued Planning Division I I Permit Coordinator DUE DATE: 05 -15-01 Not Applicable LI No further Review Required DATE: S- ■4- 01 DUE DATE 06-12 -01 Not Approved (attach comments) C DATE: DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER D01 -012 PROJECT NAME: DOAK HOMES SITE ADDRESS: 12225 43 AV S DATE: 05 -14 -01 SUITE NO: Original Plan Submittal Response to Incomplete Letter ## Response to Correction Letter ## X Revision # 1 _ AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Complete LI Comments: 7 t,1lI (XK w, PLAN REVIEW /ROUTING SLIP C Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete El C TUES/THURS ROUTI ►'G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved F Approved with Conditions REVIEWER'S INITIALS: L.Didh-v\. C REVIEWER'S INITIALS: Planning Division Permit Coordinator C ri DUE DATE: 05 -15 -01 Not Applicable LI No further Review Required n DATE: . I DUE DATE 06 -12 -01 Not Approved (attach comments) DATE: .5// g/a CORRECTION DETERMINATION: Approved n Approved with Conditions Not Approved (attach comments) DUE DATE DATE: _a,7i_t t* it • •O+tr 142lf C DEPARTMENTS: Bu il id ng Division Apo t -�ZI -01 Public Ns 3 Comments: TUES/THURS ROUT NG: Please Route REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -012 PROJECT NAME: DOAK HOMES SITE ADDRESS: 12225 43 SUITE NO: 00_ Original Plan Submittal Response to Correction Letter # 1 DATE: 03 -05 -01 Response to Incomplete Letter # Revision # After Permit Is Issued IN El DETERM NA I N COMP ETENESS: (Tues., Thurs.) Complete Incomplete n Structural Review Required APPROVALS OR CORRECTIONS: (ten days) TIM All txx WI Fire Prevention Structural CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: C n Approved ri Approved with Conditions REVIEWER'S INITIALS: Plan ing Division 3 -5 Permit Coordinator DUE DATE: 03-06-01 Not Applicable No further Review Required DATE: DUE DATE 04 -03-0 1 Not Approved (attach comments) [ DATE: DUE DATE Not Approved (attach comments) n DATE: Date: .3 �( ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 • Revision # after Permit is Issued Project Name: DOAK HOMES Project Address: 12225 — 43 Avenue S Contact Person: Darryl Doak "Cloud" or highlight all areas of revision including elate of revision Received at the City of Tukwila Permit Center by: D ' Entered in Sierra on 3 450 ( 1 - • City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must he submitted in person at the Permit Center. Revisions will not he accepted through the mail, far, etc. Plan Check/Permit Number: DO 1-O 1 2 Phone Number: 206 .� Yd`G'ir7 Summary of Revision: I s _s/ l it ` O ni t/� ,vIP 4/4 e ", , Y l ow, ") 1, i r t 7t Cbrrf 4 /5'0 CorreeZ; Off/ yew ee,o2/ l /l / Pet, AAV W r Cf C &lecf ayl "* S i- Sl ' AO /4 e /%R/ f Sheet Number(s): 01/3I/01 14.12.150 Description of sanitary side sewers. All sanitary side sewers shall be laid on not less than 2% grade, nor more than two vertical to one foot horizontal; shall not be less than 30 inches from any building; shall have not less than 12 inches of cover inside the property line; and shall be not less than six inches in diameter from the main sanitary sewer to the property line. No storm drains, such as roof, patio or yard drains, shall be connected directly or indirect) to the sa .. ++ s:1 al I e hall be connected with a lateral sanitary sewe exce t w ere such connectio • ade inside the propert • . sEIZ Owner or owners of such property s a mace an i e m t e office of the City Clerk an easement for such purposes; except also, where connection is to an existing sanitary side sewer within a public street, and written permission from the owner or owners of the premises served by such sanitary side sewer has been filed with the City supervisor. In the event that physical or other conditions render the enforcement of the above provisions impracticable, the City supervisor may issue a special permit for the installation of a lateral or private sanitary sewer requiring compliance only with the above conditions, as far as practicable; but such special permit shall be issued only upon the condition that the permittee will save the City harmless from any damages by reason of such installation. ©1997 Code Publishing, Inc. (Ord. 392 j13, 196/) Page 1 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2 c' ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: }C2/ _ / Project Name: ,D0,97.6 ./;4;,1.r.1 i lfr C' Project Address: t 2 Z 2 '� . y, t r` /2 c -' C • S, Contact Person: , r'/" ,/,# ' qty ..✓ , Phone Number: '? 1 _K___;_-:,. �! Summary,of Revision: i. t � /' !_ - _,,> �:: ��..,r`' / , F es ; .,r ,x -j"`' o . " ,1— r^ /1r4/ l %/ >ile ' t ->-? i h c; - -) Received at the City of Tukwila Per mit Center by: /9‘ Entered in Sierra on 3 ) 7 ', •, L Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisi n 08/30/00 meggespesm Return Address: Title: UTILITY EASEMENT AGREEMENT Grantor: FRE ERICKA 5. TURPIN 1 Vc co/ Grantee: DOAK HOMES, INC. Doak Homes, Inc. 11923 -8 Avenue SW Seattle, WA 98146 TAX ACCOUNT NUMBERS: 017900 -0065 (LOT 35) 017900 -0195 (LOT 36) 2// 20 010309000269 PAGE 001 OF 003 03/09/2001 09:50 KING COUNTY, WA Reference Numbers: VOLUME OF 12 PLATS, PAGE 64, RECORDS OF KING COUNTY, WASHINGTON. Grantors Legal Description: LOT 35, BLOCK, 1, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. Grantees Legal Description: LOT 36, BLOCK 1, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. ,XCISE TAX NOT REQUIRED King Co. Records Divislon Deputy tot OI2 z 1 r U co w LL wo LL j . U � O - 0I- - 0 u i z O z UTILITY EASEMENT AGREEMENT THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned, owner(s) (Grantor) in fee simple of the land described as follows: LOT 35, BLOCK 1, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. For and in consideration of the mutual covenants and agreements hereinafter expressed and other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owners of the above described land do hereby define, declare, grant and convey to the present and future owners (Grantee) of the land described as follows: LOT 36, BLOCK!, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. A non - exclusive perpetual Utility Easement over, across, along, in, upon and under that portion of said Grantors land described as follows: ►7 ,3y/;u'C / THE NORTHERLY 10.00 FEET OF THE EASTERLY 10.00 FEET OF LOT 35, OCK 1, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. 2. This easement is for the sole purpose of the construction, use, and maintenance of a sanitary side sewer, together with the right of ingress and egress for said construction, use and maintenance. 3. Grantee shall install said side sewer at it's sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance thereto. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against Grantor arising out of the installation, operation, maintenance or repair of said sanitary side sewer. 5. Grantee shall restore all landscaping, roadways, and other improvements affected by the installation of said sanitary side sewer substantially to their condition existing prior to installation and in the event of repair and maintenance shall likewise affect such restoration of landscaping and other improvements. 6. The herein easement and agreements may be amended only with the written agreement of the Grantee herein. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title, or interest in the land described herein or any part thereof. Owner of Lots 35 1 3 ii,„) ;" ctit ktzt... Fredericka S. Turpin STATE OF WASHINGTON ) �/ )ss. COUNTY OF 1l / Nli ) I certify that I know or have satisfactory evidence that Fredericka S. Turpin is the person who appeared before me, and executed the within and forgoing instrument, and acknowledged to me that she sighed the same as her free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand and official seal this 8 day of /nO...&C i. 2001. N ary Public in and for the State of Washington, residing at Tu k.wf /4 . WA Appointment expires: 0/. /0.0 4 January 31, 2001 Darryl Doak 11917 Fourth Avenue SW Seattle, WA 98146 RE: CORRECTION LETTER #1 Development Permit Application Number D01 -012 Doak Homes 12225 — 43rd Avenue S Dear Mr. Doak: This letter is to inform you of corrections that must be addressed before your 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 Building Division and Public Works Department. At this time, the Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision 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 (206)431 -3672. Sincerely, 4rate& Brenda Holt Permit Coordinator encl xc: File No. D01 -012 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 -431 -3665 City of Tukwila Steven M. Mullet, Mayor AIM Department of Community Development Steve Lancaster, Director ACTIVITY NUMBER: D01 -012 PROJECT NAME: DOAK HOMES SITE ADDRESS: 12225 43 SUITE NO: tOir ' Original Plan Submittal DEPARTMENTS: Building Division Public Works DETERMINATIO OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Vrir Response to Correction Letter # 1 PLAN REVIEW /ROUTING SLIP TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Fire Prevention [_] Structural Incomplete Structural Review Required (-- c APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with C ns REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: DATE: 03 -05 -01 Response to Incomplete Letter # Revision # After Permit Is Issued C DUE DATE: 03-06-01 Not Applicable ri No further Review DATE: 3 Planning Division Permit Coordinator equ'red 0 DUE DATE 04 -03-01 Not Approved (attach comments) DATE: 3/ ?/t06/ C C DUE DATE Not Approved (attach comments) n DATE: PERMIT NO.: , Dot -- c l 2, BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential E r 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Rested ❑ 00095 Footing Drains B1/00 100 Foundation Footings 62(00200 Foundation Walls ❑ 00250 Foundation Insulation (3 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space []00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing [v� 00300 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney 0 j0061 Chimney Installation/All Types 700 Framing Br 00750 Roof/Ceiling Insulation 800 Floor Insulation • 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ ) 0900 Suspended Ceiling 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ , 01400 Final -Fire 01700 Final - Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special- Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special - Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav/Fill ❑ 04013 Special - Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System 0 TENANT NAME: DC CONDITIONS '0I No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 001 I Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid 14 Readily accessible access to roof mounted equipment 15 Engineered truss drawings & talcs shall be on site 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof Et 0019 All construction to be done in conformance w /approved plans ❑ 210 work shall be done in addition to those modifications..." Plumbing permits shall be obtained through King Co ❑ Structural observation shall be provided for this project ❑ All food preparation establishments must have King Co ❑ Fire retardant treated wood shall have flame spread of ❑ Notify Building Division prior to placing any concrete ❑ f, All spray applied fireproofing shall be special inspected All wood to remain in placed concrete shall be treated All structural masonry shall be special inspected Validity of Permit Rack storage requires separate permit Electrical permits obtained through L & I No occupancy of building until final insp by Bldg Div Remove all weeds, concrete, stone foundations. flat concrete 0036 Manufacturers installation instructions required on site "BTU maximum allowed per 1997 WA State Energy Code" 0035 Contact PW Div to obtain insp for water /sewer connect 0038 A C of O will be required for this permit 39 Final approval for all TI w /in the limits of the SC Mall 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 82 TMC 0/0041 Ventilation is required for all new rooms & spaces ❑ 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ "Reroot" 0002 0020 0021 0022 0023 024 0025 0 026 027 ❑ 0 28 0003 [2-1030 ❑ 0032 0 ❑ Plan Reviewer: Permit Tech: Date: 2! / Date: ' "01 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 - 012 PROJECT NAME: DOAK HOMES SITE ADDRESS: 12225 43 SUITE NO: VA- Original Plan Submittal DEPARTMENTS: Building Division Public Works Response to Correction Letter # 1 n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Li Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved I I Approved with Conditions l l REVIEWER'S INITIALS: errmemw CORRECTION DETERMINATION: Approved Y9R(11'tt U(M V r( Incomplete L_.._ Structural Review Required [ Approved with Conditions l i REVIEWER'S INITIALS: DATE: 03 -05 -01 Response to Incomplete Letter # Revision J;` After Permit Is Issued Planning Division L. Permit Coordinator No further Review Required DATE: f4i DUE DATE 04 -03-01 n C DUE DATE: 03-06-01 Not Applicable E Not Approved (attach comments) ri DATE: DUE DATE Not Approved (attach comments) I 1 DATE: Et W 2 U U ta N 0 u. w LL. CO O W W S2 U. WZ � Original Plan Submittal DEPARTMENTS: Building Division Public Works Complet Comments: "RC)Un cxx NFl PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -012 PROJECT NAME: DOAK HOMES SITE ADDRESS: 12225 43 SUITE NO: 150_ Response to Correction Letter # 1 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Response to Incomplete Letter # Revision # After Permit Is Issued n Planning Division 4 Permit Coordinator C DATE: 03 -05 -01 DUE DATE: 03-06-01 Not Applicable C No further Review Required DATE: S - DUE DATE 04 -03-01 Approved ri Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n, Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -012 DATE: 03 -05 -01 PROJECT NAME: DOAK HOMES SITE ADDRESS: 12225 43 SUITE NO: Itra- Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n TUES/THURS ROUTIt G: Please Route PLAN REVIEW /ROUTING SLIP Structural Review Required REVIEWER'S INITI / AL �/ Gr Structural Incomplete APPROVALS OR CORRECTIONS: (ten days) Approved YII Fire Prevention Approved with Conditions REVIEWER'S INITIALS: cDtA CORRECTION DETERMINATION: Approved [1 Approved with Conditions REVIEWER'S INITIALS: n Fl Planning Division Permit Coordinator DUE DATE: 03-06-01 Not Applicable I Comments: ri No further Review Required DATE: 0 -0 S" --o DUE DATE 04 -03 -01 Not Approved (attach comments) n DATE: : l DUE DATE Not Approved (attach ,n ments) D.%tTE: n INN ACTIVITY NUMBER: D01 -012 PROJECT NAME: DOAK HOMES INC SITE ADDRESS: 127XX 43 AV S XX Original Plan Submittal DEPARTMENTS: Bi ild i ng ivision yZV o l Publi Wo ks Complete I I Please Route Approved 4111001, Doc vn PLAN REVIEW /ROUTING SLIP Response to Correction Letter # TUES /THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S NITIALS: CORRECTION DETERMINATION: I I Approved with Conditions Fire revention I -u - Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete El Revision # After Permit Is Issued Comments: Structural Review Required Approved n Approved with Conditions n 4 I I n REVIEWER'S INITIALS: DATE: 1 -18 -01 SUITE NO: Response to Incomplete Letter it Planning Division Permit Coordinator DUE DATE: 1- 23-2001 Not Applicable El No further Review Required DATE: DUE DATE 2- 20-2001 bna4f Not Approved (attach comments) ATE: 1.3 .O DUE DATE Not Approved (attach comments) n DATE: ACTIVITY NUMBER: D01 -012 DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP PROJECT NAME: DOAK HOMES INC SITE ADDRESS: 127XX 43 AV S XX Original Plan Submittal Response to Correction Letter # wilimmommummimmor • c Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments. Incomplete TUES/THURS ROU NG: Please Route Structural Review Required REVIEWER'S I TIALS: 14.,- APPROVALS OR CORRECTIONS: (ten days) El LI C C Approved ri Approved wit 4 ditions n REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved ri Approved with Conditions REVIEWER'S INITIALS: DATE: 1 -18 -01 SUITE NO: Response to Incomplete Letter 4 Revision # After Permit Is Issued Planning Division Permit Coordinator n c DUE DATE: 1-23-2001 Not Applicable n No further Revie‘ Requi d DATE: £3 12V___. DUE DATE 2 -20 -2001 2 Not Approved (attach comments) DATE: J tt t`,I Z,W 1 DUE DATE Not Approved (attach comments) n DATE: BUILDING DIVISION REVIEW Date: January 26, 2001 Project Name: Doak Homes, Inc. Application #: D01 -011, DO1 -012, DO1 -013 Plan Reviewer: Bob Benedicto End/ initial plan review • Page 1 Tukwila Building Division 6300 Southcenter Blvd. Tukwila, WA 98188 206 / 431 -3670 1. Provide details to describe the proposed foundation, walls, floors, and roof construction. UBC 106.3.3. 2. Show location of all required "source specific" exhaust fans and identify the location of the whole house fan, and the method for providing the required outside air supply. WA State V.I.A.Q. code. 3. Any portion of a concrete slab floor in conditioned space that is less than 24" vertically below exterior grade shall be insulated to a minimum of R -10 at its perimeter. Call for the installation of perimeter slab insulation, on the plans. WSEC. Approved DEPARTMENTS: Building Division Public Works ACTIVITY NUMBER: D01 -012 DATE: 1 -18 -01 PROJECT NAME: DOAK HOMES INC /22.2,5 L o7W SITE ADDRESS: 42- XX 43 AV S 4141T-E-1140: 3 XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter It Revision If After Permit Is Issued Complete E Comments: PLAN REVIEW /ROUTING SLIP C n REVIEWER'S INITIALS: 67 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1-23 -2001 Incomplete LI TUES/THURS ROUTING: Please Route Fi Structural Review Required REVIEWER'S INITIALS: C /2— APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions n n No further Review Required DATE: •+•W O(IT tax W1 Planning Division Permit Coordinator C f1 Not Applicable Li DUE DATE 2- 20-2001 Not Approved (attach comments) n DATE: /� /c"/ CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -012 DATE: 1 -18 -01 PROJECT NAME: DOAK HOMES INC SITE ADDRESS: 127XX 43 AV S SUITE NO: XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision it After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: k TUES /THURS ROUTING: Please Route C REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: Approved 111UlOU1L[x rn Fire Prevention Structural Incomplete LI sec- o S E. VD - Z 3 Structural Review Required Approved with Conditions C LI REVIEWER'S INITIALS: REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 1-23-2001 c31 G Ylct iN c ic, Not Applicable LU 10 - q C No further Review Required DATE: \ - L r � - ` n DUE DATE 2- 20-2001 Approved with Conditions n Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: L� f�e'_ ACTIVITY NUMBER: D01 -012 DATE: 1 -18 -01 PROJECT NAME: DOAK HOMES INC 2 SITE ADDRESS: 12-7XX 43 AV S XX Original Plan Submittal DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Response to Correction Letter # Revision # PLAN REVIEW /ROUTING SLIP C REVIEWER'S INITIALS: J Incomplete TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required ri APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions n REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved 4'KR!)III( 00K Y/1 Approved with Conditions Fire Prevention Structural C REVIEWER'S INITIALS: LI SUITE NO: Response to Incomplete Letter it After Permit Is Issued Planning Division Permit Coordinator L , e n DUE DATE: 1-23-2001 Not Applicable n DATE: I' 2Z - "? o DUE DATE 2-20-2001 Not Approved (attach comments) . DATE: 1,3 DUE DATE Not Approved (attach comments) DARE C E V D TU i <vv I L/A PUBLIC WORKS CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS DATE: January 30, 2001 PROJECT: Doak Homes Inc (SFR) Lot 36 PERMIT NO: D01 -012 PLAN REVIEWER: Contact David McPherson at (206) 433 -0179, ext.1638, if you have any questions regarding the following comments. 1. Revise plans, per attached redlined plan review checklist and plan sheets. Attachment and samples are provided, as applicable, to facilitate plan or permit approval. 4. Revision No. Date Received f Staff i Initials I Date Issued Staff Initials 5^ 1 t-I - D t 10 - 4--T Summary of Revision: /c am Summary of Revision: cLt.,fi_a.Q, c t. • 4--C, c) -e.k_ t Received By: Received By ► ,1 . < {/- ` 1 {, f Revision No. Date Received 1 1 Staff I Initials i Date Issued Staff Initials I Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Staff Issued Initials irtormir � I Summary of Revision: Received By: Revision No. Date Received Staff i Initials Date j Staff Issued I Initials Summary of Revision: Received By: DOS \—1 &-- ,rti-\g N3( - PROJECT NAME: O1 0 t " Z PERM NO : .. 7 O k - z Site Address: k 2 - 12 4 ) 1--t 3 rw S- V- Original Issue Date: 3 Revision No. Summary of Revision: Date Received REVISION LOG Staff Initials Received By: Date Issued please arm (please ornnt) (please print) (please print) (please print) Staff initials City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5 ci —0/ Plan Check/Permit Number:_ D " 012- Response to Incomplete Letter # [J Response to Correction Letter # Revision # / after Permit is Issued Project Name: T ot4-� /4 e t / mac. Project Address: Contact Person: Summa? of Revision: 2c)/1) E' 013/e ").-7 c// 4-Ay/Pt P 4c( w 1 41n v et 9 ,4, pi h Aft)/( 4 o e lion ,,et, • Received at the City of Tukwila Permit Center by: ` — Entered in Sierra on .1 �/, y/ Phone Number: ,ZOO ;•223d ; o ' • 7P • Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 03/30/00 �(tViglu� N� t0101 F 1 ` ILr C t-. I , i I understand that the Plan Check z l:r: v subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. By Date Permit No. CITY Of TtUKWI ±. ',MOVED JUN 12 2OU, C d H I.J. P.:07* c- -'d' ° p b F •i' RtM S ra Tr" rem 1vr r,. or wr4 LL w/ siKFtevii Pre 4n- feu 4 cL: Wf X4 Heat is 16io,G../ W/ 2 -16d EA vuta I �u� &ES 10 P� - BH G�. �Ktki •L lt,A4: 5 mar L. EA vg• � '� C,A- Tor ros , 5 H - E - A f`WALL P Pt44 4 WI G.w .X5 w/ 5 Goat. E a1z' wA t. c.1'40Au R p 44 ^It.1 ' 'o.c. PPE-Ft-16R- TF:vsst- 5 6 zt I M F'to M 15T e. fir► , S t P e", 0A SI- -B'+ 1.1oTE . 1.c,av>~. 4 GAP 1 -1 • Q 1.-k pm_ TG. p' R HEA R Wok L rE. F 1-LA, i w/ ' / Z c.VI 15• (..''N gks t W/ 5d Cc r � rt R cue w.c Lt. BC+�.► I ) FJA 1 L- e 10 . c i1-1r5P101Z 614EA WALL. t t45.5) cFFs5 F ie0 Dot -mol#2. IlVA LL z i- w i 0 co O tu w J W g .3 u. rn� w z �o W U 2 U 0 ON W .z iu 0 z LICENSE DETAIL INFORM "TION Form Current Filter: None STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Registration# or License DOAKHI'092NZ Name DOAK HOMES INC Address 11917 4TH AVE SW Address City SEATTLE State WA Zip 98146 Phone Number 2062466587 Effective Date 8/9/91 Expiration Date 8/1/01 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 601329337 * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * ** New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page http: / /www.lni.wa.gov/ contractors /TF2Form.asp ?License= DOAKHI* 092NZ Page I of 1 3/23/01 .E.1•1EIR.AL NOTES 1 CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS FOR COMPLIANCE WITH PLANS AND SPECIFICATIONS. SITE CONDITIONS INCLUDE, SOIL, TOPOGRAPHY, REQUIRED Si= TBAGK9 AND IF APPLICABLE, THE DIMENSIONS OF EXISTING STRUCTURES AND THEIR STRUCTURAL AND MECHANICAL COMPONENTS. THIS OFFICE SHALL BE NOTIFIED PRIOR TO CONSTRUCTION OF DISGREPANGIES, AMBIGUITIES OR OMISSIONS IN THE PLANS. 2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER DRAWING SCALE, DETAILS TAKE PRECEDENCE OVER PLAN AND ELEVATION VIEWS. 3. ALL WORKMANSHIP, MATERIALS AND INSTALLED PRODUCTS SHALL MEET OR EXCEED THE ACCEPTED INDUSTRY STANDARDS AND SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE U.B.C., E.5 E.G., N.E.G.,, U.P.G.. U.M.G., AND ALL APPUCABL;^ LOCAL CODES, WHICH SHALL TAKE PREOEDENGE OVER NOTES, SPECIFICATIONS AND DRAHING5_ 4. UNLESS A PROFESSIONAL SURVEY ACCOMPANIES THE PLANS, THE PLOT PLAN INAS DRA *1 FROM GENERAL SITE LANDMARKS AND 15 NOT TO SE CONSTRUED AS A PROFESSIONAL SURVEY. THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR MAINTAINING REQUIRED ZONING SETBACKS OR SHALL, AT HIS DISCRETION, REQUEST THE OWNER TO PROVIDE A PROFESSIONAL SURVEY TO DETERMINE 3E'TBAGKS AND /OR OTHER ZONING RESTRICTIONS. 5. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND INSPECTIONS AND SHALL NOTIFY THIS OFFICE, PRIOR TO CONSTRUCTION, OF ANY'REVISION9 OR ADDED REQUIREMENTS REQUESTED BY THE BUILDING OFFICIAL WITHIN HIS/HER JURISDICTION. 6. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL REQUIRED OPENINGS IN FLOORS, WALLS AND ROOF WITH PROPOSED MECHANICAL, PLUMBING AND F! FETRICAL WORK. PREFABRICATED ITEMS TO BE HANDLED AND INSTALLEED PER MANUFACTURER'S RECOMMENDATIONS. '7. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. PROTECTED UNDER COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT, REPRODUCTION OR USE OF THESE SERVICE DOCUMENTS BEYOND THE SCOPE OF THIS PROJECT 15 PROHIBITED WITHOUT PERMISSION IN WRITING FROM THE ARCHITECT. GENERAL CONSTRUCTION NOTES A. 517E CONDITIONS AND SITE YNORK 1. IF SOIL CONDITIONS ENCOUNTERED UPON EXCAVATION DIFFER FROM THE SOIL BEARING CAPACITY OUTLINED UNDER "DESIGN LOADS ", OR IF EXCESSIVE GROUND EATER 15 PRESENT, CONTACT THIS OFFICE BEFORE PROCEED ALL FOOTINGS SHALL EXTEND TO BELOW FROST ENE ' B W T .AND SHALL SEAR ON UNDISTURBED, NATIVE SOIL 2. DO NOT BACKFILL UNTIL NALL-5 HAVE BEEN ADEQUATELY BRACED OR HAVE BEEN DESIGNED TO RESIST LATERAL EARTH PRESSURE. BAGKFILL MATERIAL SHAL1. BE GLEAN, PERMEABLE AND FREE OF ORGANIC MATERIALS. B. CONCRETE 1. CENTER ALL POST FOOTINGS UNLESS NOTED AND PROVIDE 1" PLINTHS AT SLABS OR $" PLINTHS AT EXPOSED EARTH (6" IF POST 15 PRESSURE TREATED). PROVIDE 6" MIN. FROM SILL PLATES TO FINISHED GRADE. DAMP -PROOF BASEMENT FOUNDATION WALLS WITH 2 COATS ASPHALTIC EMULSION U.N.O. G. REINFORCING 1, INSTALL REINFORCING PER A.C.I. STANDARD PRACTICE. SPLICE CORNER AND CONTINUOUS BARS KITH A MIN. OF 30 BAR DIAMETERS. MINIMUM BAR CONG COVER: EXPOSURE TO WEATHER 7, TO EARTH 3 ", TO OTHER 1 ". 2. EMBED ANCHOR BOLTS A MINIMUM OF 1" U.N.O., PLACE WITHIN 12" OF ENDS. 5. NEW FOOTINGS SHALL NOT IMP0$E "UNDESIGNED" LOADS ON NEN OR EXISTING BASEMENT OR RETAINING WALLS. D. LUMBER AND FRAMING 1. FRAMING LUMBER: KD. TO 19% MOISTURE CONTENT, GRADED PER 5112. GRADING RULES PER IN.C.1.1.13. OR IN.N.PA. AS APPLICABLE. GRADE AND SPECIES PER FRAMING PLANS, GENERAL NOTES AND "DESIGN LOAD CHART'. 2. SILL PLATES, DECK SUB- STRUCTURES, POSTS AND BEAMS EXPOSED TO EPATHER AND ANY HOOD IN CONTACT WITH CONCRETE- SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. COLUMNS AND POSTS SHALL BE FRAMED TO TRUE END BEARING EITH ADEQUATE ANCHORS AT TOP AND BOTTOM TO AVOID UPLIFT AND DISPLACEMENT. PROVIDE LATERAL SUPPORT FOR BEAMS, RAFTERS AND JOISTS PER UBC 2506.1. PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS ARE INSTALLED. 5. PROVIDE A MINIMUM JOIST BEARING OF 1 1/2" ON NOOD, 3" ON CONCRETE. 4. MULTI 2X BUILT -UP BEAMS SHALL BE SPIKED TOGETHER. UNLESS NOTED, USE 1Od NAILS g 12" G.G. STAGGERED. 5. SOUP BLOCK YV/ 2X ® MIDPOINT OF STUDS OVER 10 FEET, BELOW BEARING PARTITIONS PERPENDICULAR. TO JOISTS AND RAFTERS ® SUPPORTS. 6. WOOD ENTERING CONCRETE OR MASONRY SHALL HAVE 1/2" NET AIRSPACE AT TOP, SIDES AND END. '7. DOUBLE JOISTS UNDER PARALLEL BEARING PARTITIONS AND UNDER WINDOW CRIPPLES AT CANTILEVERED FLOOR SECTIONS. 5. FIRESTOP AND DRAFTSTOP TO CUT OFF ALL CONGEALED HORIZONTAL AND VERTICAL OPENINGS BETWEEN FLOORS, FLOOR TO ATTIC, AT 10' INTERVALS HORIZONTAL BEHIND HALL FURRING, AT TOP, BOTTOM AND SIDES OF STARS. 9. GLU -LAM BEAMS SHALL BEAR A.I.T.G. INSPECTION STAMP AND SHALL BE "ARCHITECTURAL APPEARANCE" GRADE INHERE EXPOSED TO VIEW. E. METAL CONNECTORS 1. ALL METAL CONNECTORS 51-IALL BE "SIMPSON" OR AN APPROVED EQUIV. 2. FRAME NAILING SHALL COMPLY INIT4 USG TABLE 23 -11- 2-1 UNLESS NO I tLJ OTHERWISE ON FRAMING PLANS OR ON SHEARNALL SCHEDULE. ALL NAILS SHALL 55 COMMON YYIRE NAILS. 5. U5E OUT HASHERS AT BOLTED CONNECTIONS. CONNECTORS EXPOSED TO HEATHER SHALL BE GALVANIZED OR HAVE APPROVED COATING. ROOFING SHALL BE FASTENED HITH CORROSION - RESISTANT FASTENERS. F. FLYY■{OOD AND DIAPHRAGM NAILING 1. ALL PLYWOOD FOR STRUCTURAL USES SHALL CONFORM AND BEAR A GRADING STAMP OF THE AMERICAN PLYEOOD ASSOCIATION(APA) AND NAIL PER USG TABLE 23- 11-B -1 UNO. 2. PROVIDE DIAPHRAGM SHEATHING AND NAILING AS FOLLOWS UNLESS NOTED ON PLANS: FLOOR SHEATHING SHALL BE - r .s& 3/4" G -D -EXT -AEA PLYWOOD KITH EXT. GLUE, P.I. 52/15, GLUE TO JOISTS AND NAIL WITH 1Od ® 6 " " /G EDGES, 1Od 0 10" 0/C FIELD. ROOF SHEATHING SHALL BE 15/37 C -D -INT -AEA PLYWOOD NUTH EXTERIOR GLUE, P.1. 24/0, NAIL Sd o b° 0/C EDGES, 5d 12" 0/C FIELD G. VENTILATION AND ACCESS 1. VENTILATE CRAWL SPACES AND OVERHANGING FLOORS KITH SCREENED OPENINGS NOT LESS' THAN 1 SQ. FT.(NET FREE) FOR EACH 150 SQ. FT. OF UNDER FLOOR AREA. DISTRIBUTE' OPENINGS 'APPROXIMATELY EQUAL ALONG THE LENGTH OF AT LEAST TWO OPPOSITE SIDES AND COVER INITH 1/4' CORROSION RESISTANT EIRE MESH AT CRAM SPACE OPENINGS. 2. VENTILATE ATTIC SPACES WITH GROSS VENTILATION EQUAL TO 1/15011-1 OF 1145 ATTIC AREA(NET FREE), EXCEPT THE AREA MAY BE 1/3300TH, PROVIDED AT LEAST 50% OF THE REQUIRED VENT AREA 15 3 FT. ABOVE PAVES NITH'5096 OE THE REQUIRED PENT AREA, IN THE EAVES. 3. PROVIDE AN ACCESSIBLE ATTIC ACCESS PANEL. 22" X 50X" MINIMUM INITH A CLEAR HEIGHT OF 30 ", INSULATE AND NIBATHER- STRIP. 4. PROVIDE 16' X 24" CRAM SPACE AGEBSS TO UNDER FLOOR AREAS. H. SAFETY GLAZING 1. TEMPERED SAFETY GLASS SHALL. BE INSTALLED IN HAZARDOUS LOCATIONS, INCLUDING AREAS THAT ARE SUBJECT TO HUMAN IMPACT,' GLAZING' IN DOORS, GLAZING NU`THIN A 24" ARC OF CLOSED DOOR, GLAZED AREAS > 9 SQ. FT. WHEN LESS THAN 15": ABOVE FLOOR OR WALKING SURFACE AD AS DESCRIBED IN U.B.C. 2406. SAFETY GLAZING 1-5 REQUIRED TO BE PERMANENTLY MARKED PER UBG 2405.2. 1. ELECTRICAL 1. ELECTRICAL CONTRACTOR SHALL EVALUATE AND DETERMINE ADEQUACY OF EXISTING AND PROPOSED EL FGTRIGAL SERVICE AND PROVIDE REQUIRED CIRCUITS AND AMPERAGE PER N.E.G., STATE AND LOCAL ENERGY CODES, AND MANUFACTURERS SPECIFICATIONS FOR PROPOSED PRODUCTS, APPLIANCES AND EQUIPMENT. SEPARATE PERMIT REQUIRED. J, MECHANICAL 1. HARM AIR FURNACE OR GA5 H.W. SHALL NOT BE INSTALLED UNDER STAIRS AND SHALL HAVE PROPER VENTS AND DIRECT OUTSIDE COMBUSTION AIR. 2. GA5 APPLIANCES IN GARAGE SHALL BE ON A 15" HIGH PLATFORM. 3. AIR DUETS PENETRATING GARAGE TO HOUSE SEPARATION SHALL BE 26 GAUGE MINIMUM OR SHALL HAVE APPROVED DAMPERS. - 4. DUCTING SHALL MEET U.M.G. STANDARDS AND SYSTEMS ARE TO BE BALANCED. CONTRACTOR SHALL PROVIDE MECHANICAL DUCTING DIAGRAMS /SHOP DRANING5, EQUIPMENT SIZING, HEAT L055 CALCULATIONS AND MANUFACTURER'S DATA ON EQUIPMENT EFFICIENCY FOR ARCHITECTS REVIEVt 5. BATHROOMS, LAUNDRY ROOMS, KITCHENS AND SPA ROOMS SHALL HAVE MECHANICAL EXHAUST N RIGID DUCTING TO EXTERIOR, WITH A BACKDRAFT DAMPER, CAPABLE OF 5 AIR CHANGES PER HOUR. SEE' ENERGY AND INDOOR' AIR QUALITY NOTES FOR FAN VOLUME AND SONE RATING. SEPARATE PERMIT REQUIRED. A � 1: PLUMBING CONTRACTOR SHALL SIZE ALL LINES AND VENTS PER U.P.G. 2. HOT WATER TANKS SHALL BE SIZED BY INDUSTRY STANDARDS FOR PROPOSED USE AND BE LABELED NAECA APPROVED. 3. FLOIN RATES TO COMP' -Y WITH WAG 51-46 SECTION 402.0 TOILETS: 1.5 GPF(MAX), SHOWERS: 25 GF'M(MAX), LAVATORIES/FAUCET: 2.5 GFM(MAX). 5. PROVIDE SEISMIC STRAPS AND PRESSURE RELIEF VALVES(PLUMBED TO OUTSIDE) AT HOT HATER TANKS. SEPARATE PERMIT REQUIRED. L. MOISTURE CONTROL 1. SH0NBRS SHALL HAVE AN APPROVED HARD, SMOOTH AND EATER RESISTANT SURFACE TO A HEIGHT OF 70" ABOVE DRAIN INLET. 2. PROVIDE WATERPROOF BOARD OR GLASS MESH MORTAR UNITS BEHIND 71LE AT SHOWER SURROUNDS. TILE SHOWERS WITH A-SITE -BUILT PAN SHALL BE F11 1 E 1 7 AND LEAK TESTED FOR 12 HOUra. PROVIDE MILDSN RESISTANT CAULK AT ALL TILE ACCESSORIES. M. BATH SAFETY 1. HINGED SHOWER DOORS SHALL OPEN OUTWARD AND ENCLOSURES SHALL BE FULLY TEMPERED OR LAMINATED SAI-t T Y GLASS, MINIMUM THICKNESS E. 1/5" TEMPERED V4" LAMINATED AND MEET UB.G. STANDARDS. 2 FLOOR TILES. AT SHONI32S AND NET AREAS SHALL 55 SKID - RESISTANT. 3. PROVIDE SECURE BLOCKING FOR ALL GRAB BARS PER PLAN, CAPABLE OF SUE A 300 IMPACT LOAD. N. TRUSSES 1. PRE - FABRICATED TRUSSES. SHALL BE DESIGNED BY A HASHINGTON STATE LLGEN550 STRUCTURAL ENGINEER AND IN ACCORDANCE WITH THE PLAN REQUIREME14T5. SLJBMT COMPLETE SHOP DRAWINGS KITH ENGINEERS SEAL FOR APPROVAL PRIOR TO FABRICATION. TRUSSES MUST BE STAMPED BY AN APPROVED MANUFACTURER OR BY A QUALITY CONTROL AGENCY 5:7CH AS WASHINGTON YVOOD TRUSS FABRICATORS COUW L 2. CONTRACTOR SHALL VERIFY EXACT SPANS I?RIOR TO FABRICATION.. • 3. APPROVED HANGERS MUST BE USED AT ALL CONNECTIONS OF RAFTERS, JACKS, OR HIP TRUSSES TO A MAIN GIRDER TRUSS. NON - BEARING PARTITIONS BELOW TRUSSES SHALL 55 SEPARATED FROM TRUSS WITH S'MP STC FASTENERS. - 4. TRUSSES SHALL BE HANDLED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. O. SKYLIGHTS 1. GLAZING SHALL BE INSULATED; TEMPERED GLAS ('TOP), LAMINATED GLASS(BOTTOM) AND 7/52" THICK MINIMUM. - 2. PROVIDE A MINIMUM 4" CURB, FLASHED AND COUNTER FLASHED AT TOP AND 13C T:..:14 7.:14 AND STEP FLASH 50E5. THE UNIT SHALL HAVE A GONi ENSATION GUTTER AT 1145 LONER END. INSTALL PER MANUFACTURER'S INSTRUCTIONS, FINISH AND FLARE WFI 1 TO C•BUNG P5Z PLANS_ P. EMERGENCY EGR&.:.S. 1.' EVERY SLEEPING PLC'.."'`` : =:4D BASEMENT SHALL HAVE AN EXIT DOOR TO THE E'IOP OR A MINIMUM OF ONE WINDOW }NEIGH MEETS THE'F LOWING REQUIREMENTS: MAXIMUM SILL HEIGHT OF , NET CLEAR OPENING AREA OF 5.7 SQ. FT., MINIMUM GU=AR HEIGHT OF 24", MINIMUM CLEAR WIDTH OF 20" AND 5N ',LL BE OPERABLE FORM THE INSIDE WITHOUT SPECIAL TOOLS OR kENONLES)GE,. O. SMOKE DETECTORS 1. SMOKE DETECTORS -SHALL BE PROVIDED IN EACH SLEEPING ROOM' AND SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS, MOM =1 ON THE GPI. LING OR WALL CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN STRUCTURES' WITH MORE THAN ONE 'STORY' OR WITH A BASEMENT, A SMOKE DETECTOR SHALL BE INSTALLED ON EACH STORY AND IN 1145 BASEMENT:', 114 SPLIT LEVEL STRUCTURES,- PROVIDE SMOKE DETECTORS ON UPPER LEVEL, UNLESS 51'FFF1NG ROOMS ARE LOCATED 014 LOWER LEVEL, THEN SMOKE DETECTORS ARE RFQJIRED ON BOTH LEVELS. ALL SMOKE DETECTORS SHALL BE AUDIBLE IN SLEEPING ROOMS. 2. SMOKE DETECTOR 114 NEW CONSTRUCTION SHALL BE DIRECT WIRE? TO BUILDING POHER YYITHOUT A DISCONNECT SNITCH OTHER THAN FOR_OVE CURR54T PROTECTION AND MUST HAVE BATTERY BACK -UP. ALL OTHERS MAY BE BATTERY OPERATED. - R. SECURITY 1. PROVIDE SECURITY AT ENTRANCE AND GARAGE DOORS KITH A MINIMUM 1/2" THROE DEAD BOLT KITH LOCKS OPERABLE YVITHOUT SPECIAL KNOWLEDGE OR TOOLS. 2. PROVIDE OBSERVATION FORT 54 " -66" OFF FLOOR AT UNGLAZED ENTRY DOORS. 3. . PROVIDE SECURITY FOR ININDOYVS < 10' FROM FINISHED GRADE. • • 5. GARAGE SEPERATION 1. GARAGE/DWELLING SEF'ERATION SHALL CONSIST OF FIRETAFED 5/5" GWB, TYPE "X" APPLIED TO ALL GARAGE SURFACES ADJOINING DWELLINGS LIVING, ATTIC AND CRAM SPACES U.N.O. 2 GARAGE CEILING WITH 1JVING SPACE ABOVE USING BO OR = SHALL USE 2 LAYERS 1/2" GNIB'TYPE 3. STRUCTURAL SUPPORTS FOR DNFI LING SPACES, WHEN IN THE GARAGE SHALL ALSO BE WRAPPED( INCLUDING FALLS, POSTS, BEAMS AND JOISTS IF SUPPORTING FLOOR ABOVE. 4. AIR DUCTS PENETRATING THE SEPF_RATION SHALL BE 26 GAUGE OR HAVE AN APPROVED DAMPER. 5. DOORS FROM GARAGE TO DWELLING SHALL BE 1- 5/5" SOLID CORE, TIGHT FITTING AND SELF- CLOSING.] T. STAIRS AND GUARDRAILS 1. PROVIDE A STAIRWAY WIDTH OF 56" MINIMUM, RISER HEIGHT OF S" MAXIMUM, MINIMUM TREAD LENGTH OF S" AND A 5/S" MAXIMUM VARIATION. 2. STAIRWAYS < 44" IN WIDTH MAY HAVE ONE HANDRAIL UNLESS 50TH SIDES ARE OPEN. 3. HANDRAILS SHALL BE PLACED 34" TO 3S" OFF NOSING AND SPADED 1 -1/2" MINIMUM OFP NALL WITH A 1 -1/2" TO 2" DIAMETER, SMOOTH GRASP AND A NEN ELL OR RETURN AT ENDS. 4. PROVIDE b' -5" MINIMUM CLEAR HEADROOM ABOVE STAIR NOSING. 5. PROVIDE GUARDRAILS FOR AREAS 30" ABOVE GRADE OR ADJACENT FLOORS, WITH A MINIMUM HEIGHT OF 55" AND INTERMEDIATE BALUSTERS OR RAILS SPACED 50 THAT A 4" SPHERE CANNOT PASS THROUGH. 6. ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE 5/5" GM, TYPE "X" FIRETAPED 014 HALLS AND SOFFITS. PROVIDE FIREBLOGIGNG IN CONGEALED SPACES 5ETh4EEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BETINE N STUDS ALONG AND IN LINE KITH RUN OF STAIRS, IF THE NALL UNDER THE STAIRS ARE UNFINISHED. U. SOLID FUEL FACTORY BUILT FIREPLACES, STOVES AND INSERTS 1. UNITS SHALL BEAR THE STAMP OF AN APPROVED TESTING LAB AND SHALL BE INSTALLED IN ACCORDANCE WI11-1 THE TERMS OF THEIR LISTING AND THE MANUFACTURERS INSTRUCTIONS. 2. UNITS SHALL HAVE TIGHT- FITTING GLASS DOORS, READILY ACCESSIBLE DAMPER CONTROL, OUTSIDE COMBUSTION FOR AIR AT FRONT OF FIRE BOX AND A 3/5" THICK (MIN) NON - COMBUSTIBLE HEARTH EXTENSION NHIGH 15 READILY DISTINGUISHABLE FROM SURROUNDING FLOOR. HEARTH EXTENSIONS PER V. 6 BELOW. 3. PROVIDE CHIMNEY GLEARANGES AND SIZE PER U.M.G. AND IA/A.13.0. STANDARDS FOR INSTALLATION OF SOLID FUEL BURNING APPLIANCES. 4. PROVIDE SEISMIC ANCHORAGE FOR METAL FIREPLACE CHIMNEYS. CHIMNEYS TO BE ANCHORED AT EACH JOIST WITH (2) 1/2" X 1/5" METAL STRAPS LOOPED AROUND THE OUTSIDE OF THE CHIMNEY AND INSTALLED AND NAILED WITH (6) Sd NAILS PER STRAP TO ROOF OR GEIUNG FRAMING. V. MASONRY FIREPLACES AND CHIMNEYS 1.' CHIMNEY SHALL NOT SUPPORT ANY STRUCTURAL NEIGHT OTHER THAN ITS OWN UNLESS 50 DESIGNED. 2. PROVIDE ACCESSIBLE DAMPER CONTROL AND OUTSIDE COMBUSTION' AIR. 5. MAXIMUM TEMPERATURES, FLUE LINING, FLUE SIZING, TERMINATION- HEIGHT AND CLEARANCES TO COMBUSTIBLES SHALL COMPLY WITH 1.150 TABLE 51-B AND 51-A. 4. SEISMIC ANCHORAGE SHALL BE PROVIDED FOR MASONRY CHIMNEYS AT EXTERIOR FALLS PER U130 31024.3. 5. CLEARANCE' TO COMBUSTIBLE MATERIAL: 2" FROM FIREPLACE SMOKE CHAMBER AND CHIMNEY WALLS, 5" FROM FIREPLACE OPENING AND COMBUSTIBLE MATERIAL NTH OF OPENING SHALL NOT PROJECT MORE THAN 1 /S" PER INCH OF CLEARANCE FROM 0F5NiNE, . 6. HEARTH EXTEI +SION SHALL BE 4" MINIMUM "THICK NON- COMBUSTIBLE MATERIAL HEARTH EXTENSIONS SHALL EXTEND 16° FORM THE FRONT OF AND 5" BEYOND THE SIDES OF THE FIREPLACE OPENING. IF THE OPENING 1-5 GREATER THAN 6 SQ. FT., THE HEARTH EXTENSION SHALL EXTEND 20° 114 FRONT OF AND 12" BEYOND THE SIDES OF THE OPENING. HEARTH EXTENSIONS SHALL 55 READILY DISTINGUISHABLE FROM SURROUNDING FLOOR. IN. ENERGY NOTES PER 199"1 ►NSEC 1. EXTERIOR JOINTS AROUND NINDON AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN MALLS AND ROOF, AND BETWEEN' WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WAILS, ROOF AND FLOORS; AND OTHER SUCH OPENINGS' IN THE BUILDING ENVELOPE; INCLUDING ACCESS PANELS INTO UNHEATED, SPACES, SHALL BE SEALED, CAULKED, GASKETED CR INEEATHER- STRIPPED TO LIMIT AIR LEAKAGE. WEATHERSTRIP EXTERIOR DOORS AND DOORS ADJOINING UNHEATED SPACES. EXTERIOR OPENINGS EXPOSED TO WEATHER SHALL 5E FLASHED IN SUCH A MANNER AS TO MAKE THEM MEATHERPROOF.' ALL FLASHING, COUNTERFLASHING AND COPING, NHEN OF METAL, SHALL BE NOT < 26 GA CORROSION RESISTANT METAL. 2. PROVIDE VAPOR BARRIERS AT HEATED 51DE OF , INSULATED ASSEMBLIES EXCEPT AT INSULATED WALLS INITH W.P. WALL BOARD AND AT SHOVER CEILINGS. 3. PROVIDE 6 MIL, BLACK, (POLYETHYLENE GROUND' COVER AT CRAWL SPACES. LAP 12" MINIMUM AND LAP UP FOUNDATION WALLS TO A HEIGHT OF ADJACENT EXTERIOR GRADE. 4. INSULATE FLOORS, HALLS AND ROOF PER PLAN. 5. FACED INSULATION TO BE FACE STAPLED. 6. INSULATE HOT AIR DUCTS IN NON - HEATED SPACES PER TABLE 4-16 (R -4). 7. INSULATE 24" OF PERIMETER OF SLABS AT HEATED ROOMS KITH R -10 RIGID INSULATION. 5. INSULATE HOT WATER PIPES PER TABLE 4 -11. 9. PROVIDE 2.5 G.P.M. FLOE RESTRIGTORS AT SHOWERS. 10. NATTER. HEATERS SHALL MEET 1951 NAECA. 11. Fl FCTRIC HN TANKS IN NON-HEATED SPACES SHALL BE PLACED ON A NON - COMPRESSIBLE SURFACE AND THE FLOOR INSULATED TO R -10. 12 HVAG EQUIPMENT SHALL BE SIZED TO A MINIMUM' OF 100% AND MAXIMUM OF 150% OF THE DESIGN LOAD (11140). INSTALLING CON SHALL PROVIDE SIZING AND HEAT LOSS GALLS. 13. REGFSSED LIGHTING SHALL BE TYPE 1C OR NON 10 INSIDE AIR -TIGHT ASSEMBLY (1/2" GNB BOX). 14. EXTEND HIND BAFFLES TO A POINT 12" VERTICALLY ABOVE THEPICPRIOfi 04�.14aPi1®1`$ , o x. VENTILATION AND INDOOR AIR QUALITY PER VIAO 1997. 1. INTEGRATED WHOLE HOUSE VENT SYSTEM FOR THE INTERMI T t tNTLY OPERA' ED INTEGRATED FORGED AIR HEATING SYSTEM. A. SOURCE SPECIFIC VENTILATION REQUIREMENTS 1. EXHAUST FAN REQUIREMENTS: BATHROOMS, LAUNDRIES AND POWDER ROOMS SHALL HAVE MINIMUM 50 GFM 0 .25 N.G. KITCHENS SHALL HAVE MINIMUM 100 CFM ® .25 W.G. RANGE HOOD FANS. 2. EXHAUST DUCT REQUIREMENTS: DUCTS TO BE INSULA t ti) TO R-4 IN UNCONDITIONED SPACES, BE EQUIPPED KITH A BAOKIDRAFT DAMPER, TERMINATE OUTSIDE THE BUILDING ENVELOPE AND COMPLY WITH TABLE 3.3 VIAQ CODE. NOTE: IT 15 RECOMMENDED BY KIN5 COUNTY TO INSTALL A CENTRALLY LOCATED WHOLE HOUSE EXHAUST FAN EITH A MAXIMUM SONE RATING OF 1.5 AND SIZED ACCORDING TO TABLE 3 -2 VIAQ AND CONNECTED TO THE AUTOMATIC, CONTROL TIMER. THIS WILL FACILITATE FRESH AIR DISTRIBUTION AND REDUCE THE POSSIBILITY OF MOISTURE LADEN AIR BEING DRIVEN INTO THE BUILDING. INTERIOR DOORS SHOULD BE UNDERCUT 1/2" ABOVE THE FINISHED FLOOR. DESIGN LOADS CODES UNIFORM BUILDING CODE 1997 EDITION 4 AMENDMENTS WITH SEATTLE BUILDING CODE AMENDMENTS, IF APPLICABLE 1991 WASHINGTON STATE ENERGY CODE INAC 51 -1' LIVE LOADS FLOOR: 40 PSF, ROOF: 25 PSF, ATTIC: 15 PSF, STAIRS: 100 PSF DECKS: 40 PSF, BALCONIES 60 FSF.GUARDRAILS: 20 PLF AT TOP OF RAIL SEISMIC ZONE: 5. BASIC FIND SPEED: 50 MPH, EXPOSURE 5 (UNO) SOIL BEARING CAPACITY ASSUMED AT 2000 P5F (LINO) IN PLANS OR A SOILS REPORT BY A QUALIFIED SOILS ENGINEER. - EARTH PRESSURE ASSUMED AT 50 PGF EQUIVALENT FLUID PRESSURE FOR BASEMENT WALLS AND 50 PGF FOR CANTILEVER RETAINING WALLS. CONCRETE MINIMUM COMPRESSIVE STRENGTH: 2500 PSI AT 25 DAYS (U10). 5 1/2 SACK CEMENT PER CU/YD, MAX. 6 GAL. WATER PER SACK. MAXIMUM SLUMP 4 ", MAXIMUM AGGREGATE SIZE 1 -1/2" RETAINING HALL: 2500 FSl AT 25 DAYS, '5 1/2 SACK CEMENT PER CU/YD. EXTERIOR WALKS AND SLABS TO BE AIR ENTRAINED (5 %). REINFORCING STEEL ASTM A -615 GRADE 40 FRAMING LUMBER (UNLESS OTHERWISE NOTED ON PLAN) PLATES AND SILLS GONG) STUDS JOISTS AND RAFTERS POSTS AND HEADERS BEAMS GLU -LAM BEAMS (SIMPLE SPAN) GLU -LAM BEAMS(CANTILEVER) DECK J015T5 DECK BEAMS METAL CONNECTORS "SIMPSON" BRAND OR AN 1050 EQUIVALENT MASONRY MORTAR: TYPE S, 1 PC, 1/2 LIME PUTTY, 4 SAND. STEEL: GR. 40 . _ JAMES- ANCERSON 17E5IGN RE IVEN77A:L ARCHITECTURE 1 -4 1&09 PLA3 A CATHY ANDERSON • REGISTERED ARCHITECT 330 DAYTON ST. 11 6 • 5171401175, WA. 98020 776 -6166 PHONE FAX T16 -6166 f'L A N HF #2 OR BTR(PT HF "STUD GRADE" • HF 52 DE #2 DF #1 24F -V3 24F-s5 E *CM Of ' P.T. HF #2 , OA 2 25.0 111 t t AV) - ' -= - DATE 6,1011 SHEET 176VED CI UKWILA CONNEC11ON MUM, 1. Joist to sill or girde , toenail 3-Sd 2_ Bridging to joist, toenail each end 2-8d 3. 1" x 6" (25 mm x 152 mm) subfloor or less to each joist, face nail _ 2-8 4. Wider than 1" x 6" (25 mm x 152 mm) subfloor to each joist, face nail 3.8d 5.r (51 mm) subfloor to joist or girder, blind and face nail 2-16d 6. Sole plate to joist or blocking, typical face nail 16d at 16" (406 mm) on. Sole plate to joist or blacking at braced welt "panels 3-16d per 16' (406 mm) 7. Top plate to stud, end nail 2 -16d 8. Stud to sole plate 4-8d, toenail or 2 -16d, end nail 9. Double studs, face nail . . 16dat24'(610mm)oc. 10. Doubled top plates, typical face nail 16d at 16" (406 mm) ox. Double top plates, lap splice 8-16d 11. Blocking between joists or rafters to top plate, toenail 3-8d 12 Rim joist to top plate, toenail 8d at 6' (152 mm) oc 13. Top plates, laps and intersections. face nail 2-16d 14. Continuous header, two pieces _ l6d at 16' (406 mm) o c. along each Wye 15. Ceilingjoists to plate,:ttvnaii 3'8d Id. •• n noes an or lo Wu , IS. 44111 17. Ceiling joists, laps over partitions, face nail - - 3-16d 18. Ceiling joists to parallel rafters, face nail 3-16d 19. Rafter to plate, toenail 3-8d 20. 1" (25 mm) brace to each stud and plate, face nail 3-Sd 21. 1" x 8" (25 mm X 203 toot) sheathing or less to each bearing. face nail - 2-8d '22. Wider than 1' x 8' (25 mm x 203 mm) sheathing to each bearing, face nail 3-8d 23. Built-up comer studs 16dat24'(610 tom) o_c. 24. Built -up girder and bzams 20d at 32' (813 mm) o c. at top and bottom and staggered 2 - 20d at ends and at each splice 25. 2" (51 mm) planks 2 -16d at each bearing 26. Wood structural panels and particleboard: Subfloor and wall sheathing (to framing): - 1 12" (127 mm) and less 6d3 19 /32 " /4 (15 mm -19 nun) Sd° or 6d 7 /8" -1." (22 nun -25 mm) 8d3 11/2 (29 mm 32 mm) 10d or 84 Combination subfloor-underlayment (to framing): 3 /4" (19 !IMO and less 645 2 /a " -1" (22 mm -25 mm) Sci, 1W-1 "-1 (29 mm -32 mm) 104 or 8d 27. Panel siding (to framing)?: t /3" (12.7 mm) or less 646 5 /a" (16 mm) 846 38. Fiberboard sheathing:' 1 /2" (12.7 mm)' No.11 g .a . Pd No.16 gag 25 /33 (20 non) No. 11 gab 3d No.16 ga. 29. lateriorpaneling 1 /4" (6.4 men) 4dio 3 4" (93 rnm) 6411 ABBREVIATIONS /GENERAL CONSTRUCTION. A.S. ABV. ALT BD. 131.-KG BM CANT. G.B. GDR G.J. CL CLR COM COMP CON CONT a D.B. DBL PiAM EX E.L'. E.YV. EXP FXT FIN F.6. FJ. F.F.L. FOS FP PTO 61.5 GL GR GINS HP HDR HR HGT. H.L. HW ESM ESP U.6. FJ^IH EBS L.P.O. VTO GFM ANCHOR BOLT ABOVE ALTERNATE BOARD 13 LOCKING BEAM CANTILEVER CARRIAGE BOLT CEDAR CEILING JOIST CENTERLINE CHAR COMMON COMPOSITION CONCRETE CONTINUOUS PENNY DE ADBOLT DOUBLE wiAMETER eAU° H END EACH 51DE EACH WAY EXISTING EXPOSED EXTERIOR FINISH FIBERGLASS FLOOR JOIST FINISHED FLOOR UNE PAGE OF STUD FIREPLACE FOOTING GLU -LAM BEAM GLASS /GLAZING GRADE GYPSUM /ALLBOARD HO1..DOFIN HEADER HANDRAIL HEIGHT HEAT LAMP HOT WATER Fl F :TRIG SERVICE METER ELECTRIC SERVICE PANEL UNDERGROUND Fl FGTRIC WALL HEATER ELECTRIC. BASEESOARD LOCATE PER OMER VENT TO OUTSIDE GUBIG FEET PER MINUTE SNITCH 3 WAY SWITCH DIMMER SWITCH TIMER SWITCH DUPLEX OUTLET HALF SNITCHED SPEC. APPLIANCE FLOOR OUTLET 220y OUTLET WATERPRF OUTLET GFIG OUTLET © -r Uci INCL. INT LAM UN MAX M.B. MIN INS. NTS OA. O.G. O.H. 055 P.B.O. PL P.T. PIN R RELOG RED D RtES R.O. R$. S.G. 5HT 5H SKY SLDG SIN T T -09 T. B. T.PL. TY ' T4G UNPIN. U.N.O. V.B. V.6. PIP W.I. 1^LP. ABSR EV IATiON S/ELEGTR ICAL-/M ECH AN ICAL/ LIGHTING GFIG SD W.S.L HB. G.O. CAR. ELECTRICAL/ MECHANICAL/ LIGHTING SYMBOLS ELECTRIC PANEL ELECTRIC METER SMOKE DETECTOR EXHAUST FAN GABLE JACK DOORBELL/CHIME PHONE -JACK THERMOSTAT HEAT REGISTER ELEC. SASE BD INCLUDE INTERIOR LAMINA I EL) UNEN MAXIMUM MACHINE BOLT MINIMUM INCLUDE NOT TO SCALE OVERALL. ON CENTER OVERHANG ORIENTED STRAND BOARD PROVIDED BY OWNER PLATE PRESSURE TREATED PLYNIOOD RISER RELOCATE REQUIRED ROD AND SHl*_L.P ROUGH OPENING ROUGH SAND! SOLID GORE SHEET SHELF SKYUGHT SLIDING SHE;ARWALL TREAD TIE DOWN (55) TOWEL BAR TOP PLATE TYPICAL TONGUE AND GROOVE UNFINISHED UNLESS NOTED OTHERNUSE VAPOR BARRIER VERTICAL GRAIN WOOD WROUSHTIRON WATER PROOF GROUND FAULT INTERRUPT CIRCUIT SMOKE DETECTOR WATER SERVICE UNE HO BI13B GLEAN OUT COLD AIR RETURN 1.1 SURFACE UGHT WALL MNT. LIGHT RECESSED LIGHT CHANDELIER FLUORESCENT • TRACK LIGHT FULL CHAIN LIGHT 6A5 METAL FLOOR DRAIN' HOSE BIBB TABLE 23- I1 -B -1 TABLE 23- 11-B -1- NAILING SCHEDULE 1997 UNIFORM BUILDING CODE [ Common or box nails may be used except where otherwise stated 2 Nails spaced at 6 inches (152 mm) on center at edges, 12 inches (305 mm) at intermediacy „moms incept 6 inches(152 nun) et all supports where spans are 48 inches (1219 mm) or more. For nailing of wood structural panel and particleboard diap:uagms and shear -wails, refer to Sediors 231533 and 2315.4. Nails for wall sheathing may be common, box or casing. 'Common or deformed shank. - "Common. - 5 Deformed shank. - 'Corrosion-resistant siding or casing nails conforming to the requirements of Section 3 3043. 'Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (152 mm) on nem = at intermediate supports. 'Corrosion- resistant Tooling nails with (11 mm) head and 11/2-inch (38 run) length for t /2-inch (127 mm) sheathing and 1 /roach (44 mm ) length for 2 5/32 -inch (20 mm) sheathing to the requirements of Section 23043.. 'Corrosion- resistant staples with nominal 111 (11 otin) crown and 1t /8-inch (29 mm) length for 1/2 -inch (12.7 mm) sheathing and 1 (38 mat) length for 25 /32 -inch (20 mm) sheathing conforming to the requirements of Section 23043. "'Panel supports at 16 inches (406 mm) [20 inches (508 mm) if strength axis in the long direction of the panel, unless otherwise marked). Casing or finish nails spaced 6 inches (152 ritm) on panel edges, 12 inches (305 mm) at intermediate supports. 1 tPanel supports at 24 inches (610 mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. 3'3 ' f f COPYRIGHT © JAD 44415 Lv UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL. LANE CATHY ANDERSON • REGISTERED ARCHITECT 350 DAYTON ST. 86 • EDMONDS, NA. 98020 716 -6166 PHONE FAX T16 -6166 DATE SHEET 1 ECEIVED CITY OF TU -F 51.frb ON 9 Li canc. 914 oue &WU pl”-t(c, u ar210- Or 14-0 .e I • I + • " et 127 i%- r I I II • 1-41 • ' kk . rh ./A-114 LI wkikii-I%Or" o -)Att,n -Or ‘1.16.- e• FLOOR nes/ HOLDONINS SIMPSON JAMES-ANDERSON DESIGN RESIDENTIAL ARCHITECTURE f-Iv[ I - WAG 0 ukh7 rt,4.ki/s w f Ve CATHY ANDERSON • REGISTERED ARCHITECT 330 DAYTON ST. .6 • EDMONDS, 1•4A. 96020 •76-6166 PHONE FAX T16-6166 AVIO NIM • 0 12 , 2 r COPYRIGHT © 120i1W / 911 UNAUTHORIZED REPRODUCTION OR USE 15 PROHIBITED AND PROTECTED BY FEDERAL LAW • DATE 4-i- 9 1 - - 7 7 SHEET ECEI OFTL U STRAP NAILING HOEDOWN 51UD ANGI4ORA6E HOLDONIN ANCHOR BOLTS . NOTES Aiiiat ' • • ---1 r -r-1--- ''''' - (-7 • ) 1.4.r4E., 3z-16. -r-7 ( 6 04) , -% piv5A --y + -,-,..., at" [--2 ........422.... ...... . ( I ----11-) 1 4,4' . 227 . . -p-, .. : '$ 4=-10 &1[117.14 tiej 7 -r. • ( -. "7=)-) it-t-r71, 3e,-16.-1- . , • 7' ci Pi : r::1 1-k7e', L-iz-,1 it, - i 64 1(0. -,11,,I. .. -rb pr , 1-. LOCATE HOEDOWN AT EACH END OF SHEARNALL 5- EXTEND FDN DOWN AS FREGVD TO 2- CRIPPLE WALL CONSTRUCTION SAME AS ABOVE RECEIVE HOEDOWN AB. EMBEDMENT 4- THREADED ROD AND COUPLER AS RF_O'D SHEARY4ALL SCHF.DULE STUD FRAMING MARK SHEATHING ON 2X HF • U•N•O• NAILING EDGES BLK'D U.N.O. g3ra d e_ ex ton 0 -tv 1. NAILING FIELD 4• 4 12. SHEAR FLOW NAILING BASE FAT E I &- e- 4 - faiEfitik. RIM JOIST , 5P e..:_ SILL PLATE ANCHORS -' I de . i'57?91- F,A/ • .61V -1 VI 0 0'7E=. 1 pw tP-/' d 4 It e 4 12 ' I ,I'' vv- v z i , d e . . e e , , _ _ 1 - - il + S L _e-,-,r._. , 1 . \i k,z___, I 11 ,,„ F „,,, ?,.4 " i...4 1 z," 1 62,1 4-" \ l`4 2 /1 4 ' 11 / is7,21'. ek I. • .5 . - 4"4 - 6--" . 1 — i'-` -1:10-e1 e ,i4s7 e ' . • . 7/1) . . \I, l - Cp 117 iv .,,II ,+" t9 e it- 7-22 63or .., . . t,._ I - 1 /2„. , ,,, - 6.1411E.-4 C kA/)d p"R_44-161> Ap4 9 & --(/ 51.frb ON 9 Li canc. 914 oue &WU pl”-t(c, u ar210- Or 14-0 .e I • I + • " et 127 i%- r I I II • 1-41 • ' kk . rh ./A-114 LI wkikii-I%Or" o -)Att,n -Or ‘1.16.- e• FLOOR nes/ HOLDONINS SIMPSON JAMES-ANDERSON DESIGN RESIDENTIAL ARCHITECTURE f-Iv[ I - WAG 0 ukh7 rt,4.ki/s w f Ve CATHY ANDERSON • REGISTERED ARCHITECT 330 DAYTON ST. .6 • EDMONDS, 1•4A. 96020 •76-6166 PHONE FAX T16-6166 AVIO NIM • 0 12 , 2 r COPYRIGHT © 120i1W / 911 UNAUTHORIZED REPRODUCTION OR USE 15 PROHIBITED AND PROTECTED BY FEDERAL LAW • DATE 4-i- 9 1 - - 7 7 SHEET ECEI OFTL U 4cPNIC. rdv , r I " - " r-z7 •J2 il loo7°Gt/rW - 1- 0 0 - . 111 lerl+ 1,* &e, 6..z.p 15e p • + 1 f 7 , 0 I 6 .4romi ' COPYRIGHT © JA' 1c1 UNAUTHORIZED REPRODUCTION OR USE 15 PROHIBITED AND PROTECTED ISY FEDER,k1.. LAIN A JAM 5-, 1:7E5IGN RMI7ET177AL ARCHITECTURE L'ae CATHY ANDERSON • REGISTERED ARCHITECT 330 DAYTON T. #6 • EDMONDS, NIA. 93020 'T16-6166 PHONE FAX 716-6166 pt DATE Z4-^1 - - -- -- , t 1 y { ..... J 111/� U f_.,1 &oo -0,1" • c le Oz.--- , r. f, DI'?V CSI P I ` Az- ` . I' w t?1 1 oI / I W4 X 1 IA v, ► -r„/ F -L. m- i 1 \jI ., q � 4,,,,,-7.132 ) il.e. • -,_, � 1' 5 a. � cry -- r' I ,.1 es LJ ; } l 1 2 -Cold- ,,,, IZ' O hl H,6,411 r. T . f � z-?� - 1- / s-Z 44 -- r gi6. 0,6 1' zx - H-1 r2- mo o( 4 71 ; 110 0 4,-- 1-<% 4 2- 2-4 G�IU . -1b COPYRIGHT U -1AD 1 99 UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LA .1AMEZ- ANDERSON De516N Rg1120477AL ARCHITECTURE dog - . Hr'- 7 I N- -� Ate. I (0 CATHY ANDERSON • 930 DAYTON ST. #6 • T76 -6166 PHONE REGISTERED ARCHITECT EDMONDS, N.A. 98020 PAX 116 -6166 SHEET RECEIVE CITY nr TI Iu:. Building Component Description U or F Value Heat Loss Factor Component Footage Heat loss in BTUH A_ WIndow,Slcylite Double AAMA tested .516 23.74 230.0 5459.28 Sliding i Swinging Double AAMA tested .315 1725 29.45 SCISSOR TRUSS 4/12 PITCH (R - 30) Glass Door S/12 PITCH (1R U39 , ' 13. opaque Door V400d 1 3/4 w /panels .570 26.22 5/12 PITCH (R -33) .035 Wood 1 3/4 SG .330 15.18 Wood 1 3/S SG .390 17.94 17.5 315.44 .082 Insul. metallw/TS .190 5.'74 20.0 174.50 144.6 InsuI metal w/TB .142 6,53 10./2 SLAB ON GRADE (R-10) RIGID W/ TB' C. Roof /Gelling R -30 .036 1.66 950.0 151320 Insulation R -35 .031 1.43 3.5 ft. BELOW GRADE INTERIOR WALL (R -13) D. Wail insulation R -15, wood studs . .052 3.17 115.0 671.42 above i below grade R -13, wood studs .055 4.05 1643.0 6650,8e .420 R- 21,wood studs .057 2.62 35/ E. Floor Over Unheated R -19 .041 1.59 =i50 .0 1791.70 Space Insulation R -30 .029 1.33 F. Slab On Grade Floor R -10 .540 24.54 Perimeter Insulation G. Basement Floor None .032 1.47 H. Infiltration Post 1950 .018x.6 AGH 0.50 12104.0 6352.00 GROUP R OCGUPANY PROPOSED UA PROPOSED ASSEMBLIES "U" AREA U X A FLOORS (R -11) .041 950 38.95 FLAT CEILINGS ■/ ATTIC (R -30) .03f, FLAT CEILINGS iN/ ATTIC (R -38) 031 15Ci 29.45 SCISSOR TRUSS 4/12 PITCH (R - 30) .045 S/12 PITCH (1R U39 , 4/12 PITCH (R -35) .040 5/12 PITCH (R -33) .035 CEILINGS VAULTED (24" OC) 2 X 12 VENTED (R -30) GLAZING .516 230 118.1 2 X' 4' WALLS STANDARD' (R -13) LAPPED WOOD .082 115 14.6 2 X 4 WALLS STANDARD (R -13) T1 -11' .055 1643 144.6 DOORS .284 31.15 10./2 SLAB ON GRADE (R-10) RIGID W/ TB' .540 2.0 ft. BELOW GRAPE INTERIOR WALL (R -15) .064 SLAB (R -10) W/ TB F. .600 3.5 ft. BELOW GRADE INTERIOR WALL (R -13) .058 SLAB (R -10) IN/ TB F= .5'70 1.0 ft. •BELOW GRADE INTERIOR WALL (R -13) .050 SLAB (R -10) W/ TB P= .420 PROPOSED TOTAL TOTAL TARGET UA TOTAL PROPOSED UA 35/ 551 551 I x� 1 74444414, 4111 2XG ;Sls• ‚Sr _ y �Z �rlilr� Ji =• �� 211111111•11111h.... �� Ism Zxibn , / TH I -1 i h1 l7 i-ic:t G.G1 I I I . 42.1 1ST-, �G K d�. � I Xa L11 Jr2eiz -roe' s 51 h1 -+41 ll �'�' 11 i 'CI- I I ht ci 1-}67 y ' i r N_J Gct_1 P Atli -IG �J� lAtitsir,o'M 6 SIZE TYPE 2 4/0X4/0 Sldg 1 2/0X2/0 Fixed 6 1 1 3 1 2 NISI 4/0 x 5/6 1/6X4/0 6 /0X4 /O 6/0X6/10 5/0X4/0 3/0X3/0 2/0X2/6 Sid 3/0X6/8 2/£5X6/8 Fixed I 36.00 SIdg Patio SIdg Fixed SH In. stl_ SC wd AREA 32.00 4.00 14.00 24.00 41.00 60.00 9.00 10.00 230.00 5"L150 0.53 0.50 0.53 0.49 053 0.50 0.53 20.000 I_ 0.19 11.150 1 039 "UA" 16.96 2.00 Grid /obscure 1.42 0.50 16.00 (2) grid ,0440 0.53 12.12 Egress 20.09 31.80 4.50 5.30 118.19 0.516 NOTES Egress/ grid Safety gl. (1) Egress rfy (2) obscure 10.12 3.80 6.92 1 3/2" 0.224 MILGARD MPG E PIKE Solid urethane 16 WEIGHTED "tr GAS DOORS GHTED 'U GAS WINDOW MANUFACTURER DOOR 1ANUFAGTURER I!� 11-II IIIII -7l �o .00-p l OWNER: )oR W044A5 /4/C PLAN it: 160I A HEATED FLOOR AREA: 1605 r tf CHAPTER 5 COMPONENT PERFORMANCE APPROACH RESIDENTIAL OCCUPANCY/ OTHER FUELS GROUP R OCCUPANCY TARGET UA TARGET ASSEMBLIES FLOORS (R -19) CEILINGS W /ATTIC ( R -30) CEILINGS VAULTED (R -30) GLAZING 15 % OF FLOOR AREA (U = .65) WALLS (R -19) DOORS ( R -2.5) SLAB ON GRADE (R -10) RIGID 2.0 ft. BELOW GRADE 3.5 ft. BELOW GRADE 1 ft. BELOW GRADE TARGET TOTAL 999 COPYRIGHT © JADE UNAUTHORIZED REPRODUCTION OR USE 15 PROHIBITED AND PROTECTED BY FEDERAL LAW JOB *: GROSS WALL AREA: .041 950 .036 .034 .b50 .062 .400 .540 .045 .690 .041 .640 .03 AREA G50 240.5 1311 31.'15 .510 UXA 33.95 34.2 156.5 112.3 15.1 351 INTERIOR WALL (R -19) SLAB (R -10) F. INTERIOR WALL (R -19) SLAB (5 -10) F= INTERIOR WALL (R -19) SLAB (R -10) F= EQUIPMENT SIZING FORM D esign Heating Load DHL = (heated floor area) 1605 Minimum Required Equipment Size = DHL x 1.0 Maximum Required) Equipment Size = DHL x 2 Proposed Equipment Size (Output) ', A 6 CATHY ANDERSON • REGISTERED ARCHITECT 330 DAYTON ST. a5 • EDMONDS, WA. 98020 115 -6765 PHONE FAX 776 -6766 2031 14.33 22991:10 45953.59 25000.00 22991.10 DATE 2- 12- pry SHEET RECEIVED CITY OF TUKWILA A Apo Itleuln A �i��ii4 r hgtif NN14tl -'r 1 ,�x„rem ft tl6 NrN� iu lupillll '�'N�N'!�Ii�NNNµINrIwIFN p - ,.0,1<? r, A, , i' ,,,, s?i o''HUP����ffr'� to U � T p tattar Oa- fr! 'NrN:nu, 11_4_ PliA Si f `FRESH AIR ) ItrrArz KA NAL.FL.AAr WHOL Hous attAUS'r•— FAN .T.NrA a • /' E Iza 4Gd .z5 wy (rvw) 4c scRi=NED D r-AKE EXHAUST' asaRctir DAMPER 24 FrT . TIMv wrrr cry`c swITCf ., SUPPLY AIR ltriariks 0 MuruAL A RPLow ApJUSTmENT DAMPER h>1, n Cry FP (I7) EYHAUSr FAN= TERMINATION VENT -�^�—RETURN AIR• fi l7INSULATED DUCT R -8 ` 1 > SUPPLY AIR STALE, MO IS i E.XHAuS AIR I NTEGRAT E.D VENTILATION u 1 4 54R8 oft) GrRdJe i . - -.1 - I:. TAP Gc ' ,rrJIJ(L Iti if r f / I/Z 'x k1LE7 II W 121 J Z4'. a. �. /7 WIr1V .��.if CrX V I- ex..Ai' I-1k ! V I'1, 6, P2'' O. w�,� VA. t GP V,'2) I) P 1�IY '64 qA VV1 \ ‘1IIP • vrAw-rAl 1 t I /10a. 4LJ -'Ee-- rwLpse4 L.ln DINt 11 N41 ' 6) I, 7 (.'' � ' � � - 1. -11 r -"1 -11 4- iJVS I6IIn-.G.1JNa , ,,,,, h, - 1 3 I -�,J / 1 �I..� � / 7- 1`;A - -t (+�I U wfr - r L1IJP �.. .e see' = rxi7 / IZ » DG 1 , le r - ) -I v II -bb 6 I <4 &. tO /2 �� I�I C�� � a�� - -13 I I.J S ILL 14 HI Id' ri6kr7 I nIr•-H Jo�� Z)<4. 17.-f � w/ y 't .r.. c, ra, 0 - . IJ rr- E.NF - 1i 17 VI I I I�D�i(/ 7/'xu'$3�t," ,,viP6 tNGd IL xkc 1. %. N 7 4,..e IeI .&, 1-111--1 �t ►4 'inJP ,„00 �1 y1�f111kfIW )) Ii Pl - 38 J':2o 2 11-] - 2 W-- 10- 16-1. 4/4° --r;41. • NCI V I r>sr JS' " /21 'rte JAMES -ANDERSON DESIGN RESIDENTIAL hRGHITEG7URE ' SIG Arc. 1,(a 01 r � ¢ATHY ANDERSON • REGISTERED ARCHITECT 330 DAYTON ST..6 • EDMONDS, WA. .18020 T16 - 6166 PHONE FAX T16 -6166 - US4 SHEET i a nv •1 A -)nn1 REINFORCEMENT SCHEDULE HEIGHT IN FEET VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENT 2'. NONE REQ'D (1) #4 TOP BAR 2'TO < 4' #4 e 24' OZ. #4 e 24' O.C. 4' TO < 6' #4 e 18' O,C, #4 e 18' O)C" 6' TO < 8' #4 e 16' 0.C. #4 e 10' O.C. > 8' FNFITNF 11F TC;N RFO'Tl `FRESH AIR ) ItrrArz KA NAL.FL.AAr WHOL Hous attAUS'r•— FAN .T.NrA a • /' E Iza 4Gd .z5 wy (rvw) 4c scRi=NED D r-AKE EXHAUST' asaRctir DAMPER 24 FrT . TIMv wrrr cry`c swITCf ., SUPPLY AIR ltriariks 0 MuruAL A RPLow ApJUSTmENT DAMPER h>1, n Cry FP (I7) EYHAUSr FAN= TERMINATION VENT -�^�—RETURN AIR• fi l7INSULATED DUCT R -8 ` 1 > SUPPLY AIR STALE, MO IS i E.XHAuS AIR I NTEGRAT E.D VENTILATION u 1 4 54R8 oft) GrRdJe i . - -.1 - I:. TAP Gc ' ,rrJIJ(L Iti if r f / I/Z 'x k1LE7 II W 121 J Z4'. a. �. /7 WIr1V .��.if CrX V I- ex..Ai' I-1k ! V I'1, 6, P2'' O. w�,� VA. t GP V,'2) I) P 1�IY '64 qA VV1 \ ‘1IIP • vrAw-rAl 1 t I /10a. 4LJ -'Ee-- rwLpse4 L.ln DINt 11 N41 ' 6) I, 7 (.'' � ' � � - 1. -11 r -"1 -11 4- iJVS I6IIn-.G.1JNa , ,,,,, h, - 1 3 I -�,J / 1 �I..� � / 7- 1`;A - -t (+�I U wfr - r L1IJP �.. .e see' = rxi7 / IZ » DG 1 , le r - ) -I v II -bb 6 I <4 &. tO /2 �� I�I C�� � a�� - -13 I I.J S ILL 14 HI Id' ri6kr7 I nIr•-H Jo�� Z)<4. 17.-f � w/ y 't .r.. c, ra, 0 - . IJ rr- E.NF - 1i 17 VI I I I�D�i(/ 7/'xu'$3�t," ,,viP6 tNGd IL xkc 1. %. N 7 4,..e IeI .&, 1-111--1 �t ►4 'inJP ,„00 �1 y1�f111kfIW )) Ii Pl - 38 J':2o 2 11-] - 2 W-- 10- 16-1. 4/4° --r;41. • NCI V I r>sr JS' " /21 'rte JAMES -ANDERSON DESIGN RESIDENTIAL hRGHITEG7URE ' SIG Arc. 1,(a 01 r � ¢ATHY ANDERSON • REGISTERED ARCHITECT 330 DAYTON ST..6 • EDMONDS, WA. .18020 T16 - 6166 PHONE FAX T16 -6166 - US4 SHEET i a nv •1 A -)nn1 GENERAL CONSTRUCTION NOTES 1 ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS (1996) AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (1998). 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT /APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE - CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1- 800 - 424 -5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF TUKWILA. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION /SILTATION CONTROL PROCEDURES. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 10. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12 ") OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS -1). 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE - CONSTRUCTION MEETING. 12. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO. RS -14. 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'), UNLESS OTHERWISE APPROVED BY THE CITY OF TUKWILA. 14. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 15. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY; TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DRAWINGS" REQUIREMENT. 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14 ") WITHOUT ADDING NEW SECTIONS. 18. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAILS. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM. 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF SDR 21 OR 35 PVC PIPE TO MANHOLES OR CATCH BASINS. 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12' -6" FOR SDR 21 OR 35 PIPE. 21. BEDDING, BACKFILL AND CONSTRUCTION PROCEDURES FOR ALL STORM DRAIN PIPES SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA STANDARD DETAIL NO. DS -11. AND DS -12. 22. BEDDING, BACKFILL AND CONSTRUCTION PROCEDURES FOR ALL SANITARY SEWER PIPES SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA STANDARD DETAIL NO. SS -11. 23. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACKFILL PER WSDOT STANDARD SPECIFICATIONS SECTION 9- 03.14. 24. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT -OF -WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET, AS PER CITY OF TUKWILA STANDARD DETAIL RS -3. 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY (:NANf,rc FROM TI-IF A PPRO\ /Ffl PI AN WII I RFOiiIRR APPRCI \ /AI RROAA TI-IF OWNIFR FN(INIFFR A NTI THE f'.ITY OF CONTRUCTION SEQUENCE 1) ATTEND PRE - CONSTRUCTION MEETING. 2) FLAG OR FENCE CLEARING LIMITS AND INSTALL FILTER FABRIC OVER EXISTING CATCH BASINS. 3) GRADE AND INSTALL CONSTRUCTION ENTRANCE. 4) INSTALL PERIMETER PROTECTION (SILT FENCES, ETC.) 5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY. 6) CLEAR, ROUGH GRADE, STABILIZE SITE AND CONSTRUCT BUILDING. 7) INSTALL SANITARY SIDE SEWER. 8) INSTALL STORM DRAINS AND INFILTRATION SYSTEM. 9) INSTALL FILTER FABRIC OVER ALL CATCH BASIN GRATES. 10) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY STANDARDS. 11) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, PLASTIC SHEETING, UP EQUIVALENT. 12) INSTALL WATER MAINS AND UNDERGROUND UTILITIES. 13) COMPLETE FINAL GRADING AND PAVING OF ROADWAYS. 14) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 15) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 16) CLEAN OUT STORM DRAINAGE SYSTEM. 17) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE ALL ESC FACILITIES (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED. VICINITY MAP SCALE: 1"= MILES Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or - .rdinances, The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions cc revisions to these drawings after this date will void this acceptance and will erodes re a resubrnittal of reined dewing, for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: ' /of Other` GRADING AND EROSION CONTROL NOTES 1 WITHIN THE CITY OF TUKWILA, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. ALL AREAS OF ACTIVE EARTHWORK, WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS, MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. SANITARY SIDE SEWER CONSTRUCTION NOTES 1 THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 X 4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO CONSTRUCTION. 3. THE SANITARY SIDE SEWER SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND .CONSTRUCTION STANDARDS DRAWING NO. SS -1. THE CITY OF TUKWILA SHALL DO ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. WATER SERVICE CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO CONSTRUCTION. 2. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES AND METERS SHALL BE PER CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. WS -18 AND SERVICES SHALL BE A MINIMUM 3/4 INCH. THE CITY OF TUKWILA WILL INSTALL THE METERS. 3. ALL VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. WS -13 OR WS -14. EARTHWORK ESTIMATE CUT 30 CU. YDS PER LO FILL 30 CU YDS PER LOT ) /jo! ) 43 SHEET INDEX /' / O 2 SHEET 1 SPECIFICATIONS SHEET 2 EROSION & SEDIMENTATION CONTROL PLAN SHEET 3 GRADING & DRAINAGE PLAN I non c. PERMIT CEW. E-I Gzl c O U O O 0 tai vi vi Q a CD 0 z Ct to ro I I N rn N N N N In 0 I I 0 0 00 CV CV 00 z z J J J LT_ PROJECT NUMBER 00 -007 SHEET 1 OF 3 EROSION AND SEDIMENT CONTROL NOTES 1. The implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the applicant until all construction is approved and the site stabilized. 2. The boundaries of the clearing limits shown on this plan shall be clearly flagged by a continuous length of survey tape (or fencing, if required) prior to construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicant for the duration of construction. 3. The ESC facilities shown on this plan must be constructed prior to or in conjunction with all clearing and grading so as to ensure that the transport of sediment to surface waters, drainage systems, and adjacent properties is minimized. 4. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgraded as needed for unexpected storm events and modified to account for changing site conditions (e.g., additional sump pumps, relocation of ditches and silt fences, etc.). 5. Any areas of exposed soils, including driveway embankments, that will not be disturbed for two days during the wet season or seven days during the dry season shall be immediately stabilized with the approved ESC methods (e.g., seeding, mulching, plastic covering, etc.). 6. Any area needing ESC measures not requiring immediate attention shall be addressed within fifteen (15) days. 7. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within forty -eight (48) hours following a storm event. 8. At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment -laden water into the downstream system. 9. Stabilized construction entrances and driveways shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as wash pads, may be required to ensure that all paved areas are kept clean for the duration of the project. 10. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of 2 to 3 inches, or 2 -3 bales per 1000 sq.ft. w EXISTING FIRE HYDRANT 0 CLEARING LIMIT cap 0 O 0 w w 30' 1 0 2 y • I 011 1 Ii 0 L `I I ,„,,,.. — E XISTING UTILITY POLE ilk I:I G 10 EXISTING GAS LINE GRAPHIC SCALE o za b \ 7 o EXISTING SANITARY SEWER ( IN FEET ) 1 inch = 10 ft. 7� In CT G G G EXISTING CATCH BASIN VANED GRATE: 100.00 IE(12 "DI): 97.90 INSTALL FILTER FABRIC OVER CATCH BASIN OPENING ELEVATION DATUM: ASSUMED BENCH MARK: CATCH BASIN GRATE EAST OF LOT 42, ELEV. = 100.00 NOTE: 1. PROTECT EXISTING SANITARY SEWER LINE TO LOT 37 DURING CONSTRUCTION. 2. EXISTING CONDITION OF LOT 36, 38, 39 IS A LAWN. EXISTING TREE HAS BEEN REMOVED 30' Lot 36 20' -0" PROPOSED RESIDENCE F.F. 102.5 PROPOSED GARAGE F.F. 101.9 !STING CONTOUR AND FINAL CO TOUR ARE THE SAME INSTALL TEMPORARY SILT FENCE (PER DETAIL) AS NECESSARY EXISTING RESIDENCE TO REMAIN PROPOSED RESIDENCE F.F. 102.5 PROPOSED GARAGE F.F. 101.9 LIMITS OF CL AR N Lot 39 — 20' 0" I -T I PROPOSED GARAGE F.F. 101.9 PROPOSED RESIDENCE F.F. 102.5 NQ% G w 100 • S === INSTALL STABOLIZED CONSTRUCTION ENTRANCE PER DETAIL FILTER FABRIC MATERIAL 36" MIN WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABIC TO WIRE. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. 2 "x2" BY 14 GA. WIRE FABRIC OR EQUIVALENT BURY BOTTOM OF FILTER MATERIAL IN 4 "x4" TRENCH PROPOSED 28' UTILITY EASMENT INSTALL FILTER FABRIC OVER CATCH BASIN OPENINGS 1 24 "MIN 12 "MIN 36 MIN 6' :MAX. -2 "x4" WOOD POSTS, STANDARD OR Be I It R O R EQUAL ALTERNATE: STEEL FENCE POSTS FILTER FABRIC MATERIAL 2 "x2" BY 14 GA. WIRE FABRIC OR EQUIV. IN STANDARD STRENGTH FABRIC IS USED 4 "x4" MIN. TRENCH. BACKFILL TRENCH WITH NA SOIL OR 3/4" WASHED ROCK NOTES: A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER. 10 AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (S.HFRT FEASnR.E). THE FENCE PJSTS SHALL BE SPACED A MAXIMUM OF 6 FEET "ART AND DRIVEN SECURELY IN' 0 THE GROUND (MINIMUM OF 12 INCHES). C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES WIDE AND 4 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 12 INCHES OF THE FABRIC'S SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC'. SHALL NOT BE. STAPLED TO EXISTING TREES. F. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH. A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE E APPLYING. G. THE TRENCH SHALL BE BACKFILLED WITH NATIVE SOIL OR 3/4" -1.5" WASHED ROCK H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED I. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE'. IMMEDIATELY. MAINTENANCE: ANY DAMAGED OR CLOGGED FENCE SHALL . BE REPAIRED/REPLACED IMMEDIATELY. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT DEPTH IS 6 INCHES OR GREATER. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. SILT FENCE DETAIL NOT TO SCALE Z 4" MIN —I 2 "x4" WOOD POST-/ ALT: STEEL FENCE POSTS 12" DEPTH' "". "4 " -6" QUARRY SPA GEOTEXTILE FABRIC UNDER QUARRY SPALLS (MARAFI 60OX OR EQUAL) STABILIZED CONSTRUCTION ENTRANCE NOTES: 1. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. THE QUARRY SPALLS SHALL BE PLACED TO THE SPECIFIED DIMENSIONS ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. AGGREGATE: 3" TO B" QUARRY SPALLS PER WSDOT STD. SPECS. SEC. 9 -13.6. 3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 12" THICK. IT MUST EXTEND THE FULL WIDTH OF. THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE AT LEAST 100 FEET. 4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT WITH THE ROCK ENTRANCE, THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBUC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE. 5. MAINTAINENCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC, RIGHTS -OF -WAY. THIS. MAY REQUIRE PERIODIC TOP DRESSING WITH 2 STONE, AS CONDITIONS DEMAND, AND REPAIR AND /OR CLEAN OUT OF ANY STRUCTURES USED TO TRAP. SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS'.. MUST BE REMOVED IMMEDIATELY BY SWEEPING. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. STABILIZED CONSTRUCTION ENTRANCE '. '. NOTTO SCALE 36 "MIN RECE ". cm of -i CO O z O U z W !�1 A W CO \ z o C I F-I U1 O z 0) PT H- O J 0 O N 0 0 Z J LL co N7 H- O -U 0 0 O N ES 0 Z J LL m 0 CO L PEo:Ivc0I -n SHEET 2 OF 3 LOT LOT 39 LOT 38 LOT 36 AREA ROOF AREA DRIVE & WALK AREA TOTAL IMPERVIOUS AREA TAX LOT NO. 3000 SQ.FT. 1242 SQ.FT. 574 SQ.FT. 1816 SQ.FT. 017900 -0201 3000 SQ.FT. 1242 SQ.FT. 574 SQ.FT. 1816 SQ.FT. 017900 -0200 3000 SQ.FT. 1242 SO.FT. 574 SQ.FT. 1816 SQ.FT. 017900 -0195 i o NORTH U U IE =88.39 0 ISTJNfrWATER METE TO REMAIN PROPOSED RESIDENCE F.F. 102.5 PROPOSED GARAGE F.F. 101.9 PROPOSED RESIDENCE F.F. 102.5 PROPOSED GARAGE F.F. 101.9 PROPOSED GARAGE F.F. 101.9 •EXISTING 6" PVC • SIDE SEWER. S= 2.00% TYP .. EXISTING RESIDENCE TO REMAIN 12223 -43RD S PROPOSED 4" PVC SIDE SEWER TO LOT 37 PROPOSED GAS SERVICE LINE PROPOSED UNDERGROUND POWER, PHONE & TV CABLE INSTALL 1" POLY WATER LINE (TYP) 200 PSI DRISCO PIPE 1 -4" PVC WYE 1 -4" PVC CLEAN -OUT INSTALL NEW WATER METER AND SERVICE CONNECTION PER CITY STANDARDS (TYP) 1 -6" WYE 2 -6 "x4" REDUCERS 6" PVC SIDE SEWER 6" PVC CLEAN -OUT 6" PVC TESTING TEE 6" PVC WYE 6 "x4" REDUCER / 0 3RD: AVE 30' I Lot e 38 Lot 39 20' -0" EXISTING FIRE HYDRANT BUILDINGS WILL BE SLAB ON GRADE rr DOWNSPOUT CONNECTION POINT (TYP) w GRAPHIC SCALE ( IN FEET ) l inch = to ft. EXISTING CONTOUR AND FINAL CONTOUR ARE THE SAME 10 4" PVC TIGHTLINE TYP SLOPE =2.00% MIN. 4" PVC SIDE SEWER 4" PVC WYE 4" PVC CLEAN -OUT EXISTING SIDE SEWER TO LOT 35 TO REMAIN 10'x10' SEWER EASEMENT IN FAVOR OF LOT 36 6" PVC SIDE SEWER 6" PVC CLEAN -OUT 6" PVC TESTING TEE 2 -6 "x4 "REDUCERS (7.1-, INISH GRADE SPOT ELEV. EXISTING UTILITY POLE 0 IE =88.08 w w IE =87.40 • STA. +W ELEVATION DATUM: ASSUMED BENCH MARK: CATCH BASIN GRATE EAST OF LOT 42, ELEV. = 100.00 30' Lot 36 — 20' -0" PROPOSED RESIDENCE F.F. 102.5 EXISTING GAS LINE CLEARING LIMIT IS THE PROPERTY LINE .b P I X61 �O ORTN EXISTING 8" PVC SANITARY SEWER 5= 0.40%' TYP SE 1/4, SECTION 10, T23N, R4E, W.M. NOTE: THE EXISTING SIDE SEWER TO LOT 37 WILL BE RELOCATED AS SHOWN ON THIS PLAN. IE= 87.71. STA. 76+35 . EXISTING CATCH BASIN VANED GRATE: 100.00 IE(12 "DI): 97.90 0 G - ) G 1(D/ PE INSTALL MAIL BOX STRUCTURE FOR 4 BOXES PER TUKWILA STANDARD, DRAWING, NO. RS -6 EXISTING DISEASED/DANGER TREE PER OWNER, HAS BEEN REMOVED EXISTING 'UTILITY POLE G 48" S S EXISTING 6 PVC " . SIDE =2 . SEWER S 00 %_'�TYP • • 1 7 00F DOWNSPOUT :VFRFLOW SIDE SEWER CROSSING MUST BE 24" LOWER THAN STORM PIPE PROPOSED 4" PVC SIDE SEWER WITH CLEAN -OUT TYPE 1 CATCH BASIN (TYP) VANED GRATE: 101.50 IE: 97.50 48" DIAMETER DRY WELL PER DETAIL INSTALL WATER METER AND SERVICE CONNECTION PER CITY STANDARDS FLOW 1/4' MESH SCREEN ON PIPE INLET PROPOSED 4' PVC SIDE SEWER WITH CLEAN -OUT PROPOSED 28' UTILITY EASMENT PROPOSED GAS SERVICE LINE 100 OVERHEAD UTILITY LINES NOTE: 1. SANITARY SEWER CLEAN —OUTS SHALL BE EXTENDED TO FINAL GRADE PER TUKWILA INFRASTRUCTURE STD. DWG. SS -2. ,I -6 EXISTING 12" D.I. STORM DRAIN FLOWING NORTH EXISTING 8" DI WATER MAIN W r TYPE 1 CATCH BASIN , 7 WITH VANED GRATE INSTALL 24' - #4 REBAR AT CENTER OF DRYWELL FOR FUTURE LOCATION 4' PVC S =2.00% 12'MIN. a 18 DRY WELL DETAIL SCALE: 1"=2' 48" 6" MAX. 4' -4' LEACH BED TUBING ON LEVEL GRADE FILT_R FABRIC LINER �— ON SIDES AND TOP OF DRY WELL OVE SEASONAL WATER TABLE CTIVE LAYER DRAINAGE PLAN NOTES: 1. STORM WATER RUNOFF FROM THE ROOF AND DRIVEWAY AREAS FROM EACH LOT SHALL BE COLLECTED IN A TYPE 1 CATCH BASIN AND THEN ROUTED THROUGH A 4" PVC PIPE TO A DRYWELL. 2. A MINIMUM OF TWO DRYWELLS WILL BE INSTALLED ON EACH LOT. ONE FOR EACH 1000 SQ.FT. OF ROOF AREA. 3. THE ELEVATIONS OF THE RESIDENCES AND DRYWELLS ARE THE SAME FOR ALL LOTS. 4. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION. 5. A SOIL LOG TEST HOLE WAS DUG ON EACH OF THE THREE LOTS AT THE LOCATION OF THE PROPOSED DRYWELL. THE SOIL TYPE AND STRATIFICATION WAS THE SAME IN EACH TEST HOLE AS FOLLOWS: 0 -3.2' BROWN SILTY FINE SAND 3.2 -9.0' GREY /BLACK MEDIUM SAND NO WATER TABLE ENCOUNTERED ON 3/29/2000. SCS SOIL CLASSIFICATION: URBAN LAND 6. ALL PVC PIPE SHALL CONFORM TO ASTM D- 3034- SDR35. LEGAL DESCRIPTION: LOTS 36, 38 AND 39, BLOCK 1, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY KING, STATE OF WASHINGTON. EXISTING CATCH BASIN - VANED GRATE: 99.5 IE(12 "DI): 97.40 00fr012 clTV OF` PERMIT CENTS MINIINIONIMMW of 00 In V) O O J J I. 0) N N O 0 N N 0 0 O O Z J J CE LL to 0 N N to O O J J SHEET 3 OF 3