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Permit D01-011 - DOAK HOMES - 12219 43RD AVENUE SOUTH
D01-011 Doak Homes 12219 43 Av S City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukv. ila, Washin,f ton 08188 Parcel No: 017900 -0200 Address: 12219 43 AV S Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: DOAKHI *092NZ OCCUPANT OWNER CONTACT CONTRACTOR WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit Center Authorized Signatu Barr . }.g°`;>ta*:: +s,v; citi ;sc �... r •..: r. DEVELOPMENT PERMIT .0 South: .0 East: .0 West: .0 Sewer: SEPTIC Slopes: N Streams: DOAK HOMES 12219 43 AV S, TUKWILA, WA 98168 DOAK HOMES INC 11917 4 AV SW, SEATTLE WA 98146 DARRYL DOAK 11917 4 AV SW, SEATTLE, WA 98146 DOAK HOMES INC. 11917 4TH AVENUE, SEATTLE, WA 98146 * k***************** * * ** * * * ***** * ***** * * *k*k *k * * *k* *kkk * * ** * * *kkkk *k* * * * * **k* * * *A k *k* Permit Description: CONSTRUCTION OF A NEW 1,699 50 FT SINGLE FAMILY RESIDENCE, 416 SO FT ATTACHED GARAGE AND 80 SO FT UNCOVERED DECK AREA. PUBLIC WORKS ACTIVITES INCLUDE: SANITARY SIDE SEWER, WATER SERVICE, 3/4" PERMANENT WATER METER, STORM DRAINAGE, ACCESS, TEMPORARY EROSION CONTROL, STREET USE FOR UNDERGROUND POWER,AND LAND ALTERING ** k***************************k ** * * * ** * * * * * * * ** * * * * *k * * * * *k *kkk * * * * *k *k * *k* *kkkkk* Construction Valuation: $ 155,351.70 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: DHM Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: Land Altering: Y Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: Sanitary Side Sewer: Y No: 1 Sewer Main Extension: N Private: N Storm Drainage: Y Street Use: Y Water Main Extension: N Private: k* * *k ** * ** * * * * * * ** * *k * * *** * * ** * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,577.13 ************* k******* ** * * * * **k **k * * *k * **k * * * **k* * * ** Permit No: Status: Issued: Expires: End Time: (206) 431 -3670 DO1 -011 ISSUED 03/27/2001 09/23/2001 Occupancy: DWELLING UBC: 1997 Fire Protection: Phone: Phone: 206 - 246 -6587 Phone: 206 - 246 -6587 Phone: 206 246 -6587 End Time: 30 Fill: 30 Public: N Public: N k * * * * k * k * k k * * * * * * * * k * * * * * k k * * * k * k * k * * k k * *kirk * * * k * k *kkk * k * * * * * k k * 114 it.,<./ai Date: 3 I hereby certify that I have read /,2('"nd examined this permits and know the same to be true and correct. All pro isions of law an ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. 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. Ads: • 7. ". Tenant: Tyoe: DE Parcel , .)1796C-0 .) C , 0 Issued: Ark kItiA,411 A A AA At AA AliALA* I A Ar *1(1,414 A 4 4 A 44 A 4 A A A **AAA iA A( X .444 4 4 4 4, X X, A Ar k x 4 Permit Conditions: 1. No changes Will be made to the b En9ineer and the rut wila Puildin9 2. Engineered truss drawin9s and oalculations :hall be on and available to the building inspector for , nsoect , h purposes. Oocuments shall bear t7he seal •no a Washington State Profes.sional En 3. tiny exposed insulations bacilni Spread Pating of 25 of less. and material shail bear Identl- fIcation show the fire oerformance rAtino 4. All construction to be done in ..:i?nformjn;:e with ar.oro Plans and requirements of tne Uniforw Ct%de Edition) as amended, Unifcrm ;:ode and Washiniflon State Enerjv Code tl!. Edition;. 5. Plumbing permits 1Fha1 l be obtairied through !*he County Department of Public Health. riumLin,) inspected ty that a?ency. includin9 all 90: ( 6. Notify the City of TuLvilla Buildin9 l placing any concrete. rh• Procedure lh an requirements for special InsPection. 7. All wood to remain in piaced concrete sl be tieated wood. S. Validity of Permit. The issuance of a per:,,it or al„orovai pIa? zpecification.i... and comp6taton::: shall n.:*.t strued to be a Permit for. or an aufbrcv.11 . :v lat)o, Of any of the orovilon: of the buildinQ code of .Inv other ordinance of the furi:diction. f4o r pre:urain9 • give author ity to violate or , :.ancel the provIsi,:ns of thi: code shall be valid. 9. Electrical permits shall be obtained th..7.uQh the '&a:hintlton State Division of Labor end Industries And all elec.tri:Al worV will be in:oected bar that agency 10. There shall be no o of toe bui!dir) until the final inspection has been completed the T:4wila Inzpector. 21. All mechanical wort. :Mall be under separate bermir issued t. the City of Tukwila, 411 pet inspection i'ecordz. and aorw.:ved o;anz available At the iob :Ite the :it of 1truction. These documents are to Dt af.d avail- able until final inspecion ApprovAl is 13. CONTRACTOP SH N 8Li.. OPL: TI TT INf.PEf...Tf20 VILLANHPVA i:OMMENCriENr , ..'OMPLEr1N OF WORt. ;:AT LEA 24 HO'JP: J Crk.INf:E 14. remporai control o,;easb(es !: ', a: is4o7L:Sia,4. Arie' OA, •AA A ;" Iliff- A the ftr-$ order of businei,:. to u :edimenta!:ftr, site or Into exi:tin. draina9e faci;itIes 1!'•.. The site ..5hall have vermanent , :ontro; lh , place A: oon a poT:g,ible After final 9f bet?r, .Y(.!.ompleted ar;d orio: to the Final lisve..:tion. vpr1. traffic flow::. shall be o.o •tistitti the City Utflitl:e..f, ';into plan: 'zutimitted to the In..7oe 17. Any material :pilled onto 4.tly '..1.treet 1 cleaned ur .immediately. 1t3. Hauyin9 over Co it zha1 equire auoon H1 in Per'mit prior to any az...Aociated activitv. 19. FROM ocroelER 1 THROUGH ArPIL 30. COVER A10 SLC Ai STOCKPILES THAT ARE 31411V OR STEEPER AND HAVE A VERTICAL RISE OF ]O FEET OP MORE AND WILL BE uNWOPrEC ECT 1 3,REPTER THAN 12 HOURS. DURING rHs TIME PERIOC COVER OR MULCH OTHER DISTURBED AREAS. IF THEY WILL 13E 04 morE THAN 2 DAYV COVEREO MATERIAL MUST BE STOCKPILE1 ON SITE THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS, STABILI:ATION WEEKLY AND IMMEDIATELY EBF0PE. f ANC IMMEDIATELY FOLLOWING STORMS. I hereby L'ertify that I with them a's outlined, Al1 20•..1 thi.s work will be comolied v;Ith. 9.0hethe 0r r!::r. The prantiny of thls pecmit Joe: ilor 17,i*e'z'ul:e cc violate or canoe the povi:ion': of 6: w..)1 or cequlatin9 con:truction wori_ FROM MAY 1 THROUGH SEPTEMSEP INPECT ANC; MAINTAIN TEMP": EROSION PREVENTION AND SEDIMENT AT LEAST M9eTHLY. ALL DISTURBED AREAS OF THE .:A :HALL BE PEPMANENTLV STABILIZED PRIOR TO FINAL CoNSTPUMO• FROVAL ;" 1 t 1 a Pl - 174etaia , • woi. VAN.• • .4 Project Na - enant: _ tt r t .. '. ,U Type of work: TaNew Single - Family Residence ❑ Addition - Single- Family Residence ❑ Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure' ❑ RemodeVAddition 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) Value of Construction: sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Site Address: 4l /r sq. ft. Garage /Carport sq. ft. Accessory Structure(s) re) sq. ft. Uncovered Deck t City Sta -Rips > Tax Parcel Number: 0 ' o o -- U; DU Property • , er: .,. I. avc 'For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling Phone: 've -'5_ S' '7" Street Address: [ / j� Ave' i ' I — l / vl Av' , . '..ii - ity State /Zip: ' / Fax • # ` 5 ,2 *e Contractor Phone: Street Address: . 6 — L "Air <_' Cel I -�,-"' City State/Zip: : Fax #: 2 e6 - 2 , - 7 ,, it ` A .'4! Phone: m Street Addres : ( / I e City State/Zip: Fax #: Engineer. _ ,. i A v , , L Phone: 9 S' y' S 0 ' Street Address: • ' 6/. _ .. -- • L Q ,, • $d City State/Zip: _ L .. Fax #: S /J Co : ct Person: air. ' . — / • L 1.-+ Phone: / ` .. Street Addre- -: - L /i IL. - e �, N Ar ' , City State/Zip: r Fax #: 5.),7,4-e. Description of work to be done: ose / New )on, e col 4.„ 6,ti' ' L/,'sceee Type of work: TaNew Single - Family Residence ❑ Addition - Single- Family Residence ❑ Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure' ❑ RemodeVAddition 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: 16' 7 9 sq. ft. Dwelling sq. It. Covered Deck(s) 4l /r sq. ft. Garage /Carport sq. ft. Accessory Structure(s) re) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) P. 7 d '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 TUb. WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 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 <,74 3 F APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined b the Public Works De ❑ Channelization/Striping Qr Curb cut/Access/Sidewalk ❑ Fire Loop /Hydran ❑ Flood Control Zone ❑ Hauling to Land Altering: 0 Cut ❑ Moving an Oversized Load: Start Time: End Time: Sanitar Side Sewer #: 1 ❑ Sewer Main Extension 0 Private 0 Public Storm Drainage a Street Use El ater Main Extension 0 Private 0 Public - Water Meter /Permanent # • Size(s): '3 it ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: Miscellaneous A-(/ "�. R STAFF USE ONLY Project Number: 0 Permit Number: t01` 0 t artment ain to vault) #: Size(s): cubic yds. 0 F1113 (7 cubic yds. Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Datelica�o�exp rV Applicc tipy, taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 BUILDING 0 . NER OR AUTHORIZED AGENT: Signature: JIMI Date: 7 Print name: :. L' e � t� / �� SL.- 'hone: • . . Fax # :57, Address: l t 9/ 7 - 1 n2-0 - 5:4) it /State /Zi vtr 4,Ye- P: e 9AL 9,e/4// ALL SINGLE - FAMILY RESIDE L PERMIT APPLICATIONS MUST B UBMITTED WITH THE OLLOWtNG: DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL A 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 1 8, 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 /OH /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 ". Building 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 kAAN***AAAAA*AAAA4NNAAA4A*+ii*44.441/488A . C1TV OF TUINILA. Wk 4*4*kk**4A4 -t8A*AA TilAtIE;MIT Oumbr: 10100 kmcivnt: P:tvment Method: CHLCg Noi;ltIon: imo,g 14omci Pqrmtt No: DOt-q11 DEVPERO IY,OPMEdf PEPOIr Pkrcel No: 0.1."90(-0::0 A(Jdrq43: 12:21 43 AV 3 rGtil F..-?(-, Thit Pto.ment 1.7:: lotvi ALL Vootts, 3tIvI(: : ..)0 Account Cod Ot. AllIcItor, 000/322.10C UUILVING - PU.... Q00/345.8 PLAN CHECg - uftLire ..;.,;() 000 PLAO r.HECK - WWTEk MEW, .1.0. 00V386.904 vpirE 0..JILDI14ri 3URCHAR6E 000/242.400 ItEir FEE - WILI1Y 41.2/342.400 tNSP FE - srolio GRaca ::.00 402:'42,400 INSF FIL - E.ME 401.38R.1.02 wortA coNolicrIH 401/38C.520 WkiCP 1NErIALLPIT100 F ':.0.t. 401 342.400 worth Edt3PECTION 401/;43.405 WWILF 1Ukt4-01' FEE: 000/322.100 LAND ALIEVA6 PER0( 1 PEE ''.,)) 000/:445.E30 11:401. 1.11" PLAO CHECI ....;) ',..)( —e.1.4rm • TOTAL z • v*k******k*AeekkkiA** ** or* 41 /*A* k 'zhA 444/ 4* /* /*Pt k 4 4JT VtAk'f 0, 1 k**/ CITY OF 1UKWILA. WA 4 h***************ick*** ***.#* *At**kA4441**44/tazizt*k*t\*+kktikik ITANSMIT Number: V0100132 Amount: 01/l!QJ 13::;7 Payment Method: CHECK Not3tion: OARRYL 000K ru) Permit No: 001-011 Tye: DEVPCRO OE' 1 Parcel to: 017900-0200 Site Addresq: 12219 43 AV 5 rotAl F!..?e!i 14.8U7..23 lhiL Payment 12.:i70.60 lutal ALL Vmtb: 9,41,tnce: l.tzut.A:5 Recount Code • 401.389.104 • 402.308.104 Deicriutron W4FE ASUSb-ALLENTOWN SEWER A35ESS-ALLENTWU I . - . . 0 8 . . Tfir AL. 371 !..1 f **•44 *' * *•k * *** *4 ** * * *4.4 1A *A.4 4•.44 *h4 *44 4 4-.44 414 4.4.k44** 44 *** 4.4 4 4-t*4 t� CITY OF 1U CIA 1l TF�Nr ..M11 4+F�4y ***k�4�4�F**** * **:4,4*** :4AQ): � *'r*.44rAAki.4�4.4***.44* ** kt#i TRNNSMTT Number: k01000t,7 NrRurit: C4' 01/1/‘ 0) Pavursnt Method: CHECK, Notation: I ?OAK HO1E3 INC Io 1 t: NA Permit 1N©: DOt-011 7vLn : l ?EVPERM i }EVIiLOPi1Ei; t PERMIT Parcel No: 017900-0200 Location: 122X.: 43 AV 1 (-o G .; S F ei a ri . .. . t:1 . b 3 1 h i t P t,vrent C49.78 loti,1 ALL Pints,: C4 dal:tnce: L.211.i35 ********* 4** * **•k*4*.********4 ** *4 *4+4*3 *4* **4 * *.! *A4**444* W*•. Account Code Deco i at i ar rirAomn t 000/345.830 PLAN CHECK - I:ES 049.7C r . it ?' j0 TOTAL ''-40 INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 P v. 1`4 Cynle .� A�1es�, 113 f _S Special iinst �Ictions: CO Approved per applicable codes. MENTS: • Inspecto INSPECTION RECORD Retain a copy with permit Date wa f - Inspectip ! ster: /c (rV Phone kj / --1`& PERMIT NO. (206)431 -3670 Corrections required prior to approval. 1,9 F4-74 Date: �/ 7-62/ El $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter B d., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Hoy, e Type of Inspection: F i n a I Address: i 22 i q 43r Ave S Date called: 11_1_ U 1 Special instructions: 1thfI61 Re 1 Cha y ' t -IA f. t/n 0 / LAt. (,4/`.Q"'n 11 8 0 ! -- -,t- L 'U\ 7 a l jil 4 P ✓(t Lib Oi Project " boa K Hoy, e Type of Inspection: F i n a I Address: i 22 i q 43r Ave S Date called: 11_1_ U 1 Special instructions: Date wanted: I 1-g-01 a`m.,,, p.m. Re 1 Cha y Phone: 2U6_ 571_ s86 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southeenter Blvd, #100, Tukwila, WA 98188 Do PERMIT NO. (206)431.3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: 1 ? g/a El $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: Project: ' oct K„ E c- H S Type of Inspect' n: < _ ,11. - ? cc 4- 1..r .s apt-- Address: 1 11 I -7 .S Date ca led:,/ I C 1 C' 1 w nted Date . in/ C I .. . Special instructions: R ester: Imo t C h' r" C`( Phone: 4 — .2Z -Stn INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 t 4,peroved per applicable codes. COMMENTS: spect eipt No: INSPECTION RECORD Retain a copy with permit Date: I -C11 (206)431 -3670 Corrections required prior to approval. r ,A7.00 R EINSPECTIO FEE REQUIRED. to inspection, fee must be paid at 6300 Southcenter Proie› 4.. 0 t, i1/4.„ if s Type of ipspection: .. A \ (-- I_ -P0A Jel) d.ress: Da e 'died: 0 Special instructions: Da e jqnted . 0 i a.m. p.m. ReqyAster: , K \( h ti y c Phone: :7 ( fr -57/ ) ,(0,7 he."447 X ivattat 41k ' 7. cvo INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 pproved per applicable codes. Corrections required prior to approval. COMMENTS: 1 111p.ve.7.„ Inspector: INSPECTION RECORD': Retain a copy with permit Date: PERMIT NO. (206)431-3670 $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: c.) 0 co 0 ujO U.< —0 11 D O • ( • L 0 t- tu g u , z Le Y2 0 P . Typ • ofIns • i •J . - l A•dress: , , 4° * All a Date called: • 0 1 S.ecial instructions: - Date wanted: 4151°. • • Requelifc,. , ICJ ChaA Pl a66) 5 - 7i -.V-Ve Approved per applicable codes. COMMENTS: Inspector: INSPECTI614) ECORCr` l b) _ (I Retain a aipklifith Perm CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, 0100, Tukwila, WA 98188 Date: PERMIT NO. (206)431-3670 $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Corrections required prior to approval. Receipt No: Date: Project:1 `i i ba `110111!" T of Inspection: t rc, m t v Address: Date called: Special instructions: 14 1' L' ` r 1 Date wanted:i /� a.m. ?2 CIVii Requester Al ►clArkvA Phone: )1)(h . .S11 — .2.. 510 08 INSPECTION NO. Approved per applicable codes. COMMENTS: INSPECTION RECORIO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 f Dp1 0 I 1 PERMIT NO. spi (206)431-3670 Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: l oci L 11 CYmPS Type of Inspection: ( , 0ICA7tri Address: L ._ Date called: IQ ► - 0 Special ins ructions: Date wanted: a.m. I Q' 1 j'O l .m. Requester: A erts Phone: 0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. J Corrections required prior to approval. COMMENTS: Inspector: $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECOR Retain a copy with permit b0i- o t PERMIT NO. 3 (206)431 -3670 I Date: Project: CGt 1 K Type of Inspection: / v f (t l I l ', t r, r .! , t jr / �� 113 4 l Date all: Special instructions: Date ante; a.m. Req ter: / `�-- /Vi r (2rI Phone: 2( - 5 7/- Z 2.f '(n INSPECTION NO. INSPECTION RECORIIO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 spectttr: fx/-- c/,' PERMIT NO. (206)431 -3670 pproved per applicable codes. Corrections required prior to approval. COMMENTS: fv .__:b S : ,,J c., 1 b., I nu Lek. � .a- - C? Date: S-6 $}7.00 REINSPEt EION FEE REQUIR,O. Prior to inspection, fee must be paid Alt 6300 Southcen er Blvd., Suite 100. Call to schedule reinspection. eceipt No: Lt•c 44.+.v lott Date: Project: I )o a... lt`t', pe of Inspection: &rot * 0.Hr ,. t Date c. • `: f / / Address: D 19 3 L Special instructions: Date wanted: J ob, ii Reque ter: �,p IC-4_14i ..4�' one: �OLip 571 -- erg.La -O INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ,\Approved per applicable codes. lJ Corrections required prior to approval. COMMENTS: n • ector: .00 REINSPECTybN FEE REQUIRE Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: L2..� LT r4'4i Cc, Date: PERMIT NO. (206)431 -3670 Project: DOciK Horn Type of Inspection: 1i ` ` , p Address: 1221'1 LI 3 rJ Ave S - Special Date called: 5- 01 :1 O' Date wanted: 5-41-o m p.m. instructions: Requester: i eha rd Phone: 201,-571 - 22g i, a INSPECTION NO. COMMENTS: fJ Approved per applicable codes. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 DO PERMIT NO. (206)431 -3670 Corrections required prior to approval. 5-m ( 0114--), (.44? 72) // Inspector: Date: IY 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspection: dratr+a3c, vau14. Address: 17.21q 43rd Ave Date called: 5"-q -0l Special instructions: 5 o . � 5 _' t , r S rI k. c — t 1 / /(A e4 ‘,0i/t -� (f 1 / ( .A.P,■#1 G 1 4 (41 1 0-CI& 5 Line O/ 6 . 0 V C L. ♦ ,,_ / R i) ?&h sz ( 6/5, ( _il P t/ GU CiLeA v-e 14. —,t_ ! SIC ., -/ ' `' Atli 0 f 7?) G"Cltr -1 . Project: D oa k � Onze 5 Type of Inspection: dratr+a3c, vau14. Address: 17.21q 43rd Ave Date called: 5"-q -0l Special instructions: Date wanted: S — ID -01 m. Requester: n ichar Phone: 571-223/0 INSPECTION NO. J Approved per applicable codes. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100; Tukwila, WA 98188 [Receipt No: INSPECTION RECOR Retain a copy with permit Date: 0 011 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: llz Date: 5 / 1 d A $47.00 REINSPECTION FEE REQUIRED. Prior to,inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Type of Inspection: sewer CohnecftoJ Address: I n 19 I3 r ` Ave S Date called: 5-3-01 Special instructions: " Date wanted: 5-14-0i a.m. Requester: Richard StrtcK6rd Phone: X71 -228b C . ' `) ' A . 2 2. /3 b4 a.rr S. sli Z t„ LI Sian C,1 22./ 9 1 1; Co `► t2-217 Aiw>llu C /C /y, .t,c ti/ v o1 2 Na t Project: y 4A Homes _ Type of Inspection: sewer CohnecftoJ Address: I n 19 I3 r ` Ave S Date called: 5-3-01 Special instructions: " Date wanted: 5-14-0i a.m. Requester: Richard StrtcK6rd Phone: X71 -228b SSS Lo INSPECTION NO. Approved per applicable codes. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ::wu,�. ;.ern =s;��:; �•:x� -..,x- . - <.; Doi-cm PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: 6\l Date: 1 '1(0 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspection: lA) ill Address: 2 2_1 ''. xy9 erk- Date called: i rn 51 / Date wanted: 111124/6/ wk.: s i i4,tCkJ, (A) Requester:\ ,I Li i t A 1 I A-61A " ts,, a...L.A.„ - Th _O 0 p C) ic: / .1 r ( — QA i Project: n 1.100- 1 C- Type of Inspection: lA) ill Address: 2 2_1 (43 Av Date called: i rn 51 / Date wanted: 111124/6/ Special instructions: Requester:\ ,I Li Phone: 511 - 1-2-F0 INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0( I PERMIT NO. (206)431-3670 Approved per applicable codes. Corrections required prior to approval. [Inspector: : Date: Eli $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 NO. Approved per applicable codes. CO ` ' ENTS: Inspector: Receipt No: INSPECTION RECOR Retain a copy with perms • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. Date Corrections required prior to approval. 547.00 REINSPECTIO . REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: t: AC .... (r. ♦ AL. A. Type of Inspection: ..v f'- d:.-"' - Ac dress: P, SO. Date call 5:/ 513 Special instructions: Date wantgd: ! t D t p . uest r: 5 - � fdz i G�.rv�, ron 5,1 1 INSPECTION NO. Approved per applicable codes. CO ` ' ENTS: Inspector: Receipt No: INSPECTION RECOR Retain a copy with perms • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. Date Corrections required prior to approval. 547.00 REINSPECTIO . REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Pp ect: 00 . it° ,5 T pf In,pecti: /6 f9 .L119/( ddress: odiq ... s, a e c led: Special instructions: Dat wanted: j (.m. R eq Dr4 v Phone: 7f- 22z D - ON 03 INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431-3 COMMENTS: Approved per applicable codes. Corrections required prior to approval. Inspector:I Date: — 30 I $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: ''..•*4 • it 2 00 coo ma. Luo uJ / < cn 2 § W w ° L 0 . z al 0 Project 1 11 T T e of Insp tion: G ' Address: 1 Date ca ed: Special instructions: D /L G 1/1711 L Date ted: a.m. Re ulster: R rte Ph11e 3 361G- INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. j Corrections required prior to approval. COMMENTS: Inspector Date: — ,J 3_ P ) Q 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: 'Y�+4�7 p.jti -Pa' ' .Y`�'w�" .4{4' • qA 1ai � .. S \'� i ' . •.0 :.'. ,:.�.. ....f.. PERMIT NO. (206)431 -36 • Project: �j► Type of Inspection: m Address: j - 2,7,4 i c in aye • Date called: Special instructions: Le.)t Date wanted: a.m. PP. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: (Inspector: INSPECTION RECO Retain a copy with permit 0*v Date: /1 PERMIT NO. (206)431 -3670 Corrections required prior to approval. 0 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1 A. - 140W ' l9 r 6 1 Z.. 0 CY t5 ' 3 r ' ' DI jet r D 7 / `-Lm. P.m. Special instructions: E t / 1 -- &(' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA; 981$ Approved per applicable codes. COMMENTS: INSPECTION RECOR [�./'I'" Retain a copy with permit Corrections required prior to appro PERMIT NO. (206)431 -367 $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: wiLl U W • ul to LL WQ D. 2 U n O N CI W W U. W Z O Z ACTIVITY NUMBER D01 -011 DATE: 05 -14 -01 PROJECT NAME: DOAK HOMES SITE ADDRESS: 12219 43 AV S SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 AFTER Permit Is Issued DEPARTMENTS: t Buildittig Division (P - 1( - o P • lic Wor Complete I Comments: Please Route Approved WRROU11 1MK Yry PLAN REVIEW /ROUTING SLIP -t DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES/THURS ROUTING: 61i- Fire Prevention hitt 5• I 's -o( Structural Incomplete LI Not Applicable Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions PERMIT COORD COPY Plannin ivision tt {t, K iso( Permit Coordinator DUE DATE: 05 -15 -01 No further Review Required DUE DATE 06-12-01 n Not Approved (attach comments) DATE: REVIEWER'S INITIALS: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Date: 5' / Y - 4/ [] Response to Incomplete Letter # Response to Correction Letter # Revision # I after Permit is Issued Project Address: Contact Person: 1 Summa , of Revision: 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. L �/ Project Name: )ot4 -�e /404 it / Plan Check/Permit Number: Tj / -0// oie AL A. o6.7,4„, it AI Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: strn- Entered in Sierra on V / L / --- / Phone Number: .z0k-,W ;22 'Cf 08/30/00 ACTIVITY NUMBER D01 -011 PROJECT NAME: DOAK HOMES SITE ADDRESS: 12219 43 AV S SUITE NO: Original Plan Submittal Response to Incomplete Letter # PLAN REVIEW /ROUTING SLIP Response to Correction Letter # DEPARTMENTS: Building Division Public Works 1111111111••11•■11ft. .— l' J DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete LII Comments: TUES/THURS ROUTING: ii>g Please Route Structural Review Required REVIEWER'S INITIALS: _61.00, APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: i CORRECTION DETERMINATION: Approved with Conditions pi Fire Prevention ri Planning Division Structural n DATE: 05 -14 -01 X Revision # 1 AFTER Permit Is Issued Permit Coordinator n n DUE DATE: 05-15-01 Not Applicable ri No further Review ' equire DATE: DUE DATE 06-12 -01 Not Approved (atta co ments) ii DATE: DUE DATE Approved f Approved with Conditions! Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -011 PROJECT NAME: DOAK HOMES SITE ADDRESS: 12219 43 AV S DATE: 05 -14 -01 SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision if I AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete El Comments: C C Structural Incomplete TUES/THURS ROUTING: Please Route ri Structural Review Required REVIEWER'S INITIALS: !� N /i APPROVALS OR CORRECTIONS: (ten days) Approved n V'YROtltl IXK 5194 Fire Prevention C C c Planning Division --Permit Coordinator DUE DATE: 05 -15-01 Not Applicable El No further Review Required DATE: 5" 1 < ci DUE DATE 06 -12 -01 Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: CORRECTION DETERMINATION: DUE DATE Approved J Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DATE: PLAN REVIEW /ROUTING SLIP ur3/ ACTIVITY NUMBER D01 -011 PROJECT NAME: DOAK HOMES SITE ADDRESS: 12219 43 AV S Original Plan Submittal Response to Incomplete Letter # DEPARTMENTS: Building Division Public Works Response to Correction Letter # Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: &1R ,tII.[NK Incomplete n Structural Review Required APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved n Approved with Conditions X Revision # 1 AFTER Permit Is Issued C C Permit Coordinator Planning Division n DATE: 05 -14 -01 SUITE NO: DUE DATE: 05-15-01 Not Applicable ri Comments: No further Review Required DATE: J' ! - DI REVIEWER'S INITIALS: DUE DATE 06-12-01 Approved n Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: n DUE DATE Not Approved (attach comments) DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -011 DATE: 05 -14 -01 PROJECT NAME: DOAK HOMES SITE ADDRESS: 12219 43 AV S SUITE NO: Original Plan Submittal Response to Incomplete Letter # DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete L.__ Comments: TUES /THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: Uthi Y'RAUIJU xx 1 °rr Response to Correction Letter # Fire Prevention Structural Incomplete Structural Review Required C X Revision it 1 Permit Is Issued C C DATE: Planning Division Permit Coordinator No further Review Required DUE DATE 06 -12 -01 Approved F. Approved with Conditions Not Approved (attach comments) 57/ Svio n DUE DATE: 05 -15 -01 Not Applicable C n REVIEWER'S INITIALS: DATE: fl CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 - PROJECT NAME: DOAK HOMES SITE ADDRESS: 12219 43 SUITE NO: 150_ Original Plan Submittal Response to Correction Letter # 1 Revision It DATE: 03 -05 -01 Response to Incomplete Letter After Permit Is Issued DEPARTMENTS: Building Division IIEI t W 9 )-k1-0I Public Works „ DI AV h _ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP Fire Prevention trt (r . Structural Incomplete E Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: WILKO 11[ DOC VM :. x�es5 ±• {lL:s'W ;•_3- ..�,�:_ x�t e;; >a "; '.:'.. �:1:. .v '. , ...t .. a n C UM- Planning Division Permit Coordinator .v. DUE DATE: 03- -06-01 Not Applicable El No further Review Required C DATE: DUE DATE 04 -03-01 Not Approved (attach comments) n DATE: DUE DATE Not Approved (attach comments) DATE: 4. Date: 3-5 0/ 0 Response to Incomplete Letter # ►r1 ❑ Revision # after Permit is Issued Contact Person: Darryl Doak Summary of Revision: (S City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not he accepted through the mail, fax, etc. Response to Correction Letter # 1 Project Name: DOAK HOMES Project Address: 12219 — 43 Avenue S Plan Check/Permit Number: D01-011 Phone Number: :2N- '6 CC V? ecP .. e.e /4705", 41/ )74-045- 1 Prrtic yj /i' 5 / 1/%2/-0/ j4/50 r AQPC/ /cam S oyr 7 PAico-A, /1e v, P 4 . %i ? 40e A 6 a ) l� 1/ /^ e df'v M /.t! f P i /4.12 • r. Sheet Number(s): C � "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 2 Entered in Sierra on • 51-)/ 01/31/01 Small Site Drainage Requirements LS '3' C -37 C.5.4—SOILS REPORT • If over 15% slope: show 5 -foot contours, top of slope, toe of slope, and any erosion or landslide areas. Sensitive Areas and Drainage Features (show on both the site improvement plan and ESC plan): • All streams, wetlands, lakes, closed depressions, or other water features (including any required buffer widths) • Location of all steep slopes, landslide hazard areas, coalmine hazard areas, and their buffers and building setback lines • Location of all drainage easements • Location of all existing and proposed ditches, swales, pipes, etc. • Location of all sensitive areas as shown on any recorded Sensitive Areas Notice on Title (SANT). Proposed Flow Control (show on small site improvement plan only): • Type and location of flow control systems that will serve impervious surfaces (dispersion, sheet flow dispersion, infiltration, etc.) • Location of any vegetated flowpaths or buffers required for flow control systems • Setback lengths between flow control systems and any property line, structure, steep slope, stream, wetland, or septic system. Proposed Erosion and Sediment Control (show on small site ESC plan only): • Delineation of proposed clearing limits • Type and location of erosion control facilities • Location of any significant offsite drainage features within 200 feet of the discharge point(s) for the lot, including streams, lakes, roadside ditches. Written Drainage Assessment: • Narrative description of proposed project • Any proposed changes after preliminary approval • Description of proposed small site BMPs shown on the plans • Any necessary special studies or soils reports. C.5.4 SOILS REPORT A soils report is required for all proposed or existing lots less than 22,000 square feet. Soils reports are also required for larger lots proposing infiltration systems. The soils report must include at least one soils log for each proposed infiltration trench location. Each log shall be a minimum of 4 feet deep (6 feet for drywells). The report shall describe the SCS series of the soil and the textural class of each horizon through the depth of the log, and it shall include notes of any evidence of a high groundwater table, such as mottling. Soils reports must be prepared by an onsite sewage system designer or by another suitably trained person working under the supervision of a professional engineer. Note: A soils report produced for siting and design of an onsite sewage system may also be used to satisfy this soils report requirement, provided that the depth of the soil log(s) is at least 4 feet, the depth to seasonal high water table is determined, and the location of the soil logs is adequate to determine the feasibility of the infiltration system. 9/1/98 1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Project: Doak Homes - Lot 38 Jurisdiction: City of Tukwila Job Number: Review Number. First Date: 1130/01 D Number: 01 -011 Reviewer: David McPherson Reference Category Reviewer Review Comments Designer's Reply Item No. 1 General dhm Complete redlined plan review checklist - enclosed c Sanitary dhm Per City code, onl a ouse to be "c�mected to each side sewer. See code section 14.12.150. enclosed. TIttJ 13 I. 7 CO' c . f°` e v r h co N,vC t7 W u,.. 1 c` C C- ic..0 i'' �7 ' Item No. 2 Item No. 3 Legal Description dhm Revise legal description on plan sheet -see enclosed ele--1-0- Item No. 4 Standard Construction Notes dhm Add additional notes to plan as applicable. First seven (7) general construction notes should be on plan. See enclosed. Item No. 5 Sanitary dhm Provide detail of sanitary side sewer as you have for previous projects. See sample enclosed "rite S' bt, . c - ' tS Dk&I L) IN7 / •f , 0 l Item No. 6 General dhm Provide construction sequence on plan sheet. showing all construction activities. See enclosed. Di`= -a Item No. 7 Grading dhm Provide cut/fill quantities on plan. If you fill on site, show a grading plan. If you plan to haul material, then apply for hauling permit. "1 14 C' S el Cr I.5 r C. t .- rl, d C, K 4t-Dc- C /3 cc s /44. c L t t c. -/L::: Item No. 8 Infiltration dhm Provide percolation test information for on -site stormwater /j O'T fL. E y It C. .,.: 3 ^r 7rw Item No. 9 Sanitary dhm Provide note on plan that sanitary side sewer cleanouts shall be installed to finished ground level. x 0 ) ` - A D '' 4 * "DV S.4-4.31 Item No. 10 Private Utility Easement Agreement dhm Utility easement agreement format. is acceptable. Revise agreement to show correct legal descriptions and verify that lots are correctly referenced. 1`" '� Item No. 11 Water dhm Per City Ordinance 1777. the Allentown water connection charge is 54,364.80, and the sanitary sewer connection charge is $8,005.80, until January 31, 2001. O K Sht. 1 of 2 Drainage dhm Provide additional spot elevations, especially along the property side of exiting pavement and along driveways. S E: 3 -- 5i co t c t L' A 1...�.,.-t /Z.o, 0,, - 54.c ?c,5 AIeuc, - r a General dhm See plan sheet for additional comments "D : I .1 Sht. 2 of 2 TESC dhm Provide note, to protect existing sanitary side sewer during construction. Existing side sewer is shown beneath construction entrance, for Lot 38. -i C Sr Dc Sc r., e- ft. IS f},S..' j S ' P �41_.- 6.44L.12 i'`'ce' tg —f .j- 7 2 -- TESC dhm Show & label existing conditions, including existing house on Lot 37.E � rl..,.. TESC dhm See plan sheet for additional comments D�.1 ., 1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. January 31, 2001 Darryl Doak 11917 Fourth Avenue SW Seattle, WA 98146 Dear Mr. Doak: Sincerely, 4ratA, gat- Brenda Holt Permit Coordinator encl xc: File No. D01-011 City of Tukwila RE: CORRECTION LETTER #1 Development Permit Application Number D01 -011 Doak Homes 12219 — 43rd Avenue S If you have any questions, please contact me at (206)431 -3672. wo Q N w �O 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 0 reflected on your drawings. I have enclosed comments from the Building Division and Public Works U N Department. At this time, the Fire Department and Planning Division have no comments. $ F- 11.1 L u The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate u. �' re; revision block. If your revision does not require revised plans but requires additional reports or Z other documentation, please submit four (4) copies of each document. El to O In order to better expedite your resubmittal, a'revision sheet' must accompany every resubmittal. I have z 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. Department of Community Development Steve Lancaster, Director Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 g U ACTIVITY NUMBER: D01 -11 PROJECT NAME: DOAK HOMES SITE ADDRESS: 12219 43 SUITE NO: 150_ Original Plan Submittal DEPARTMENTS: Building Division Public Works Complete Comments: Approved n M UUIE IXM PLAN REVIEW /ROUTING SLIP Response to Correction Letter # 1 n Fire Prevention Struc tural C 1.111111■ 41111111111111111 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES /THURS ROUTIN : Please Route Structure view Required n No further Review Required REVIEWER'S INITIALS: REVIEWER'S INITIALS: CORRECTION DETERMINATION: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with I. ditions REVIEWER'S INITIALS: DATE: 03 -05 -01 Response to Incomplete Letter . Revision # After Permit Is Issued Planning Division Permit Coordinator DATE: Approved with Conditions n Not Approved (attach comments) TI DUE DATE: 03-06-01 Not Applicable n n DUE DATE 04 -03-01 Not Approved (attach comments) n DATE: 'S eo - x) ( DUE DATE DATE: PERMIT NO.: DO I I t 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 ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down insp ❑ 00072 Marriage Lines ❑ 00090 Rested ii ", 0 095 Footing Drains 0100 Foundation Footings 00200 Foundation Walls ❑ 0250 Foundation insulation [00300 Concrete Slab/Slab Insulation ❑ ) 0350 Crawl Space 00400 Shear Wall Nailing [ Plywood Wall Sheathing 2'10500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation/All Types 0 700 Framing 000750 Roof/Ceiling Insulation ❑ 30800 Floor Insulation [" / 008 0 1 Wall Insulation ❑ 0802 Exterior Roof Insulation 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 0900 Suspended Ceiling 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01 110 Pre -Move Inspection ❑ 01 115 Motor inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ 1400 Final -Fire L� 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 O 04007 Special -Reinf Gypsum Concrete J 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special- Shotcrete ❑ 0401' Special - Grading, Excav/Fill ❑ 04013 Special - Retaining Wall ❑ 04014 Special- Panels ❑ 04015 Special -Smoke Control System 4 6e 94,/,/, -.746-4fifa-tf. fig vtAbwilq,14.W- TENANT NAME: 'G k 4-4-0 etet eS CONDITIONS [( No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid 0 014 Readily accessible access to roof mounted equipment 015 Engineered truss drawings & calcs 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 019 All construction to be done in conformance w /approved plans ❑ No work shall be done in addition to those modifications..." 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of [0023 Notify Building Division prior to placing any concrete O 0024 All spray applied fireproofing shall be special inspected 0025 All wood to remain in placed concrete shall be treated O 926 All structural masonry shall be special inspected 0027 Validity of Permit ip 028 Rack storage requires separate permit 03 Electrical permits obtained through I. & I 0030 No occupancy of building until final insp by Bldg Div 0032 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 38 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 ❑ J3041 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 ❑ 003 1 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" Plan Reviewer: Permit Tech: 014 Date: Date: -o/ ACTIVITY NUMBER: D01 -11 PROJECT NAME: DOAK HOMES SITE ADDRESS: 12219 43 SUITE NO: 150_ Original Plan Submittal Response to Correction Letter # J Revision rr After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete El Comments: TUES/THURS ROUTING: Please Route PLAN REVIEW /ROUTING SLIP n Structural Review Required REVIEWER'S INITIALS: .V /71 APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions n Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: MOM( [X)C Fire Prevention Structural Incomplete C n DATE: 03 -05 -01 Response to Incomplete Letter Planning Division Permit Coordinator Not Applicable C No further Review Required DATE: go/ C C DUE DATE: 03- -06-01 DUE DATE 04-03-01 Not Approved (attach comments) F7 DATE: Please Route DEPARTMENTS: Building Division Public Works memmismor Complete PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -11 DATE: 03 -05 -01 PROJECT NAME: DOAK HOMES SITE ADDRESS: 12219 43 SUITE NO: 150_ Original Plan Submittal Response to Incomplete Letter -A Response to Correction Letter # 1 n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: TUES/THURS ROUTING: Structural Review Required REVIEWER'S INITIALS: Q-P Structural Incomplete APPROVALS OR CORRECTIONS: (ten days) Approved LI Approved with Conditions CORRECTION DETERMINATION: J IMM { DOC Vr1 Fire Prevention 1 Revision # After Permit Is Issued C n n Planning Division Permit Coordinator DUE DATE: 03- -06-01 Not Applicable El DATE: S `� - Q No further Review Required 4111111•111111111•11111111P 1111•111111,. REVIEWER'S INITIALS: DUE DATE 04 -03-01 [id n Not Approved (attach comments) DATE: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DEPARTMENTS: Building Division Public Works Complete LI Comments: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -11 PROJECT NAME: DOAK HOMES SITE ADDRESS: 12219 43 SUITE NO: 150_ Original Plan Submittal Response to Correction Letter i 1 DATE: 03 -05 -01 Response to Incomplete Letter # Revision # After Permit Is Issued n APPROVALS OR CORRECTIONS: (ten days) MOOT( OOC WI Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ri TUES/THURS ROUING: Please Route LI/ Structural Review Required REVIEWER'S INITIALJ� --- Approved [Z] Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved ! Approved with Conditions REVIEWER'S INITIALS: C C Planning Division Permit Coordinator n DUE DATE: 03-06-01 Not Applicable El No further Review Required DATE: 0 3 — nS' / n DUE DATE 04-03-01 Not Approved (attach comments) ri DATE: 3 /1 to / / DUE DATE Not Approved (attach comments) ri DATE: Ce w w ,i0 O 0 CO 0 • uJ CO w 0 to 3 0 D. D I— w LL z O z ACTIVITY NUMBER: D01 -011 PROJECT NAME: DOAK HOMES INC SITE ADDRESS: 127XX 43 AV S XX Original Plan Submittal Response to Correction Letter it DATE: 1 -18 -01 SUITE NO: Response to Incomplete Letter -fit Revision it After Permit Is Issued DEPARTMENTS: B i ding Division d444 1•244 Pudic, r i s SID GPI DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: (ten days) Approved l l Approved with Conditions REVIEWER'S IN TIALS: r-COV . CORRECTION DETERMINATION: Approved 11 Approved with Conditions REVIEWER'S INITIALS: YRR Ill l l IX x Yr. PERMIT PLAN REVIEW/ - rZ Fire Prevention f ( — )( Structural Incomplete ri Structural Review Required TUES /THURS ROUT G: Please Route REVIEWER'S INITIALS: n flQ'SL1 PlanfiihDivision Permit Coordinator No further Review Required n DATE: DUE DATE: 1 -23 -2001 Not Applicable LI DUE DATE 2-20 -2001 Not Approved (attach comments) Op DUE DATE Not Approved (attach comments) DATE: 0 ACTIVITY NUMBER: D01 -011 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 it Response to Correction Letter it DEPARTMENTS: Building Division Public Works Complete Comments: Please Route PLAN REVIEW /ROUTING SLIP • TUES /THURS ROUTING: REVIEWER'S INITIALS: REVIEWER'S INITIALS: Fire Prevention Structural 4111.r.... ...1111111..►. DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ri Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved Li Approved with Co di ons n n CORRECTION DETERMINATION: DUE DATE Approved f 1 Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: '4141 nal IF Revision i" After Permit Is Issued Planning Division Permit Coordinator n n DUE DATE: 1 -23 -2001 Not Applicable C No further Revie Required DATE: DUE DATE 2-20-2001 Not Approved (attach comments) P DATE: 06 2fx col .� U 00 co 0 im 9 co w wo w D O N o f w O .Z U 4 BUILDING DIVISION REVIEW Date: January 26, 2001 Project Name: Doak Homes, Inc. Application #: - D01 -011, D01 -012, D01 -013 Plan Reviewer: Bob Benedicto End/ initial plan review • Page 1 construction. UBC 106.3.3. Tukwila Building Division 6300 Southcenter Blvd. Tukwila, WA 98188 206 / 431 -3670 1 . Provide details to describe the proposed foundation, walls, floors, and roof 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. ACTIVITY NUMBER: D01 -011 DATE: 1 -18 -01 PROJECT NAME: DOAK HOMES INC SITE ADDRESS: ! 3 AV S a3' XX Original Plan Submittal Response to Incomplete Letter If Response to Correction Letter # Revision # — After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1-23 -2001 Complete Comments: TUES /THURS ROUTING: Please Route Structural Review Required 1-1 No further Review Required REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: 7 77_ CORRECTION DETERMINATION: Approved TRA01111 f ($ V/t Fire Prevention Structural Incomplete Approved with Conditions 1 REVIEWER'S INITIALS: Planning Division Permit Coordinator Not Applicable El DATE : / /,- V/0 / n n DUE DATE 2 -20 -2001 Not Approved (attach comments) 17 DATE: // `7 DUE DATE Not Approved (attach comments) DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -011 PROJECT NAME: DOAK HOMES INC SITE ADDRESS: 127XX 43 AV S XX Original Plan Submittal DEPARTMENTS: Building Division Public Works Response to Correction Letter # # After Permit Is Issued C Fire Prevention Structural MEW DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete LI Comments: 1 'L-\ ` Q c;Yio v.. ,�Tc �U- �,3 . ►� 4 Nw 10 -2 AS as A I A 1 Complete TUES /THURS ROUTING: Please Route E Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: 4K OIl1I IXX' S•n ;mi o•�^!P :aii r�rY.•Y?'?r sa; +257.x;k;:.:.ts :. .;c..: t" ,-a , . . . .. C C n DATE: 1-18-01 SUITE NO: Response to Incomplete Letter it Planning Division Permit Coordinator DUE DATE: 1-23-2001 Not Applicable ri No further Review Required DATE: \ - +22 Not Approved (attach comments) C C DUE DATE 2-20-2001 DATE: $ ACTIVITY NUMBER: D01 -011 DATE: 1 -18 -01 PROJECT NAME: DOAK HOMES INC SITE ADDRESS: 127-1 43 AV S XX Original Plan Submittal Response to Incomplete Letter it Response to Correction Letter it Revision It After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Approved C TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: \ 7 APPROVALS OR CORRECTIONS: (ten days) Approved n REVIEWER'S INITIALS: -'rrv\ CORRECTION DETERMINATION: REVIEWER'S INITIALS: Titall1111 Do Yri PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete C n n SUITE NO: Planning Division Permit Coordinator C rl DUE DATE: 1-23 -2001 Not Applicable I I No further Review Required DATE: 1 h 2 °°i DUE DATE 2-20-2001 Approved with Conditions n Not Approved (attach comments) DATE: l 730/ O I DUE DATE Not Approved (attach comments) Approved with Conditions DATt iVED JAN ? : fUKWItj PUBLIC WORKS x i CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS DATE: January 30, 2001 PROJECT: Doak Homes Inc (SFR) Lot 38 PERMIT NO: DO1 -011 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. Revision No. Date Received i 1 Staff Date Staff Initials Issued Initials 1,.- - ICI - t -r-I 1, 6 - ?col Summary of Revision: Q fi 4 r n �- \L1 L`.... ` .TJ U U �- e Received By: - Received By: ' Received By `7 Revision No. Date Received i Staff Initials Date Issued Staff Initials Date Issued Staff Initials Summary of Revision: Summary of Revision: Received By: - Received By: ' PROJECT NAME: (:) V VAC 1-` -- PERM NO:. } - l Site Address: \ i4\UE - - Original Issue Date: 3 - 2 7 -0 Revision No. Summary of Revision: Revision No. Summary of Revision: Date Received Date Received REVISION LOG Staff Initials Staff Initials Received By: Received By: Date Issued Date Issued please pr (please print) (please print) (please print) (please print) Staff Initials Staff Initials Revision No. Date Received Staff Initials - Date Issued Staff Initials Summary of Revision: Received By: - PROJECT NAME: (:) V VAC 1-` -- PERM NO:. } - l Site Address: \ i4\UE - - Original Issue Date: 3 - 2 7 -0 Revision No. Summary of Revision: Revision No. Summary of Revision: Date Received Date Received REVISION LOG Staff Initials Staff Initials Received By: Received By: Date Issued Date Issued please pr (please print) (please print) (please print) (please print) Staff Initials Staff Initials ktulsiuN bot oU I understand that the Plan Check ert� p�vval� re subject to errors and omissions and apnrav3; 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. GTY OF flit'\ `Wtt Apm( JUN 12 ' (10 • City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 93133 (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` / y ` C( Plan Check/Permit Number: .).!// / -0// Response to Incomplete Letter Y 0 Response to Correction Letter 4 Revision K after Permit is Issued Project Name: )o6-L 144tea / Project Address: Contact Person: Summa of Revision: 2C4) e j9 ' G,1/e.0 en° Ftt � /1/ /Q- l ' e h t ,tptiAr .4 0 c t / 2 • Cfk 000 i2 Zl • Received at the City of Tukwila Permit Center by: Entered in Sierra on � 1 — D / • Phone Number: Z/22 TO Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 08 /30/00 LICENSE DETAIL INFORMATION Form Page 1 of 1 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 Current Filter: None 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 *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * * ** ** New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUSIBER, UBI NUMBER or return to the L &I Construction Compliance Hone Page http : / /www.lni.wa.gov/ contractors /TF2Form .asp ?License= DOAKHI *092NZ 3/23/01 daryl doak GENERAL NOTES 1 CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS FOR COMPLIANCE KITH PLANS AND SPECIFICATIONS. SITE CONDITIONS INCLUDE, SOIL, TOPOGRAPHY, REQUIRED SETBACKS AND IF APPLICABLE, THE DIMENSIONS OF EXISTING STRUCTURES AND THEIR STRUCTURAL AND MECHANICAL COMPONENTS. THIS OFFICE SHALL BE NOTIFIED PRIOR TO CONSTRUCTION OF DISCREPANCIES, 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 ma ACCEPTED INDUSTRY STANDARDS AND SHALL MEE I OR EXCEED THE MINIMUM REQUIREMENTS OF THE U.B.C„ U.P.G., U.M. G., AND ALL APPUCASL E LOCAL CODES, WHICH SHALL TAKE FREOVENGE OVER NOTES, SPECIFICATIONS AND DRAWINGS_ 4. UNLESS A PROFESSIONAL SURVEY ACCOMPANIES THE PLANS, THE PLOT PLAN WAS DRANK FROM GENERAL. SITE LANDMARKS AND IS NOT TO BE CONSTRUED AS A PROFESSIONAL SURVEY, THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR MAINTAINING REQUIRED ZONING SETBACKS OR SHALL, AT HIS DISORETiON, REQUEST THE OWNER TO PROVIDE A PROFESSIONAL SURVEY TO DETERMINE SETBACKS 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 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 Fl FrTRIGAL WORK. PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFAGTURERR'S RECOMMENDATIONS. T. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. PROTECTED UNDER COMMON LAIN, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT, REPRODUCTION OR USE OF THESE SERVICE DOCUMENTS BEYOND THE SCOPE OF THIS PROJECT IS PROHIBITED WITHOUT PERMISSION IN WRITING FROM THE ARCHITECT, GENERAL CONSTRUCTION NOTES A. SITE CONDITIONS AND SITE WORK 1. IF SOIL CONDITIONS ENCOUNTERED UPON EXCAVATION DIFFER FROM THE SOIL BEARING CAPACITY OUTUNEE7 UNDER "DESIGN LOADS ", OR IF EXCESSIVE GROUND WATER IS PRESENT, CONTACT THIS OFFICE BEFORE PROOE ALL FOOTINGS SHALL EXTEND TO BELOW THE FROST LINE AND SHALL BEAR ON UNDISTURBEDT' , NATIVE soil_ 2. DO NOT BAGKFILL UNTIL FLALIS HAVE BEEN ADEQUATELY BRACED OR HAVE BEEN DESIGNED TO RESIST LATERAL EARTH PRESSURE. BAGKFILL MATERIAL SHALL SE CLEAN, PERMEABLE AND FREE OF ORGANIC MATERIALS. _ B. CONCRETE 1. CENTER ALL POST FOOTINGS UNLESS NOTED AND PROVIDE i" PLINTHS AT SLABS OR 8" PLINTHS AT EXPOSED EARTH (6" IF POST IS PRESSURE TREATED). PROVIDE S" MIN. FROM SILL PLATES TO FINISHED GRADE. DAMP-PROOF BASEMENT FOUNDATION WALLS WITH 2 COATS ASFHALT1O EMULSION U.N.O. C. REINFORCING 1. INSTALL REINFORCING PER A.C.I. STANDARD PRACTICE. SPLICE CORNER AND CONTINUOUS BARS WITH A MIN. OF 30 BAR DIAMETERS. MINIMUM BAR CONC. COVER: EXPOSURE TO WEATHER 2 ", TO EARTH 3 ". TO OTHER 1 ". 2. EMBED ANCHOR BOLTS A MINIMUM OF T' U.N.O., PLACE WITHIN 12" OF ENDS. S. NEW FOOTINGS SHALL NOT IMPOSE "UNDESIGNED" LOADS ON NEW OR EXISTING EASEMENT OR RETAINING WALLS. D. LUMBER AND FRAMING 1. FRAMING LUMBER: K.D. TO 19% MOISTURE CONTENT, GRADED PER STD. GRADING RULES PER. W.C.L.I.B. OR P.W.PA. AS APPLICABLE. GRADE AND SPECIES PER FRAMING PLANS, GENERAL NOTES AND "DESIGN LOAD CHART'. : SILL PLATES, DECK SUB - STRUCTURES, POSTS AND BEAMS EXFO::ED TO WEATHER AND ANY FLOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PITH AN APPROVED PRESERVATIVE. COLUMNS AND POSTS SHALL BE FRAMED TO TRUE END BEARING YNITH ADEQUATE ANCHORS AT TOP AND BOTTOM TO AVOID UPLIFT AND DISPLACEMENT. PROVIDE LATERAL SUPPORT FOR BEAMS, RAFTERS AND JOISTS PER UBC 2506.7. PROVIDE TEMPORARY BRACING AS REQUIREED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS ARE INSTALLED. 5. PROVIDE A MINIMUM JOIST BEARING OF 1 1/2" ON MOOD, 3" ON CONGRL I E. 4. MULTI 2X BUILT-UP BEAMS SHALL BE SPIKED TOGETHER. UNLESS NOTED, USE 1Od NAILS 0 12" O.G. STAGGERED. 5. SOLID BLOCK W/ 2X 0 MIDPOINT OF STUDS OVER 10 FEET, BELOW BEARING PARTITIONS PERPENDICULAR TO JOISTS AND RAFTERS 0 SUPPORTS. b. 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. b. FIRESTOP AND DRAFTSTOP TO CUT OFF ALL CONGEALED HORIZONTAL AND VERTICAL OPENINGS BETWEEN FLOORS, FLOOR TO ATTIC, AT 10• INTERVALS HORIZONTAL BEHIND WALL FURRING, AT TOP, BOTTOM AND SIDES OF STAIRS. 9. GLU -LAM BEAMS SHALL BEAR A. I.T.G. INSPECTION STAMP AND SHALL BE "ARCHITECTURAL APPEARANCE" GRADE WHERE EXPOSED TO VIEW. E. METAL CONNECTORS 1. ALL METAL CONNECTORS SHALL BE " SIMPSON" OR AN APPROVED EQUIV. 2. FRAME NAILING SHALL COMPLY WITH UBG TABLE 23 -11- 5-1 UNLESS NOTED OTHERWISE ON FRAMING PLANS OR ON SHE=ARWALL SCHEDULE_ ALL NAILS SHALL SE COMMON WIRE NAILS. 3. USE CUT MASHERS AT BOLTED CONNECTIONS. CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED OR HAVE APPROVED COATING. ROOFING SHALL BE FASTENED WITH CORROSION - RESISTANT FASTENERS. F. PLYWOOD AND DIAPHRAGM NAILING 1. ALL PLYWOOD FOR STRUCTURAL USES SHALL CONFORM AND BEAR A GRADING STAMP OP THE AMERICAN PLYWOOD ASSOCIATION(APA) AND NAIL PER UBG TABLE 25- 11-B -1 UNO. 2. PROVIDE DIAPHRAGM SHEATHING AND NAILING AS FOLLOFLS UNLESS NOTED ON PLANS: FLOOR SHEATHING SHALL BE TSG 3/4" C- D- EXT -APA PLYWOOD PITH EXT. GLUE, P.I. 32/15, GLUE TO JOISTS AND NAIL NLITH 10d 0 6" 0/C EDGES, 1041 0 10" 0/C FIELD. ROOF SHEATHING SHALL BE 15/52" CAD- INT- APAPLYWOOD PITH EXTERIOR GLUE, P.I. 24/0, NAIL Sd 0 6" 0/C EDGES, S, 8d 0 12" O/C FIELD G. VENTILATION AND ACCESS' 1. VENTILATE CRAWL SPACES AND OVERHANGING FLOORS WITH SCREENED OPENINGS NOT LESS THAN 1 5G. 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 WITH 1/4' CORROSION RESISTANT WIRE MESH AT CRAWL SPACE OPENINGS. 2. VENTILATE ATTIC SPACES WITH CROSS VENTILATION. EEEJAL TO 1/150 OF TEE ATTIC RL7A(NE T FREE), EXcEpT THE AREA MAY BE 1/3OOTH, PROVIDED AT LEAST 50% OF THE REQUIRED VENT AREA 15 3 FT. ABOVE EAVES WITH 50% OF THE REQUIRED VENT AREA IN THE EAVES. 3. PROVIDE AN ACCESSIBLE ATTIC ACCESS PANEL, 22" X 50" MINIMUM WITH A CLEAR HEIGHT OF SO ", INSULATE AND WEATHER- STRIP. 4. PROVIDE 18" X 24" CRAWL SPACE ACCESS 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 WITHIN A 24' ARC OF CLOSED DOOR, GLAZED AREAS >,9 5G. FT. WHEN LESS THAN 15 ABOVE FLOOR OR WALKING SURFACE AD AS DESCRIBED IN U.B.C. 2405. SAFETY GLAZING 15 REQUIRED TO BE PERMANENTLY MARKED PER UBG 2405.2. • I. ELECTRICAL 1. ELECTRICAL CONTRACTOR SHALL EVALUATE AND DETERMINE ADEQUACY OF EXISTING AND PROPOSED ELECTRICAL 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. WARM AIR FURNACE OR GAS H.W. SHALL NOT BE INSTALLED UNDER STAIRS AND SHALL HAVE PROPER VENTS AND DIRECT OUTSIDE COMBUSTION AIR. 2. GAS APPLIANCES IN GARAGE SHALL BE ON A 15" HIGH PLATFORM. . 5. AIR DUCTS PENETRATING GARAGE TO HOUSE SEPARATION SHALL BE 25 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 DRAWINGS, EQUIPMENT SIZING, HEAT LOSS CALCULATIONS AND MANUFACTURER'S DATA ON EQUIPMENT EFFICIENCY FOR ARCHITECTS REVIEW_ 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. VENTS PER U.P.G. 2. HOT MATER TANKS SHALL BE SIZED BY INDUSTRY STANDARDS FOR PROPOSED USE AND BE LABELED NAECA APPROVED. 3. FLOW RATES TO COMPLY WITH WAG 51 -45 SECTION 402.0 TOILETS: 1.5 GPF(MAX), SHOWERS: 2.5 GPM(MAX), LAVATORIES/ 2.5 GPM(MAX). 3. PROVIDE SEISMIC STRAPS AND PRESSURE RELIEF VALVES(PLUMBED TO OUTSIDE) AT HOT WATER TANKS. SEPARATE PERMIT REQUUIRED. L. MG ISTLRE CONTROL 1. SHOWERS SHALL HAVE AN APPROVED HARD, SMOOTH AND WATER RISTANT SURFACE TO A HEIGHT OF 70' ABOVE DRAIN INLET: 2. PROVIDE WATERPROOF BOARD OR GLASS MESH MORTAR UNITS BEHIND TILE AT SHOWER SURROUNDS. 11LE SHOFIERS WITH A.SITE -BUILT PAN SHALL. BE FILLED AND LEAK TESTED OR 12 HOURS. PROVIDE MIL DE N RESISTANT CAULK AT ALL TILE ACCESSORIES. M. BATH SAFETY 1. HINGED SHOWER DOORS SHALL OPEN OUTWARD AND ENCLOSURES SHALL BE FULLY TEMPERED OR LAMINATED SAFETY GLASS, MINIMUM THICKNESS = 1/8" TEMPERED, 1/4" LAMINATED AND MEET U.B.G. STANDARDS. 2_ FLOOR T LES AT SHOWERS AND NET AREAS SHALL. BE SKID- RESISTANT. 3. PROVIDE SECURE BLACKING FOR ALL GRAS BARS PER PLAN, CAPABLE OF SUPPORTING A 300# IMPAGT LOAD. N. TRUSSES 1. PRE - FABRICATED TRUSSES SHALL BE DESIGNED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER AND IN ACCORDANCE WITH THE PLAN REQUIREMENTS_ SUBMIT COMPLETE SHOP DRAWINGS NiTH ENGINEER'S SEAL FOR APPROVAL PRIOR TO FABRICATION. TRUSSES MUST BE STAMPED BY AN APPROVED MANUFACTURER OR BY A QUALITY CONTROL AGENCY SUCH AS WASHINGTON WOC'D TRUSS FABRICATORS COUNCIL. 2. CONTRACTOR SHALL VERIFY EXACT SPANS PRIOR TO • FABRICATION, 3. APPROVED HANGERS MUST BE USED AT ALL CONNECTION° OF RAFTERS, JACKS, OR HIP TRUSSES TO A MAIN GIRDER TRUSS. NON - BEARING PARTITIONS BELOW( TRUSSES SHALL BE SEPARATED FROM TRUSS WITH SIMPSON STG FASTENERS. 4. TRUSSES, SHALL BE HANDLED AND INSTALLED IN ACCORDANCE. NUT- MANUFACTURERS SPECIFICATIONS. O. SKYLIGHTS 1. GLAZING SHALL BE INSULATED, TEMPERED GLASS(TOP), LAMINATED G S(BOTTOM) AND 7/32" THICK MINIMUM. 2. PROVID= A MINIMUM 4" C.RB, FLASHED AND COUNTER FLASHED AT OP AND BOTTOM AND STEP FLASH SIDES. THE UNIT SH • HAVE A'CONDE15A11ON GUTTER AT THE LONER END. NSTALL PER MANUFACTURER'S INSTRUCTIONS, FINISH AND F • - E WELL TO CEILING PER PLANS_ P. EMER 1. EVERY 5 AN EXIT DOO WINDOW INHIC MAXIMUM SI OF 5.7 50. CLEAR WIDTH INSIDE WITH a - SMOK 1. SMOKE D SLEEPING RO MAHUFACTUR CEILING OR OR AREA &IV AREA. IN 5 1NITH A BAS INSTALLED 0 SPLIT LEVEL UPPER LEVEL, LOWER LEV BOTH LEVELS IN 51 FFPING 2. SMOKE DIRECT WI SWITCH OTH MUST HAVE B BATTERY OP R. SEGU 1. PROVIDE DOORS KITH LOCKS OP TOOLS. 2. PROVIDE AT UNGLAZED 3. . PROVIDE GRADE. ENCY EGRc_ NG ROOM AND BASEMENT SHALL HAVE TO THE 1 ..7r OR A MINIMUM OF ONE MEETS THE'FO':LOFTING REQUIREMENTS: HEIGHT OF 44 NET CLEAR OPENING AREA , MINIMUM CLEAR :AUGHT OF 24",. MINIMUM F 20" AND SHALL BE OPERABLE FORM 1145 SPECIAL TOOLS OR KNOWLEDGE,. DETECTORS GTORS SHALL BE PROVIDED IN EACH M AND SHALL BE INSTALLED PER S RECOMMENDATIONS, MOUNTED ON THE CENTRALLY LOCH E E.V IN THE CORRIDOR G ACCESS TO EACH SEPARATE SLEEPING GIURES WITH MORE THAN ONE STORY OR T, A SMOKE DETECTOR SHALL BE EACH STORY AND IN THE BASEMENT. IN TRIUGTURES,- FRC /IDE SMOKE DETECTORS ON UNLESS SLEEPIN S ROOMS ARE LOCATED ON THEN SMOKE DETECTORS ARE REQUIRED ON ALL SMOKE DETECTORS SHALL SE AUDIBLE OOMS. TOR IN NUN CONSTRUCTION SHALL BE TO BUILDING POWER' WITHOUT A DISCONNECT THAN FOR .OV&CURRE NT PROTECTION AND TTERY BACK -UP. ALL OTHERS MAY BE TED. TY SECURITY AT ENTRANCE AND GARAGE MINIMUM 1/2' THROW DEAD BOLT WITH LE WITHOUT SPECIAL KNOVNLEDGE OR OBSERVATION PORT 0 54" -66" OFF FLOOR ENTRY DOORS. SEGURITY FOR WINDOWS < 10' FROM FINISHED S. GARAGE SEPERATION 1. GARAGE/DWELLING SEPERATION SHALL CONSIST OF FIRETAPED 5i8 " GWB, TYPE "X' APPLIED TO ALL GARAGE SURFACES ADJOINING DWELLINGS LIVING, ATTIC AND CRAWL SPACES U.N.O. 2 GARAGE CEILING PITH LIVING SPACE ABOVE USING 501 OR = 5HA_L U5E 2 LAYERS 1/2" GI NE TYPE "X". 5. STRUCTURAL SUPPORTS FOR DWELLING SPACES, WHEN IN THE EARAGE SHALL ALSO BE 'WRAPPED( INCLUDING Y4A.LS,' POSTS, BEAMS AND JOISTS IF SUPPORTING FLOOR ABOVE. 4. AIR DUCTS PENETRATING THE SEPERATION SHALL BE 25 GAUGE OR HAVE AN APPROVED DAMPER. 5. DOORS FROM GARAGE TO DWFI I ING SHALL BE 1- 3 /S" SOLID CORE, TIGHT FITTING AND SELF- CLOSING.] T. STAIRS AND GUARDRAILS 1. PROVIDE A STAIRWAY 1NIDTH OF 36" MINIMUM, RISER HEIGHT OF S" MAXIMUM, MINIMUM TREAD LENGTH OF S" AND A 3/8" MAXIMUM VARIATION. 2. STAIRWAYS < 44" IN WIDTH MAY HAVE ONE HANDRAIL UNLESS BOTH SIDES ARE OPEN. 3. HANDRAILS SHALL BE PLACED 34" TO 38" OFF NOSING AND SPACED 1 -1/2" MINIMUM OFF WALL WITH A 1 -1/2" TO 2" DIAMETER, SMOOTH GRASP AND A NEWEL OR RETURN AT ENDS. 4. PROVIDE 6' -8" MINIMUM CLEAR HEADROOM ABOVE STAIR NOSING. 5. PROVIDE GUARDRAILS FOR AREAS 30" ABOVE GRADE OR ADJACENT FLOORS, WITH A MINIMUM HEIGHT OP ES" AND INTERMEDIATE BALUSTERS OR RA1L5 SPACED SO THAT A 4" SPHERE CANNOT PASS THROUGH. S. ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE 5 /8° GINS, TYPE "X" FIRETAPED ON WALLS AND SOFFITS. PROVIDE FIREBLOCKING IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN STUDS ALONG AND IN LINE WITH RUN OF STAIRS, IF THE WALL 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 WITH 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 5/5" THICK (MIN) NON - COMBUSTIBLE HEARTH EXTENSION WHICH 15 READILY DISTINGUISHABLE FROM SURROUNDING FLOOR. HEARTH EXTENSIONS PER V. b BELOW. 3_ PROVIDE CHIMNEY CLEARANCES AND SIZE PER L.M.C. AND NAB.O_ STANDARDS FOR INSTALLATION OF SOLID FUEL BURNING N'PLIANCES. 4. PROVIDE SEISMIC ANCHORAGE FOR METAL FIREPLACE CHIMNEYS. CHIMNEYS TO BE ANCHORED AT EACH JOIST WITH (2./1 1/2" X 1/8" METAL STRAPS LOOPED AROUND THE OUTSIDE OF THE CHIMNEY AND INSTALLED AND NAILED PITH (5) 8d NAILS PER STRAP TO ROOF OR CE-LING FRAMING. V. MASONRY FIREPLACES AND CHIMNEYS 1.'- CHIMNEY SHALL NOT SUPPORT ANY STRUCTURAL.. WEIGHT OTHER THAN ITS OWN UNLESS 50 DESIGNED, 2. PROVIDE ACCESSIBLE DAMPER CONTROL AND OUTSIDE', COMBUSTION S. MAXIMUM TEMPERATURES, FLUE LINING, FLUE SIZING„ TERMINATION. HEIGHT AND CLEARANCES TO COMBUSTIBLES SHALL COMPLY WITH UBG TABLE 51-B AND 31 =A. 4_ SEISMIC ANCHORAGE SHALL BE PROVIDED FOR MASONRY CHIMNEYS AT EXTERIOR WALLS PER UBG 3102.4.5_ 5_ CLEARANCE TO COMBUSTIBLES. MATERIAL: 2" FROM FLREPLAGE SMOKE CHAMBER AND CHIMNEY WALLS, 8" FROM FIREPLACE OPENING AND COMBUSTIBLE MA I E REAL k41TH 12' OF OPENING SHALL NOT PROJECT MORE THAN 1/8" PER INCH OF CLEARANCE FROM OPENING. b. HEARTH EXTENSION SHALL BE 4" MINIMUM THICK NON - COMBUSTIBLE MATERIAL HEARTH EXTENSIONS SHALL EXTEND lb" FORM THE FRONT OF AND 5" BEYOND THE SIDES OF THE FIREPLACE OPENING. IF THE OPENING 15 GREATER THAN b SQ. FT., THE HEARTH EXTENSION SHALL EXTEND 20" IN FRONT OF AND 12" BEYOND THE SIDES OF THE OPENING. HEARTH EXTENSIONS SHALL BE READILY DISTINGUISHABLE FROM SURROUNDING FLOOR. ix. ENERGY NOTES PER 199"1 r4SEC 1. EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES,' OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF, AND BETWEEN NALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH MALLS, ROOF AND FLOORS; AND OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETFS7 OR MEATHE7R-STRIPPED TO LIMIT AIR LEAKAGE WEATHFJRSTRIF EXTERIOR DOORS AND DOORS ADJOINING UNHEA1 s' SPACES, EXTERIOR OPENINGS EXPOSED TO WEATHER SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF. ALL FLASHING, C:OUNTERFLASHING AND COPING, WHEN OF - METAL, SHALL BE NOT < 26 GA CORROSION RESISTANT METAL 2. PROVIDE VAPOR BARRIERS AT HEATED SIDE OF INSULATED ASSEMBLIES EXCEPT AT INSULATED y4AL.LS WITH ELF'. NALL BOARD AND AT SHOWER: 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, WALLS AND ROOF PER PLAN. 5. FACED INSULATION TO BE FACE STAPLED. S. INSULATE HOT AIR DUCTS. IN NON - HEATED SPACES PER TABLE 4-16 (R -4). T. INSULATE 24" OF PERIMETER OF SLABS AT HEATED ROOMS WITH R -10 RIGID INSULATION. S. INSULATE HOT WATER' PIPES PER TABLE 4 -11. 9. PROVIDE 2.5 G.P.M. FLOW RESTRICTORS AT SHOWERS. 10. WATER HEATERS SHALL MEET 1.151 NAECA. 11. FL FCTRIG HEN TANKS IN NON - HEATED SPACES SHALL BE PLACED ON A NON - COMPRESSIBLE SURFACE AND THE FLOOR INSULA I tV TO R -10. 12 HVAC EQUIPMENT SHALL BE SIZED TO A MINIMUM OF 100% AND MAXIMUM OF 150% OF THE DESIGN LOAD (UNO)_ INSTALLING CONTRACTOR SHALL PROVIDE SIZING AND HEAT LOSS CALLS: 13_ RECESSED LIGHTING SHALL BE TYPE 1C OR NON IC INSIDE AIR -TIGHT ASSEMBLY '(1/2" GWB BOX). 14. EXTEND FUND BAFFLES TO A POINT 12" VERTICALLY ABOVE THE TOP OF INSULATION. PiP'1 ILL t AL 1111A X, VENTILATION AND INDOOR AIR CZUALITY PER VIA& 199 1. INTEGRATED WHOLE HOUSE VENT SYSTEM FOR THE INTERMITTENTLY OPERATED INTEGRATED FORCED AIR HEATING SYSTEM. A. SOURCE SPECIFIC VENTILATION REQUIREMENTS 1. EXHAUST FAN REQUIREMENTS: BATHROOMS, LAUNDRIES AND POWDER ROOMS SHALL HAVE MINIMUM 50 CFM S .25 W.G, KITCHENS SHALL HAVE MINIMUM 100 CFM ap .25 W.G. RANGE HOOD FANS. 2. EXHAUST DUCT REQUIREMENTS: DUCTS TO BE INSULATED TO R-4 IN UNCONDITIONED SPACES, BE EQUIPPED WITH A BACKDRAFT DAMPER, TERMINATE OUTSIDE THE BUILDING ENVELOPE AND COMPLY WITH TABLE 3.3 VIAQ CODE. NOTE: IT 15 RECOMMENDED BY KING COUNTY TO INSTALL A CENTRALLY LOCATED WHOLE HOUSE EXHAUST FAN WITH A MAXIMUM SONE RATING OF 1.5 AND SIZED ACCORDING TO TABLE 5 -2 VIAQ AND CONNECTED TO THE AUTOMATIC CONTROL TIMER. THIS MILL 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 1947 EDITION 4 AMENDMENTS WITH SEATTLE BUILDING CODE AMENDMENTS, IF APPLICABLE 1941 WASHINGTON STATE ENERGY CODE WAG 51 -11 u ,!'? i. F ADS FLOOR: 40 PEP, ROOF: 25 FSF, ATTIC. 15 PEP, STAIRS: 100 PSF DECKS: 40 PSF, BALCONIES 60 PSF.GUARDRAILS: 20# PLF AT TOP OF RAIL SEISMIC ZONE: 3. BASIC WIND SPEED: SO MPH, EXPOSURE B (UNO) SOIL BEARING GAPACITr' ASSUMED AT 2000 NNO) IN PLANS OR A SOILS REPORT BY A QUALIFIED SOILS ENGINEER. EARTH PRESSURE ASSUMED AT 60 PCF EQUIVALENT FLUID PRESSURE FOR BASEMENT WALLS AND 30 POE FOR CANTILEVER RETAINING MALLS. CONCRETE MINIMUM COMPRESSIVE STRENGTH: 2500 PSI AT 25 DAYS NNO). 5 1/2 SACK CEMENT PER CU/YD, MAX 6 GAL. WATER PER SACK. MAXIMUM SLUMP 4 ", MAXIMUM AGGREGATE SIZE 1 -1/2" RETAINING WALL: 2500 PSI 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 CONC) STUDS JOISTS AND RAFTERS POSTS AND HEADERS BEAMS GLU -LAM BEAMS (SIMPLE SPAN) GLU -LAM BEAMS(CANTILEVER) DECK JOISTS DECK BEAMS METAL CONNECTORS "SIMPSON" BRAND OR AN IGBO EC/UN/ALEN MASONRY MORTAR: TYPE 5, 1 PC, 1/2 LIME PUTTY, 4 SAND. STFFL • GR. 40 .DAMES- ANDERSON DESIGN RFS /VEN77AL ARCHITEG77JRE ISO' PLAN) A CATHY .ANDERSON • REGISTERED ARCHITECT - 110 DAYTON ST. .6 " EDMONDS, NA. 98020 T16 -6766 PHONE FAx TI6 -6766 eL Eo N A HF 4 t2 OR BTR(PT HF "STUD GRADE" ' HE #2 DF DF #1 24F V3 "(I040 P.T. P.T.HF HF #1 1� J CONNECTION EARNS, 1. Joist to sill or girder, toenail 3.8d 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 n it 2-8d 4. Wider than 1" x 6" (25 mm x 152 mm) subfloor to each joist, f s: nail 3-8d 5. 2" (51 mm) subfloor to joist or girder, blind and face nail 2-16d 6. Sole plate to joist or blocking, typical face nail Sole plate to joist or blocking, at braced wall panels 16d at 16" (406 mm) o.c. - 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 rmit 9. Double studs, face nail . • ' 16d at 24" (610 mm) oc. 10. Doubled top plates, typical face nail Double top plates, lap splice 16d at 16" (406 mm) o.c. 8 -16d 11. Blocking between joists or rafters to top plate, toenail 3-8d 12. Rim joist to top plate, toenail at 6" (152 mm) ac. 13. Top plates, laps mid intersections, face nail 2-16d 14. Continuous header, two pieces .. 16d at 16" (406 nun) 0.0. along each edge 15. Ceiling joists to plate, toenail _ 3-8d id, Coadaaotta Molder to stud, toeodl 441d 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 nun) brace to each stud and plate, face nail 2-8d 21. 1" X 8" (25 mm x 203 mm) sheathing or less to each bearing, five nail 2-8d 22. Wider than 1" x 8" (25 mm x 203 mm) sheathing to each bestir g, face nail 3-8d 21 Built -up comer studs 16d at 24" (610 mm) oc. 24. Built -up girder and beams 20d at 32" (813 mm) o.c. at top and bottom and staggered 2-20d at eats and at .xdt sphee 25. 2" (51 mm) planks 2 -L6d at each bearmg 26. Wood structural panels and particleboard: Subiloor and wall sheathing (to framing): ess 1 /2" (12.7 mm) and less 19 /32 3 /4" (15 mm -19 mm) 1 /8° -1" (22 mm -25 mm) 1t /8 " -1t /4 (29 mm 32 mm) Combination subfloor- underlayment (to framing): 3 /4" (19 mar) and less • 7 /a "-1" (22 mm - mm) I t /g "- 1 (29 mm -32 mm) - 6d3 ' 6d3 gd4 ar 6d 3d3 10d or8d . ads 10d or Sds 27. Panel siding (to framing) 1 /2" (12.7 mm) or less 5 /a" (16 nun) 8d6 28.. Fiberboard sheathing:? /2" (12.7 mm) 25/32 (20 mm) No. I1 �° 6d1 - No 16 gag No. U gas ado No. 16 ga. 29. Interior paneling 1 /4'' (6.4 mm) 3 /8" (95 mm) 4d 17 3dB ABBREVIATIONS /GENERAL CONSTRUCTION AS ASV. ALT BD. E.1 SM CANT. G.B. GDR G.J. CL CLLR COM COMP GONG CONT D.B. DEL DIAM E.E. E.5. E.N. F_.)C E.XP EXT FIN F.G. F_J. F.F.L. FOS FP FTG GLB GL GR &NIS HD HDR HR HGT. H.L HW ANCHOR BOLT ABOVE ALTERNATE BOARD BLOCKIN BEAM CANTIL./ER CARRIAGE BOLT CEDAR CEILING JOIST c NTERUNE CLEAR COMMON COM POSITION CONGRt I t: CONTINUOUS PENNY DEADBOLT DOUBLE LIIAMSTtrR EACH ENO EACH SIDE EACH NAY EXISTINIS EXPOS EXTERIOR FINISH FIBERGLASS FLOOR JOIST FINISHED FLOOR UNE FACE OF STUD FIREPLACE FOOTING GLU -LAM BEAM GLASS/GLAZING GRADE GYPSUM WALLBOARD HOLDOWN HEADER HANDRAIL HEIGHT HEAT LAMP HOT WATER ABBREVIATIONS/ELECTRICAL/MECHANICAL/ LIGHTING ESM 5SP U.G. FSNH 555 L.P.D. VTO GFM FI FCTRIC SERVICE METER ELECTRIC SERVICE PANEL UNDERGROUND Fl. FGTRIC WALL HEATER ELECTRIC 5AS55OARD LOCATE PER OWNER VENT TO OUTSIDE CUBIC FEET PER MINUTE ELECTRICAL/ MECHANICAL/ LIGHTING SYMBOLS T SWITCH 5 WAY SWITCH DIMMER SNITCH TIMER SNITCH DUPLEX OUTLET HALF SWITCHED SPEC. APPLIANCE FLOOR OUTLET 220v OUTLET WA7ERPRF OUTLET 1 GFIG OUTLET gat -r INCL. INT LAM UN MAX M S. MIN INC. NTS O.A. O.G. O.H. 055 PL P.T. PN R R5LOG RgaD MIS R.O. P.S. S.C. SHT SH SKY SLDG 51 T T T. B. T.PL. TYP T4G UNFIN. U.N.O. V-S. V.G. WD W1. W.P. &FIG SD W.S.L H.S. C.O. CAR. ELECTRIC PANEL ELECTRIC METER SMOKE DETECTOR EXHAUST FAN CABLE JACK DOOREELLJGHIME PHONE JACK THERMOSTAT HEAT REGISTER ELEG. SASE ED INCLUDE INTERIOR LAMINATED UNEN MAXIMUM MACHINE BOLT MINIMUM INCLUDE NOT TO SCALE OVERALL ON CENTER OVERHANG ORIENTED STRAND BOARD PROVIDED BY OWNER PLATE PRESSURE TREATED PL YNIOOD RISER RELOCATE REatUIRED ROD AND SHBLP ROUGH OPENING ROUGH SANN SOUR CORE SHEET SHELF SKYLIGHT SLIDING SHEAR/NALL TREAD TIE DONN ( TOWEL BAR TOP PLATE TYPICAL TONGUE ANIX GROOVE UNFINISHED UNLESS NOTED OTHERNISE VAPOR 5ARRIER VERTICAL GRAIN WOOD WROUGHT IRON WATER PROOF GROUND FAULT INTERRUFT CIRCUIT SMOKE Dt I tCTOR WATER SERVICE UNE HOSE SIBB' GLEAN OUT COLD AIR RETURN /J SURFACE UGHT WALL MNT. LIGHT RECESSED UGHT CHANDELIER FLUORESCENT TRACK LIGHT FULL CHAIN UGHT GAS METER FLOOR DRAIN HOSE 811313 TABLE 23- 11 -B -1 TABLE 23 -11- - NAILING SCHEDULE 1997 UNIFORM BUILDING CODE Common or box nails may be used except where otherwise stated. , Nails spaced at 6 inches (152 mm) on center at edges, 12 inches (30' 48 inches: (1219 mm) or more. For nailing of wood structural panel a for wall sheathing may be common, box or casing. 3Common or deformed shank. "Common. 5 Deformed shank. , Corrosion-resistant siding or casing nails conforming to the requirem 'Fasteners spaced 3 inches (76 tom) on center at exterior edges and 6 i "Corrosion- resistant roofing nails with "As-inch-diameter (11 mm? h length for 25 /32 -inch (20 mm) sheaddng to the require 'Corrosion- resistant staples with nominal. /16 - inch (11 mm) crown an for 25 /32- inch (20 mm) sheathing conforming to the requirements o toPanel supports at 16 inches (406 met) [20 inches (508 mm) if strong spaced 6 inches (152 mum) on panel edges, 12 inches (305 mm) at i "Panel supports at 24 inches (610 mm). Casing or finish nails spaced mm) at inter -rediate supports except 6 inches (152 nun) at alt supports where spars are d particleboard diaOre. -,s and shear-walls, refer to Sections 231533 and 2315A. Nails is of Section 2304.3. ches (152 mm) on center at intermediate supports. and 1 -inch (38 ram, length for 1 /2-inch (12.7 mm) sheathing and t3/4-inch (44 mm ) nts of Section 23043. 1 /a-inch (29 mm) length for 1 /2 -inch (12.7 mm) sheathing and 1 (38 mm) length 'on 23043. axis in the long direction of the panel, unless otherwise marked]. Casing or finish nails rmediate supports. inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. COPYRIGHT © 1AD lo=25 q UNAUTHORIZED REPRODUCTION OR USE 5 PROHIBITED AND PROTECTED BY FEDERAL LAW JAMES- ANDERSO]d ®ESION RES11:0J7/AL ARCHITECTURE l CATHY ANDERSON REGISTERED ARCHITECT 030 DAYTON' ST. 06 a EDMONDS, N1AA, 18020. T16 -6166 PHONE FAX 716 -6166 - 7 - \ V ra .. I . . I ii. 4->e 1-1171 • .* 6,644- f ot :=_f 41 6,94v- cdr-r FLOCS TIES/ HOLDOWN5 SIMI COPYRIGHT © 1101W I /V1 UNAUTHORIZED REPRODUCTION OR USE 15 PROHIBITED AND PROTECTED BY FE-AL LAIN ...1AMEZ-AN.CER501 CEZIGN RE511:26 ARCHITECTURE i-ft?Mw.7' • - iw.A& A- rod,J,7,00 CATHY ANDERSON • REGISTERED AR.C.H11E0T 530 DAYTON ST. I% • EDMONDS, AA. 43020 - T76-3166 PHONE FAX T16-6165 SHEET ECEIVED CIP OF TWV, A .1 r_2a44 STRAP NAILING HOLDOINN SIUD ANCHORAGE HOLDONIN ANCHOR BOLTS NOTES ...AL ...da5iTi-,Z • ** • --- ? 1 I ) - - • C if , 1 *Z - le-J • - , ---- t V (6 011) 141 -1 /e , ci' Z.4." 1- -'n'›e'r 7 -r ,. 2 _z --4-. ?*--- ."--- 2 ( I - 1-1-) 4 . e! • it.d.-r- . 1 - 4 - -7 ---x ..-...._ , (it: 1ia12k- ,,,) . ( --/.)-) -114.1 3 e, -16.-f Ito -104 - :1 1A .. _.... .. -fa, - A 1--: 0 Pi 1 4-r - r, - ?'5 . 1- LOCATE HOLJDOINN AT EACH END OF SHEARINALL 5- EXTEND FDN DON AS REGVD TO 2- CRIPPLE WALL CONSTRUCTION SAME AS ABOVE RECEIVE HOLT201^IN A.B. EMBEDMENT 4- THREADED ROD AND COUPLER AS REG'0 SHeiNKYNIALL SCHEPULE- STUD FRAMING MARK SHEATHING ON 2X HF O.N.O. !NAILING EDGES LKT.) U.N.O. NAILING NEW SHEAR FLok\I NAILING EASE ".. r'LAT. RIM JOIST SILL PLATE ANCHORS \i'-1-- -7 /1 It O'--rP/ 15 /z - '' PW ' 87'4 6 2.." OC - To vii 0 4 JV 1 , , . , „ e 4 I 2 .• ' 1 e ° --1 e A 7- 2,5 - r d:,1 Yz-11)e " I7 6 yq_ I 77I V 0 i v v e r , v ,/ b.)-e 4 II , 1 .e.. e-I s 1 Z , I 6, cle¢ 4 Vz..it qw __-6-r.., .. I -- —'a li• \lki--4 -2r 11 el- " *. e I " 1 ..,1 4 ,, F 1 , , , . , " 1 - 0.! a-c...., , il - ele:) - ■,,/ ) 9 ‘ 1 7.:: f e ',,-,3 P / .%..l'e-e...i ' ii 94 A4s7 • • .. , -Lp 1,,/ 7 .0 1 FW g-,1-7, .. ej •=t-" 1 ii ....4-e 1z- - - • . • 1_ v • e-Nirv-o-3A-L,L- C 1 AX R....4 1 4 & --- C? it 11, /...3or • - 7 - \ V ra .. I . . I ii. 4->e 1-1171 • .* 6,644- f ot :=_f 41 6,94v- cdr-r FLOCS TIES/ HOLDOWN5 SIMI COPYRIGHT © 1101W I /V1 UNAUTHORIZED REPRODUCTION OR USE 15 PROHIBITED AND PROTECTED BY FE-AL LAIN ...1AMEZ-AN.CER501 CEZIGN RE511:26 ARCHITECTURE i-ft?Mw.7' • - iw.A& A- rod,J,7,00 CATHY ANDERSON • REGISTERED AR.C.H11E0T 530 DAYTON ST. I% • EDMONDS, AA. 43020 - T76-3166 PHONE FAX T16-6165 SHEET ECEIVED CIP OF TWV, A .1 r_2a44 il V I --•-,c2" / 7 il 7'-o' 1 ■.4„ il",e2' 5........)....:::)„ / 11 : it„ ., v i .. 41. / 4cp1.16 r p 4, '0 V -.9 . . III ti--1. . -acr - t- . . — , . - 7 - ■ r 1 ' , ,, -q•kInik CS6`( ,,,' ' • *D ?CZ 3 A 2 ".- j L -...-------- ..,,,,,,..... ..., 1 ,,,,,- rz AN f , . LA -.A i______.eiot—t ,,,..e4.-,- vy,,,, ''''''(''' . 1, ile--- 1 L V I (..ties-fq ' f V...6v1 r76- - '- 10" /4--6' 1 . .i N 1[ I / < • re , ' - *"‘•..t.r..-L, (11 ird lilf II . -----1- Gl- .- .1-. --,-. — c-- ___L711111I . vii_I-T, Di/ Ga...#7 2,4 6-r6441-1 MI P 2 0.1 - 4 _._ 7.. 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( 814 ` .4-'. ic...,6.., Ira r-b.-11-J V-2 ...2:' i•-• ) ‹ - ,.9, 6 P C•Gil-,11,(4•1 _ , - --- '' T — -.... .---. ----1.-..,7:„.;7 IA i--1 , K ,,,,,, kov ----- 1 r 1 — — 4 4 - / / .6'-r--fq 44-e•-f7Ef ,t/ -=f I j SYY-; - 7 Nk , , ,\ N krr---7--, ./1 f ' 1 7-, 441 ci■simm.,1111, I/ i '/ el I I - ‘,. I V • / if -•-' 1 li / / - 2 —,,,, ...lAtofES-ANDER501 vezi GM ig.II7EH77AL ARCHI TECTURE ii DATE 2 - 1 . 1 e2 1 '1 3- z-4-- II St Cr OF e... / .---- — ot---p 1 t-f- .1.,ee 6-691-0 e ...r.-- , a - rm. . % I (ao a i.s.r--44e- r• 4-ILe ca 1 ( D copyRioNT moRizED REPRODUCTION F'ROHIBITED AND FRarecTET 1 1 © JA 1 .1c1c1 OR. USE ay FevERAL IS LAN / -,- 1,9or- CATHY ANDERSON 330 DAYTON ST. T16-6766 PHONE • RESISTERED ARCHITECT #6 • EDHONDS, Y.1.A. 6-616e qt3020 FAX 71 / / 1 --4 1d:7 r-z2 I - , / 7 1 1 , , 7, -r-4 ,,-, . '' / 4" ' •' 1'7 1 '. i4/ ' rl - --' ,6• I I 4-'- 0" th ...... ,,. .1 , R i- 11 a,,, _4,-,i c_ ,) W. 1 1 i f2 • t, e....1 av. - ...! . c , ' I i _ , -t .......1--_ i 3)t 6( / , v Jrn — 1 1 -.'/ x IlIA \41--is-1--1 , - 1 I isv.., '2.0,Lie ..e-ev _s .0...-. ,.... , N I i 1 4.xl-z,. /On t2r r 74.77 ' 1 1 r 4.÷,v ght Itr>1 EllrillINE21■21•1101111111111111111=111111 4.11 ME II .111111111111111111111111111 111111111=11 167A0111111 1114111111111111 1111111111111111111= 111 1 10 1111111111,1' I 1 111 II o1 II -r II 111 IMEMIE r Z-2X+ 14 nil t. 1 r I k 4Lete- P-tt2 7 rrl " Z-)4 4 . iz o COPYRIGHT QD c i9 . 1 UNAUTHORIZZO REPRODUCTION OR USE e PROHIBITED AND PIR.OTECTIa, BY FEDERAL LAN ...1AMES-ANCJEK.5ON rPes IN RE511,0477AL ARCHITECTUfZE 14- I coo9 CATHY ANDERSON 350 DAYTON ST. 1.6 C-‘1 4e9g 0 N 9 30 .2 DATE j' "1 -6 1e , - 2- - SHT RECEIVED CI Y OF TUKWILA REGISTERED ARCHITECT FL+, M Y 1•4 2 41, EDMONDS, NLA. 18020 Building Component Description U or F Value Heat Loss Factor Component Footage Heat loss in BTUH A. }Nindow Skylite Double AAMA iested .516 23.14 230.0 5459.25 Sliding 4 Swinging Double AAMA tested 375 17.25 29.45 SCISSOR TRUSS 4/12 PITCH (R -30) Glass Door 5/12 PITCH (R -50) .039 B. Opaque Door flood 1 3/4 w /panei5 .570 2622 5/12 PITCH (R -38) .055 Wood 1 3/4 SC 330 15.15 .033 YVood 1 3/8 5G .390 17.94 17.8 315.44 .082 Insul. metal w/TB .110 5.14 20.0 174.50 144.6 in5ul. metal to/TB .142 6.53 10.12 SLAB ON GRADE (R -10) RIGID N/ TB C. Roof /Gelling R -30 .036 1.66 950.0 1573.20 Insulation R -35 .031 1.43 3.5 ft. 'BELOW GRADE INTERIOR WALL (R -13) P. }Nall insulation R -13, wood studs • .052 3.77 178.0 671.42 above i below grade R -13, wood studs .058 4.05 1643,0 6650.5.E. .420 R- 21,wood studs .057 2.62 357 E. Floor Over Unheated R -19 .041 1.89 950.0 1791.70 Space Insulation R -30 .029 1.33 F. Slab On Grade Floor R -10 .540 24.84 Perimeter Insulation G. Basement Floor None .032 1.47 H. Infiltration Post 1980 .018x.b AGH 0.50 12704.0 6552.00 GROUP R OGCUPANY PROPOSED UA PROPOSED ASSEMBLIES "U" AREA U X A FLOORS (R -19) .041 950 38.95 FLAT CEILINGS I'4/ ATTIC (R -30) .056 FLAT GEILINGS W/ ATTIC (R -38) .031 950 29.45 SCISSOR TRUSS 4/12 PITCH (R -30) .043 5/12 PITCH (R -50) .039 4/12 PITCH (R -38) .040 5/12 PITCH (R -38) .055 CEILINGS VAULTED (24" 00) 2 X 12 VENTS (R -30) .033 GLAZING .516 230 118.1 2 X4 WALLS STANDARD (R -13) LAPPED WOOD .082 175 14.6 2' X 4 WALLS STANDARD (R -13) T1 -11 .088 1643 144.6 DOORS .284 31.15 10.12 SLAB ON GRADE (R -10) RIGID N/ TB .540 2.0 ft. BELOW GRAVE INTERIOR WALL (R -13)' .064 SLAB (R -10) W/ TB F. .600 3.5 ft. 'BELOW GRADE INTERIOR WALL (R -13) .058 SLAB (R -10) W/ TB F. .570 1.0 ft. .BELOW GRADE INTERIOR WALL (R -13) .050 SLAB (R -10) W/ TB F. .420 PROPOSE .D TOTAL. • TOTAL TARGET UA TOTAL PROPOSED UA 357 3 357 t ' I I . n I f I I, it x /12 Zx1 I >tG i x& U1J0Giz- I xG . I t711-.1 G1 I I hiPir =61 ( Tii } N 1 AL IL Pl.S.. I.AJ G/' 11MV i t ;•° YstINPOW 5G1-iEDULE 3 18 WEIGHTED 'U" GAS POOP-S 10.12 2 WEIGHTED 'U' GAS WINDOW MANUFACTURER DOOR MANUFACTURER SIZE TYPE 4/0X4/0 Sidg 2/0X2/0 Fixed 4/0 x 3/6 Sidg 1/6X4/0 Fixed 6 /0X4 /O 6 /0X6 /1O 5 /0X4 /O 3/0X3/0 2/0X2/6 3/0X6/8 28X6/8 SIdg Patio 51dg Fixed SH In. stl. SG wd �1G -hr fit' tl'e7' 2 AREA 32.00 4.00 14.00 36.00 24.00 41.00 60.00 9.00 10.00 230.00 20.000 17.750 0.53 0.50 0.53 0.50 0.53 0.49 053 0.50 0.53 0.19 0.39 "UA" 16.96 2.00 1.42 18.00 12.72 20.09 31.80 4.50 5.30 Safety (1) Egress f 118.79 0.516 3.80 Solid urethane 0.264 6.92 1 3/8" MILGARD MFG EHIFIRE NOTES OWNER: )0AX 11amiE3 41./c. PLAN #: 1609 A E gress/ grid HEATED FLOOR AREA: 1605 Grid /obscur/ 1 „t ' (2) gridpitt.f1 Egress g (2) obscure 3.5 ft. BELOW GRADE 7 . 0 ft. BELOW GRADE TARGET TOTAL 19 COPYRIGHT ©JADE UNAUTHORIZED REF'RODUGTION OR USE 15 PROHIBITED AND PROTECTED BY FEDERAL LAW GHAPTER 5 COMPONENT PERFORMANCE APPROACH RESIDENTIAL OCCUPANCY/ OTHER FUELS .041 .036 .034 .650 .062 .400 .540 .043 .690 .041 .640 .031 .510 AREA 950 950 240.8 1811 31.15 UXA 38.95 34.2 156.5 112.3 15.1 357 JOB #: GROSS WALL AREA: GROUP R OCCUPANCY TARGET UA TARGET ASSEMBLIES FLOORS ( -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 GRAPE INTERIOR WALL (R -19) • SLAB (R -10) F= INTERIOR WALL (R -19) SLAB (R -10) F. INTERIOR WALL (R -19) SLAB (R -10) F= EQUIPMENT SIZING FORM Design Heating Load DHL= (heated floor area) 1605 Minimum Required Equipment Size = DHL x 1.o Maximum Required Equipment° Size PHL x 2 Proposed Equipment Size (output) .JAMES- ANDERSON PE51GN RES/OENTIAL ARCHITECTURE i,A&16 A 1 &eci G ig+ %� -t.T`I �'.f�•'�(i'> CATHY ANDERSON • REGISTERED ARGHITEGT 330 DAYTON ST. $*6 • EDMONDS, kVA. 93020 M T16 -6766 PHONE FAX 776 -676b 2089 14.33 22991.70 45983.39 25000.00 22991.70 DATE 1 2_12- ar% GEIVE[3HEE - 451 �w¢i'gcdhin'diwhr�plw': ` p � �faldW I w iu$d ; ! a!4nwdamwrnpOwacrF m!�i� �nmmfw� g!ndumw�. narapaalM1lWfit.ffa9ur. IP OP Numw d1 WIZ j ! ' Iriallatt04 up�t INpn''+ iMaaym p_me r ri, } yap f i t I' IAuItNi a l�7Btl!�f� 1p ! 1 _ ` f(! I I ii n+ � 4+wMV!�w�l � i hNpuw!�Ilp I d +�I +i�yyWln+M j� IH +11 y ( uFP�!�fWlf�jl9rnll'IMNNf41J! • rl,nmamw fil�ml�; z z z � 4 W 4 KA hwAL F LA Ar Mims Hours £ mtr : - Fur Irrr. E • . . ,•• L,•i,J¢ wy 0r9N9 • • Me ScRr ry D+ru(E a... rnoroc DmiPER J( ea if t _ re6 Ara ) INTAKE r*114( 1 _ E -rarer- . II _40! XX 0/8'H.x1Gji G+ 4 r P. (;;C ? - j'• SUPPLY AIR 5 TAU:. MO EST ExHAUST trt 5 L 1 0o G-tvide u}" wr-o- 4 �.- lb i° li) ealickwit. z4 x- 4 •k =( . O•. /A5j4. • 4' TO < 6 2 aa>� 6' TO < 8' 19-): 14 !LEIS k i G� 4 C ` , Id' rI6P1- rkj gi)1-IL.4r2 LoiV REINFORCEMENT SCHEDULE HEIGHT VERTICAL IN FEET REINFORCEMENT 2'. NONE REQ'D 2'TO < 4' #4 e 24' O.C. I es 01.11111231213 . toA S d , - IZocf -( `I fAiLDP.�J) t -/\•!A y� y 11 4- 6-1,11 e. 1 6,1i .G.OJN0 -r-1-11 HaaH. ..1-,441-1-i1-1 4 w fl-t 1i iP 7 �>; &14- ee`o =txr- f 1Z -riao I4 � L2're h'( D -IJIJv 6 i tf /2 I 'I 6.6,v D w44-1..- 2x4 �Jcsa :J 5IA.0 .GI P)1I' -J Jofy�' Zx4. Fi:& \y/ fl } Z ' � 7/ "x'i��," { {,� J p �N6a� I(z I' � 4( I0'o.0 , HQ HORIZONTAL REINFORCEMENT (1) #4 TOP BAR #4 e 24' O.C. #4 e 18' D.C. #4 e 18' O.C. #4 e 16' ❑c, #4 e 10' D.C. rmf;TMrc R'c nrcTrM p P I NUJ I- I LU 0 64;446 .MIME=S- ANVERSON DESIGN RESIDE°N77AL ARCHITEC7VRE 14 AJ 2 C I!(0 ¢ATHY ANDERSON • REGISTERED ARGHITEGT 330 DAYTON ST. #6 • EDMONDS, NA. '15020 116 -6'166 PHONE FAX T16 -6166 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 CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY 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, OR 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. 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 WATER SERVICE CONSTRUCTION NOTES EARTHWORK ESTIMATE SHEET INDEX VICINITY MAP SCALE: 1 " =4 MILES 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. 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. These plans have been reviewed by the Public Works Department for conformance with current 3. ALL VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER"flN'AlrdiPAcygtWeI stett4 liaLf[rtTiEs aa111 ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING DRAWING MC '1 ' - -` i u '- �i�iations of oe a tsaponsibility for the adequacy of the design rats totally with the designer. Additions deletions or to these after Ns din vW void this a •.. and will require a saabndmt d wind dawioy for subsegtent'approraL CUT 30 CU. YDS PER LOT SHEET 1 SPECIFICATIONS Find 'Mel ame is whiaet so field ierpatios by the Public 1D tt��i FILL 30 CU YDS PER LOT SHEET 2 EROSION & SED,IMENTATI : CON UL V SHEET 3 GRADING & DRAINAGE PLAN '/ -7 I° I r 1. TVNIA'\ I f rn F) F- 0 J tp F- 0 J vi vi > > aQ 00 M N cc ) I I N rn N M 00 I I 0 0 00 00 00 z z hi w J J ET_ a: PROJECT NUMBER 00 -007 SHEET 1 OF 3 t0 0 N iv ts- O co o co O tO 5 d� z� O " . 1• 0 r7 0 J 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 W 7 W CLEARING LIMIT cj 0 w W 30' 102 X II OH X 011 L. III E XISTING UTILITY POLE IP . II n . . ,o G EXISTING GAS LINE EXISTING SANITARY SEWER GRAPHIC SCALE 10 ( IN FEET) 1 inch =10 ft. 30 Lot 36 20 -0 P PROPOSED RESIDENCE F.F. 102.5 LIMITS OF — CCEARING— PROPOSED GARAGE F.F. 101.9 EXISTING CONTOUR AND FINAL CONTOUR ARE THE SAME INSTALL TEMPORARY SILT FENCE (PER DETAIL) AS NECESSARY EXISTING RESIDENCE TO REMAIN PROPOSED RESIDENCE F.F. 102.5 LIMITS OF CL PROPOSED GARAGE F.F. 101.9 I II . II 1 11 I1 II EXISTING 48" :SAN Lot 39 20' 0" PROPOSED RESIDENCE F.F. 102.5 PROPOSED GARAGE F.F. 101.9 _ �0O0.o0O0.O0 'E1 U U Ug QAq„Gd, , • 0 '0 00 • ■ O O w • •II 0 x _awQ.4-1—.* •ant 0 0 0: o o • o o o 0 0'0 "0 0'0 000000001 ��IST ." METE' • Q co o TO REMAIN a� . 0 O . 0 0 0 0 0 .1,� 'o_ot o_o o o'o'o °o'o 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 G S. *- ` G NOTE: 1. PROTECT EXISTING SANITARY SEWER LINE TO LOT 37 DURING CONSTRUCTION. 2. EXISTING CONDITION OF LOT 36, 38, 39 IS A LAWN. 7/0/ P te ) EXISTING TREE HAS BEEN REMOVED 100 INSTALL STABOLIZED CONSTRUCTION ENTRANCE PER DETAIL NOTES: B. D. E F. G. BURY BOTTOM OF FILTER L MATERIAL IN 4 "x4" TRENCH 6' MAX. \- 2 "x4" WOOD POSTS, STANDARD OR BETTER OR EQUAL ALTERNATE: STEEL FENCE POSTS A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH IT THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, rILTER CLOTH SHALL BE SPUCED TOGETHER ONLY AT A SLPPORT POST, WITH A MINIMUM 6 INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 !POHEO- A TRENCH SHALL BE EXCAVATED, ROUGHLY , INCHES WIDE AND 4 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE. BURIED. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A HIRE 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 MARES 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. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 12 INCHES OF THE FABRIC 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. WHEN EXTRA - STRENGTH FILTER FABRIC ''.AND CLOSER POST SPACING ARE USED. THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED., IN SUCH A CASE, THE' FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE', E APPLYING. 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. PROPOSED 28' UTILITY EASMENT FILTER FABRIC MATERIAL 36" MIN WIDE ROLLS. USE STAPLES OR HIRE RINGS TO ATTACH FABIC TO WIRE. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. 2 "x2" BY 14 GA. WIRE FABRIC OR EQUIVALENT 1 24 "MIN 1 12 "MIN 36 MIN 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 NATIVE SOIL OR 3/4" WASHED ROCK 4" MIN - I 2 "x4" WOOD POST - ALT: STEEL FENCE POSTS SILT FENCE DETAIL NOT TO SCALE INSTALL FILTER FABRIC OVER CATCH BASIN OPENINGS / GEOTEXTLE FABRIC UNDER QUARRY SPA (MARAFI 600X 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 PERH.SDOT 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 PUBUC SAFETY. STABILIZED "CONSTRUCTION ENTRANCE NOT TO SCALE 1 i-- / / M CO 0 0 O • Vi vi z LLi p < U o w I I • N N N N Cfl \ M a- z 00 O I I H I o 0 O oCD W • Z Z J J L� L� C- O co O it I to CV O PROJECT NUMBER SHEET (D M I- 0 J vi 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 SQ.FT. 574 SO.FT. 1816 SQ.FT. 017900 -0195 10 EXISTING FIRE HYDRANT W GRAPHIC SCALE BUILDINGS WILL BE SLAB ON EXISTING CONTOUR AND FINAL CONTOUR ARE THE SAME DOWNSPOUT CONNECTION POINT (TYP) 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 I 6" PVC TESTING TEE 2 -6 "x4 "REDUCERS �y ca, 0 l_ FINISH GRADE SPOT ELEV. EXISTING UTILITY POLE ( IN FEET) 1 inch = 10 ft. GRADE PROPOSED RESIDENCE F.F. 102.5 PROPOSED GARAGE F.F. 101.9 ' EXISTING ,6" PVC SIDE SEWER 5= 2.00% TYP . I Lot 38 e PROPOSED RESIDENCE F.F. 102.5 PROPOSED GARAGE F.F. 101.9 102 30' 55' -6" IE= 88.08/ . S IE =87.40 . STA. 75 +58 G ELEVATION DATUM: ASSUMED BENCH MARK: CATCH BASIN GRATE EAST OF LOT 42, ELEV.= 100.00 30' 20' EXISTING GAS LINE —► G EXISTING 8" PVC SANITARY SEWER S= 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. J 30 . CLEARING LIMIT IS THE PROP RTY LINE `i. 6t \0 O 1— NORTH 30' o t 7 PROPOSED 5' UTILITY EASEMENT EXISTING RESIDENCE TO REMAIN 12223 -43RD S 1 -4" PVC WYE " PVC CLEAN —OUT 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 30' NORTH U y U IE =88.39 0 ISTIN6 ATER METE TO REMAIN G ,..... G .... $ % �. 0...... INSTALL MAIL BO STRUCTURE FOR 4 BOXES PER TUKWILA STANDARD DRAWING NO. RS -6 EXISTING CATCH BASIN VANED GRATE: 100.00 IE(12 "DI): 97.90 EXISTING DISEASED /DANGER TREE PER OWNER, HAS BEEN REMOVED 0 5 - V EXISTING UTILLTY POLE 0( 721 STING 48" SAN 30' Lot 39 2D'—O" S S S. S .F s IE =87 71 EXISTING. 6" PVC . STA. 76 +35 D SIDE SEWER S= 2.00% TYP SLOPE =2.00% MIN. 12' MIN. A OR RESTRI W 7 _ 00F DOWNSPOUT OVERFLOW G OW PROPOSED 4" PVC SIDE SEWER WITH CLEAN -OUT SIDE SEWER CROSSING MUST BE 24" LOWER THAN STORM PIPE PROPOSED 4" PVC SIDE SEWER WITH CLEAN -OUT PROPOSED 28' UTILITY EASMENT PROPOSED GAS SERVICE UNE TYPE 1 CATCH BASIN (TYP) VANED GRATE: 101.50 IE 97.50 48" DIAMETER DRY WELL PER DETAIL W too INSTALL WATER METER AND SERVICE CONNECTION < 'PER CITY STANDARDS • • NOTE: 1. SANITARY SEWER CLEAN —OUTS SHALL BE EXTENDED TO FINAL GRADE PER TUKWILA INFRASTRUCTURE STD. DWG. SS -2. 7i 114' MESH SCREEN ON PIPE INLET OVERHEAD UTILITY LINES EXISTING 12" D.I. STORM DRAIN FLOWING NORTH EXISTING 8" DI WATER MAIN \\\\\\\ TYPE 1 CATCH BASIN WITH MANED GRATE INSTALL 24' - #4 REBAR AT CENTER OF DRYWELL FOR FUTURE LOCATION DRY WELL DETAIL SCALE: 1 " =2' EXISTING CATCH BASIN VANED GRATE: 99.5 IE(12 "DI): 97.40 48" CC OVE SEASONAL WATER TABLE TIVE LAYER MAX. 4 -4' LEACH BED TUBING ON LEVEL GRADE FILTER FABRIC LINER ON SIDES AND TOP OF DRY WELL 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— SDR35.1 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. 1-01/ z W 1 -1 -1 0 0 N Vi Li Li cn O M cF I N rn N N N CO LO CO CO EN N LD 0 N ▪ O N) P7 0 0 (n Vi u_i Li Q Q 0 0 I M I • LI') N N CNI N 17 O o I I O O N N N 0 0 O O Z Z LLI J CL O O N 0 SD Z PROJECT NUMBER D 7 7 ciry of Ti no����