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HomeMy WebLinkAboutPermit D98-0397 - DOAK HOMES - NEW SINGLE FAMILY RESIDENCED98 -0397 4646 So. 150th St. Doak Homes City of Tukwila 0, (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIODEXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK:- Permit No: Status: Issued: Expires: Parcel No: 004200 -0217 Address: 4646 S 150 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: V -N Gas /Elec.: Units: 001 Setbacks: North: Water: UNKNOWN Wetlands: .0 South: Sewer: Slopes: Contractor License No: DOAKHI *092NZ D98 -0397 ISSUED 02/04/1999 08/03/1999 Occupancy: DWELLING UBC: 1997 Fire Protection: NA .0 East: .0 West: .0 OCCUPANT DOAK HOMES 4646 S 150'ST, TUKWILA WA 98188. OWNER DOAK HOMES INC ..11917 4 AV SW, SEATTLE WA 98146 CONTACT DARRYL DOAK .11917 4 AV SW, SEATTLE WA 98146 ENGINEER ALLIANT ENGINEERING &LAND SURVEY P.O. .BOX 2596, WOODINVILLE WA 98072 CONTRACTOR DOAK HOMES INC. 11917 4TH AVENUE, SEATTLE, WA 98146 ******* k• k************************************************** * * * * *'k *,•k'k **k** * * ** * * * ** Permit Description: CONSTRUCTION OF A NEW 2,274 SO FT SINGLE FAMILY RESIDENCE,.689 SO FT ATTACHED GARAGE AND 20 SO FT OF COVERED DECK AREA. PUBLIC WORKS ACITIVITIES INCLUDE: ACCESS AND STORM DRAINAGE WATER AND SEWER BY OTHER DIST: *****************'***.********************************** * ** * ** * * * ** * *.* * * * * * * * * * * * * * *** Construction Valuation: $ 206,242.70 PUBLIC WORKS PERMITS: *(Water Meter.Permits Listed Separate) .Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: No: Flood Control Zone: Hauling: Start Time: Land Altering: Landscape :Irrigation: Moving Oversized Load: Start Time: Sanitary Side Sewer: . .No: Sewer Main Extension:. Private: Storm Drainage: Y. Street Use: Water Main Extension: Private: Public: * k• k* k************************************************* * * * * * * ** * * *'k * * ** * * * * * * * * ** ***A TOTAL DEVELOPMENT PERMIT FEES: $ 2,707.87 Streams: Phone: 206- 246 -6587 Phone: 206 -246 -6587 Phone: (425)485 -1083 Phone: 206 246 -6587 Cut: Size(in): End Time: Fill: End Time: Public: .00 kA** k**************• k********************* *********** ** * *** * * * * *** * * * * * * * * * * ** * * * * *A 1/0/ Permit Center Authorized Signature:/ Date :Z_ _ T hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I ani authorized to sign for and obtain this development t-rmi Signature: Print Name: Date: ci-cl This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKWILA Address: 4646 S 150 ST Permit No: D9S-0397 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 11/19/1998 Parcel #: 004200-0217 Issued: 02/04/1999 *k****4(*Ak*****AA**k******A***k**k**k******************P************A****** Permit Conditions: 1, No changes will be made to the plans unless approved by the Architect or Engineer and the...Tukwila Building Division. 7 . Plumbing permits shall Seattle-King County Department:pf::RybliC 'IuMbjhg,,,will be inspected by hat agency : Including all ols .(296-4722). Electrical pe' be obtathedthrtiygh,the'W'4Ongton State Division of,Eabor'and Industries and*aq:eleCtOcal work will626 Inspected by 4 All mechanical wOrk shall be under separate perMftYisSUed by the CitY:bf'TOkwila,': • ,,, • - , 5. All pe'rmits, inspectionreCords, and approvedplansshalT•b,e available at the Job site prior to the start of struCtjonThese documents 'are be maintainekt,and,,ovall ablenttr'final inspaction..00rOval. is granted. 6. Engineered truss draWings-and calcylations shall be ory:, and vailable to tire hutldnjg in:pector for inspection pur'pses. Documents Shallear sianatUre'ofta watiMingPPliState Engineer " - • 7.:AltonstrOct:icin to be done in cOnfo'rmance<with approved plans andreguirements.*Of the Unifo Code (19'7 Edition) as amendedi/UniforwTiechani.cal,Cade (1997 Edition) and State.-Ener'gy COde(1997:01.tipn), 8. Notify the City of Tukwila BuildThg.Divls4ow placing any concrete This procedure 1: addition to any requirements for special inspect:low: P 9. Any emapsed insulations backing'Material shall have a F1anie]/ Spread' .Rating of 25 or less, and mate'riaLshaj,,U bear identA ficatfOW perfOrmanceratfngthereo,f. 10. All wood to remain in placed concrete shajXbe tr:ffated/wOod. 11. There shajlbeho„occupancyof the building() Urll the final inspection iias been completed by the TukOla • , • Inspector. 12. Validity of Permit The isSOanCe tif4 permit orpproval of plans, specificaps, andcomO"utatiOnIs shapf64te cdh-' strued to be a permit for or an approvallarly violation of any of the provisiOnspf::,,fWb(0 or of any other ordinance of the juriid+CeiOn: permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13 kkk***kk**A*kk**A**Ak*puBLic w0RKs***A***4***A***********.#** 14. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities. 15. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection, 16. Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15%. Turning radii shall be a minimum of five feet. 17. Driveways shall he paved for a minimum distance of 20' from the edge of existr road pavement. ,t,• 18. +fauling over 50 cy )all require application 'f(lje Hauling , ,, Permit prior to enY,associated activity. • . , • 19. Downspouts , driveway, patio and drainage from other impervious areas shall be collected ift drain system. Drains shall be 4 min. diameter. PVC schedule 40 or corregated poly ethalyne pipe with a smooth : interior wall. NO AD $ flex pipe... Drain shell be laid with a minimum 11/4 slope for graVity to1ocatton:, •:. :: ' approved by Public Works Dept, -DoWnspouts . shall not connect to footing drains, : Footing dra in and downspouts may share , — e single' discharge pipe downstream of the lowest fobtind: •• drain. . . 20. The City of:Tukwila has an unAergronding ordinance reqUi•rihg the power', telecoMmunicatioAs',.. servicel 'underground-. from the p,o4fit''' the : p o l e to the :- house. „...er2a,;.,.,..?5:-..”--7"'" `-‘14%,.--';:' ....I The ; app 1 i cant. , nIu.4, :; ,notify 4: h i tykut ill ty -- FTS:festOr at :20h-433-0l7 upon commencem a. c o m p m p lc 1,p n V.f:(7 r k at 1 east: 24 hourS",:: edVanCe'l:i ' Wn4'eques1F4or ? e • 6-.. • -,, ,,,,,, t • N Utnit‘i: wofi, k -7:- Mtis t alo be made -:..,: S.„. 24 - hoitrs. fn advance :•.:1,,O,, : • „ 4. , : ,, ,,,,;,, , • „.. , .1,, T •• ,.. , ;70 ,,, '4 '-,=' Ci: ii ,,,, • : '',* i .„<n<1 . - V , - • ''' V; .' . . . . ... • s'<,:.,-„,,' , ' .,NA ' , 4?. , . i `Y:,c . ,,, :.'yq.tN ',.• , r — ' , IN , . . „, v • . 1 < . . i!' -,5 )1,. ,:- '1) • ..•.• . . • , .7:': , ' . +...;,,,....."■,. ' '.:.' • . 4/...',...::• ''. ' . • • ',"..i.,4'"?,'::.^.., ,...., ' .....,'" • •. ' t .. '' • . ' . ...,,,"',',"■..:... , " • . 4 4.1,4"..4 4 Water Meter Type: Water Meter Siz Ouantit Work OrderNo Connect ion, : Install 1 eposit Add 1 Instal l it. Plan Reuiew,'Fee: Inspe,ct:tori rFe.e: Water Turn On 'Pee ,N Special 1A ;a Ssment g ather Fee,: Permit No: 098-0397 Status: ISSUED Site Address: 4646 S 150 ST Location: TOTAL WATEOETE • ` FEES WATER METER SUPPLEMENT DEVELOPMENT PERMIT, Applied Date: Issued Date: 11/19/1998 02/04/1999 PUBLIC WRh:;S:' ENGINEER `APPRdVA' .;$> 00 x..:110 00 $oo $u� h $,00 $,00 '$ . O 0' { ' s,00 x,10 : 011 "$ . 00 � $ 00 $',1 J_ 00 . $... ,,00x ,$ ., �T4'�. $.00 $.00,,,', $.Op $ i0 5 00 ! ,00. r : ��r'(. $,.00 WATER METER B WATER METER_C. Prot Namg/Ten . t: ilk-Wm/cc; /..0 Value of Construction' / $o, coo. rev Site r s ity State /Zip: Tax Parcel Number: Cat - Prq�v Owner: VOCAK i� Phone: Stre��A4dr . 7 " AC -5W secx -1 - e Vick_ S l c.� Fax #: 5,cune_ CoptQcttor: , t -z,k . Phone: 2676 - Z46 -- c S . 1 Street Addre'sg• City State/Zip: ! tot 7 Y-( Ave_ SW Sect{ - -e a ((-K, Fax #: R_ Architect: •. � " r / 4 N e s / / A i / /t C ( Phone: 2O6 V9 z9 r Street Address: / City St e /Zip: / ? 9 //07 re" gi' ,4& e S'c ?7 >iii-s ?weir Fax #: a -Og Engineer: ■ .' FWCf , � ,. i L L /4 / AT I it eetcc:/7e 7 // l x . '1 - 1f -t} eye •ier.r //vC Phone: $'.2 g'^ 9.r /0 ?3 Street Address: � / ' City State /Zip: ) C). /q c)-t- �60r7Oemi v (%' 0)/4 r 970 7 2. - .Z 7 P Fax #: C9rt ct Person,: � . Phone: 7°G --2c16- 65-s 7 t ip: Street ddre City ' 11 ( I `7 Li4k e suv Sec - f ic__ ( ct Fax #: sa.,,t -t-e_ Description of work to be done: /Jew 1/tome Type of work: New Single - Family Residence ❑ Addition - Single- Family Residence Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: El Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: 0 sq. ft. Dwelling U sq. ft. Covered Deck(s) O sq. ft. Garage /Carport 0 sq. ft. Accessory Structure(s) O sq. ft. Uncovered Deck Proposed New Square Footage: ;2a7 sq. ft. Dwelling © sq. ft. Covered Deck(s) g ' 9 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) OrY 2 7 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. R STAFF USE ONLY X11; e Amen 116-4911111116.811M011 Single - Family Residential Permit Application Project Number: Permit Number: CITY OF TUI''VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping ❑ Flood Control Zone ❑ Moving an Oversized Load: ❑ Sanitary Side Sewer 4f: Siorm Drainage N I Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous Vi Curb cut /Access /Sidewalk El Fire Loop /Hydrant (main to vault) #: El Hauling ❑ Land Altering: 0 Cut cubic yds. End Time: 0 Fill Size(s): cubic yds. Start Time: ❑ Sewer Main Extension Private 0 Public ❑ Street Use ater Main Extension 0 rivate 0 Public I Size .): Sizes Est. quantity: gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: Appin taken by: (initials)' PLEASE SIGN BACK OF APPLICATION FORM S1'PLRMIT.DOC 2/13/97 BUILDING O ER OR AUTHORIZED AGENT: Signature: 1 -./��� 3� 1� Date: 7_ /l _pig' (tL Print name: APP! / �1�/2 -� Phone: 406 Fax #: ei / 41-044 Address: i 119/ 7 TZ 'r /9-ve , w, idP (cr. City /State /Zi 0/5 Fsf /y( ALL SINGLE- FAMILY RESIDENT L PERMIT APPLICATIONS MUST B UBMITTED WITH THE FOLLOWING: • %WI J:$ Ep4RED B REGISTERED ARCHITECT OR PRG . iSSIONAL ENGINEER MAY BE A : :,�i C�IIR �Y WE MUILDING OFFICIAL SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN , Bl1ILDING SI E 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: ❑ El Site Plan (see example Form H - 16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details El ❑ Floor plan in in Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". 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. SPPERMIT.DOC 2/13/97 aA**++ CITY'OF�. TUKNILo WA TRANSMIT � +**+*^+*+k**+* ++A*o***+*a*****aA**+++*+°*+A*«++***+++A**. / 7RANSMITAumbeii'� R9800014 Amount: 1,'647.45 02/04/99 Payment Method: CHECK Notation: DARRYL DOAK: %nit:`BiH `permit : D98-0397 Typo: DEVPEiM DEVELOPMENT PERMIT Parcel No 004200^0217 Site Address: 4646 S 130 ST Total Fees: 2„682,87 This�'Pvyment 1,647.45 Total � ALL Pmtg� 2,6B�°87 Walanca:` � ` ` °OO +a*****a*******^+***+a**A Account Code 00O/322.100 00O/345.830 O00/38.9O4 000/3'42.400 412/342.400 Description BUILDING - RES PLAN CHECK - UTILITY STATE BUILDING .S.RCHAR8E INSP FEE - UTILITY INUp FEE - STORM DRAIN • Amount 1 20.00 4.50 15.00 15.00 9717 � 0�0n � 0222 02/08 ./�'TDT��� ���7"4� ' ::. 7961.11/20 9717 TOTAL * * *:k* *k*A *A:1A * * *• hit•*: 1*• kh* 4!***.: t, 4A•: 4** J4k• A*: 4:4:4Ah•h:4•k•. {• CITY O . TUKWILA. WA .TRANSMIT: * *A* **** kk *A*:t*A*;ItA* * *:1 ** 4kh:4 *h*kAk #•lk** 1�4Akkk * *AA * *k TRANSMIT Number.: R9 00f170 Amount: 1,035.42 11/1.9/98 11_~35 Payment :Method: CHECK Wat<atiant DOAK HOMES Trait: 13LH Permit No i 913--0397 Type: DEVPERM D!=ViiLOPMEU'I PERMIT Site Address: 335 STRANDER EL Total Fees: 2, G32. B7 This Payment 1,03 5.42 Total ALL Plats„ 1,03 5.42 Balance: 1.597.45 .. **************** i**** A********* k** A * * *,t * * ** * * * * ** * * * * * * * ** * *k *** Account Code Description Amount, 000/345.830 PLAN CHECK -. RES 11035.42 Project: . Type of i 7 Address ..... 5 -e Li Date called: Special instructions: Date wanted: 2 7..../ 7 , 40 . Requester: Phone: r INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION RECOR(' Retain a copy with permit' - • , :•:, -7-77 • . . PERMIT NO. 06)431-3670 Approved per applicable codes. DCorrections required prior to approval. COMMENTS: r 7; Am. $47.0 I SPECTION 'I EQUIRED. Prior to inspection, fee must be 'aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ' ",•= %% ; . Prt � i i ri (I '+ 1� T e�o tion �i m2 i1 a, < Add 5'. / 6 S / gate calle 1I /r„ Sp� :1 struc ns: Date wanted: .. h / p.m t Requesters Ph one ' Z� ?4 'Rol I INSPECTION NO. `li ■ INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 L2 -O33 -) (206)431 -3670 Approved per applicable codes. g Corrections required prior to approval. COMMENT 54 / d eek_zi p ,„ El $47.01 REINSPECTION • f REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: Type of Inspection:e (' (} Address: Date called: 5 / q q Special instructions: Date wanted: 7 // /f 1 / a.m. p.m. Requeste Pho INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)43 -3670 COMMENTS: 7fr,l7q -((.14.a.0 vit-av, Corrections required prior to approval. Inspector: Date: 1 1(. 7 99 , $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: PrAect: ()OAK- Type of Inspection: 6 AS Address: L PH ( 40 i50 Date called: 1 Special instructions: Date wanted: 1 t I , a.m. P.m. Requester: Phone. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit 71 jqq (1tepJA 4024,, pow-aof 7 5/) 152 1 , L. 0 (Ai 1°44.re.14"..0.0t li6/yy 7 L werA (47 ta ) Date: 7 / (6 / q , El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspecto : Receipt No: Date: D1c3-032 PERMIT NO. (206)431- 670 orrections required prior to approval. COMMENT(/ / Q �� i � 2 r y . r ! � - AO n a pe of Inspe lion I 4•- 4 1/ e __. /,e ,• 53 •dres : Date c.lied: j2 0 47 Date wanted: ? ., C� /9 I 40 -,a 9, .I P,- ' i- eo -ror it9.-eix(-,-(7a: //(/, 2 - %c.C5 4 P 6/ 7 ", ft en>✓,s .� _ , O!F 101�. n a pe of Inspe lion I 4•- 11 •dres : Date c.lied: Special instructions: pi G _,..io cfci e. - -Ccir -N-‘ 11n c:. Date wanted: ? ., I 9, I(� INSPECTION RECOR (W Retain a copy with per c INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. _ y omen ions required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: ll?pection: - Date called: co i 3 1 0 Cl Special ins ructions: ( rev nted:(0 / t , 199 p. ester: r i 6. 6 C RO e P * 199 W y v, rm.., f}t c se iU.P.-W G Sr ' , . r�, D.5, A1RAAI r4 r re rum ,A.,+`y, r � ct e. t ll?pection: ` Cddffs ( r'4 to s• 150 Date called: co i 3 1 0 Cl Special ins ructions: ( rev nted:(0 / t , 199 p. ester: r 1 0 c 6. 6 C RO e P * 199 W INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with perk_ Inspector: (%10 Date: ( 0 / 1/ / 99 $47.00 REINSPECTION FEE REQUIRE I. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. 'Poi i zr AA E'On: i — of Inspe / / -1 ,01. ' L A , L 1 • ) r - s s :41 / / i atPcnilecit 0, g--q9 Special instructions: Datanteili cy b r...... R est r: an , 2_8 6cC pL Approved per applicable codes. ,,INSPECTION RECOR Retain a copy with per ',- INSPECTION NO. CITY OF‘TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 'PERMIT NO. (206)431-3670 0 Corrections required prior to approva air COMMENTS: • 72; — ( -12 eer_../ 1-2 1 y 7eip /4.2 A_ $47.00 REINSPECTION fREQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Dater • • ect: • d 0 A r Typ of Inspection: ..cl La =..e0 . i s _ o i „ Date calle•E .......c4q Special instructions: 9 1C(jte141 I PI- 161-Ifi Date wanted: ' 5 - / .. 1 . 2 ,.. 1 '1 -- T7 P.m. R ster: . 1)64k Phone: 0/4 INSPECTION NO. INSPECTION RECORIn Retain a copy with per CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Dq --- 03q CIP 4 I) Approved per applicable codes. ri Corrections required prior to approval. COMMENTS: 7 6t?..6 /7 D a t e0 $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: PERMIT NO: (206)431-3670 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Project: Type of i :on: �c 7:0"5/4./416 Address: Date called: Special instructions: Date wanted f /4 Requester: � Phone: COMMENTS: Inspector: Approved per applicable codes. Nil Corrections required prior to approval. • Date: PERM:_ T NO. (206)431-3670 0 $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: Project: i n Type of Irwectipn: ,- , , Uk I/ -4 Date called: Address: Special instructions: - - Date wanted: 7- 1/ — - 9 7 1;i rr , 17 . ) Requester: Phone: ( INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (13 f7 PERMIT NO. (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: 5.....// El $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must Jpaid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project• .J i K - ' P / ei e s 1 ! . • n ,r ; .. Address: Date caller : /Or? Special Special instructio s• r J U c&b Date wanted: / a.m. ) / / 99 p.m. Requester: ,&9— , oR1s is INSPECTION NO. INSPECTION RECO Retain a copy with per CITY OF TUKWILA BUILDING DIVISION .Y PERMIT NO. C.O.''' 6300 Southcenter Blvd, #100, Tukwila, WA 98 Q06)431 -3670 • g l ... ApprOved per applicable codes. El Corrections required prior to approval. COMMENTS: ter 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaLI'to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspection: u/G t ili4 es F) Address: i g 6 s 150 +1 s i . ,r r Date wanted: C � _n � J e ,� a.mm. (,,. D �• o 04- /2-5" /e. . 1/(44 (c,,,.- 'C . ,/'- ' I S' C-1-- I Ter 1 .Sr,e.p .(e11. Goad OrU p.A' 4 d PA 1 . / / / / / Project: Doak I- 101 Type of Inspection: u/G t ili4 es F) Address: i g 6 s 150 +1 s i . Date called: 5 _ 5 qn Special - instructions: Date wanted: C � _n � J e ,� a.mm. (,,. D Requester: r Y f Doak Phone: q q - 228 8 pqr. • INSPECTION NO. INSPECTION RECOR Retain a copy with perms CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. Inspector: D93 -0397 PERMIT NO. (206)431 -3670 v CorrgEtions required prior to approval. Date: 6 LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No; Date: Project: 4 ) Type of Inspection' ( tt Address: # /l ►/2) Date called: Special instructions: Date wanted• AO may.. -4 • - Requester: Phone: INSPECTION REC Retain a copy with permit INSPECTION NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. =. 1_ 9 PERMIT (206)431 -3670 COMMENTS: Corrections required prior to approval. ❑ $47.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: .4 a • Ty. - of In peeron: Ar. • i APO Addrews. 4 44 /r -l-L Date ca led: Special instructions: Date w ted: 4 - - (-2,---, a.m. p.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING\DIVISION 6300 Southcenter Blvd, #100, TOkwila, WA 981 INSPECTION RECOlik' Retain a copy with pernnr PERMIT (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: El $47.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No; Date: Prot am /domes Typ �I pection: 5.. 15U11 r 5 7� " A Date called: 19 Sp cial instructio 1 �.1L. 2 A le,G1'1 OY {\-- • r�lg Dat wanted: /i �Ia��9q p.m. Reques44e . 0 Phoney ` / 6 -2,2g? INSPECTION NO. ' :INSPECTION RECORIn Retain a copy with per ,.J CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 n Approved per applicable codes. y1 Corrections required prior to approval. COMMENTS: - e ''i0' 1 rte yr - P`et4 /14 k 7';; / 4 % 40, / 0 ,?n ifs /4 �.. Ej $47.00 REINSPECTIO /EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT N (206)431 -3670 COMMENTS:p 2 >( . t ,_....` 1 7/ 7 e64 /.)---, (";,,,,, A--' 4 2)77 , . . -. t, -Ye)'' 4 4,// (7 4,6- hi 0 (444° t : ege4 A0 r a fr y Ao!ie-- -A ,k, fr 1.• u 1 h ft/i/Y/t - •1, ' ) -44/ /7 / ar L/ , ,--te- ( 44.714e€ , 17-1 i 1.-• ‘,/01-71 Ai 7 /li OA 0 a/St> (27 S eekrta... d Li>513 / 1 sl / et;lat vi tdi'l a "c- — 2 ,e._(; 11C-I P7 0)-7 ye. ‘f,4 .,' 61 0 , . F-A-70m A- )--"z - ip 5, ._, y 4... # 4/ poi.- et4v) 61 cref (I d-1// /4 Ad 4 i 5,e,Aik-o Airdh tiv ./i eft, k-1/4.0 a 1 A toee Prieci:00 / _fri rvirs Type Inspection: --r4,0t11/1- A c, s. /. -v._fi t ..cf Date called: Special instructions: 1 k pieose ?ace ( I\ c44.Spcc+7 Cri'-\ -4 ‘ vtive :,100 Date wanted: 4/ RequeSTe7:—. LA1rr/444 Phone: ---`'i (. -c2 ,,2 E S El Approved per applicable codes. • • • A. . • . 771,1 1 l' • .7777" •• • !..' INSPECTION NO. Inspector: . INSPECTION RECORF) Retain a copy with perth,.) CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter,Blvd, #100, Tukwila, WA 98188 ate: PERMIT NO. (206)431-3670 Corrections required prior to approval. A. • I I 411 El $47.00 REINSPECT! r e N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.,'Suite 100. Call to schedule reinspection. Receipt No: Date: • proJect: 4 Type of Inspewi ,...7 Address: Dale called: Special instructions: , pa v.....,-L.- *. , Date wanted: Requester:. Phone: Inspector: INSPECTION RECOR Retain a copy with perm; INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ,..10 Approved per applicable codes. COMMENTS. , L) 44 5 4j5 1 • /772 (jc,e p4-.1 ( kia.,t1r . .1 114 LIP 0 $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd./Suite 100, Call to schedule reinspection. Receipt No: Date: Dat 070.--O37hL/ PERMIT NO. (206)431-3670 Corrections required prior to approval. • Project: Tyr InspectionY en-, /')--) Ise-4771., 4 9 1--- . S - Address: a 5. /577 771 Date called: S h p ~e.,, , --l.--, e C._ C 1 "'.+71 r,1 5:1 V7 -- Special instructions: Date wanted: 4 . a.m. p.m. Requester: /2o !' .; G /- -s / S 5, Phone: �/ / ✓ i r LeA L � COMMENTS: e_<. . , .., _. dt a - ' l iLINIEVIPPII en-, /')--) Ise-4771., 4 9 1--- . S - y2 U c lor.11 - ("Li f % e4-- /L c ..Z/ _ _ S h p ~e.,, , --l.--, e C._ C 1 "'.+71 r,1 5:1 V7 -- '4..�j. �,., �'- 11'/zv' r & Q a / AN Y1 K rte s _ /f ( n S ,,,/,..,,,,-,... 5 /�..i4 5, la r.(/I_P . 4 �; r L ... L /JS ,r-,. i"., i ti.5 l 4 I ,cke 40 h y CtA 11 - 4 ,, r/ 'I / ,L • lAt /,.t, i1 /2o !' .; G /- -s / S 5, 1 // � �/ / ✓ i r LeA L � 0 - A., 5 4-id ' 1 a ,/ L /r G., 7 V ✓� 2_ Pi'''') Inspector: A . Date: INSPECTION NO. INSPECTION RECD( Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1 LA,e , A ,,4 0 ?-1 e f/ 5 2 , .. . . / e,44, ; , ,7(, r e t , 1-. ..,,4y01- 4 , - ■ - l-- (d P-46.7 ., 11' .. r A g , ■ 4 (6i 5 ie"- le — 1 /1j ? 4 1 - i c 4 E, )W/1 AY ll J/) a 9 b a 1 70_ Guid "i; e r / 4 , .E/.4 - ..3 2 1` r) 0 il' )- ke4 4 C1, • 57s /hil, .' OC R 64ri-- rjc: -.. \\1.14s Tp f Iser drts sf LN,. Dt ald I ? Seil isrcin: Dt atdq 2 , 7 -l T pm Rqetr k hn: 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: h - D°(%-03`17 Date: PERMIT NO. (206)431-3670 COMMENTS: J $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: VI COMMENTS: 9) "frill k4-z, 6, P-, %oA CI t1 117 /vr./ 4,se,4 • 1 Pi k-GI - AI d / "A Vt./ 51 4 , - 4 4 .1 . (tiro v4../ 6 /L r,r c 4 / % '2 A i/ c rc6 5 . C- �2' - k �yG V /- 1 1 / W I / / 401.• 5, €.4 -c- Xa -I1-1, a/ k „/ f '4 � Pt . Stip I F �/' � � 1.��11 A4/7 f� ��( � / mil � t / (2 1 6/ J ,s // el /2: 0-. e ` WiBt,t 5/17014: ) c -... —/40d e /---- J, ( 144 1'54- 1"o &VA j t i., Cam4.,1 J 'P..4l7,t/11 A 4 11. • rJ 4 ■ a. ,1J L, Mikt On Project: Type of Inspection: Address: 1 16 1 16 SO- /5 k Date called: Special instructions: A l 2- Date wanted: .- - �� � :) Requester: Phone: I u INSPECTION NO. Insprfctor: INSPECTION RECO Retain a copy with per CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 • Date: PM-0Y) PERMIT NO. (206)431 -3670 n Approved per applicable codes. Corrections required prior to approval. 0 $47.00 REINSPECTI • FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ProjectA Type of frisp ection Date called: r—lia4,1,t Address: Special instructions: Date wanted Requester: Phone: COMMENTS: JO et _ A 41,4 -<, I? F, 271- 4hA4 ,i AI yne/////t ..,, _ _ 12.1 ei4e,,,..2 1 2-1-10. A--t , aft ,v;57,7 44 4s1 t, 4 p4,, 6-4,e.4 ..lazok M),...q t li 1/4 I ved_e J1 NI -)ce 4,e, ( ,, i _ 14) /41 /1(C eitlo"4 1, i r gelekl" e2,11 ei T' t A-ley_ tigeoe 4a.410"4 1.-ti 1110 A 0 . 7 1-4, , , # Lit /' 1..'"ed — .. ' Obi 1'M i i-, , :'(--,c. 1)0 LA4 4-. / k r91/() "' 1 1 0 GI " SA /kWh OA ,-.01,11wole alh. 4. • 144 '4 4 . asswhaummr ammo, , Inspector: / 0 / Date: —( 71 INSPECTION RECO Retain a copy with perm I PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 n Approved per applicable codes. Corrections required prior to approval. 0 $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter 131 d., Suite 100. Call to schedule reinspection. Receipt No: Date: ' • V. ect. cc/ {..., of Insp ctions 4 / AV:4 3 t s .. o r . ailltcb Special instructions: • a. • Datrali P.m. r2 , 1 9-?..sg a r: :.t: , : • ' •" r7r-77.777 . 737! " - - ••' INSPECTION NO. Approved per applicable codes. • INSPECTION RECD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Corrections required prior to approval. COMMENTS: S r1A1 , e t "Foucc--- '9L 742 $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: (fig-omi PERMIT NO. (206)431-3670 .,•,„ • •.•• . P .'ect: O COMMENTS: . / S . 4 e f - , of Inspection: / p q r d r ss:(, 'O � 1e'l1/ /), ,G - a / ` s,- ,/ T /04 fe /te // S z-s 40 5 �� j A-107,._ 0 A- c?' L.,...r._ a 7>- -0 c/ r,/i � 7 -- El( sm r icy p n�e.j;:d-OddF OA- ..r0.5= rni_/6. . -T.ro- P .'ect: - , of Inspection: / p d r ss:(, 'O � D te called: o -aD_- tci Special instructions: 'f% Date�wanted: 11�te� 5��� p.m. p n�e.j;:d-OddF INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 n Approved per applicable codes. orrections required prior to approval. INSPECTION RECO Retain a copy with per i I - *o17 PERMIT NO. (206)431 -3670 -ol/ El $47.00 REINSPECTION FEE.REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: K H o mes n: Type of Inspection: storm d rgi i Address: '141 S 150 -th St Date called: 2 - 22 -99 Special instructions: Date wanted: 2 pQ fr ) n. 2 23- J J Requester: ` uci r oa K Y Phone: R69-- 228 8 INSPECTION RECORD .Retain a copy with permit C?8 Coad PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: qq 1/),Akradq Co-r4 vt e dti_ c l P49.1 n:rr •CQU P adPil 6U Off, 113 • Inspector: C V Date: 2 ) . El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection,: fee must .b o,aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: j p � Project: Doll, es Type of I;� v nspection s Q A dress • 15v t S . Date called: r / ` pecial instructions: 1f h Date wanted: a.m. Requeste ��.�/`� / //' //( P, / / / /� / � J J / a y la / w� 2/. 2JC— •�. Phone: &. 96 A or INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Lea r . az f%�H £ -A A e & 1J e f 72) h Inspector: Dat/ I7/5, 0 $47.00 REINSPECTION FEE REQUIRED. Prior tp inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Corrections req recJ or pproval. Q4/F'ERMIT NO. (206)431 -3670 ‘P.toject: , _ _ ( ) 0 &IC 140 wt., 5 Type of Inspeagn: IA. K ci-A-Y ' 0 V Sf . Date called: .=./ .P. / pecial instructions: i' Date. d: , equester: N4 r 9Gg - 2_2-SI iff - Approved per applicable codes. 1.1 Receipt No: • INSPECTION RECORI9 Retain a copy with perm INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: PERMIT NO. (206)431-3670 rrections required prior to approval. COMMENTS: cGko-ct).472*Li Date: Inspect" 1414 1:1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWI BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 06 PERMIT NO. (206)431 -3670 Project. Type of In pection: t -o�n dre gs; ,G, �_L Date caite Qq Special.instructions:� - Date me a.m. Y - � , ester Approved per applicable codes. \ Corrections required prior to approval. $4700 REINSPECTION FEE REQUIRED. Prior to inspection, fee most be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspecUon: COMMENTS: Inspe Date: - 2121,7 Receipt No: Date: a I I I P i I * - Ti ' � ) > a U) I � ll ■ I F r �i..� r N O i u ( to e 260 SF. GRAVEL 1 o� SID 30' P DRIVEWAY E'AS 126.50' EXISTING 20' PRIVATE DRIVEWAY EASEMENT /r/E)04 c Dom Ale-41 4' Mr 5C //1 Wr- / ' a06- 1 11-66 - T7 / 6o " / r 2 206 - q69~ .z).88 ? u 57- ,6e p�vf Q'' ( e Qvneferk cri 126.50' e A Cio a Z - 0 mA i ft w " ` Y OF �'U'►I: APPROVE F 1 E 13 0 3 ;1s MOTE ATE ed 5 /6 sr 0 s1k.9 i f 4o 7 t 5 r1`ig -A' NIL X 0 he �j c�us'N �lJNt M1 ,- ftl e ft %^ / " M ias? 2 11;1" .71' at. boy zov -0 17 /ocA 2 Lb/ /6 �1'1)J re cona �o � 4e,#tow f�oniy.72?0, s4,-ipiW 4 /P /a // /17 A•co.aerP9 -6 -9 . // S/lel 7$0 /o6 /009 r (�� �e�6 r� 4/,� r N U 11 1 9 1998 e s�- P'`d•�c%� 3s ' y , i:RMIT CEN ivcil S /�Q yam,= 7 c�rY RoF�r� K w a � ;9 lb ' P i t cE ER s o 4 side y,ir 7` €rtet/Y n- e rn Ri (v RECEIVED CITY•OF TUKWILA 0)4 H ,' 69 NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U -VALUE AREA S.F. • 6 41-3e £ /f V I 05-0..c,,, < <i 8 6 dt I I! S ° ; °)e,,Q ,L / g / ' o I- (i ` ` / sue, ,lig �. I 11. if 6 0 `0• S'.6 • 6 p •44,w•,,1y 6 ° S Been ‘,9? /"6 • i i 8 9 (r / 8 7,Z I ,/ J 2r c c l 2 ic <r s 0 ' k v ' 163 ° 06-5 6- .y3' a 7O 90 1 i / 2 ri II 1by °G,,r (�� 1213 t _d/,.....0,,,,,,„K. - m o . ,3o 0, i r r � « I I 3 y' c 3 °.<- 0 •i-/ la `' , r •< < < 4 ° � e .419 ,kf iy, N "7, 2 CITY Off. TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH 1. HEAT SOURCE: 7 A /4 ge r (gas, oil, propane, heat pump, electric) 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE TOTAL GLAZING AREA 355 CIT OF TUKWILA The proposed glazing percentage must be less than or equal to the glazing percentage listed arVdJr 5)4998 prescriptive option that is selected. PERMIT CENTER ENRGYCOD.DOC 2/13/97 S.F. . TOTAL CONDITIONED FLOOR AREA S.F. x 100 = PROPOSED GLAZING PERCENTAGE I5 ' H -15 ACTIVITY #: TOTAL GLAZING AREA 44 356—,A (add entire column) toi" 'iv the requirements of each of the options in the charts below. From the table that r� e {'�q Ice, choose the option that best suits your dwelling design. Glazing percentage dgtermines w is option to choose. Your building design must match the selected option requirements without exceptions or substitution. Design drawings must indicate applicable requirements from table. HEAT SOURCE: OTHER (gas, oil, propane, heat pumps) ENRGYCOD,DOC 2/13/97 CHANTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I r HVAC AFUE Glazing•max: % of floor U =value 2 Door. U -value (R- value) Ceilings: with attics- vaulted Walls: above grade below grade interior OR exterior Floor • Slab on grade '1St OPT I 0 0.40.. (R -2.5) R1 "5 R -10:.: R -19 R =10 OPT II OPT III 0 0 >.78 12% 0.65 0.40 (R -2.5) R -30 R -30 R -15 R -15 R -10 R -19 R -10 21 0.75 0.40 (R -2.5) R= 30: R -30' • . R -19 ` R -19- R -10 R -19 R -10 > .78: 21 %- 0.65 0.40 (R -2.5). R -19 R -19 R -10., R -19 R -10 OPT V OPT VI* OPT VII* 0 0 R -19 R -19: R -10 R -19 R -10 >.78 30 0.45' 0.40. (R -2.5) R -30 R -19 R -19 R -10':. .R -25 R -10 * < two stories The " >" symbol means more than or equal to; " <" means less than or equal to. 2 Glazing trade -offs may be made if the Option U -value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. ❑ YES ❑ NO Option may be a better choice. Notes: Approved by: Date: CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I Glazing max: % of floor U:value Door. U= value >: (R'value). Ceilings. with attics:• �: 'vaulted Walls: ::..: above>grade- below: grade` interior exterior ............... Floor Slab on grade HEAT SOURCE: ELECTRIC (except heat pumps) OPT I O 10 %. 0.46 ... 0:40 OPT II OPT III OPT IV OPT V OPT VI OPT VII* OPT VIII* O O O O O O O 12 %.: 0.43 0.40`:. R -38. R -30 R -21 R -21;: _ R -30 R -10 -1 18 %. 0 :39; „R -30 R -10 21% 0.36 0.20 (R -5) R -38 R -30 R -21 R =10 R -30 R -10 30% * < two stories R5 foam sheeting required in addition to R19 cavity insulation. 2 Glazing trade -offs may be made if the Option U -value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. ❑ YES ❑ NO Option may be a better choice. Notes: Approved by: Date: ENRGYCOD.DOC 2/13/97 CITY RECE TUKWILA NOV 1 9 1998 PERMIT CENTER Exhaust ventilation sha I be provided for each dwelling unit as follows (S. 302): ' LOCATION MINIMUM AT .25 W.G. MFR. /MODEL FAN LABEL CFM (.1 W.G.) KITCHEN FAN 100 CFM ∎j/-+it) BATHROOM FAN 50 CFM < ( ( ( BATHROOM FAN 50 CFM / ( i t BATHROOM FAN 50 CFM 6 LAUNDRY FAN 50 CFM 6 a' WHOLE HOUSE FAN* (CHOOSE ONE) -100 0 50 CFM (1-2 BEDROOMS) 0 80 CFM (3 BEDROOMS) a M/ CFM (4 BEDROOMS) 41 *Whole house fan also serves as a kitchen or bath spot fan: 'YES 0 NO If a spot fan is designated as a whole house fan, the capacity shall be the larger CFM requirement. Whole house fan: Location attic fan is closer than 4' to O Whole house fan is listed •- Whole house fan wiring O Whole house fan shall Sone rating (< 1.5 'if ceiling) /labeled "for Continuous use." for control routed to central location. run continuously: Kitchen rate 25CFM, bath & laundry rate 20CFM. 0 Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: - YES 0 NO O If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the building exterior to the furnace return plenum. Er Mechanical ventilation fan ducts shall be > 4" and properly sized using IAQC, Table 3 -3. ❑ Fresh air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): O Each bedroom: Tested, screened, controllable, through -wall port ( >_ 4 sq. in.) to the exterior. O Overall living area: One wall port as specified for bedrooms. OR: Lam Central forced air furnace which delivers outside makeup air through the ducting system. CITY OF( Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H -15 ACTIVITY #: MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. ENRGYCOD.DOC 2/13/97 PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): The proposed project is located within � , I J G t rlq (City/County) j&c9° 44'7'9 AP/trtt.;. f-h 58' 5 /5 Owner Information: Agent/Contact Person: (Use separate sheet if more room is needed) Name: ig 142y/ E 24,i).--X ,.' * Name: :Ph/4e i_ �, ,.. o 1X r ,� /., ., Address: )/57/ ` 5:ca 4 %' /C /5 Address: //9 / 9 — /T/ Ai- cJP 54.2 Phone: ,?06, -2 ye- 5-4F7/7/7-919 -22 Phone:? w-e 5 - - •(*' '? 2 t This certificate is for the purposes of: Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision El Commercial /Industrial Building Permit ❑ Rezone El Other Estimated number of service connections and meter size(s): 5'0,,,,, ;:e5. Vehicular distance from nearest hydrant to the closest point of structure 3 3 - 0 ft. Area is served by (Water utility district): / a S Ow ign yre: al X .11 4,--47.4 :44_ Date: PART B: (To be completed by water utility district) The proposed project is located within � , I J G t rlq (City/County) Water Availability: El Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. El System isn't capable of providing service to this project. The improvements required to upgrade the water system to bring it'into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: NI {S RECEIVE?! (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of /305 gpm at 20 psi residual for a duration of 2 hours at a velocity of S fps as documented by the attached calculations. I hereby certify that the above information is true and correct. c �!1_ CO, LJ - ri.,(..Y�;Sr.'x'12 .5' — /s —r 8 � Agency /Phone 7o( ) _2412 —5 Dy Date PART C: (To be completed by governing Jurisdiction) Water Availability: El Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. El System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) RECEIVE?! 0. CITY OF TUKWILA Use separate sheet if more room is needed at 1 v. , e . 1T-CENTER- Agoncy/Phono By Date PROJECT ti: 3 tir/701 VAIL.DOC 6/5/96 CITY OF TUKWILA t.. Permit C Jr 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H -11 a Certificate of Water Availability (Required only if outside City of Tukwila water utility district) Part A: (To Be Completed by Applicant) Pur ose of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: 0 Residential Single Family ❑ Residential Multi- Family ❑ Commercial . ❑ Other Applicants Name: O� rr y ) c , Phone: Property Address or Approximate Location: 4 bch nc� 46re $) 1S12 Legal Description(Attach Map and Legal Description if necessary): Part B: (To Be Completed by Sewer Agency) If 1. 141 a. Sewer Service will be provided by side sewer connection only to an existing 6 size sewer CO feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1 .b above is checked) 71 a. The sewer system improvement Is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. Ca a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District of city, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: , a. District Connection Charges due prior to connection: GFC: $ g5 %, f SFC: $) 9 /)off $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Approximately $1090 /residential equivalent will be billed directly by King County after connection to the sewer system. b. Easements: Ca Required ❑ May be Required c. Other: 'WORKING TOWARD A BETTER ENVIRONMENT SEWER DISTRICT �1 v e 14816 Military Road South P.O. Box 69550 Tukwlla,'WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I heresy certify that the abode sewer agency information is true. This certification shall be valid for one year fro e date of signq By A - 14 , /mil �f,•, Title / /99 pEt:EIVED LA Date $ /Y BITY OF 7UKWI / / NOV 1 9 1998 PERMIT CENTER ALLIANT ENGINEERING & LAND SURVEYING, INC.. P.O. BOX 2596 WOODINVILLE, WA 98072 -2596 (425) 485.1083 SURFACE WATER DRAINAGE REPORT for DOAK RESIDENCE Approximate Site Address: 4650 S. 159 Street prepared for Doak Homes, Inc. 11917 4 Ave. SW Seattle, WA 98146 (206) 246 -6587 Alliant Engineering and Land Surveying, 'Inc. Project Number 98019 October 30, 1998 Pi�.%- 071. Dib 0'�`I'I EXPIRES 10/4/199, RECEIVED CITY OF TUKWILA NOV 1 9 199 PERMIT CENTER TABLE OF CONTENTS PROJECT OVERVIEW PRELIMINARY CONDITIONS SUMMARY RETENTION/DETENTION ANALYSIS AND DESIGN CONVEYANCE SYSTEM ANALYSIS AND DESIGN EROSION /SEDIMENTATION CONTROL DESIGN. MAINTENANCE AND OPERATIONS MANUAL VII MAPS, PLANS AND DETAIL DRAWINGS VIII CONSTRUCTION SPECIFICATIONS APPENDIX SBUH calculations. / : IL PRELIMINARY CONDITIONS SUMMARY EXISTING DRAINAGE CONDITIONS The subject pmperty's vegetation is an existing lawn. Pre- developed site conditions and drainage calculation are attached in Appendix A. No concentrated surface water enters the site from up lands: Surface water exits the northern and eastern property boundaries. PROPOSED DRAINAGE CONDITIONS The existing drainage pattern on the property will not be altered by the proposed development. The surface water runoff from the roofs and driveway will be directed to the storm drain system and dispersed/infiltrated in a Flow Dispersal Trench. SOILS Several soil log test holes were dug on the site Soils on the site were generally uniformly' stratified with 36 inch depth of loose sandy topsoil underlain with dense sand & gravel with fines to depths of 8 feet. The soils on the site were determined to be Alderwood series soils.. M. RETENTION/DETENTION ANALYSIS AND DESIGN HYDROLOGIC ANALYSIS The storm water runoff was determine using the. SBUH for the existing and proposed developed conditions. The calculations are given within the Appendix and are summarized at the end of this section: RETENTION/DETENTION SYSTEM The pre - developed runoff from a 100 year storm is calculated as 0.28 cfs. The post - developed runoff from a 100 year storm is calculated as 0.43 cfs. The increase in runoff that will occur due to the proposed site development was .calculated to be 0.15 cfs. Since this is below the threshold limit of 0.50 cfs per the King County Drainage. Manual, no detention is required. The 100 year runoff is proposed to be directed into a Flow Dispersal Trench to provide some infiltration and dispersion as sheet flow. IV. CONVEYANCE SYSTEM ANALYSIS AND DESIGN The conveyance systems consists of a 12 inch PVC pipe sloping 3:57% between CB#1 and and roof downspout drains with 4 inch PVC piping sloping 2.0% min. The 100 year flow leaving the site was calculated at 0.43 cfs. The 12 inch PVC pipe was analyzed using Manninggs equation and found to be adequate. CB#2 V. EROSION /SEDIMENTATION CONTROL DESIGN Clearing for this project is limited to the area required to construct the proposed residence, garage, driveway improvements and yard area around the house. Protection of downslope areas will be provided by silt fencing. Silt fencing will be provided for all downstream property boundaries as necessary. Additionally, the amount of grading on the site will be minimized to limit the potential sediment volume. Sediment volume calculations do not appear warranted for this project. MAINTENANCE AND OPERATIONS MANUAL Maintenance and operation of all temporary and permanent drainage facilities (erosion/sedimentation control facilities, gravel infiltration trenches, roof downspout and footing drains, swales, et) will be the sole responsibility of the homeowner. Maintenance must be performed in accordance with King County Surface Water Design Manual. Copies of maintenance requirements are attached. Maintenance Component External: Rock Pad Dispersion Trench Internal: Manhole /Chamber /CING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL Detect Missing or Moved Rock Pipe Plugged with Sediment Not Discharging Water Properly Perforations Plugged Water Flows Out Top of 'Distributor Catch Basin Receiving Area Over- Saturated Worn or Damaged Posts, Baffles, Sides of Chamber . Other Defects Conditions When Maintenance • Is Needed Only one layer of rock exists above native soil In area five square feet or larger, or any exposure of native soil. Accumulated sediment that exceeds 20% of the design depth. Visual evidence of water discharging at concentrated points along trench (normal condition Is a 'sheet flow' of water along trench). Intent is to prevent erosion damage. Over 1/2 of perforations in pipe are plugged with debris and sediment. Maintenance person observes water flowing out during any storm less than the design storm or It Is causing or appears likely to cause damage. Water in receiving area Is causing or has potential of causing landslide problems. Structure dissipating flow deteriorates to 1/2 or original size or any concentrated worn spot exceeding one square foot which would make structure unsound. ` See 'Catch Basins' Standard No. 6 A -8 Results Expected When Maintenance is Performed Replace rocks to design standard. Pipe cleaned /flushed so that itt matches design. Trench must be redesigned or rebuilt to standard. Clean or replace perforated pipe. Facility must be rebuilt or redesigned to standards. No danger of landslides. Replace structure to design standards. See 'Catch Basins" Standard No. 5 1/90 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL NO. 5 - CATCH BASINS Maintenance Component General Defect Trash & Debris Includes Sediment) Structural Damage to Frame and /or Top Slab Cracks in Basin Walls /Bottom Settlement/ Misalignment ' Fire Hazard Vegetation Pollution Conditions When Maintenance Is Needed Trash or debris of more than 1/2 cubic foot which Is located Immediately In front of the catch basin opening or is blocking capacity of basin by more than 10%. Trash or debris (in the basin) that exceeds 1/3 the depth from the bottom of basin to invert of the lowest pipe Into or out of the basin. Trash or debris in any Inlet or outlet pipe blocking more than 1/3 of its height. Dead animals or vegetation that could generate odors that would cause complaints or dangerous gases (e.g., methane). Deposits of garbage exceeding 1 cubic foot in volume. Comer of frame extends more than 3/4 Inch past curb face into the street (if applicable). Top slab has holes larger than 2 square inches or cracks wider than 1/4 inch (intent Is to make sure RHI material is running Into the basin). Frame not sitting flush on top slab, i.e., separation of more than 3/4 Inch of the frame from the top slab. Cracks wider than 1/2 inch and Longer than 3 feet, any evidence of soil particles entering catch basin through cracks, or maintenance person judges that structure is unsound. Cracks wider than 1/2 inch and longer than 1 foot at the joint of any inlet /outlet pipe or any evidence of soil panicles entering catch basin through cracks. Basin has settled more than 1 inch or has rotated more than 2 inches out of alignment. Presence of chemicals such as natural gas, oil, and gasoline. Vegetation growing across and blocking more than 10% of the basin opening. Vegetation growing In inlet /outlet pipe joints that Is more than six inches tall and less than six inches apart. Nonflammable chemicals of more than 1/2 cubic foot per three feet of basin length. A - 5 Results Expected When Maintenance Is Performed No trash or debris located immediately in front of catch basin opening. No trash or debris In the catch basin. Inlet and outlet pipes free of trash or debris. No dead animals or vegetation present within the catch basin. No condition present which would attract or support the breeding of insects or rodents. Frame is even with curb. Top slab Is free of holes and cracks. Frame is sitting flush on top slab. • Basin replaced or rnpalred to design standards. No cracks more than 1/4 Inch wide at the joint of inlet /outlet pipe. Basin replaced or repaired to design standards. No flammable chemicals present. No vegetation blocking opening to basin. No vegetation or root growth present. No pollution present other than surface film. 1/90 8 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL NO. 5 - CATCH BASINS (Continued) Maintenance Component Ladder Metal Orates (If applicable) Defect Locking Mechanism Not Working Cover Difficult to Remove Ladder Rungs Unsafe Condltfons When Maintenanoe Is Needed Catch Basin Cover Cover Not in Place Cover is missing or only partially In plans. My open catch basin requires maintenance. Mechanism cannot be opened by one maintenance person with proper toots. Bolts Into frame haw loss than 1/2 Inch of thread. One maintenance person cannot remove lid after applying 80 Ibs. of lift; Intent Is keep cover from sealing off access to maintenance. Ladder Is unsafe due to missing rungs, misalignment, rust, cracks, or sharp edges. Grate with opening wider than 7/8 Inch. Trash and Debris Trash and debris that Is blocking more than 209E of grate surface. Damaged or Grate missing or broken member(s) of Missing the grate. A-6 Results Expected When Maintenance is Performed Catch basin oover Is closed. Mechanism opens with proper tools. Cover can be removed by one maintenance person. Grate free of trash and debris. Grate Is In place and meets design standards. Ladder meets design standards and allows maintenance person safe access: Grate openings meet design standards. 1/40 Pipes Catch Basins KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL NO. 10 - CONVEYANCE SYSTEMS (Pipes & Ditches) Maintenance Component Open Ditches Defect Sediment & Debris Vegetation Damaged Trash & Debris Sediment Vegetation Erosion Damage to Slopes Rock Uning Out of Place or Missing (If Applicable) Conditions When Maintenance Is Needed C Accumulated sediment that exceeds 20% of the diameter of the pipe. Vegetation that reduces free movement of water through pipes. Protective coating Is damaged; rust is causing more than 50% deterioration to any part of pipe. My dent that decreases the cross section area of pipe by more than 20%. Trash and debris exceeds 1 cubic foot per 1,000 square feet of ditch and slopes. Accumulated sediment that exceeds 20% of the design depth. Vegetation that reduces free movement of water through ditches. See 'Ponds' Standard No. 1 Maintenance person can see native soil beneath the rock lining. See 'Catch Basins' Standard No. 5 Debris Barriers See 'Debris Barriers' Standard No. 6 (e.g., Trash Rack) A - 11 Results Expected When Maintenance Is Performed Pipe cleaned of all sediment and debris. All vegetation removed so water flows freely through pipes. Pipe repaired or replaced. Pipe repaired or replaced. Trash and debris cleared from ditches. Ditch cleaned /flushed of all sediment and debris so that it matches design. Water flows freely through ditches. See 'Ponds' Standard No. 1 Replace rocks to design standard. See 'Catch Basins' Standard No. 5 See 'Debris Barriers' Standard No. 6 1/90 D C) KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL NO. 11 - GROUNDS (Landscaping) Maintenance Component General Trees and Shrubs Damage Defect Weeds (Nonpoisonous) Safety Hazard My presence of poison ivy or other poisonous vegetation. • Trash or Utter Paper, can, bottles, totaling more than 1 cubic foot within a landscaped area (trees and shrubs only) of 1,000 square feet. Umbs or parts of trees or shrubs that are split or broken which affect more than 25% of the total foliage of the tree or shrub. Trees or shrubs that have been blown down or knocked over. Trees or shrubs which are not adequately supported or are leaning over, causing exposure of the roots. CondMbns When Maintenance Is Needed Weeds growing in more than 20% of the landscaped area (trees and shrubs only). A - 12 Results Expected When Maintenance is Performed Weeds present In less than 5% of the landscaped area. No poisonous vegetation present In a landscaped area. Area clear of litter. Trees and shrubs with less than 5% of. the total foliage with split or broken limbs. Tree or shrub in place free of Injury. Tree or shrub In place and adequately supported; remove any dead or diseased trees. KING COUNTY, WASHINGTON, SURFACE WTER DESIGN MANUAL NO. 12 - ACCESS ROADS/EASEMENTS Maintenance Component Defect General Road Surface Shoulders and Ditches Trash and Debris Blocked Roadway Settlement, Potholes, Mush Spots, Ruts Vegetation In Road Surface Conditions When Maintenance is Needed Trash and debris exceeds 1 cubic foot per 1,000 square feet, i.e., trash and debris would fill up one standard size garbage can. Debris which could damage vehicle tires (glass or metal). My obstructions which reduce clearance above road surface to less than 14 feet. My obstructions restricting the access to a 10. to 12-foot width fora distance of more than 12 feet or any point restricting access to less than a 10 foot width. When any surface defect exceeds 6 inches In depth and 6 square feet in area. In general, any surface defect which hinders or prevents maintenance access. Weeds growing in the road surface that are more than 6 inches tall and less than 6 Inches apart within a 400-square-foot area. Erosion Damage Erosion within 1 foot of the roadway more than 8 inches wide and 8 inches deep. Weeds and Brush Weeds and brush exceed 18 inches In height or hinder maintenance access. A -13 Results Expected When Maintenance Is Performed Trash and debris cleared from site. Roadway free of debris which could damage tires. Roadway overhead clear to 14 feet high. Obstruction removed to allow at least a 12-foot access. Road surface uniformly smooth with no evidence of settlement, potholes, mush spots, or ruts. Road surface free of weeds taller than 2 inches. Shoulder free of erosion and matching the surrounding road. Weeds and brush cut to 2 inches In height or cleared In such a way as to . . allow maintenance access. VII MAPS, PLANS AND DETAILS 13 , r - - -- -- - ---- -- - - - - - - -. x x 11 t � (j 0 1 20' PRIVATE 1' 1 DRAINAGE EASEMENT 2 1 1 0' PRIVATE 1 DRIVEWAY EASEMENT 1 20' PRIVATE x EROSION / SEDIMENT CONTROL PLAN DRAINAGE EASEMENT EAILL 01LT FENCE 4 too Ll�IR OF CLEARING UNITS OF a Aanaa SCALE: 1" 9 ` . ~i'• -.Y� i •" ▪ '� ��. • NG SURFACE`: c ! ' • COmNECT ItooP s POOTEUa MRAiNS TO THE DYPEE31Oy TRENCH / 59 SF WAL / PROPOSED RESIDENCE 2102 SF ROOF AREA CRAWL SPACE ELEV. = 95.5 118 SF GRAVEL 614 SF ASPHALT 20' PRIVATE DRAINAGE EASEMENT DISSERSAL 1113101 PU ATTACHED DUAL GRANS BOARD ELEV. is PLO S L O P E M Y A T T ROAD L1.0% MID 75' 600 SF GRAVEL DRAINAGE PLAN 0102 (TTPE 1) VANED GRAM 95.00 IE: 92.00 CONSTRUCT PRIVATE ROAD PU CRosmacnos W 2$'•12• PVC 5.3.57% 20' PRIVATE DRAINAGE EASEMENT 20' PRIVATE DRIVEWAY EASEMENT 2874 SF ASPHALT (PRo CE0l1 (TYPE 1) VA11E0 01A1113 011.30 Kb !LBO DIAINAOyi DIRICTION ARROW MP) R20.0000' R20.0000' 3 498 SF GRgyEL B SCALE: 1" I I PROPO EXISTI � �' ''GRAVEL SURFACE "... .- :•.� h•I YJ • ma y, •a`• 7 ,t ez) 4' PRIVATE ROAD CROSS SECTION B -B 20' ROAD WIDTH 3.S• COMM SURFACING TOr COURSE MO= SOU) NOTES: 1. ROAD GRADES SHALL BE NOT LESS THAN 0.50% OR MORE THAN 10.O% 2. SIDE SLOPE SHALL BE NOT STEEPER THAN 2:1 (2 HORZ. /1 VERT.) AND SHALL BE STABILIZED BY GRASS SOD OR SEEDING OR BY OTHER PLANTING OR SURFACING MATERIALS ACCEPTABLE TO ENGINEER. 6' r CLASS 1< ASPHALT canons 1.5° CINNIIED SURFACING TOr COURSE 3• CHUMED =BRACING WE COURSE ADDI11011AL TRIA'IMilT NAY BE MEOW DWING ON SOIL CO)NIU1011S • • • • 0 0 12" MIN O 00 O p 0 O () O O 04 p CO O O 00000 NJ Op 0 0 O 000• c O 00 0 o0 O O 0 0" 'MIN. 0 0 j O 1 0 p END CAP OR PLUG 2"xl 2" PRESSURE TREATED GRADE BOARD ■ 4 "x4" PRESSURE TREATED POST 6" PERF. PIPE LAID FLAT WITH HOLES UP OESPERSAI. TRENCH 50' MINIMUM 2 "x12" GRADE BOARD 0 0 O 0 > 0 6" PER OPIPE 0 O O LAID LEVEL 0 0 CLEAN OUT WYE ON PIPE AT BENDS AND END a►X PLAN VIEW SCALE 1 "■ 1 FILTER FABRIC 1 0 0 0 0 0 0 - 0 0 0 12" SECTION X -X SCALE Pot' 1' 2 SAND 0 3/4 " -1.5" WASHED ROCK TYPE 1 CATCH BASIN WITH SOLID LOCKING COVER MAX. INLET PIPE NOTES: 1. THIS TRENCH SHALL BE CONSTRUCTED SO AS TO PREVENT POINT DISCHARGE AND /OR EROSION. 2. TRENCH AND GRADE BOARD MUST BE LEVEL AND ALIGNED TO FOLLOW CONTOURS OF SITE. 3. GRADE BOARD SUPPORT POST SPACING AS REQUIRED BY SOIL CONDITIONS (10' MAX). NOTES: FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2 "x2" BY 14 GA. WIRE FABRIC OR EQUIVALENT BURY BOTTOM OF FILTER MATERIAL IN 8 "x12" TRENCH 6' MAX. i 2'0" { 2'6" 1� 2 "x4" WOOD POSTS, STANDARD OR BETTER OR EQUAL ALTERNATE: STEEL FENCE POSTS 5'0" FILTER FABRIC MATERIAL 2 "x2" BY 14 GA. WIRE FABRIC OR EQUIV. PROVIDE 3/4" - 1.5" WASHED GRAVEL BACKFILL IN TRENCH & ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE. 8" MIN 2 "x4" WOOD POST ALT: STEEL FENCE POSTS SILT FENCE DETAIL NOT TO SCALE 2'0" 12" 5'0" 1 A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF '6 FEET APART AND DRIVEN SECURELY INTO THE GROUND MINIMUM OF 30 INCHES). C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DM WIRE STAPLES AT LEAST 1 INCH LONG, 11E WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 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. F. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE E APPLYING. G. THE TRENCH SHALL BE BACKFILLED WITH 3/4 INCH MINIMUM DIAMETER WASHED GRAVEL 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. VIII CONSTRUCTION SPECIFICATIONS GENERAL SPECIFICATIONS 1) Approval of this and drainage plan does not constitute an approval of any other construction (e.g. domestic water conveyance, sewer conveyance, gas, electrical, etc.). 2) A copy of these approved plans must be on the job site whenever construction is in progress. 3) It shall be the Applicant's/Contractor's responsibility to obtain all construction easements necessary before initiating off -site work within road rights -of -way. 4) All utility trenches shall be backfilled and compacted to 95% density. 5) All roadway subgrade shall be backfilled and compacted to 95% density. Washington State Department of Transportation (WSDOT) 2 -06.3. 6) Open cutting of existing roadways is not allowed unless specifically approved by the City of Tukwila and noted on these approved plans. Any open cut shall be restored. 7) All workmanship and materials shall conform to the "1991 Standard Specifications For Road, Bridge and Municipal Construction" joinly prepared by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA). 8) The Contractor shall be responsible for providing adequate safeguards, safety devices, protective equipment, flaggers and any other needed actions to protect the life, health and safety of the public and to protect property in connection with the performance of work covered by the Contractor. Any work within the traveled right -of -way that may interrupt normal traffic flow shall require at least one flagger for each lane of traffic affected. All sections of WSDOT Standard Specifications 1 -07.23 - Traffic Control - shall apply. 9) Construction noise shall be limited to lam to 7pm weekdays and loam to 6pm on weekends. 10) All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Washington State Department of Transportation (WSDOT) 7- 02.3(1). This shall include leveling and compacting the trench bottom, the top of the foundation material, and any required pipe bedding, to a uniform grade so that the entire pipe is supported by a uniformly dense unyielding base. 11) All drainage structures, such as catch basins and manholes, not located within a traveled roadway or sidewalk,.shall have solid locking lids. 12) All catch basin grates shall conform to KCRS drawing numbers 2 -014, 2 -015 and/or 2 -018. � ROSION /SEDIMENTATION CONTROL NOTES 1) THE IMPLEMENTATION OF THIS ESC PLAN AND THL CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT / CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 2) THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT / CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 3) THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 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 ( E.G. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 5) THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT / CONTRACTOR, AND MAINTAINED AS NECESSARY, TO ENSURE THEIR CONTINUED FUNCTIONING. 6) ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF FIFTEEN (15) DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC). 7) ANY AREA NEEDING ESC-MEASURES, THOUGH NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 8) THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE PER MONTH OR WITHIN THE FIRST 48 HOURS FOLLOWING A STORM EVENT. 9) AT NO TIME SHALL MORE THAN ONE 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. 10) DURING THE TIME PERIOD FROM 01NOV THROUGH 31MAR, ALL PROJECT DISTURBED AREAS GREATER THAN 5000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED FOR MORE THAN 12 HOURS SHALL BE COVERED BY ONE OF THE FOLLOWING COVER MEASURES:, MULCH, SODDING OR PLASTIC COVERING. 11) WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 12) WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. APPENDIX area (acres) curve number description 0.44 86 Lawn 0.44 Pervious Subtotal 0 89 Gravel road 0 98 Pavement & roofs 0 Impervious Subtotal 0.44 ' Total Area (acres) Sb- pre.xls PRE - DEVELOPED CONDITION TOTAL RAINFALL Storm Recurrence Interval 2 yr. 10 yr. 25 yr. 100 yr. Storm Duration 24 hr. 24 hr. 24 hr. 24 hr. Precipitation (inches) 2 2.76 3.47 3.98 1990 King County Surface Water Design Manual SOIL TYPE Soil Group: Alderwood Series Hydrologic Group: C Time of Concentration,Tc Sheet Flow (lawn) "k" Value Slope Velocity Length Travel Time Channel Flow (high grass) ' ' . 8 1.00% 0.8 0 0.00 Areas and Curve Numbers Curve Numbers for Pre - Developed Condition CN for Pervious Area = 86 "n" Value Slope 2 yr. Precip. Length Travel Time 0.15 4.60% 2 130 10.75 Tc = 10.75 r • C Quick TR -55 Ver.5.46 S /N: Executed: 17:10:55 10 -28 -1998 SANTA BARBARA URBAN HYDROGRAPH METHOD DOAK HOMES, INC. PRE - DEVELOPED CONDITION Distribution file: KC24HR .RDT Description: KING COUNTY 24 HR. RAINFALL DISTRIBUTION Time increm.(dt): 10 (minutes) ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * Frequency: 100 years * Rainfall: 3.98 inches * (total rainfall for duration) * * Input file: PRE.SBH * Total area: TC: 0.440 acres 10.8 minutes TA_ D- ., /00 wt . * ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** PERVIOUS*'AREA IMPERVIOUS AREA Area: 0.440 acres Area: 0.000 acres CN: 86 CN: 98 S: 1.6279 S: 0.2041 0.2S: 0.3256 0.2S: 0.0408 Cumulative Cumulative Pervious Runoff Impervious Runoff 2.5282 inches 0.0000 inches 4,038 cu -ft 0 cu -ft Total Volume under computed hydrograph: 4,038 cu.ft. * * * * * * * * * * * * * * * ** SUMMARY OF PEAK DISCHARGE * * * * * * * * * * * * * * ** Output Hydrograph: 100PRE.HYD Tp: 480.0 min Qpeak: 0.3 cfs POND -2 Version: 5.20 S /N: ?ME' - DELA » » > HYDROGRAPH PRINTOUT « «< / y t. 10 -28 -1998 17:12:38 Hydrograph file: A:100PRE .HYD HYDROGRAPH ORDINATES (cfs) Time increment = 10.00 Minutes Time on left represents time for first Q in each row. Time Minutes 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 70.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 140.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 210.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 280.01 0.02 0.02 0.02 0.03 0.03 0.03 0.03 350.01 0.03 0.04 0.04 0.04 0.05 0.05 0.06 i*Ic 420.01 0.07 0.07 0.09 0.10 0.15 0.25 C:b.2877 490.01 0.21 0.15 0.12 0.11 0.10 0.08 0.07 560.01 0.07 0.07 0.07 0.07 0.07 0.07 0.07 630.01 0.07 0.07 0.07 0.07 0.06. 0.06 0.06 700.01 0.06 0.06 0.06 0.06 0.06 0.06 0.06 770.02 0.06 0.05 0.05 0.05 0.05 .0.05 0.05 840.02 0.05 0.05 0.05 0.05 0.05 0.05 0.05 910.02 0.05 0.05 0.05 0.05 . 0.05 0.05 0.05 980.02 0.05 0.05 0.05 0.04 0.04 0.04 0.04 1050.02 0.04 0.04 0.04 0.04 0.04 0.04 0.04 1120.02 0.04 0.04 0.04 0.04 0.04 0.04 0.04 1190.02 0.04 0.04 0.04 0.04 0.04 0.04 0.04 1260.03 0.04 " ::.0.04 0.04 0.04 0.04 0.04 0.04 1330.03 0.04 0.04 0.04 0.04 0.04 0.04 . 0.04 1400.03 0.04 0.04 0.04 0.0 0.04... 0.03 0.01 1470.03 0.00 0.00 0.00 0.00 0.00 detained area (acres) curve number description 0.28 86 Lawn 0.28 Pervious Subtotal 0.05 98 Roof area 0.03 89 Road gravel surface 0.07 98 Road asphalt surface 0.01 98 Asphalt driveway 0.16 - Impervious Subtotal 0.44 Total Area (acres) Sb- post.xls TOTAL RAINFALL Storm Recurrence Interval Storm Duration Precipitation (inches) SOIL TYPE Soil Group: Alderwoodood Series Hydrologic Group: C Time of Concentration,Tc Sheet Flow (asphalt) Gutter flow along 186th Areas and Curve Numbers Curve Numbers for Post - Developed Condition CN for Pervious Area = 86 CN for Impervious Area = ((0.13*98) +(0.03 *89))/.16 = 96.3 POST - DEVELOPED CONDITION 2 yr. 10 yr. 25 yr. 100 yr. 24 hr. 24 hr. 24 hr. 24 hr. 2.00 2.76 3.47 3.98 1990 King County Surface Water Design Manual "n" Value 0.011 "k" Value 27 Slope 2 yr. Precip. 2.00% 2 Length Travel Time 10 0.24 Slope Velocity Length Travel Time 1.00% 2.7 150 0.93 Tc = 1.16 PRIVATE \INAGE EASEMENT , INSTALL DISPERSAL TRENCH PER DETAIL ON PAGE DE BOARD ELEV. = 95.0 r CONNECT ROOF de FOOTING DRAINS TO THE DISPERSION TRENCH to / PROPOSED RESIDENCE 2102 SF ROOF AREA CRAWL SPACE ELEV. = 95.5 7 --- 59 SF WAL 118 SF GRAVEL 75' 4 A t'l 614 SF ASPHAL■ 1-• CD Lt. SLOPE PRIVATE RO T 1.0X • •� TOWARD C .; i 0 co N 75' SCALE: 1" 28'-6"PVC S= 3.57% 20' PRIVATE DRAINAGE EASEMENT 20' PRIVATE DRIVEWAY EASEMENT CB #1 (TYPE 1) VANED GRATE: 96.50 IE: 93.50 w 3 a o w o z a DRAINAGE DIRECTION ARROW (TYP) R20.0000' R20.0000' B GRAVEL PROPOSED 2874 SF ASPHALT (PROP 75.00' 600 SF GRAVEL CONSTRUCT PRIVATE ROAD PER nnnc+c eC.r•TIMI rza-R 7:,$7 "DEVCL oPet• CB #2 (TYPE 1) deMpi VANED GRATE: 95.00 IE: 92.50 =20' v 8 Z EXISTING GRAVEL SURFACE Quick TR -55 Ver.5.46 S /N: Executed: 11:33:55 10 -30 -1998 Area: CN: S: 0.2S: SANTA BARBARA URBAN HYDROGRAPH METHOD DOAK HOMES, INC. DEVELOPED CONDITION Distribution file: KC24HR .RDT Description: KING COUNTY 24 HR. RAINFALL DISTRIBUTION Time increm.(dt): 10 (minutes) ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Frequency: 100 years Rainfall: 3.98 inches (total rainfall for duration) Input file: POST.SBH ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Total area: 0.440 acres Tc: 1.2 minutes PERVIOUS'AkEA IMPERVIOUS AREA 0.280 acres 86 1.6279 0.3256 Cumulative Pervious Runoff 2.5282 inches 2,570 cu -ft Total Volume under 4, * * * * * * Area: 0.160 acres CN: 96 S: 0.3842 0.2S: 0.0768 Cumulative Impervious Runoff 3.5534 inches 2,064 cu -ft computed hydrograph: 634 cu.ft. (" osT D - v. /ov pc * * * * * * * * * * * * * * * ** SUMMARY OF PEAK DISCHARGE * * * * * * * * * * * * * * ** Output Hydrograph: 100PO.HYD Tp: 470.0 min Qpeak: 0.4 cfs POND -2 Version: Hydrograph file: A:100P0 .HYD Time Minutes (- `°ST - pcv, .20 S /N: /O » > HYDROGRAPH PRINTOUT « «< 10 -30 -1998 11:40:42 HYDROGRAPH ORDINATES (Cfs) Time increment = 10.00 Minutes Time on left represents time for first Q in each row. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 70.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 140.00 0.01 0.01 0.01 0.01 0.01 0.02 0.02 210.00 0.02 0.02 0.02 0.03 0.03 0.03 0.03 280.01 0.03 0.04 0.04 0.04 0.05 0.05 0.05 350.01 0.06 0.06 0.06 0.06 0.06 0.07/ 420.01 0.10 0.10 0.13 0.14 0.24 00.43) 0.28 490.01 0.14 0.13 0.11 0.13 0.08 0.08 0.08 560.01 0.08 0.08 0.08 0.08 0.08 0.08 0.08 630.01 0.08 0.08 0.07 0.06 0.07 0.07 0.07 700.01 0.07 0.07 0.07 0.07 0.07 0.07 0.07 770.02 0.06 0.05 0.06 0.05 0.05 0.05 0.05 840.02 0.05 0.05 0.05 0.05 0.05 0.05 0.05 910.02 0.05 0.05 0.05 0.05 0.05 0.05 0.05 980.02 0.05 0.05 0.05 0.04 0.04 0.04 0.04 1050.02 0.04 0.04 0.04 0.04 0.04 0.04 0.04 1120.02 0.04 0.04 0.04 0.04 0.04 0.04 0.04 1190.02 0.04 0.04 0.04 0.04 0.04 0.04 0.04 1260.03 0.04 0.04 0.04 0.04 0.04 0.04 0.04 1330.03 0.04 0.04 0.04 0.04 0.04 0.04 0.04 1400.03 0.04 '0.04 0.04 0.04 0.04 0.01 0.00 4 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 3.5.1C 2 -YEAR 24 -HOUR ISOPLUVIALS N 2 -YEAR 24 -HOUR PRECIPITATION 0 . 3.4 0"1 TOTAL PRECIPITATION IN INCHES 0 1 2 3 4 5 6 7 6Mlles 11 300,000 3.5.1 -8 2,00 1/90 3 5 33 FIGURE 3.5.1E 10 -YEAR 24 -HOUR ISOPLUVIALS 2.1 22 23 24 25 2.6 2.7 2 9 29 30 unr4 1 if "i:1 tla z - r i11 erki7 joss i fek;awar AA:1nm igiemioAvo 10-YEAR 24 -HOUR PRECIPITATION „ 3.40° ' ISOPLUVIALS OF 10 -YEAR 24 -HOUR TOTAL PRECIPITATION IN INCHES 0 1 2 3 4 5 6 7 • Mlles 1 s 300,000 O 5 3.5.1 -10 KING COUNT < WASHINGTON, SURFACE rWATER DESIGN MANUAL 2,9 'A8 40 KING COUNTY, WAS iNGTON, SURFACE WATE FIGURE 3.5.1F 25 -YEAR 24 -HOUR ISOPLUVIALS Re , ?, AA 8 3p 3.1 3 •? 3.3 S4 25 -YEAR 24 -HOUR PRECIPITATION 3.4 ISOPLUVIALS OF 25 -YEAR 24 -HOUR TOTAL PRECIPITATION IN INCHES 0 1 2 3 4 5 6 7 8MIIa 1 s 300,000 Hy DESIGN MANUAL 1/90 • , h. KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 3.5.1H 100 -YEAR 24 -HOUR ISOFLUVIALS 100 -YEAR 24 -HOUR PRECIPITATION ,• 3.4 ISOPLUVIALS OF 100 -YEAR 24 -HOUR TOTAL PRECIPITATION IN INCHES 0 1 2 3 4 5 6 7 0 Mlles Is 300.000 r ( Mb 3.5.1 -13 z 98'' SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in 1982) Runoff curve numbers for selected agricultural, suburban and urban land use for Type 1A rainfall distribution, 24 -hour storm duration. LAND USE DESCRIPTION CURVE NUMBERS BY HYDROLOGIC SOIL GROUP AB CD Cultivated land(1): winter condition 86 91 94 95 Mountain open areas: low growing brush and grasslands 74 82 89 92 Meadow or pasture: 65 78 85 89. Wood or forest land: undisturbed or older second growth Wood or forest land: young second growth or brush Orchard: with cover crop 42 64 76 81 55 72 81 86 81 88 92 94 Open spaces, lawns, parks, golf courses, cemeteries, landscaping. good condition: grass cover on 75% or more of the area fair condition: grass cover on 50% to 75% of the area 68 80 CIO 90 77 85 90 92 Gravel roads and parking lots Dirt roads and parking lots 76 85 CD 91 72 82 89 Impervious surfaces, pavement, roofs, etc. Open water bodies: lakes, wetlands, ponds, etc. 98 98 98 98 100 100 100 Single Family Residential (2) Dwelling Unit /Gross Acre • % Impervious (3) 1.0 DU /GA 15 1.5 DU /GA 20, 2.0 DU /GA 25 2.5 DU /GA 30 3.0 DU /GA 34 3.5 DU /GA 38 4.0 DU /GA 42 4.5 DU /GA 46 5.0 DU /GA 48 5.5 DU /GA 50 6.0 DU /GA 52 .6.5• DU /GA 54 7.0 DU /GA 56 • Planned unit developments, % impervious condominiums, apartments, must be computed commercial business and industrial areas. - Separate curve number shall be selected for pervious and impervious portion of the site or basin TABLE 3.5.2B SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS KING COUNTY, WA SURFACE WATER UL'a1•.. .._ (1) ( (3) For a more detailed description of agricultural land use curve numbers refer to National Engineering Handbook, Section 4, Hydrology, Chapter 9, August 1972. Assumes roof and driveway runoff is directed into street /storm system, The remaining pervious areas (lawn) are considered to be in good condition for these curve numbers. 3.5.2-3 11192 •n, Sheet Flow Equation Mannkq's Values (For the initial 300 It of travel) Smooth surfaces (concrete, asphalt, gravel, or bare hard packed sot) Fallow fields or loose soli surface (no residue) Cr/tivated soil with resklue carer (e <. 0.20 ft/ft) Cultivated soli with residue cover (S> 0.20 ft/ft) Short prairie grass and lawns Dense grasses Bermuda grass Range (natural) Woods or forest with light underbrush Woods or forest with dens* underbrush *Manning values for sheet flow only, from Overton and Meadows 1976 (See TR-55, 1966) X Values Used In Travel Time/Tans of Concentration Calcotatlons Shallow Concentrated Flow (After the initial 700 ft. of sheet low, R • 0.1) 1. Forest with heavy ground Utter and meadows (n•0.1(1) 2. Brushy ground with some trees (n • 0.060) 3. Fallow or n**num tillage cultivation (n .0.040) 4. High grass at • 0.035) 5. Short grass, pasture and lawns (n.0.030) 6. Nearly bare ground (n.0.025) 7. Paved and gravel areas (n.0.012) Channel Flow (Intermittent) (Al the beginning of visible channels: R.0.2) I. Forested swats with heavy ground Utter (n • 0.10) 2. Forested drainage course /ravine with defined channel bed (n.0.050) 3. Rock-lined waterway (n.0.035) 4. Grassed waterway (n.0.030) 5. Earth-lined waterway (n.0.025) 6. CMP pipe (n.0.024) 7. Concrete pipe (0.012) 8. Other waterways and pipes Channel Flow (Continuous stream, R • 0.4) "See Chapter 5, Tabis,6.31C for additional Meanings 'n' values for open channels R. '5.7P KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TABLE 3.5.2C "n" AND "k" VALUES USED IN TIME CALCULATIONS FOR HYDROGRAPHS n 0.011 0.05 0.06 0.17 0.24 0.41 • 0.13 0.40 0.60 k 3 5 6 9 13 27 k 5 10 15 .17 20 21 42 0.506/n k 9. Meandering stream with some pools (n • 0.040) 20 10. Rock -fined stream (n.0.035) 23 11. Grasslkned stream (n.0.030) 27 12. Other streams, man -made channels and pipe 0.607/n" 3.5.2.7 1/90 A- 1 2 - TO: FROM: DATE: SUBJECT: JJS /tkf C._ City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION Permit Center Public Works Engineering January 13, 1999 Doak Homes 4646 S 150th St Permit Number: D98 -0397 Contact Person: Darryl Doak Phone: (206) 246 -6587 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JANUARY 13, 1999: Access Storm Drainage Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Dept. (with copy of application) PERMIT FEE 25.00 25.00 TOTAL: $50.00 John W. Rants, Mayor Ross A. Eamst, P. E., Director 6300 Southcenter Boulevard, Sutte #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 . Fax (206) 4313665 NO MANUFACTURER FRAME MATERIAL -- V yN/# / MODEL # SIZE a °5-°..cm 3 U -VALUE 9 8 1 L AREA S.F. 6' 6( dr ., . BeW g" / 7/ . 0 I ' is l' `` / ° 5 ' ,6-, . 5. / 7�/. I l 6 ° .�:t�r✓,9,6 6 3 q•Alhoto.Le e°9°.3 stk r q? .yf y(9, 8 l3 7,Z I `, ,i c c 1 2 i( (( S ° y ° ), o .»/r yo I t r a ° 06.5 , t Z ti /1` 1 ° G,r ci ' !2 S ---0 f( o/' • 11 ,w - m 0 i34 $` (( 3 °a °•k-0 ,`ii la/ ,, c( „ 3 6 / °3 6 , q9 tkf /4-1.q '7, 2 .( c t 1. HEAT SOURCE: 7ft5 H gN r (gas, oil, propane, heat pump, electric) 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE TOTAL GLAZING AREA 355' ENRGYCOD.DOC 2/13/97 CITY Oi- TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH RECEIVED CITY OF TUKWILA The proposed glazing percentage must be less than or equal to the glazing percentage listed und 9 1998 prescriptive option that is selected. PERMIT CENTER S.F. - TOTAL CONDITIONED FLOOR AREA S.F. x 100 = H -15 TOTAL GLAZING AREA 44 355-, (add entire column) PROPOSED GLAZING PERCENTAGE C APTER 6, PRESCRIPTIVE OPIIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I g litz the requirements of each of the options in the charts below. From the table that roc► hgce, choose the option that best suits your dwelling design. Glazing percentage determines w iic'h option to choose. Your building design must match the selected option requirements without exceptions or substitution. Design drawings must indicate all applicable requirements from table. i HEAT SOURCE: OTHER (gas, oil, propane, heat pumps) HVAC AFUE Glazing max: . of floor U -value 2 Door U -value (R- value) Ceilings: `., with attics Vaulted Walls: above grade below grade interior OR exterior Floor Slab on grade OPT I O 0.40 (R -2.5) OPT II O > .78 • 12% 0.65 0.40 (R -2.5) R -30 R -30 R -15 R -10 R -19 R -10 OPT III O R -10`. R -19•:. R -10 > .78 21%. 0.65 0:40. (R- 2.5)'., R -19 R -.19 R -10 R -19 R -10 OPT V >.74;. 21 %: 0.60 0.40 (R -2:5) R -30".: R -30`" R -19 R -19 R -10,-. R -19 R -10 OPT VI* OPT VII* O O •.30 %0 :•. 0:45 :.: ,0.40,. (R -2.5) .. * < two stories The " >" symbol means more than or equal to; " <" means less than or equal to. 2 Glazing trade -offs may be made if the Option U -value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. ❑ YES ❑ NO Option may be a better choice. Notes: Approved by: Date: ENRGYCOD.DOC 2/13/97 • CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I Glazing max: 94.0te/001' Door U-value with attics • vaulted" . above grade below grade interior I extenor:,, Floor Slab on grade HEAT SOURCE: ELECTRIC (except heat pumps) OPT I OPT II OPT III OPT IV OPT V OPT VI OPT VII* OPT VIII* 12% '-' 0 43 0.20 • 7.19 • R-30 R-10 0.40 . 0.40' (R-2.5) . , 'R-30 R-30 R-10: 0.20 R-30 R-30 13 R-21 R-30 • R-311r. RiO * < two stories R5 foam sheeting required in addition to R19 cavity insulation. 2 Glazing trade-offs may be made if the Option U-value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. 0 YES 0 NO Option may be a better choice. Notes: Approved by: Date: ENRGYCOD.DOC 2/13/97 RECEIVED CITY OF TUKWILA NOV 1 9 1998 PERMIT CENTER Tl Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): ' LOCATION MINIMUM AT .25 W.G. MFR. /MODEL FAN LABEL CFM (.1 W.G.) KITCHEN FAN 100 CFM /3/ -4 BATHROOM FAN 50 CFM ( ( e r BATHROOM FAN 50 CFM / ( I ( BATHROOM FAN 50 CFM &z:1-41)4V LAUNDRY FAN 50 CFM 6r,,v / WHOLE HOUSE FAN* 0 50 CFM (1 -2 BEDROOMS) (CHOOSE ONE) 0 80 CFM (3 BEDROOMS) -100 CFM (4 BEDROOMS) 5i"04.✓ *Whole house fan also serves as a kitchen or bath spot fan: rEJ YES 0 NO If a spot fan is designated as a whole house fan, the capacity shall be the larger CFM requirement. Whole house fan: Location attic fan is closer than 4' to 0 Whole house fan is listed •. Whole house fan wiring 0 Whole house fan shall Sone rating (< 1.5 if ceiling) /labeled "for Continuous use." for control routed to central location. run continuously: Kitchen rate 25CFM, bath & laundry rate 20CFM. Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: - YES 0 NO 0 If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the building exterior to the furnace return plenum. Mechanical ventilation fan ducts shall be > 4" and properly sized using IAQC, Table 3 -3. ❑ Fresh air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): 0 Each bedroom: Tested, screened, controllable, through -wall port (> 4 sq. in.) to the exterior. 0 Overall living area: One wall port as specified for bedrooms. OR: lam" Central forced air furnace which delivers outside makeup air through the ducting system. ENRGYCOD.DOC 2/13/97 CITY Of TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H-1'5 ACTIVITY #: MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS • Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. 9804061009 RING COUNTY ENGINEER � w;;� a ;; a SUBDIVISIc�JI' A1 Mu.a• wr. u! •f,i..•, WO I n•uul V ,R .. in LEGAL DE SCR IPIION OF PROPERTY haft /4 y � wIRA AP" 2 sP /l -dw _ -. '% 6 /" 0t9' a / SCALE DRAWING Of PROPOSED SUBDIVISION A■o. 10144 waw,n SCARF USED SIGNATURE P hi 1 4Pr 1.011M1 APPROVVAL - , FFIE / ID CHECKED + DA Sg-47 — FINAL APPROVAL . Vd t a• L. - BATE `4t 1 ' -. •DISAPPROVED — - —DATE— - -- - CONDITIONS/ REASONS--- . _ -- - -1'.. CA-2 �t} :h@ 06 1 f:i'. 1711 o /c'od Si3 1 . k • 31111 JUN 1U 113U I -I rn 1. A 5 A The North halt of the North 1S0 feet of Loot. 16, Block 2, SECOND ADDITION TO ADAM'S HOME TRACTS according to the plat thereof recorded in Volume 12 of Plate, page 90 records of King County, Washington; Situate i n the County of King, Slate of Washington. TOGETHER WITII AN EASEMENT FOR INGRESS, EGRESS, AND UTILITIES THAT INCLUDE ELECTIC, GAS, SEWER, WATER, PHONE, AND CABLE OVER, UNDER, AND ACROSS THE WEST 20 FEET AS DISCLOSED IN EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 9806012046. The South hall: ot the North 150 fnrt• of Lot 16, Hlock .2. SECOND ADDITION TO ADAM'S HOMR TRACTS, according to the plat thernc . r ec..ordnd in Volumes 12 of Plain, p:rye: 90 recordn of King County, washington; Sit.uatn in the County of King, State of Washington. • TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS, AND UTILITIES THAT INCLUDE ELECTIC, GAS, SEWER, WATER, PHONE, AND CAI3I,E OVER, UNDER, AND ACROSS THE WEST 20 FEET AS DISCLOSED IN EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 9806012046. Lot 16, }flock 2, SECOND ADDI'T'ION TO ADAM'S HOME' TRACTS, according t o the p l a t t hc: reot recorded in Volume 12 of Plats, page 90 records cat King County, Washington; EXCEPT r.hn North half of paid Loot, and KXCA :V'1' the Sout :h H', feet thereof; Situate in t1)e County ot King, State of Washington. TOGETHER WITII AN EASEMENT FOR INGRESS, EGRESS, AND UTILITIES THAT INCLUDE ELECTIC, GAS, SEWER, WATER, PHONE, AND CABLE OVER, UNDER, AND ACROSS THE WEST 20 FEET AS DISCLOSED IN EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 9806012046. n The South 05 fent. of It 7.6, Block 2, :SECOND ADDITION TO ADN4'S ; HOME TRA( . aocorcjing to the plat thereof recordei'1 in Volume 12 of Plata, paw 90 recordo of k i n g County, Wa©hinytun; Situate in the-County cif. Kinct, State of Washington : usu 9901152239 Doak Homes Inc. Darryl E. Doak , Sr. 11917 -4th Ave S.W. Seattle Wa. 98146 DECLARATION OF EASEMENT PARCELS OF PROPERTY AFFECTED EXCISE TAX NOT REQUIRED King Co. Records Divisign By Deputy WHEREAS: THE PARTIES HERETO ARE THE OWNERS OF REAL ESTATE LOCATED IN KING COUNTY, WASH NGTON, AND WHEREAS: EACH PARTY HEREINHIS HEIRS, SUCCESSORS,AND ASSIGNS DESIRES TO CREATE AN EASEMENT FOR ALL COMMON UTILITY LINES, SEWER STORM DRAINAGE AND FIRE DEPARTMENT ACCESS. THEREFOR: IN CONSIDERATION OF MUTUAL COVENANTS CONTAINED HEREIN AND FOR THE GOOD AND VALUABLE CONSIDERATION THE PARTIES HERETO AGREE AS FOLLOWS: THE NORTH HALF OF THE NORTH 150 FEET OF LOT 16, BLOCK 2, SECOND ADDITION TO ADAM'S HOME TRACTS, PARCEL A, TAX # 004200 -0217 AND, THE SOUTH HALF OF THE NORTH 150 FEET OF LOT 16, BLOCK 2 , SECOND ADDITION TO ADAM'S HOME TRACTS, PARCEL B, TAX # 004200 -0218 FULL LEGAL DISCRETION SEE EXHIBIT "X" ATTACHED SAID PARCELS ARE SHOWN ON EXHIBIT "X" ATTACHED AS PARCEL "A" AND " B ". DESCRIPTION OF COMMON UTILITIES, STORM DRAINAGE AND FIRE DEPARTMENT ACCESS. SEE EXHIBIT "Y" A'I"I'ACFIED. EASEMENT CREATION THE PARTIES HEREBY GRANT AND CONVEY ONE TO THE OTHER AN EASEMENT FOR COMMON UTILITIES , STORMDRAINAGE AND FIRE DEPARTMENT ACCESS AS LEGALLY DESCRIBED ON EXHIBIT "Y" ATTACHED HERETO. SAID EASEMENT WILL BE FOR .THE BENEFIT OF THE . PARTIES OWNING THE PROPERTY AS A AND B ON EXHIBIT "X" ATTACHED HERETO. LAS -05`1-7 071T Od GOO MOM ALNA00 9NIlf Wd OO1O2 EO 6E22- 51106E MAINTENANCE PROVISION THE PARTIES AGREE THAT THE EASEMENT DESCRIBED HEREIN SHALL BE MAINTAINED IN PERPETUITY. THE EASEMENTS SHALL BE MAINTANED SO AS TO ALLOW FREE AND REASONABLE PASSAGE FOR MAINTANENCE OF SAID EASEMENT. THE COST OF MAINTAINING SAID UTILITY LINES, STORM DRAINAGE AND FIRE DEPARTMENT ACCESS SHALL BE BORNE IN EQUAL SHARES BY THE COMMON USERS AS THE OWNERS AS SHOWN ON EXHIBIT "X" AA ATTATCHED. THIS SHALL BE A COVENANT RUNNING WITH THE LAND WITH ALL PARCELS DESCRIBED HEREIN. DATED: / _ f9 OWNERS PARCEL A: OWNERS PARCEL B: C rug EXHIBIT "X" Thu North half of tlur North 350 feet of 141 76, Nock A, OLCOND ADy1TION TO AuAN'$ NON; TRACTS, according to the plat thorcof rerordaad. in Vuluifl,, 12 of Plate, paflo Oa cna:urds of King County, Warhingtons S1Ludlit In the County of King, (Elate of Naatanyton. r TOCETIiER WITH AN EASEMENT FOR INGRESS, EGRESS, AND UTILITIES THAT INCLUDE ELECTIC, GAS, SEWER, WATER, PHONE, AND CABLE OVER, UNDER, AND ACROSS THE WEST 20 Fa6T AS DISCLOSED IN EASEMENT RECORDED UNDER RING COUNTY RECORDING NURSER 9806012046. Thn Nuuth halt of Lbn North 150 fors of Lot 16, Nlock 2. SEI:UNL) 11DU11'1ON TO DOWN NOM 'TRACTS, according to the p1Al LhercnL rwa osded in VoLuawr ti of Plate,.puyn go recordo at King County, Washington; Sil,mate. In the Coudty of King, Utato of Washington. TOGETHER WLTII AN EASEMENT FOR INGRESS, EGRESS, AND UTILITIES THAT INCLUDE ELECTIC, GAS, SEWER, WATER, PHONE, AND CABLE OVER, UNDER, AND ACROSS THE WEST 20 ?SETAE DISCLOSED IN C EASEMENT.RECORDED UNDER KING COUNTY RECORDING NUMBER 9006012046. ALSO ) EXHIBIT "Y" THE WEST 30 FEET OF THE NORTH 150 FEET OF LOT 16, BLOCK 2, SECOND ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON. THE SOUTH 10 FEET AND THE EAST 20 FEET OF THE NORTH HALF OF THE NORTH 150 OF LOT 16, BLOCK 2, SECOND ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON. ALSO THE NORTH 10 FEET OF THE SOUTH HALF OF THE NORTH 150 FEET OF LOT 16, BLOCK 2, SECOND ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON . ALL EASEMENTS DISCLOSED ON ATTATCHED DRAINAGE MAP/PLAN. 7b 20' PRIVATE DRAINAGE EASEMENT OPOSED ?. 0 I N EXISTING ' `° ' GRAVEL !! SURFACE' • December 28, 1998 Darryl Doak 11917 4th Avenue SW Seattle, WA 98146 Dear Mr. Doak: City of Tukwila Department of Community Development Steve Lancaster, Director SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D98 -0397 Doak Homes Inc 4646 S 150 St John W. Rants, Mayor This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Public Works Department. At this time the Building Division, Fire Department and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your review does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431- 3671. Sincerely, Brenda Holt Permit Technician Enclosures File: D98 -0397 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 City of Tukwila Department of Public Works John W. Rants, Mayor Ross A. Earnst, P. E., Director PUBLIC WORKS DEPARTMENT COMMENTS DATE: December 23, 1998 PROJECT NAME: Doak Homes PLAN CHECK NO.: D98 -0397 PLAN REVIEWER: Contact Tammy Frederick, Permit Technician at (206) 433 -0179, if you have any questions regarding the following comments. After reviewing the plans you submitted, the Public Works Department finds that we need additional information to process your application, we will need four (4) copies of the following information: 1. The first 20 feet from the edge of the existing asphalt roadway must be paved, please show this on your site plan. 2. The house will need to be sprinkled, please note this on your plan and label your water meter. You will need at least a 1" water meter. 3. A new easement document will be required for utilities and the Fire Department access road because existing easement on the short plat does not reflect existing proposal. 4. We will also need a maintenance agreement for all common utility lines: sewer, storm drainage, and the Fire Department access road. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 4313665 PLAN REVIEW /ROUTING SLIP Prirr C0OR. Copy ACTIVITY NUMBER: D78 03 ?7 PROJECT NAME: Doc, Ho r-, es Original Plan Submittal X Response to Correction Letter # 2 DATE: / ?9 Response to Incomplete Letter Revision # After Permit Is Issued DEPARTMENTS: Building Division /, Public Works DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete n Incomplete Not Applicable E Comments: TUES /THURS ROUTING: Routed by Staff REVIEWERS INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWERS INITIALS: CORRECTION DETERMINATION: Approved \PR•ROUTE.DOC 6/98 Please Route Approved with Conditions Fire revention S tu� l lb /7 N (if routed by staff, make copy to master file and enter into Sierra) Planning Division Nn. Permit Coordinator a DUE DATE: / - 7' 9 9 No further Review Required n DATE: DUE DATE: Q - 1�/ Not Approved (attach comments) 0 DATE: DUE DATE: Not Approved (attach comments) 0 REVIEWERS INITIALS: DATE: • TUES /THURS ROUTING: 4 1 7 414114 i1 PLAN REVIEW ' OUTI REVIEWERS INITIALS: CORRECTION DETERMINATION: \PR•ROUTE.DOC 6/98 ACTIVITY NUMBER: PROJECT NAME: DOAK HOMES XX Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # After Permit Is Issued D98 -0397 DATE: 11 -19 -98 DEPARTMENTS: Build ivision Fire Pre PI n i Division S— dux; !✓ -z - 18 Aug ' /04-411 Public Works Structural ❑ Permit Coordinator or /,isl avid �8 DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ❑ Incomplete ❑ Comments. Please Route ❑ No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) SLIP DUE DATE: 11 - 24 - 98 Not Applicable ❑ REVIEWERS INITIALS. DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 12 - 22 - 98 Approved ❑ Approved with Conditions El Not Approved (attach comments)g /) MW P l 0 % , /2 - Z 417 DATE: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) 0 REVIEWERS INITIALS: DATE: REVISION SUBMITTAL p)2E F?*- e724' DATE: e - 9 ' PLAN CHECK/PERMIT NUMBER: 9e 03? PROJECT NAME: � /9 /c eS /Aic PROJECT ADDRESS: 2 /6 6 f l 5 -0 >`l� CONTACT PERSON: t AL/2n7/ ` cbe , i9-,L PHONE: 2471 - ‘ 7 REVISION SUMMARY: f e/- - CoA'R eC? & 1 LP / SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY USE ONLY Bldg; CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 Planning; Flre... C17yR ec, p� 6 1,999 aM `'�NTF PutillczWor, 3/19/96 t City of Tukwila Fire Department Fire Department Review Control #D98 -0397 (511) Re: Doak Homes - 4646 South 150th Street Dear Sir: December 2, 1998 Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #1692) (Install new fire hydrant) Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. (City Ordinance #1692) 2. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #1846) All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 3. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) .575-4404 • Fax (206) .575-4439 Page number 2 Yours truly, cc: TFD file ncd City of Tukwila Fire Department The Tukwila Fire Prevention Bureau John W. Rants, Mayor Thomas P. Keefe, Fin' Chief Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval . of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 575.4404 •: Fax (206) 5754439 PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): The proposed project is located within __IGt ✓K1 (City/County) The improvements required to upgrade the water system to bring irinto compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: c, 4 `'T S F I/Wef 9 <A 5 . 5 /5074 Owner Information: Agent/Contact Person: attached calculations. I hereby certify that the above information is true and correct. ( ST l2 S S '/ r —9 s Name: ft- ,2 E C /J�ir- "" . Name: _ t/ /2,ey/ , ` , Jcidk ( 5: - Address: 4 7 4 /70 5Cc> 5'94:22M / 3 `5 i' Address: /19 / 9 — 4-177/ ALL e 5 14_ , , Phone: ,( ©6 -zYe -/� $'g',//0fW9 - 2 2 ' Phone:? 6,/‘-e 5 - .0 - / 7 6 ' 7 • 2 2 Ci This certificate is for the purposes of: ja Residential Building Permit El Preliminary Plat ❑ Short Subdivision ❑ Commercial /Industrial Building Permit ❑ Rezone El Other Estimated number of service connections and meter size(s): 5',, Vehicular distance from nearest hydrant to the closest point of structure 3 5 - 0 ft. Area is served by (Water utility district): / 5 Own; r / q . i n t re: ' ` � , �. , , G- Date: 4-x. �. ,e (� PART B: (To be corn • leted by water utility district The proposed project is located within __IGt ✓K1 (City/County) The improvements required to upgrade the water system to bring irinto compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet it more room is needed) (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of i 3o 5 gpm at 20 psi residual for a duration of 2 hours at a velocity of ,S fps as documented by the attached calculations. I hereby certify that the above information is true and correct. ( ST l2 S S '/ r —9 s Agency /Phone(ZOG 242 —Y s By Date PART C: (To be completed by governing Jurisdiction) Water Availability: El Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met, ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) Ct. (Use separate sheet it more room is needed) Agency /Phone By Date CITY OF TIJKWILA - Permit Cent' . - 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 PROJECT It: 40.03 ti/TI''A IL. DOC 6 /5 19b H -11 a Certificate of Water Availability (Required only if outside City of Tukwila water utility district) Part A: (To Be Completed by Applicant) Pur ose of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: 0 Residential Single Family ❑ Residential Multi- Family ❑ Commercial . ❑ Other Applicants Name: Dq rr)1 b ouk Phone: Property Address or Approximate Location: beil'hJ 'I6s8 $ ir0 4 Legal Description(Attach Map and Legal Description if necessary): Part B: (To. Be Completed by Sewer Agency) 1- 1. a. Sewer Service will be provided by side sewer connection only to an existing 6 size sewer CO feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. [4 a. The proposed project is within the corporate limits of the District, or has been granted Boundary • Review Board approval for extension of service outside the District of city, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC• $ g5b ro i SFC: $ )7 o'fUNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Approximately $1090 /residential equivalent will be billed directly by King County after connection to the sewer system. b. Easements: ❑' Required ❑ May be Required c. Other: WORKING TOWARD A BETTER ENVIRONMENT SEWER DISTRICT �1 CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY I heresy certify that the abo sewer agency information is true. This certification shall be valid for one year fro e date of sign Certificate of Sewer Availability OR ❑ Certificate of Sewer Non Availability By ,Cry., We Bilw A t di / Title 14816 Mt Road South P.O. Box 69550 Tukwlla,'WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 5 7Y / Date �;'.�' left elev. 1/8 A I II L —� ✓ ~�, \. .../ =1. ✓CN ON =R ✓� am . C ie. s1Er f__ I 1 j ti-t-- HOUSE NUMBER OR ADDRESS TO BE POSTED AND PLAINLY v1SIBLE FROM STREET FRONTING STRUCTURE 7 1 J uia = 1 F KooF fr = , rear elev. 1 /8" t� front elev. I/4", /2 CITY OF TUKWILA APPROVED FEB 0? 1 AS NO; f9IJILDINO Divi31O right elev. I/8" :27?ARATE PERMIT REQUIRED FO : 2 L✓f ELECTR , Lf LIJMB:; V . 4G DNISIC, F y i o g-r- -d. y r.. , mill "un y , >AWa °� l� 3P191�� 5 1� ! r t .,: i t t Mb._ 1:.1 . — t1e t. � , tc I .. �ao,11•P• /.,ate,.. ON MI NI NI PI EEr rr l - r - r - r - r I f B 1 r 1 1 1 l -- nFErIFI 1 (I r n(1 1 te i 1 n C t authorize the vi.:... code or oNUl01I Receipt of ca..:ac:cr'a cf a proved pima •.n By - Bete Permit M.P. COPY /` ?' E S Lo�i.4 5' C'' Przecit-024 pis -owl RECEIVED PITY OF TUKWILA Nov 1 91998 PERMIT CENTER All Idea, D, *Ipne Arl a np.noenln n,nwi "pA and r•In rp.Ih n , tn,g gn.,.,A,.fnn Wn Pnduc1 PI. Own,dBy. And Are Th0 ProMldyo$Crana Dwgn, an,l lingr>' lI',Baid n' inn r nln�I ti Ir' gr • „'.h.ng' the Cn"nl'uCllnn O Ong Bullding, Any Liao. Bout. T010C10.000 t71 'Mud rlann, B.1040(111 hnnn Dort% I ∎ "n p "n A.,t :V' A,■n Ol ,,, " hA• C "e ll.aip• ", ^I,.•'Il Po By Law WIB,oul The W,N1en P.,m{aalon of Crane Deeps. O e 0 "$ e • o � m B c g ¢ o mco``m O V, Coze • • • • Drawn By: Cate 9-87 Sheet of 5 Plan No. 0729 8 9 SEISMIC ZONE: 3 WIND SPEED: SO mph WIND EXPOSURE: 1=3 OCCUPANCY: R3/U1 left elev. 1/8 A I II L —� ✓ ~�, \. .../ =1. ✓CN ON =R ✓� am . C ie. s1Er f__ I 1 j ti-t-- HOUSE NUMBER OR ADDRESS TO BE POSTED AND PLAINLY v1SIBLE FROM STREET FRONTING STRUCTURE 7 1 J uia = 1 F KooF fr = , rear elev. 1 /8" t� front elev. I/4", /2 CITY OF TUKWILA APPROVED FEB 0? 1 AS NO; f9IJILDINO Divi31O right elev. I/8" :27?ARATE PERMIT REQUIRED FO : 2 L✓f ELECTR , Lf LIJMB:; V . 4G DNISIC, F y i o g-r- -d. y r.. , mill "un y , >AWa °� l� 3P191�� 5 1� ! r t .,: i t t Mb._ 1:.1 . — t1e t. � , tc I .. �ao,11•P• /.,ate,.. ON MI NI NI PI EEr rr l - r - r - r - r I f B 1 r 1 1 1 l -- nFErIFI 1 (I r n(1 1 te i 1 n C t authorize the vi.:... code or oNUl01I Receipt of ca..:ac:cr'a cf a proved pima •.n By - Bete Permit M.P. COPY /` ?' E S Lo�i.4 5' C'' Przecit-024 pis -owl RECEIVED PITY OF TUKWILA Nov 1 91998 PERMIT CENTER All Idea, D, *Ipne Arl a np.noenln n,nwi "pA and r•In rp.Ih n , tn,g gn.,.,A,.fnn Wn Pnduc1 PI. Own,dBy. And Are Th0 ProMldyo$Crana Dwgn, an,l lingr>' lI',Baid n' inn r nln�I ti Ir' gr • „'.h.ng' the Cn"nl'uCllnn O Ong Bullding, Any Liao. Bout. T010C10.000 t71 'Mud rlann, B.1040(111 hnnn Dort% I ∎ "n p "n A.,t :V' A,■n Ol ,,, " hA• C "e ll.aip• ", ^I,.•'Il Po By Law WIB,oul The W,N1en P.,m{aalon of Crane Deeps. O e 0 "$ e • o � m B c g ¢ o mco``m O V, Coze • • • • Drawn By: Cate 9-87 Sheet of 5 Plan No. 0729 8 9 living z'o 2': 44 ' Q A 2 H ter • i8" /7' - 4" 7 �Y I Pete /s B' Seca Cee.6. Te's -. /5E,= c_osf4 -... , - r. „ .1r /VI- L.e{L Li- ,I ?LiT7. 12 ,f-t GENERAL NOTES CITY OF TUKWILA APPROVED FEB 0 3 1999 AS raul PERMIT CENTER Drawn By 1� ^ll;o1 CA F= � '. . ( L_.. CGSl� I rrir 1 CITY 0 TlltKWgA Ar1 OVt0 rt , FEB. t°9 ryY ry �y. VV 1 All110. Novi* 1, +•l4d'el►n1• Vrpwh,4el,d 1140 tooth Ott ihIa *WAN* tM 0.41 X mo MA rho Of INIe tow West, 0,0&,c, (n..Und Io it f)•ectood P.oldel d The iv,thm.e,. and tlp Cnnsh•blldnofbia Bed llep•d,kflOrt. ldens. Dostpin'A.d ). MmgemtortOho Iron Coin* Dellw It S WMMWFt r117:" i w.,: 0 ♦ :; +] 'U& K4; it r, . ,dYY3t i ^F c•...tr. t' l L' I is ,G) Vt21ft.e 1,4/ r - '1"F ,-5 .') 0 a K E D 1 5 -o3'11 2 1 .� OctN *42'14 SMOKE TECTOR IN ALL Llc>a* 4 j MOM ALAC 16 itirW CUTTIGTCSIO - u� i.e —'rte �► 111, L.WATIGN 0031O404 PAM 0411 Iaow PAM 6.0 0011• r PAW mitivzlr m QC& r►oOrl iY+C _i .+au0f 111$$ ^ 0^ WPM (I-1 lowao•r) kronen own. 0 a a'. rs eeenvenn# (4 nearoa s.) 0 W f i b"a mono I 2' ' c T 01 it,VN *AIR MIPS RA GENERAL NOTES 441# WOWS • ammo' 0051 • aomeasoraa 01NLL AND Mew ALL 1441110401‘30 e• MO "4, C4143Ti41611014. � OM 010074 S-I 44143.103H 5-41 1 TIGIN AIID 1141.1046 aUTTi1P. • DOM OPOUTa TO wa R06M0R0 AO 1!!a w. 0000.' A.I. watts MOT txr®v a,4• 1011 AM0M. 00011 -X OR 0•1960 M11C0 OM L 0 rAY twee* AM, MOO • p0o1M 70 HAYS it** a• HTN Mid sae DO W LAN DIWes Pm 040. Nsasrs uswc. • }s1iDHea 044 was* • ALL pl OP7 opolimbe Pm tea IOU UO.C. • ALA. 040010 DNC1.0Mwo1 w01 toppmout.ir NOT tAxmA6. t9 •i WNW 46404. • PIOD DE 4n roar ow r• cow. aroll TO PROM= Nor WATER I MA R RMe1At i WY�OM CITY OF TUKWILA APPROVED FEB. 0 3 1999 AS NOTUU RECEIVED CITY OF TUKW ILA NOY I 9 1998 PERMIT CENTER Drawn 6y. 3 3, 8 es' -- 4 " - " 4 thL? vF c ce , "•■•■•^g F.A "7 •-■ ■■ *--1.41NIMLIM 1- 4 eti,Ac-E- 044 1 FF---1>;:-_ V- • A Ammo T OW OF TUKWILA NOV 9 1998 - FgDOt re ALL- V-oizsw?rsil,ot4 --A1 s Witt '2 10 11A 7/ATE 1,1J-W 2 - OE& 1E00 1. ALL PLOGIt JOIST TO 5E 2 X I V W s * 2 • 140 O.G. NOTED OTNE•tiuleE 2. ENJOGLING NOT TO EXCEED ir OC. 2: efbAcE TO teleaviDE P1r2 MR. &OIL To 5E.4146, i c i. L.p icAL SOIL TO FLOOR j�t. F) fr)1 Dcth .o?51i VI I 4,1-TTL vi51(rt 1 4( 4 14 I IK f1 Vjk7 I d tv RZOVIPE (. 1 (42 4 - , N/ticile7 ( , P.r4c4, ■•-■ Von L.4.4val MICK LEPC-le 44 '• (45 '4. 0 5 4' fOutiCkifjOil oldh i/4" ("t), F rt , — I - 16.W 4 LLth C NG • a. CITY OF TUKWILA APPROVED GENERAL NOTES • AU. MAMA, To OM 641 Ore TVA $1110 =V 4We PM 01%4 IMO • AI ItrIVIOTTO ONTRAOR OAPPI OAL1.11 TO lie air VOX MO) • colertACTOTI TINALL 011110T ASO viritry ALL OreSONOW MOP TO cONSIVICITOK • WE 6.411115 10-1 orlOO161 Poo oINSTINCTTO4 ',ALM srffericAtioTO. • oullere I MON Wan TO OIE rprovfOOD AO Rita BY COOK • ALL ooLTIT PU$T IOTTIPO 1/4• Tot MOAT MOM MMt MD ALI• PON BASWITMO work • TOTTIPOOR POOPS To Mort MAK 4r lb Mt Jo' 0110. Wika MO STOPS • ALL oarrf orireos ▪ IOW MC. • ALL TO 70 oil curs Nr.A 4 T\I FEB 0 3 1999 ko 1840.00NO oFe. a T. r NOT ALCM. • OLAtb& Int MOT MeV cONC. MOM= mom oAlof Foroor mom PERMIT CENTER All IAA,. NA Ion* Amino...non I P 0 IN.'. !Ito r4o4h 41414. qnnAt Au• A. °duel 01. 0,44144d fly. And Am the Promptly of Cramp 0.4414y4, And 11,n (1 hlq nn.(I Wn.k Pu nd..nut 4 Pnit PO I n A Sgyoc.141 r• al I, 1•■■■•• ,,,d A. Co...Ie./0,n 0 On. PoIltilnal Any II*. 11.,t. Dlet4M7to 01 Sod At Apr 'hoe Co". `,■■■ P I nve W of C.i.f. tioAltro ii ij 0 • • • • a.) Drawn By: Date 2-4•87 4 ot 5 Plan Na 072989 ■ TRUSS NOTE St4ALL CARRY MAWR. STAMP' a BE INSTALLED I BRACED TO MAMP. SPECS. WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT. AmrgeovAL OF ENGINEERING CALCS SuALL I-IAvE DESIGN DETAILS a DRAWINGS ON SITE FOR FIELD INSPECT ION. ALL BEAMS a HEADERS TO BE •xE CR BETTER UN.O. PROvIDE SCREENED BLOCKING OVER SUPPORTS. SHADED AREAS • FRAME OVER ROOF NOTES: 1)AII I)12WN PLAN NUM Z. o I'M-Tc es 7 h FSNYT ROOF ,FRAMING PLAN 14" CITY OF TUKWILA APPROVED FEB 0 3 1333 AS PNU L 6UII_DtR7617/'JION -- MATER! AI PITCH: OVERUANG: FASCIA: Ir r- r I - E Z4 oc. Z� e I-4 MOOED OITY OF TUKNILA Noy 1 g 1998 MF TrUSS E. @ C RMIT CENTER OE_ 1F7 t J V Jr- 3 ° / - 8 refer wall 3/8" NOTE Des —o391 1,s REFER TO FRAMING PLANS AND SI -IEETS SI TNRU S4 FOR TYPICAL CONSTRUCTION AND DETAILS. WNEATI -IER PROTECTION UNDER ROOF MATERIAL EXTERIOR SIDING A8 PER SEC. 402 U.S.C. • TYPICAL INSULATION! (UNLESS OTNERWISE NOTED) CEILING: R -38 WAIWWALLSt R -19 FLOORS, R -I9 24 sink wall 3/8' sEctiot4 Two. 1/4" r✓ 3 o 'O X C nook wall 3/8" , d r- 1 c , '! ROWED orrl OF TUKWILA CITY OF TUKWILA 1 ,1,3 1 9 1998 FEB 0 3 1E09 A6 INWLD nuLUh.G DiVInuN ?EMIT CENTER All Ideas. Dellans, Arrenpemenls. Orswo,0 end Plane gel Forth On This Skeet Are Toe Onp,nel Work Product Or, Owned 8y. And Are The Properly W Crane OnIgA, DM Use Ch Ties Said Work Product Is LSneed to A Specified Prolecl 01 The Porches */ end For The ConsI wabn 01 One eudldM0. Any UM RIMS* Of Oleoloeure OI Saki Ine..e noteodurtrone Mess Devon* And'O, Arrnevement, Old.. men Gene Deeeln Is emcee PmMpeed M Lew Without The WMteo Peoolee on DT Come 1,0,510 sg 0 • o E co c c 8 re C 2 O 2 E Drawn Sr Date 2-9-87, Sheet 50 of 5 ormaiwormalsimow 072989 i CRANE oetok IC 'ra /1/,�P PIA 4ATLD Sd • 0' OC led • 6 OC MAX Oa I 6' OC EACH 4' F¢RF CNN TILE SE' M GRAv!L fi STET 1 FTC. NOT MCNOL :T4IC USE •4 D (VVRTJ REDAR • la OC • 1444-004.4l -9 5 -O...D .M- /e. TN!EIZ #JDS R!'/ --lED C'•Z y10U1.O TL`Iar tI! -U.2 W NEWE-L - SECrIC41 Ic'�..9 TIRE alLY.1cl■-(rr SIRE; S0 %� -E�i •- ET.JEE.J Lss.:a :'(K. tiCLi•' . ,- TNe •T P • Et7TTL1"1 L� TNE. RUIJ t e7E7WEE. -1 ynJD'j 14_G�.lr t �u lUe W lTT /TIE x7.0.1 Q 5Tw11E5 I• THE W'-LL LJ4DE12 TT4E ff7 ', FL LINE uUFII -P e0 / FL G . 6 1 NE J STAIR SEGTI RESERVES ALL LEGAL ROWS TO UATEUTAL ON TT•S SHEET - EU•J S -- R'M JC!ST TIG PLT 6,7 ?Q O SB bATT 1,45 - FL JO' ST PER PLAN I/7' DIA • Iq' AD r iv'a air 1 ! '1 2 -v P` MUD �LW co . ' FAi w_.+ ,, MIL VISCUEEN (eAG14..) / VAPOR BARRIER 17' CLEAR BEAM TO EART, 18' CLEAR BCTTC,w1 OF JCST pn.l TC EAR'" -- 2 - 44 CCNT REDAR Dcig VAME/• CT TO CRNIANAL PROSECUTION 7.6 STUDS - e I4'O 16d• S' 0 C led • 4' 00 -. -_ - /CLOSET OR STORAGE BELOW STAIR - N o,+ -lp4AI L`i 1.14.,4a.4lL'1 • ■JGT PT201e61 P104E. TUA.- ? )2 ' ∎JTO ;'Hr Ft.p11RRGO -Y- - T>•! U- L•4774 A LD 4 r A. 4. sA Les., G OF J for LP TT1a+J I;2" GEnJEE4J 4 E L1.44kOK .IL • 5EGr1A -I Iar D , 1001P 9 2 r 4JD SLP tzr.oI or 1-4,'•.1DR.A•ILS ,40t De. Lf*'T 'l1M - 1 /.( !A mom. 2 14 CE T 4 Iar1EJJ4IU.1 9EC IAJ 1000 4 . IH I 1T'14-5 Sd • 4' OC M4) f 1 - 111 BRICK - R - y • �/ • VEN. • PROVICE \ I 11 4' LIP b' UNCE 1' - .111211.11/1111 JOIST GRADE R 1 RED AR - - - -- • I(D CC (VEST I 4' FLOCK .10 - DEL .1O 1 LEDGER RIM JOIST 3/4' TAG PLT. 44T OR 0119. - R- IS INS. -FLOOR JOIST PER PLAN 9 /S' DIA IC' AD V u l .` � �'. ;L'ut- t',..1 MAX. OC. I WITHIN 17 OF CORNER. Lau, t-MW.l . 1' IEM8Q544E1 I( 7.6' P.T. M)DSILL 12' CP WALL FOR E.4)-1 -- 6 MIL. VISOUEEN (6-6 4.14.) VAPOR BARRIER 2 - •4 CONT. REBAR ATTIC INSULATION R -35 ELEC RESIST. R•30 GAS (TWER1AX INSUL. W/ EQUIV. R -VALUE TO DE USED IN ATTICS WHERE CLEARANCE NOT AVAIL. FOR DATT.) 1/7' GWD (TYP.) if 4,, wDESZ- L - rir.I -Ir, U.u.A - GLUE I NAILING (I00 • 6' OC. EDGES I BLOCKING, Sr O.C. FIELD - TYP) ID. 37/14 R -IS BATT INS. W/ VB. FLOOR JOIST PER PLAN TYP. WALL SECTION DBL. TOP PLATE FIEADE.R - PEU. F<•ti -1 I.iiJD06J - rem RR1-I 2., girl _teler I'r 2,■ SILL OI MVP TYPic■-L. rct,.In- ic',i - -2,4 STUDS • 6' CC 7.4' PT. t I J . I U1/ I/7' DIA Ie. AD .1 + . . ' ' I ' WWI 4 ,T d' W.�LLa�c ens -- 4' CONC. SLAB OVER 4' GRA I FILL Li/ (J, P- L121.W I WWM W 'SCSp •4'.S.. T IVCc CT -•4 cAJT eetv.>z DOOR FRCNIS ',1JITU NOT LESS 3' TIJAN (71 S 5 . I©' AS PLATES • S WALL OVER 2 ODE ATTIC vENTILArIr CS I TOO: CF • .',i - P - SEE PLANS FOR ROOFING CONST SEE FRAMING a_ALJ A ELEVATION ,11 1 - 1,1 "ini . RATED O11EA21- IIIJ2,Ul- 1.0.-4'^ FFdJEI_ LC EL 0eO PE P TO OIQLG; , CLI 'v P.wMI1J1.. NJD I.L.TZ'{p.lATt. D JC'•1Tr--3 C•• ,W-P ' 4JEI- LC41 4.04 tLEO Od G (/ aC. PE.1211iETr - 4 ALL U TTD P/wS`` E0 S I'2 00 e rev' L UIJL6ti UCTED getwi6c. L T A4W•C - T`It'IC∎t_ U LIC EXT. WARM WALLS - 3.6 STUDS • 14' OC. OVER R -IS BATT INS 811/ VAPOR BARRIER MNJ IA" MA FATC.D "„11e.AT11ILJti (JCL PI...44 rot& NA1W -IF, 4 44DIIJV)- I115FAU. MA-000 PAP ear COG PELT BefWEEJJ 84CT 4i t FALL La- 1G- nhl)i.. TT}"IG•.1_ ALL ExTEFZICTZ WALLS 2x evr -et-i =LA r P Tr.. L.IA Tb S C G 1 !JylaN� 1e lly.p* J rve,P131 FRTiieR y " J 4.Pi 'JGP -EC J 7. INTERIOR WALLS TO DE 7.4 CONSTRUCTION TYPICAL EXCEPT ' • PLUMBING t GARAGE SEPARATIprir Of TUKWIIA APPROVED FEB 0 't3UMLDiNC' CIVIL:TON PIllI .-1 e'<TPJJD M14 10' A80'/'E. IU5UI1.•IC11 51r N2.5 1JU2 ICA1.IE. nrh Q-O' O.G OOC NI C 4' P.C. -M U.10 2% BIRD et - CSb W/ 4Crt& • TOE .-JNL W/ (2) IL/ EA e■-1D TJ , RU'., Ora RVTPE r.r 1 IOC COOT ECU CU Set* 41ErL.11- .;.I..C.IU4. @ ✓'CC .., Ix• R5 CEDAR FASCIA W' CCNT MTL. GUTTER TYP. ONE STORY FOUND AT ION ® TYP. TWO STORY FOUNDATION ® TYP. GARAGE FOUNDATION® TYP. BASEMENT SLAB 3a STET- WALL -- GRADE 0 - 7 • ��jj,, "QII++ D IWjUL Arict.1 (R-10)- 'J H14(EXT1C)DED rwitr f}tG1.�.) b>- 4 4 RE5+.R - Po117'JrAJ... •4- d..r,.a e. ificac . 4• TYP. POST 4 egA11 ti) If IZC64.E - ext.rldIIAJ• A pa 641 cotTIS ( 1.1a.l,412 WWri .4 SIl•• 754' P T, T"LIDSILL W/ 94S" DIA.. le' AD • 4' -e' OC '.. . cuiLL E.4444 TNERr7AL BREAK - 4' CCC. SLAB OVER ua6.l.. N UZI W IJ Cb ie , '44 , 44x.5 \-.R -IO RIGID INS • PERIMETER 04 tar a Iw'O'OG W ALT wane* 2 '4 CONT MBAR R T Y F'. EASEMENT SLAB 3 O PLR 4UEM I � IW y 9 y t-..r F o4.1 Of I1 .4 UL ft=" TT 6r9. flV p•1 et t.E 714' CLEAT (E (EA NDE1 OIt •I PSON Mt TIE (PC TYPE) - - - - - -- tit I.IJEVTED MM �e 'Se PELT NOEWED 'rtre . p$ CITY OFTUEWIt j NOV 1 �J1999 GRAD! GONG. p,ER•P1ER PLAERMIT CENTER 4 MIL vrogi.ifteN C$ 44 . K m1:0 I CRANE DESVON. NC RESERVES AIL IEOAL NEWTS TO MATERIAL ON nr1 SHEET - SUBJECT TO CRIMINAL PROSECUTION J 1)018-oori girt on aou1JDmTIgJ EtAIL 'A' 'CONTRACTOR MOTS - M Olrn•nr•T • Shan ER Ch•ck.d And V. �g �1 (T4( /ART • SEE PLANS) CCTJ rIVIU!'U' - > NE•D^ OR Pe 4 JC'ur( EACER rCLUML .� 1 CpP r! 4-1U1,1.10.1 O k.CE+Z SEE. PL 4J FOK S'ZG - - (2) 2.6 0 . fl' P5- 11A■L kVUL 2.6 BTUCS • 16' OC - A'79 CLIP G WsC - TfPICA Mt J rFM' sn or pG , (hGF�E O DLCGyFA I(Dd G / CC 9�T1r.Li.f.WeD— on•nuelon. fry I /q./ a. pe z.*pC 'UE. tl�4 ULI CJ MI 012 TSTIA A-PPRI ' s • -PTV. I`.7CE' rC( r 2xU l((C L.W Ll_ SCN.. PLATE NAILED W• 16d • 8' C C BT ACGERED PRO BLOCKING • RIM JOIST WIT /'LCOR JOISTS 4E PER PLAN PL T. SPLICE 9NOUt. C BREAK ON cc n -ION r+ET+eER Bd • a' OC. • SOLE PLATE RIM JOIST I TOP PLATE - CBL rCF' r'LArE9 3x6 STUD WALL BAIT INSULATICT-I (TT ▪ x 1 0 AB • 36' CC 1.6 PI CF r"'JD91I L Bd • 8'OC 14 R2P+^R_ ON4V IIc' tP 17 CG •.4 , EM1' 6 no O.c O FOUNDATION / RETAINING WALL (IV TO 4•-D' 1-1I041 UU PC/4/ WAIL) - 2 -U CIIRpEOJ I ul ^I. ^ e, Wiu , 121x6121 L(II ( -1 r I •1 o-Rn•. L =L FILL TIIEr'i ERE"- R '0 RIGID INSUL4TICN - 2 - "4 DIA CONT 3.. JP - 31 IN NOTE' "•Oil- C'S^ 0(J(�4. EXTC.F'ICFZ 44V. I]Gr E + , CGAD A NEIro1Jr W.WEAT AA nM4 - So Arai, TLT F+ y LAp AT 1)lreli ICZ UUL.24, EL44 PALL CT✓ (SWCV �7 IIII 11 C. bGYJ1[ E3EIYC�1A-(- � �P or txr�-i wu. ce- rcw-lo 2) 4 RE e gfa r ®GRADE BEAM AT GARAGE 1r Ur ' 7V Fjy EbJf' / IIOd 2 4 etc 5 DIA.. '0' - -- BOLT • 36' CC W/ 2.4 P T Trr_III 4' co MFr•GTg aJ = I H - - �,,,, � eern Ja _ II -II 1111 - 14r =1 (�V•11 IIll1AJ5 rafbilWG •4 c0(40 � Jr ON- BEARING SNEAK WALL FTC3. e /e• DIA. To• — A5. • 4e'OC. • 3 STORY (WHERE PLTLIOe USE b'A DIA.. I DOLT • 12' OZ. W/ 2.4 PT. MUDBILL) - - - -2.6 STUDS • IL' CC • 3 STCRT 1.4 • 1 1 STORY - 4' GONG SI.Ae Ct•ER "1 GRAyp L FI L W/ U 1.12 .I421 W1•1M. IIJ 611•6 (o NIL. vietweeN W I' SAND OVER • LIv510 AREAS •1 • 4 DIA. T Ur f OR 1' DCU'I NTERIOR BEARING WALL ON SLAB OP FL A•c• •CKlz PER (-'.1.4 Z b r ,wI LECiEIA 1 - , IC �ecps !1, O DETAIL ,1/1-11,1',111/-1 - UT—!—D S' r5,r^E L ALL 6) , E - I' AIR sr -- WCCD J ^IS( STSTEM CRAWL SPACE - - CR BASEMENT ("cm e," - SSG i r11 Jr-1 ECTION 4 2 T1ES G .1 TER) II'rn' S 'LIC GRCUT 4 ' eR'CK vENEER `-•TC €M a►eR:- L C, 1 2 , 1 IV "Atoo o�; TV te a! en t IC' _, 9M - __ SUr'11acr 1•L.L_L L /Eil!e(c ee-ciJD GTP_IJ'IJ!� V ▪ B' . 2' BRICK �f 1.1'T•0 nes '4 EEO 'C'VT 1 /.C,G6, S C - 12 . Gf sr�uf V. I2 Fi , CJ -'ICd ! D IR! :T1n L '0 O TYP. BRICK COLUMN AT ENTRY NCN- CCRRCSIVE METAL W4LL TIES 5rscea ',' uor Tc °(1. r , "r (-10166. T A..) x 12 Rr eF fa IG'Oa ,1 }wi JOF T m4 T,21 c++,"fL A�` in cu IF ro 'EbG. ^CC 144' - -SEAL WITH TRIM CR CAULK - TT ea_ It ?)AR TC IT !PST •: 5(2104 ( - DQIU. rUrry • ∎r1• J 4T u/ ET-AL TIICS Tr: T' p lerc 7 3 I�2 CAC CITY OF TUKWILA APPROVED G FEB 0 3 1999 AS FOILI) —FL ASUSJO j +re' DIA PEEP FIOLes 2' (I)IS) A rllJB -11JM RECEIVED CITY OF TUKWILA NOV 91998 t " MtIJlMUr -) Mu6 ei •settERMITCENTER COPYRIOMTC s 11111111111111 1uCIi0i1I:11 i CRANE DEDIOFI IRNC NewiN4vEl ALL LEOAL MONT1 TO MATERIAL ON THIS SHEET - SL1S.lECT To CPSUNAL PR06FCUTION GENERAL NOTES: CRAWL SPACE vENTILAT1oN, MINR1a - 1 NET . * A . ! 5Q F'. FOR EACU Me 9Q FT. OE FLOOR AREA OPENS TO OP PLACED AS CLOG! TO CORNERS AS '•RACTICAL ANC SUAL L `v'DE COTTA! VENTILATION ON AT LAST Two O PP O RIT E SIDES 7 CRAWL SPACE LNOEMTRICTED ACCESS. MN IS'.24• I ATTIC VENTILA "c64, VIM OE ATTIC AREA OR 1/3ee 0 '2 15 N Sc.. AND 1 T 15 3 ASOVP PLATE LAS • ATTIC ACCESS MP. 77'•30' Ong MN 50' 5EADR0CM :NOeS'RICT!D READILY ACCESS'BL! 5 N ROOMS NOT PROVIDED 41104 AN OPERABLE WINDOW OF IS SOFT. CR GRATER A MECUANICAL . ..TE , NTILAT'?4 SYSTEM. CAPABLE O PRC','CING S 8'0 CuAL -GES PER .GATT SMALL BE PROVIDED 6 vEWT DRIER OATH •AIM AND RAY.PS•CvONS '0 'NE 0V AC! T ameAde AND IIO1S! OCCUPA,NCT 5 "ON -•1.I MR TAPED AND RNie. -e D GARAGE AND BM! "!N' SUPROEITS 'O 05 u1.. r 5,5 TT PE x CR EOJAl We B) 8 'IL! Ede SHOLPO SHALL BE 6 ARC 114'511 ROCK W•U WATER RFS'S•ANT BACKING S EGRESS M EVER" SLEEP.5 ROOT' SHALL UAVE A 5,4 NET CLEAR OPENS CO 5.1 SQ. FT RE 1151. NET CLEAR OPENING HEIGHT D'"•E^IS1oN SMALL DE 74'1)4. 4E CLEAR OPENING W'C'U ('^!^14, 0 25• B T' 0" O C•••N ".T NO' BE "C0! 'MAN 44' 4COv! ROCK IO •IRE CODA CCRE PER 'UPC C' -AP'ER 3 B AND I. CO AL BUILDING CEPT ALSO REBAR AR MR SEC 2 ,102 n 1.EARfl ExTE}4SION6 • UEARTU SMALL EXTEND AT LEAST I6' FRCT" THE FRONT OF, AND AT LEAST 5' BEYOND, EACU SIDE OF THE FIRE PLACE OPENING UINERE TuE FIREPLACE QPENI1• 15 5 SO FT OR LARGER THE UEAR'u ExTENSION SHALL EXTEND AT LEAST 70• 'N FRONT O, AND AT LEAST 7' BEYOND, EAG• WOE OE TINE FIREPLACE CPEN'^G CCNC. CR "45C•NRT MUST NOT BE SUPPORTED ON WOOD FRAING • APPL,C4 AND INSTALLATION O INSULATIO■ AND vAPC• B4RRFRS YIALL CO'T"LY WITH '1{ I. 54 S'AT! CO WASHINGTON ENERGY CODE '3 GLAZING N COT WITU SEC 24Qb. L)BC STANDARD NO 21 ANC ulA!)UT.l' TON STATE SAFE'" GLASS LAW EXCEPTI0N5 ARE AS DC•L 'NEC 'N SE0 7AC 'MOO (1A-AZINti IN LOCATION SUBJECT TO 1IYA4 "'046' SUCU AS GL ASS ON DOORS GLAZING WITHIN 12' ON EITPER SIDE CO A 000• O"0'IINC '.L47' 4'1 CLOSER 'MAW 43' TO A Tl. COR. SUC'■ER DOORS , AND TUG ENCL.OSUPES SHALL BE C.0/8. -, 'E• :1499 LAONAIFD SNP'' Gl ASS OR,SNATTER RESISTANT OLA,T'C ...-, ,J. •.I Ft'J••k 0, b Tn 4 T I,.,M. 5 RLIDNG GLAD, DOORS TO DE SAFE'• GLAZING LA"'NA•ED CO TE' 'FRETTED GLASS ▪ 5-ICTSPR ENOLODUIES MNALL BE ARRRL.vED W'RE RE'^FORCED. 'F "T'•FRF0 CO LAMINATED SAFER' GLASS d1. Su4TTER RE5'ST414' PLASTIC T GLAZING WTNN'6 OE FLOOR AND GOEA'ER •uAN N LEAST D'MEN+I^N SueL CP'T^LT W'U •'* LOADS AEA PLAN8 S ALL EXTERIOR WALL GLA.75 4 5•1AL.L BE CC'TOL F GL A7FD AND DrT -- "T • W"711 Tllp '5+ WASU A0C N STATE E^ERG' Coop ▪ TREATED W000D 1 LLEATIJER PER UDC SEC - VW 70 T1115 OECD! ASSll1ES NO RESPONSIOILITT AS 'C 1u5 PUTAIC4L CuARACTERSTICS GE TuE SOIL, NOR DOES TN)5 OAIICE vERev TIE ACCURACY CO •WE ENGINEERING DATA SUF'PLIF.D BT 0(11505 twirler SOIL APPEAR, TO DE O POOR OJALITT, A SOIL ENG. REPORT SHOULD BE SUPPLIED eV CLIENT CRANE DESIGN HAS 'AKER EvER' EFFORT TO ENSURE TuE ACCURACY Cl' TUE ATTACHEO DRAWINGS, HOWEVER IT 15 TuE RESPCNS'B'LITY CF TuE CONTRACTOR TO CIECK AND VERY ALL DM!NSION5 TFI! ATTACHED PLANS ARE THE PROPERTY c. CRANE DESIGN, INC ANT REPRODUCTION OF •454F PLANS WILL VIOLATE COPYRIGHT LAUD TUE IICICER OF T/ESE DRAWINGS MUST PAT A FEE. FCR TuE 10! O 'HE MATERIAL '•ERIN OR BE SUBJECT T O LEGAL Ar_ "!•N B' 00ANE DESIGN NC ENE C Y NOTE5: ENERGY NOTES PER II - SIASUINGTON ,'ATE ENERGY CCCF FSROV'DE AND T1M•'M/ ADDED F4SUL4TION LEVEL CO R -S. CEILNOS WEN ELECTR RESISTANCE .EA 0.30 cs1LE'4G. WITH GAS MEAT 0.30 VAU CEILINGS R -II WALLS R -I ELOPES OVER WI4EATED SPACES 1.•' AT 54.4( PERMM5TER 615IALLEC UCR'ZONTALL' 74 LACER SLAB WHEN 005-4000 ELCCR5 ARE 61111-EN Cr OE BRAD! ALL GLAZING WALL 51 DUAL OLALINO AND 50 PT, OP GLAZING SHALL NOT P.0550 71% CO GROSS FLOOR AREA POR GAS / HEAT 1'.5.15 - AA FOR ELECTRIC RESISTANCE ALL ORE N'C5 4140 JOINTS N !15tER10TR WALLS SMALL DE SEALED CAULKED OR ILEATUERSTR'PPFD AT LIMIT 4(0 LEAKAGE AN APPROVED VAPOR BARRIER SMALL DE PROPERLY METALLED IN ROOF. N ENCLOSED RAFTER 114055, EOR'TED 116SRE CEILINGS ARE APPLIED DIRECTLY 10 TuE UNDERSIDE OF 0OO RAFTE ALSO N. EXTERIOR WALL! N5IA3LED • MIL NS6 6■501.5I0 COVER LAPPED 1'•;,' ?T JOINTS AND ExTENCPD UP TO POU'0AT1ON WALL (REQUIRED AT ALL CRAW. 5154 -C!!, . HvAC 54UM5!NT IR/A . EE Weep NO GREATER TW04 175% 6a D551GN LOAD AND A MINIMUM RATED OUTPUT CO VS. TISO'IOSTATS CONTROLLING USA? SUPPLY TO MORE THAW ONE 00051 SMALL HAVE A 55)044T IETB4OC P5tl7■LACES WALL (E PROVIDED WITH' A TIGHTLY PITTSNS M•WE 0441 5 1.5. RIAOILY ACCESMULE MANIA. on AUto coNTROLe WW1 A 11CflIf1 CORTR471- DEVICE TO LIMIT PLOW TO A MAX OR 3 OP11 PER 5HDlmm, W) NAECA OW LI:EGTeft WATER t ^604 S TRUCTURAL NOTES: I DESIGN LOADS A. ROOF LIVE LOAD 25 PIE (TOTAL. LOAD 31 PSFIWVTILE 43 P9F) (vortr r' 1.71.15 /N I B FLOOR LIVE LOAD 40 Per (TOTAL LOAD Se PSF) PF' AAA c. 5E15MIC ZOLE 5, v45145) ) D WIND LOAD 22 P5F P SOIL BEARING CAPACITT IDDET 1555 A6dIMPD SOIL „0000' 4E00 CT) ANT OJF••'" lTO SOIL. 7 TOLNDATIONS A 45541 MAX SOIL (MARINO CAPACITY 700( PRE UNDISTURBED CWT D POUR 5OI4DATION5 C'W-T ON UNDISTURBED SOIL (VERIFY) C UNDER FLOOR SLABS 00(104CT FILL TO 55% 5210. 3 CONCRETE A FOU40ATICNS AND FLOOR SLAB CONCRETE SHALL BE EQUAL TO f7500 PSI) MAx - 1" WATER TO CEMENT RATIO, 3 -1/1 SACKS OF CEMENT FER CUBIC TARO CF CONCRETE AND 6.3/4 GALLONS WATER PER S4 LIS. SACK CO CEMENT• 7500 PSI 450.50 -D CP"PRE•'•F STRETGTH AT 28 04Y!, IL SACK •1114/03. 00 6 11114)11 COVE!. AGE OF STEEL, 3' BOTTOM, 7' S'CES 1 -10' WALLS FCR SC'L SEE C. TTE IU•ERE SOIL NO 'MOSLEM. G. Eo,J1v*•Lt *r FLOOo P0E4.s1Fd, H67. SS REF, cd5U, Poo T. 4 REINFORCING STEEL A ALL RERFORCING STEEL SHALL DE DEFORMED. NTERTIEDIATE GRACE B'LLE' STEEL - ASTM AAA-12 GRADE 40, NEW. CLEAN AND FREE OF DIRT D SPLICES. 'WERE LOCATED AND APPROVED SHALL DE A MNIMLf1 O 17 INCHES r2Srr "5 • CR 50 DAR DIAMETER (CONC. • 700E PSI 40 DIA) C ALL REINFORCING SMALL BE TIGHTLY TIED AND SUPPORTED DURING CCNSTWUC "^N D WELDED WIRE I"ESH SHALL BE AST - -AIS. S .WOOD F A PER URIC SPC. 1t,d' B JOISTS AND RAFTERS. 2' NOMINAL 115 NO2KD, •5•119• P5F FCR RF.PETITIvE USE USE or . I0 SPAN OVER Ii' 1187•17' • 16' or. SEE ROOFING PLAN c SEAMS, HEADERS AND LINTELS, 4' NCI DF NO 7. FD- 1Y1S PSI - OR 1F N0. 7, Fb • PG.b"5(,t 00 I Fg= Tae' ••,I U - .L, 5' NOMINAL . OF NO. I, Fb -1350 PSI. OR IONS PSI IF 155, OF IUo. F1 25140,1 , MF LJc 2 Fly- (. IG. r' a D STUDS 7,4 OR 7•6 10(45041 GRADE./ Fb - R R" 1300 PSI pOR REPETITIVE USE FOR 3 STC PLC". USE 7.5 c 3x4 • 15 OC..7 Dr. E. GLU • LAM BEAMS 70• (Fb -200,0 051) CR 241101-7405 PSI) uBC STANDARD 23 - I(' IADLG-NG, 2101 • L 1 P,ARL4l:9 -1 )3DG USE 245 -v7, v3 CO EGUAI- (vISUALLY GRADE UESTETEI SPECIES) E5•7400 1.51, F, •BT ^R 165 PSI WITH EXTERIOR GLUE OR IP SMEAR TTP'E BEAM3 'N-TORT SPAN NEAv - T LOAD) MAT USE 70E -v3 CR EQUAL r. 20,0, , 5 PSI Fv•''63 PSI F 555 PLANS TOO PLTWOOD 6 STRUCTURAL STEEL ALL STRUCTURAL STEEL SHALL DF 15(0 A36. NE4. CLEAN AND FREE O 81ST P'PE BE A55 •S3 GRADE D OR ASCL A36 STEEL (ALSO) 1 STRUCTURAL FRAM1'4". A FRAMING TO BE IN Cel WITH UDC N(7_11.'10850 K'D3, P PROVIDE NAILING IN 400000ANCE (11•1 UPC SCI4EDULE 'VS•I I. S STRUCTURAL ENG SPECS TAKE PRECEDENCE OVER MN NAILING SC.IEDULE AN^ 0 • GENERAL SPECS. C PROVIDE SOLID BLOCKING AT JOIST SUPPORTS AND DEARING PARTITIONS D PROVIDE DRUDGING OR DLOCKNG AT MID -SPAN OF ALL SPANS OVER 8 FEET. P. USE APPROVED JOIST HANDERS 3451E REQUIRED. BRIDGING IF CEILING WFNI34ED. F ROOT TRUSSES' SIZES TO BE vERIPIED, DETAILED A4D FABRICATED BY TRL155 MANFAC ^JPER INSTALLATION AND 00106146 SHALL DE PER MANUFACTURERS SPECIFICATIONS AND INSTRUCTIDNS. ALL TRUSSES DESIGNED MUST BE STAMPED BY UG WA STATE PE. CARE •-• -•' DP TAKEN DURING ERECTION DT BUILDER TO NOT OVERLOAD TRUSSES WITU BUILC'•Y. -•A' I TO ADP CIJATFLT BRACE TRUSSES 8 STUD WALLS A USE 7s5 STUDS AT 16' O.C. PER 1160 It410. 1.107, 2320 B DOUBLE TOP PLATES SMALL PAYE JOINTS 3TAYi6ERMD NOT LESS THAN 4 FEET MIN. NAILING OF 5-16,1 • 46' MITT. LAPS • EACH SIDE. OE JOINI 7064 • '7' CC BETWEEN PLATES FOR E5T • 'NT. L0N6 WALL '2 13 5TORT BLDG) S ROOFING A APPLY ROOFING IN ACCORDANCE WITH UDC. 550.1•.09 B. PROVIDE ATTIC VENTILATION AS INDICATED ON ROOF FRAMING PLANS. • SECT Iv` DISq) NO 'I 17,• • ••• ADO YE ALLOWABLE 5,-1.AR -.tr.A0 55. er+ '(04 "RAMTNG SPACED NC "^RE • PAN '5' C.C. u14ERE APA SUEA•utri '5 A• ON DCTH FACES O A WALL AND NAIL SPACING IS LESS 1U4N 6' CC. ON 51(1-TER 5'DE PANEL :DINTS SMALL 0! 6" "E' '0 'AL'_ ON O0!SPENT FRAMING ^'E "PER CO FRA0TG SHALL 0! 3. NCT^'NAL ANC NAILS CT) EAC') S - CE SMALL DE STACO5*It1C.. ALL 5.-EAR WALLS 'n , A/, SECTION 73.14 RE CVIRE^1SN'9 ALL EX 'ER'CR WA/ LS LL'T140J' A DESIGNATED 151F•AR -WALL NAIL NG R•ALL BE APA RATED 5W54 OYER 25 STUDS • '5' CC. WITH 80 CDT -014 NAILS • 6' OG AT SUEATHINO PANEL EDGES AND ❑' C.C. AT INTER 1 E0'ATE FRAMING ME -BEGS SHEATURG PANEL EDGES SHALL FALL ON 2• STUDS. ANCHOR DOLTS SMALL DE STANDARD • J -DOLT' WITH A 4d RETURN. OR A STANDARD 'L -DOLT• WIT• Lad EXTENSION. ANCI-IOR DOLTS SHALL re A 35 STEEL OR SETTER MINE.JM CONCRETE SIDE COVER SMALL BE 7' '44!4 EXPOSED 'C uFA•UER 3' W-lSN EXP05EC TO EARTU. USE 1.7' C -D. C -C STRUCTURAL " . FLT•.LOOD PANEL 9'0'0 INDEX 74, ((NCR APA EMEATUI'- WL TU TUE SAME NAILING U1) ,O1' REDUCTION CO TuE AL'..• 1L, 0I E SEAR •SEE 4Rr:14 PLANS AND .001 GEIN504). NO'ESI. 3 C -D C •C STRUCTURAL 1 , L•WC7CD PANEL SIDING INDEX 74.e'PAT DE U+ED "RC (DING 114E ALI CW4BLP 5 .540 U REDUCED DT 'CS ' SEF AR114 A AN9 ND OR .1rNSTET M N NAIL 7.4' CTR 7.6' SOLE FiA'ES W/ 4d AT 1' 00 111740) ON EXTEOCR 'WALLS 5115404('0• SMALL LA" RIM �O'!• ^R P'_SE INCREA`E SOLE E NA'L'"G 'C 'Id AT p' OG.'UNC) DOUBLE ALL TOP PLA AND LAP AT LEAS' AS • AT .0 5(3 W 5 -'6.1 EACI 510E ANC 6d AT NO "ORE (PAN '7' C! ALC^Y R3..4'2 E C0 SX•ER'CR ANC - TAN 'N'FR'CR 'PALL -ICLD -DCILN SCL1ECULE, (NC•!" (I ` IN(^":4'55 NPA11T7: .... . . '•l C INCRP'F^ NAIL 'C 17 5 74 1 11,1 NA'L5 • }� ND'CA'FS 1 '5'.1.5 5'R.tn - FI NAIL 1 C 7. STILT "l 25 'Cd NAILS '140104(53 14034 F' •.4' CIA ANC-CR 5CL' '4' N'C CONCRETE 1CR USE S' A070 4.15. 111' 111 76! I"'NIT F' ^PFDT"FNT'T SQL' 'C 12 7. STUDS ff;; L ", ^ 3,4' 0,A "ACU,NF ' , INDICATES 4D'A E'MBFD I - DIA. 4NC14OR BOL' '5' NTC CONCRETE (00 USE 514038 W'1 3•• MIN1) 111 EMBEC""EN7/ 50L' '^. ') ' 7, 5TUCS ▪ TIRE! 1.S' C'4 T ^eru'NF MOLTS NOTES NC'CATES PDS E"E'ED '-1,5' D'4 4NCUOR SOL' 7•' "'O Cd4CR!'! .. TO 4. • 10 r'u -:REF ( • 4 - , n.uINE 001 ALL MOLD -DC:4MS REFERENCE') "ANEAC'URED 5' '5T 5TRRON6 -TIE CCTMPANT INC' 1OLC- D0L45'T EDU'VALENT CAPACITY 5UY OTHER MAT•MFACTURERS MA' DE USED, ALL POLD•CCINS 9=4ALL SE INSTALLED PEP LATEST "ANLEACTURER 5 SPECIFICATION (5(0050') CATALOG 0.57H• SEE PLANS FCR LOCATION AND NS'ALL•TI04 D!TA'LS. FCR ANC140R BOLT 'NS'ALLAT'CN REOU'RE"EN'S •EE N; 5 A' SWEAR WALL 50 FLOOR D'APURAG , ...NI '9:37' THICKNESS ARA RATED 'ON11E I GROOVE D.EA' RUTH 100 NAILS • •• 00 At SUPPCRIEC SU5404 l "ANEL EDGES AND 5' 0C. AT N(ER1EDIAT FRN "N , '-ET'PFR9 I SEE 10011 PI ,t'.' ANC !-R GENERAL 4C FOR 000 S CITY OF 'TUKWILA A1'P00VED FEB 031°57 SPECIFICATIONS: OCU EIL.e82 5i15i !Mr45IGAVQN51 155 7.50E P51 CONCRETE SE'E'S A• 25 DATS I,15 PSI "A' BE USED BUT RECOI'•'END!D "AHEM !•'E14GTW. 7 USE A50-1. 4018•60 OR 50141. GRAD! AD MEDLAR LAPPEO 35' MM AT SPLICES COMERS • N'ERSEC"C•S 4. 7 cee' 0 SI 0010 !•! LA " •5 OW - TETER MIN RECEIVED GLSI. Lat eAt ?reCIFICAL a," CITY OF TUKWILA I 100 LoNn &RAN5, USE 74, v7. v3 OR EQ ( TABLE 55 PART A UDC TTIAVISUALLY GRADED WESTERN SPECIES/. Fb • 7 4651 PSI, •v • 135 OR *3 PSI I EXTERIOR GLUE GLUE MANVIAFTURER 1-111M 1 4 1998 CLARIFY IN WRITING TO GLU•LAM SPECS PRIOR TO ERECTION ON JCS. 1 354E" WAVE SHORT $0445 1SI.IEAR 554515) USE 311E-VS OR EQUAL 112 Pb • 3 0'010 PSI AND E • AS ELI AND 0'.!R SPEC- 6/PIL AR TO 5 ABOVE PORIIAtSIAanneD- 912fL T.. AILA- ML•{S71tl0.0 $..4tt+ I T14 TRUSS MANUFACTURER SHALL PROvID! ALL DESIGN AND 514611 -EERN4 WITH 311S145I18TA4 STAY! PE. STAMP ON 05810146. DURNG ERECTION OP TRUSSES, TINS BUILDER SHALL TAR! CARL TO ADEa1A'ELT BRACE TRUSSES I ALSO NOT TO OVERLOAD n1EM WTW !NCR!" DUILDINO MATERIALS 11111 y5r PERMIT CENTER I i CRANE DESIGN, INC. RESERVES ALL LEGAL co —c,pta I J Corm.... header. two pieces 27 r..- l,dm/Im Inning �, iI6 mnrI fir Ie., 7t I6e...r 19 I a..'6o aw l... /a0(E:x „ p, /4100140 9C1l71111 F I. Ida to till or p +rd<r kw nail 2 ®rldpiy to jola toenail arch end 1 I” • 6 (27 en" '152 mall .obfoo, cc lot to each joint. lace mall *We, than I 6 mm. iflmml.obnom to eachjol,t lace nail 2 l71 .,ml arellam to kola or slider. Wind and lace mall 6 Sok plate to jo1at or Hoc I lip. typical lure roll Sok plat to Joist ne blocking. at braced .all panels 7. Top plate to cud. end nail I Stud to tole plate 0 Decoke uak. lure nail i ppoou loo piae...yoirel lace nail Noble top ohne.. lap spire I I. ',local" between joke, a Men to lop bate. 12. Ries joke to top pine. toenail 13 lop pike,. laps end Menectbn,. feet mall .n Jed 2 6d J 6d 1 161 Uhlal 16 IVY mmine 1 1601 per I6" (406 mm1 2.16,7 4- Rd Iaenat! or 1.16d end nett 160., 2k 1610 mml I c. 16dtt 16'I l60 malloc. I-16d 3.6d 60u 6 "11I1mml or 2 160 I W at 16" 1176 mall.,,. 0100$ cull vie< 1.60 15 Cent; Joins ro p toenail 16 Creswwe.a hawk, to std. toenail 17 Celllos jokaa. lace .note p.15111on• . roc. nail I I Ceiling joie to poetic! rafters. rare nail 3-16.1 I I Rafter ro plate. toenail J 64 10 I - 115 mall br ace a each .tad and plat. lace n.11 2 Id 2 1 I " . t" III mum .:01 mall .Mahhnp or het to ,.ah bearing rare nd 2 6d 1 whir ma. 1' . p' 1 y rim • 101 mall .Scullin, m e.rh hearing rare rad 1 6d 21 aria or conk. Had. 164 et 24"1610mallac 7 4 Pn.h .r ,,.der and h..r... 76.1 .r 12' 1811 mrni c c 31 irir and br.,rnnr end net,rred 1 10.1 ei end, and ;leech ,pin e 27 2 "'S1 mall alan4t 2 16,1 .1 each bev 76 Word touctw.l p..rl, and puo.Ioho ra - - - - - - - - sr.hnee col And .NI .nrsn,inp tern S.•nh"l 11 Inch . 17 4 r.,••.1 'a" rd kn. lh," aft" Cm^WO ,ohf.rm onderl.7mrn1 In to opt II iurh . 2! 4 n-rr.l !te .e hn J 6d 1 16d el l 6d' fir 0 64' 41' n, 6d' h '10. -I- erl+ I'r." -1'p' 111,1' or Id' 6d' Pd Nn 11 p, No 16 is lrn 11 pe 6d' No 16 p.' 4 , I ,n 64" oven. m. b / eaeept.hrre nthrry br nerd - - , m-.e --- m m l nn renter rderet 121nrhe ISl'7 n n v r rd,. (ri 7,1., . 171 r .l .o . pl• ere'rant .le Ar4 t 11219 ,,n1 m 1 t,t tip cl . v or ,'.l rmrnl .nd pn tab ui ereWrcen eh refer to S,crrmn 21141 ,.dt L... d., , 0, 0, ., 1 . I ,..,, nn b.. rarrni deteroned .ha -t • c ` 'Dcln. OS.: Yro-tm rt nn • o .inc nall, ennotn the r.rp,l•emnu e cl 5rrdon 717! I staked 1 . m ,. e,.,.nl on renter so eater reap. and A Inch,, 1152 m.,l nn ranter e, rr,...,..diwr nl . . an .torn neat .111, '1,, Inch di.rn t (1I en.") heed .nd I'12 Inch (180110/ ln ,p , l, firm /axuh NMI I nrh I•4 mall leered, for 'II,, Inch 12flmml,hrmhn rho rroolrrmrn d 1721 I "(oration resinvatiapiet .lmr.mdnal 'I,. nett etown end I ". Intl 129 nw,)Ingrh lur'y lndrti Jmr „ I s s ee se l and 1 Inch t 11mxnl teneth len I), Inch 170m.nIthe.thl r,10I.enwnn of Ser,lnn "'rend tarpon, a dk ly m xh.tlam11201n<he, mmiif 4p e uh cold h th. Iona db u to ill the panel. rrnle Otherw a melted/ es.Ing m 0nkh meal Ipac,d 6Innhet I i ll mall no panel edict. 11 In, het (105 mall at Inter. r.edku ,upper's, 'agna ay,pm et 2A Inch,. 1610 mall Cosine err (kith na k traced 6 Irwin/ (1 e2 nand nn panel .dery 12 Inch,, fire mall et Iotennedinn ,rnmmr. RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. ME0- 14NIC4L: SCL[D R1EL EURN!'k, APPL1CANCES Sold rttel burning ass t ancen Include air -tight etovee, fire plaeaa slovee, room , eater,r'repl a ces 0,.. ractory - built rlreplaees. and fireplace insert.. Un'.e,, othe adopted by King County, All calla fuel V- nvning e Shat! compl w1U, th, pro..lelone of Section 304 UMC, ' 4E4 TING A Fuel burning equtpmes't located wlthln the bulldlng envelope (constructed under the WSEC) shall obtain cl nbu60041 al Rom outdoors, meeting the provisions or Section 1011. 1011 U71C. (10713: BUILDING EN' LOPE The elements of A building which enclose conditioned spaces through which the'mal energy may be 1J-sneered to or fro-, lh,ra exterior. Section 201 WSEC. E Fuel burn1,g. nourrnrent located outside the building envelope ,hall meet the provisions of Section eem UMC Duc or4 location and source or combustion n 1r, ref erences _ectlon 601 60'1 604 4,000 UMG 'CONTRACTOR NOTE — All Dimensions Shell Be Checked And Verified Prior To Construction. Each dwelling u ,hall be provldad w11k heating fdclllt!eti capable of malntdlning lior et A point 3' above+ the floor In ill habitable room+ wl'an the outside temperature Is de set forth In Section 303 W9EG. Section 31011 USG. A11 alarm -err nlrrace shall be Hated and labeled by an approved agency and Installed to Haled epeciflcatlons, Section 3041 WIC. .1ppllancea Intended ror Installation In closets, alcoves cr confined epacee shall I-e so listed Section 3043 UMC. No warm -air furnace shall be beta Ilea In room used o f designed to be used as A bedroom. bathroom, closet or In any enclosed apace with recede only through Such room or spaces, except direct vent ftumaces. enclo+ed furnaces and electrle heating furnaces. Section 3155 UNC. No warm-air furnace ,hall be Installed In a closet or alcoves lea, than 12' wider than the frnace or Nana Gee Ina la Ilea with a minimum clear working space less than 3' along the old bade And top of the furnace. Section 31001 UNC. L■o petroleum gas- burning appliances shall not be Instdlled In a pit, ba senrnt or similar loco tl whet heavier - than - eIr Sao might collect. ,l-, not be !metalled In an above - grade underfloor epace Or bra nemmnl . glee, suck, loratlon Is provIded VLF an approved ^earn ror •e^oval of unburned gas. Section 3046 U2 ( Approval met be granted by the Eulldlnq Ornelal 1 0,11 ,olln7 ...Tl r Iocaled In garage and which generates a glow spark. or flame capable or Ingnlung rlanmlable vapors shall be installed .inch Ike Allots and b,rne• or heating elements and switches at least 18' Above , 1-e 'loot Ie ,e1 Section 3087 UNC r e dampers need not be 'metalled In air ducts paeeing .Hough the wall, floor, or ceiling separating a residence (Group R. Division 3 occupancy) Rom A gara yours M, C'v talon ' occupancy. rovided such ducts wlthln the garage are con- structed of steel 1 a thickneee not lees Ulan 0019 Inch (No, 26 Galvanized tivset ga „gel and ka -.e ro opening. Into the garage. Section 302.4 IJBC. Iharm.dl' furnace Inelallat o.ne in attic. or Uat111 Spares shall comply with Section 3'9 and 320 UMC E .cry appliance ( dryer, range. etc) designed to be vented shall be connected to A renting 5y,tem complying with Chapter 6, WIC. Every factory built chimney, type L vent, Type B gee vent. or Type BUJ Ea, vent shall be !metalled In accordance with the lame of Its liming, manufactured fnet- "101irrns and the applicable provisions of Chapter 8 WIC. rent connectlone shall be installed within the space or tree In which the appliance Is located and shall be connected to A chimney or vent In such A manner As to ^alntal0 the clean.nrro to , combustibles per Sectlon 819. and Table 3 -C. UNC. DUC1IUCrc7C A Duct aysteno dell be or metal as set north In Tables Nos. 6 -A, 6 -33, J 6 -C cr ractory -made air ducts complying with 0-apter 6 ItMC t3 Jotrrts and seams shall be substantially airtight. Section 6015 Table No 6 -4 (reclang ,ter duet•) and Table Nob-ES (flat. Oval, and round ducts/ UMa Inatallatlon or ducts shall comply with Section 603 UMC. p puct InnulOUO” s6,all he Installed In accordance with 11.14FG. Table a -16 GENERAL: `!)PILOTS, BURNER. HEAT " ELET 1 SWITCHES OF THE RJRNA!7E AND HW SHOULD BE A 'lINIY`UJ 'S' ABCvE THE GARAGE FLOOR THE?E SHOULD ALSO BE PROTECTED AG41NSe ANY” vEHICULAR CCLLISIC' -1 12 2X17 DOORS SHALL BE C ER.:EI E FROM THE INSIDE WITH A NIGHT LIGHT, DEADBOLT, OR SECURIT CHAIN HOAITED AT A HEIGHT or 4B' MAXIMUM ABOVE FINISLJED FLOOR. 3)ALL WOOD IN CONTACT Wlil CONCRETE OR MASONRY SHOULD BE PRESSURE TREATED WOOD AND BRANDED BY AN Ar AGENCY. 14,}LIVING ROOM CEILING 15 24' ABOVE HALLWAY 11b-0CIJ LEADS TO SLEEPING ROOM5. A SMOKE DETECTOR WILL BE INSTALLED AT THE HIGHEST POINT ')RECESSED LIGHTING FIXTURES SHOULD BE IC RATED AND ENCLOSURE LINED WITH A ! 7' GWB TAPE AND FINISH tDALL DUCTS, PLENUMS, AND ENCL- OSURE THROUGH OR ALONG UN- HEATED SPACESIINCLUDING THOSE FROM GARAGE INSTALLATIONS). SHOULD BE THERMALLY INSULATED EXCEPT THOSE INSTALLED BETWEEN WALLS OR IN A SPACE NCT EXPCSED TO OUTSIDE AIR T MOISTURE ElIAl1ST DUCT SHALL NOT EXCEED .A r.; Al Or COMBINED HORIZONTAL ANC VERT- ICAL EFFECTIVE LENGTH Or 14 -0' E)MASONRY FIREPLACES SIICULD BE PROVIDED WITH A TIGIITL`" FITTING FLUE DAMPER AND A READILY ACCESSIBLE MANUAL CONTROL. AN OUTSIDE SOURCE OE COMBUSTION AIR SHOULD BE WITH A Cr 4 PROVIDED WIT DUCT C SG2. INCHES MINIMUM AREA AND REA- DILY OPERABLE DAMPER AS PER SECTION 402 OF THE WASHINGTON STATE VENTILATION CODE. REF SEC. 3102. UBL. )WATER HEATERS LOCATED N THE GARAGE OF INI IEATED FLOOR ARE TO BE INSTALLED ON INCOMPRE- SSIBLE INSULATION (!)NOT AND COLD WATER HEATER PIPES IN THE GARAGE SHOULD BE INSULATED WITH 1 R - 1 NSUL. WITH A FLAME SPREAD Cr 25 CR LESS II)THE SHOWER SURROUNDS ARE TO BE A SMOOTH, HARD AND NON - ABSORBAMT SURFACE NOT LESS iHAN 1121' ABOVE THE CRAIN INLE C1 GTPSUi WALL BOARD BACKING USED FOR TUB OF SHOWER ENCL- OSURES SHOULD BE OF A WATER RESISITANT MATERIAL. DO NOT INSTALL OVER VAPOR BARRIER ON WALLS OR ON THE CEILING 1 3 AIR DUCTS PASSING THROUGH GARAGE WA LLS , FL CCR CR CUEING ARE TO BE NC. 26 GALVANISED STEEL WITH NC OPENINGS INTC THE GARAGE 14 LANDINGS OUTSIDE TO BE NO MORE THAN I' BELOW THE TuRESHCLa 'S INTEE7 RAILS TO BE NC MORE THAN 4' APART Ili STAIR HANDRAILS AND HANDGALS ARE TO HAVE 11/4' TO 2' CROSS SECTIONALS AND RETURN TC WALL. I CONTINUOUS) 5' Tn 'x' Gll1B UNDER ALL SAIR WELLS AND DOUBLE LATER IF STR'NGER SPACING 1 5 MORE THAN 18 F WATER HEATER 1 5 C'rER 4' - 0' "4 H EIGHT AND HAS A NON RIGID WATER CONNECTION, THEN IT 15 TO BE ANCHORED AND STRAPPED O RE5'Sr EARTHQUAKE "'0T1064 is .LINDCUJ '"ANL AcrJR±=R TO F IDE F'CRr HOLES IN EACH WINDOW N EACH HAEITAELE ROOM. I ,ATTIC vENr11-ATICN A5 PER 1 5053 'IBC. SEE ,ENTIL ATICN CALCULATIONS r - 100'. ICED ) sENT OPENINGS SHALL BE CC'rERED WITH CCRRCSICN RESISTANT WIRE MESH '.111TH OPENINGS CF I: -t SC. INCH DIMENSION 3 ROOF vALL. TO HA - .E 2n GAUGE '14ALVANIZEC FLASHING 4 SHINGLE NAILS BE GALVANIZED rA STEEL A 1 STAINLESS 5 EEL CR LJMINUM AS PER TABLE IS - - 5. COMPOSITION ROOF FASTENERS AS PER TABLE I5 -B -I 6 22'x30' ATTIC ACCESS TO BE PROVIDED FOR EACH SEPERATE ATTIC AREA WITH NC LESS TI 30' FOR HEADROOM ATTIC ACCESS DR. TC IJAIiE R -30 INSULATION MINIMUM. AND WEATHER STRIPPED HARDWARE TO r"RCVIDE TIGHT CI CSURE 1 TRUSSES TC BE DESIGNED AND STAMPED BT A WASHINGTON STATE STRUCTURAL ENGINEER. CALCULATIONS ARE TO BE SUBM- ITTED rOR CODE COMPLIANCE PRIOR TO FABRICATION CR PER- MIT ISSUANCE. CUSTOM DOME DESIGN 6k STOCK PLANS TO REORDER PLANS 1 -800- 848 -5421 I I ' ' I H APPROVED HANGERS TO BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO THE MAIN GIRDER TRUSS. TRUSS MANUFACTURER TO PRO - vIDE TYPE. j9'NOT41BEARING WALLS SHOULD BE HELD DOWN FRC1 THE TRUSS TO BOTTOM CHORD WITH Al'. API°R- ovSD FASTENER TO INSLRE TRUSS BOTTOM CHORD WILL NOT BEAR ON NON BEARING WALL. i0: ROOF TO BE ANCHORED TO RE- SIST NET WIND UPLIFT LOADS. USE SIMPSON 'H' ANCHORS OR EQUIVALENT. II :TRUSSES WILL NOT BE FIELD ALT- - ERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENG- INEERING CALCULATIONS. I2 TRUSSES SHALL HAVE DETAILS AND DRAWINGS ON SITE F OR FIELD INSPECTION 13 PROVIDE SCEENED RI COKING CVER SUPFCR1 14, SHADED AREAS • FRAME OVER LUU J)111 - 2x6 RAFTERS • 24'oc UNO CJ Q ❑. Z 0 FOUND AT(GIN: GALVANIZED METAL FLASHING TO BE INSTALLED BETIUEEN CONCRETE SLAB, AND WOOD MATERIAL AT EXTERIOR PORCHES AND LANDINGS TO RIM JOIST 2. CONCRETE PIER PADS SHOULD PROJECT AT LEAST 6' ABOVE GROUND UNLESS PRESSURE TREATED MATERIALS ARE USED SECTIONS: I N T ' SU A ION . /ALL EXPOSED �, _ I. , HATERAILS INCLUDING FACING In SUCH AS vAPoR. S OR RAPER WEATHERED F' PE 1-1Ol1LD 1-i.e WE FLAME sPEAD i91 btvELnP@D T4At $i -10114 ON 25/.450 OR LESS. U- O z 0 FEB 0 3 1999 n7 ^fJ!cl t','Uli_D ,At "1310 ' ( �S net 7 L5c RECEIVED OF TUKWILA - Wa,ut,e- E4 - I1Ictdc: .t - , I✓ NUV ' 1956 114 F DM 131 '4°(S _ PERMIT CENTER COPYRIGHT© CITY OF TLIQ1'IL, APPROVED J W lL cc 0 J C) 0 W CRANE DE91ON INC RESERVES AU. LEGAL SONTI TO MATERIAL OR THIS SHEET — SIIRJECT TO CRIMINAL PROSECUTION 4. ''',125 CR 7' 7. 5',.L5 • . b' CC • 300 1NO E F20' UCGG 'C C. A ▪ .UC'ST , SILL PLATE - 'S00' CAPAC'TT STRAP - CLDC.✓IS • 51111' UNC IEEE °_ :.NS ._ Co v.01I046 • '.C'E3 A,.L STRAP 'IOLDCV -S 9 „A, L SE Ir.9t ALLEG PER I JALFAC TJRER SPECIFICATIONS INCLUDING CORNER '.NSTALLATION 111.0 HoL,DCUN9 CAN BE USED AT EACH CORNER TO I'EET THE REQUIRED LOAD 2 ALTERNATE TYPES Cr APRC./ED HCLDO,IN5 CAN EE J5ED IN PLACE OF STRAP HOLCC,U+S SJBMI DETAH S FOR - •.IE I1 T APPIWVA-L ( PA1�iEL AT FLOOR OVER CRAWL SPACE I I t.�J _ e I L M!Ig "tti r— M ` 1 ALT. BRACED WALL PANEL (PRESCRIPT PROVISION4y FOR It 2 STORY IUILDINc 4 131(,.11,3) 7•4 TCP PLATE HEADER IJCTLr' ran 1 STORY STRUCTURE. IlU THE PIR er 4'*' or ••., 2 STOP'' I LALHMAWEL ,WALL 13E 'SHEATHED GN EA. FACE 241 Ai4C-1t AOL.'1* PER P 4EL PL4.c.r owe- • IMTH PIN W'T , 6)' GOWN P*MICG►IPI.IPT' aw P• HALL No1' ::r0k4,I00i11.4&N,b•0O arg'•. - - -- 7 • 7„ 51(1015 NAIL. SHEATHING TO EACH STUD Ed HAILS PER TA.ELE 27.1.0 I n 1 EAR CO14T Top 5 13001 APA RATED SHE41011044, 3/5' 11111 2 2114 BLOCKIIK, AT ANT PLYWOOD JOINT Nf74I '22 cm EGAJAL, 7 APPROVED HOOKED •END WOOD TO CONCRETE CONNECTORS umH 1800' CAPACITY (MIN) 7 7• PLATES • NAIL SlIEATu01; 10 EACH PLATE (3). " l ' D, P.D. - 1:1- E''1 DEL'• LEI I(' QUARTER rbnlT - 5,J. �r , Jl.• M.( HCS- S ovE" e !1C'LS ALL STRAP IIOLDOU.NS SHALL SE INSTALLED PER I"+.:; r.IF ACTURER5 SPECIFICATIONS. INCLUDING CORNER INSTALLATION TU HOLDCTLNS CAN BE USED AT EACH CORNER TO MEE I THE REQUIRE. ": LOAD 7 ALTERNATE TYPES OF APPROVED HOLDOILNS CAN SE 13501 IN PLACE OF STRAP HOLDOU.NS SUBYIIT DETAILS FOR P-.- LTLICTY A PPIZ.^ /AL_ -0M7 4. POETS CR r 7 7. STUDS • r 24' OC PLT WOOD W/ Hd NAILS •3' CC. AT (x'(ICL ECYoES f0-A W' 2 1 )2 "Dr. I II, 3500' CAPACITT' FLOOR TIE AICNCRS 5,0' DIA .15 " AB 0I! ^ /I. I ' : I • 12' Is PLATES - 24 P T SILL PLATE I-1TT'- ..1022 Grz. SSPLIAI_ 3500 CAPACITT STRAP 1-IOLDOILN5 fi NOTE, FOR USE IN GARAGE END WALLS AS SHOWS. IF A FLOOR INTERVENES BETWEEN FOUNDATION AND BRACED PANEL, THE PLYWOOD SHALL OVERLAP THE RIM JOIST AND SILL PLATE PROVIDE HOLDOWS, BOLTS AND PLYWOOD NAILING AS SHOWN. IF USED ABOVE PONY WALL USE DETAIL 01. ETAIL RlNM,h LATERAL. RESTRAINT RAWL) P Ii 7.4 TOP PL ATE 11 E; DER N.111 SHEATHING TO HEADER AT 3' CC. BW 2 - 7, STUDS NAIL 514EATN, NG TO ACH STUD Lid MAILS AT 3' OC ALL PLATES L IE .ICERS I STUDS AF' -) (SATED SHEATHING 3 I3' 1 1111 24'C EXP. 1 - - 1 - 7,4 BLOCKING AT ANY PO WOOD JOINT 1 -427A:410 , 22. 414E. E6tUA -L_ - - -- APPROVED HOOKED -END WOOD TO CONCRETE CONNECTORS WITH 3500• CAPACITY (MIN) -- 3 • 7. PLATES - NAIL SHEATHNG TO EACH PLATE fly cc 1 103 - -. ]'I . T I (111- I1 I ! , 4 (two f ,) Ei ,el 1 I , 1 I 0 II,. ", e4 L - e l (o'el TA , I F . Ii ,,, le„ 7oo 1I I t e:•1 (,n.cI III . I Ii c, Irn .,, .. , , , .II (I I,,,.) - E I`. III P11A( PITIFI.SI'IIF III'I - ANEL AT FLOOR OVER PONY W,41.- AT CORNER IQ' DI4 AB • 1' IMBEDMENT '.' " CONTINUOUS FOOTING OR SLAB EDGE 6J l l o e (edge,) Ito a (Pe]dl 1 11I n, or ,. eU I 11,1,7 J 1 d ill oor I , I 0c thtem (. ,. 011 11,1 e FI •;5, 11 6,10 c (c,lgn) 12'a c Oda), _ - 111II „g IT eI6 o (' -Ige ) I1” o < (Tel .I) Illockl „g 1e,1„I„3 , .11 5,1w I ,n,ro, bo1„ p11c,J ,I 3011 0e I loldn_wr,, • 18001/ ,I ,oh p.) I1,'J,ng I - el 6' n e (edge,) 17 n a (r I3) PIo:Lhry ,e e 1 +I 111 ldgn 1 60c1,, l+, Il, pl1<eJ ,I P111, (, 1,,, Ildd n,vm • )11011 a each 4. FOE'S CR 7' 7. 31105 ]. SL.COP NG • PLO WCCD JOINTS TAIL I iIl le, - u ,, e.1 ,,,1l l+e .PI ploo o Ile i n nnnl end lop pule, d +,n l ,nd.o,ed In f „” I -,y nl,n,e II I,,, e I,dtl, nc pr+pen,nadn to I „red ,,,II Ilne,, p Nn1Hn1 wide' md in lh-, „ Id , bl,aJ w,ll [lame!, °HEADER SPLICE (24 NCH LATERAL RESTRAINT P41-eL) - +EACER CITY OF TUCY ILL APPROVR FEB 0 3 i353 TI?TLI) LL 7.4 ' P NAIL SHEATHING TO READER AT 3' OC BW 2 - 74 S "IDS NAIL SHEATHING TC EAC STUD Sd NAILS AT 3' OC ALL PLATES I E -(CEPS I STUDS APA RATED SHEATHING 3 S' SIN 24 0 E>P I 2 - 2.4 SLOCKNG AT ANY PLYWOOD JOINT 14EX44C/22 OR EQUAL— APPROVED HOOKED -END WOOD TO CONCRETE CONNECTORS WITH 7400' CAPACITT (SIN 7 - 7„ PLATES - NAIL SHEATHING TO EACH PLATE ('3)- 44 Do• D - 12 EM CF DY ■•I ,I • JA Ir r CONT'NUCAIS FOOTING OR SLAB EDGE NOTE. FOR USE IN GARAGE ENO v -A._LS AS 5 -319 IF A FLOOR INTERVENES BETUPEN FC'UNDATON ANC BRACED PANEL, TIE PLYWOOD SHALL OVERLAP THE R'T', JOIST AND SILL PLATE PROVIDE HOLDOWS, BOLTS AND P TUKJOC NAILInIC AS SHCUN IF USED ABOVE PONY 11:•11 L USE CE'4'L Y 1 RECEIVED O '1 OF TUKWILA NOa PERMIT CENTER E