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HomeMy WebLinkAboutPermit D99-0039 - Doak Homes - New Single Family Residenced99-0039 4650 south 150th street Doak Homes • City of Tukvvilir Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: Parcel No: 004200 -0218 Address: 4650 S 150 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: V -N Gas /El Units: 001 Setbacks: North: Water: UNKNOWN Wetlands: Contractor License No: IF.CQ,NSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, .APPL'I'CANT IS PROCEEDING AT THEIR OWN RISK. South: .Sewe,r': $:1 opes : Permit Center Authorized Signature: Signature:_ Print Name: DEVELOPMENT PERMIT Start Time: Cut: Start ;Time: No: Private: Permit No: Status: Issued: Expires: _Ei._ ..00a (206) 431-3670 D99 -0039 ISSUED 05/27/1999.' 11/23/1999 Occupancy: DWELLING UBC: 1997 Fire Protection: NONE ast: . .0 West: . .0 ''DOAKHI *092NZ Streams: OCCUPANT DOAK.,.'HOMES 465,0',f , S ,1=50 S.T-, TUKWILA WA ` 981:88 OWNER DOAK HOMES INC 1011' 4:AV SW, ` SEATTLE WA: 98146 CONTRACTOR DOAK HOMES ,,INC . ,11917 4TH AVENUE SEATTLE, WA 98146 CONTACT :DARR:YL DOAK 119`17 4 .,AV SW, . •SEATTLE: WA 98146 *********• k *rid•k' * *7k:< * * * **** * * * *** *k ** 40 k * * * * * * * * * * * * * ** * * *•k * * ***'** * * *114*k *k *** * * * *k * Permit Des,crip CONSTROCTION OF' A NEW.. '274 SQ FT : SINGLE: FAMILY RESIDENCE,, 689 ,S,Q FT _ATTACHED: GARAGE , AND' 20 SQ FT COVERED D ECK;: PUBLIC'WORK ACTIVITIES INCLUDE: STORM.; DRAINAGEANDyACCESS. STORM DRAINAGE CONNECTS TO A ;'DISPERSAL TRENCH LOCATED ON THE ADJACENT LOT TO TH N ORTH . REFER ' TO , :KC,: :RECORDING, # ,9901152239 FOR 'EASEMENT AND. MAINTENANCE AGREEMENT. *•k•k * * *•k * *•k * *'A * *,*********• k*• k******• k*.**** k* ** * *** k.**• k* k** •k * ** * * * * *•k* *•k*•k * * ** *.* 206 246 -6587 206 -246 -6587 Phone: 206 - 246 76587 Construct Valuation: $ 206,242.70 PUBLIC WORKS, PERMITS: . *(Water Meter Permits Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: Flood. Control Zone: 'Hauling: Land Altering: Landscape;,' Irrigation: Moving Oversized Load: Sanitary Side Sewer: Sewer Main Extens Storm Drainage: Street Use: Water Main Extension: Private: Public: k********* * ** * * *•k *•k * ** *•k * * *•k * * * * * * * ** k****************** * * * * * * ** * * * * * * ***•k * **•k ** * *•k* TOTAL DEVELOPMENT PERMIT FEES: $ 2,682.87 *****************************• k**'********* k******** k******• k *k * **k * **•k****k * *•kk•k * No: Listed Separate) Eng. Appr: Size .00 En:d:,Time: Fill: End Time: Public: Dater 2 — /(f I hereby certify that I have read and examined this permit and know the to be true and correct. All provisions of law and ordinances governing work will be complied with, whether specified herein or not. same this The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development py - mit. 335 Date: 5 /7-fil 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. • Address Suite Tenant Status: I SSUED Type GEVPERM Appli 02/0571999. Far gel.::# 004200 ©216 Issued 05/27( k°k *, -k'*-k k' k*'** *-kk :'k�k *' *'k**•k�k'k*'k*•k'k A-k•k'k•k **'* k * *k-k k*•k'k k*•k.'k'k *•k'k* * ** ** A *'A A k 'A *'k:k'k erniit. ond • Citions 1 Nei changes:wi 'be .10 to the plans unless d b approved y .the Engin and : the :,Tu °wil Bu r 1.....rlu Di9 Sion 2 Plumbing perOts .'shaft bgob:ta',i, we70rt r; "oilgh the Seattle i inq: County Departme,n.t.;a1 ; :ki u.b l i t :Health : 11. be inspected: by th agene y 1 01.1;6 udi all 0'57 00.,..0 ( 296 4722 ✓ zApk f s !' 1 fY t,) :A Jitt i f k L E. l egtrical`perniits,i$�1a1t1 be ab'tainea,thrcu e:the MateD l v i loh ,of{ Liiior -and I ndus I ndustri es a � 01,10',6 1 y4 � .� � .� t om. r , d _ e o , work w_i 1,1 } fie j.ri ,pe fed: by that' agency s(248 600. .. ,• A l l m e.4 a.r ica1 wor shal b,e-- under separate permi the Ci Ttkwila, • Al 1 pe°mi is inspe ,atiori; rer or t ds,r a d approved pla shat ava�lab�le- at the, .lab si °te``p`r,iar to the start oflan con- 'S.truc ion. Tile °dt cemen a re. "to b mai.ntain c'1''Ja .ablee`^runt'i`l "'final inspection : ° a'pproval, is granted ` Ariy xpoe iri;sulation;'back # ing material shall have af=lame S;p e to Rating. of 25 or 'less`,, and ma_ter s hall bear ident:i f :iGat'ion showing the 4 perforManc:e rating `thereof i- - Al i }con fir action t.ci, be a oriea, i confo manr,e• with approved plans nd ,r etluii enletit of the Un,iforan Bui lding Code ;,(1 9 itl� 97TM,y :Ed`nn1,, s "a' d '. Code ( 1997 .Ed.itio a nd;' astyin'gtan 'Stat e/Energy "Code (1997. -.Edition) < Not,ify th4e:`eCi'.ty of' `•Titkwi to Bu i l, •Di iron, prior to ? ! pla i� "rig a i cones ete. This procedure is "in addition ,to an. ree�t�ir,ene is for spec ial inspect Va�l ydi:'ty of ,Permit. The issuance Of a per or ;approva p1ana`T .r sp °e'6ifications, and computations stial.l: not: be con - strue' •,to be a permit for or ar approval j ' v iolat' of tany� oi. the pX ovi:Sions of th'e -.bui 1 di`ng' cbde or „..o ariv� 't other ordinance e,, of th uri sd i et ion No ..permit presuming- to ,give authority f ' to,.violate cancel the • ✓ provisions” of,:'this :code .shall' be„ valid . • 10. There shall be' rio occupancy "of the kilti_1di unt i 1 ;,=the final inspection has been coritpl;eted `!b■. the Tut wi l: ;,Building Inspector. 11. VENTILATION IS REOUIRED;FOR•..ALL NEW ROOMS SPACE. OF NEW OR EXISTING BUILDINGS IN.;.:;GONFORMANCE ; ,W:TW THE UNIFORM BUILDING CODE AND THE WA'SHINGTON'STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51 -13 WAC. 1 2 . Contractor shall notify P u b l i c Works Utility Inspector at 206 -433 -0179 of commencement' and completion of work at least 24 hours in advance. 13,. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off - site or into existing storm drainage facilities 14. 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. Wort: affecting traffic flows shall he closely coordinated with thP City Utilities Instector. Traffic C.:ontrolPlans Projec am Rena t: I OAK, filw' 10 ( - . Value of Construction -' /ged/ ova 1 Site Address Cit el Sta ip: L 16r. s � mot . . Tokwila, Tax Parcel Number: 119 0izo©- -0 P Pro Owner: oAK \ , 10 ,,,s t.JC Phone: � 6 - 2_46 - L5 , Street Address: S - + t J t � city State Z -/ q � Ave- S W �G�`t k Fax #: 206- Zy h- G 5 7 Coptr�ctgl•, �AK Phone: �G _ Zy S8' 7 Street Address: tty S te/ ip: I(q ii 1-1 1 4 Ave 5t..0 Sfr t`c. WG� t5f`I Fax #: 206 - Z 6 Arch_'t9ct: pp-td e )c°S /yi, /hie- , Phone: 2-06'. -2 9/ ko Street Address: City State /Zip: / z-/ 9 r 1 S / /114.- c 474,1 , v e SG k,,'A / ,cv. 9 f?'Ir Fax #: a 06 94'9 - o.— 8,6 En - — /�.C Ciywr - E,1/9/ eer pi4/vQ S',c.-1ie9,- / /,'c Phone: 924 Y3 /o "3 7. St et Address: . / Ofty State /Zip: 0, 304 Ge4n4NV te)/) , 9fs? ' 2 5 - 76 ' Fax #: Co a rsop y Pho _ 2 �6. 6S S pity &ak/ Fax #: rte At,e 30 o Description of work o be done: I` ►r l S e— Type of work: ,i New Single - Family Residence ❑ Addition - Single- Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure" ❑ Remodel /Addition to Accessory Structure in Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: ,I Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: 0 sq. ft. Dwelling 0 sq. ft. Covered Deck(s) b sq. ft. Garage /Carport O sq. ft. Accessory Structure(s) O sq. ft. Uncovered Deck Proposed New Square Footage: 22 7 z/ sq. ft. Dwelling 2 C> sq. ft. Covered Deck(s) 6 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) 01.2 3 9 For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling " Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Single - Family Residential Permit Application CITY OF TUI',VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 STAFF USE ONLY 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 •REQUESTTOR PUBLIC WORKS SITE/CIVILPLAN.REVIEW OF THE FOLLOWING;: .(Additional reviews shall be determined by, the Public. Worksbepartment) in Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut ❑ Moving an Oversized Load: Start Time: ❑ Sanitary Side Sewer ft: rr Storm Drainage ❑ Street Use Water Meter /Permanent it .2_ Size(s): ❑ Water Meter Temp # Size(s): End Time: Size(s): cubic yds. 0 Fill cubic yds. ❑ Sewer Main Extension Rt Private 0 Public ❑ Water Main Extension 0 Private 0 Public ' / Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: 2 -0 Date application expires: 8 Applic on taken by: (initials) ii PLEASE SIGN BACK OF APPLICATION FORM Srl'ERMIT.DOC 2/13/97 • BUILDING 0 ' ER O AUT R /ZE AGENT: Signature: ( Oe Z It Phone Date: /_ L —7, y `_ 6 ,, 7 f VFax #: (,/6 6 5 _ 8 , 7 Print name: Address: //?/ 7 _ /9 ae .57C, City tei , �J� `y‘. ALL SINGLE - FAMILY RESIDENT ' L PERMIT APPLICATIONS MUST B UBMITTED WITH THE FOLW ' VMJG: DRAWINGS PREPARED Erik: REGISTERED ARCHITECT OR PRCIFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ 0r Copy of recorded Legal Description from King County ❑ 0 Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ 0 Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. 0 ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) 0� Cl King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: Cl ❑ 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 ❑ Cl Floor plan El ❑ Roof plan ❑ El Building elevations (all views) ❑ ❑ Building height ❑ Cl 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. SFPERMIT.DOC 2/13/97 '- • TEA �Jf; Vc t" i3lr ,•t v■fvf,4:yyt �.1. . - :x1 : :. •� -C-$1 A * *A* k,A * *kA *0**** * *Atti4lhA *kr *10. ** * * * ** * ***“A * * *+l *A KWIC A, WA TRANSMIT r**" *, *tkk *k** *.k1k *kA *4 **. ***A*, 4 *•kA *A' ** *** ** * *A* . *k *..: • RAN6M17 plumber : R9800073 " Amourit• 1,6.4.7 45 05/27/99 15:01 ayment Method: CHI.CI(: Notation: DARRYL DO KS In.ite.CAS Permit 'No: D99 003'3 .Type: .I)E:VPEIUI DEVELOPMENT PERMIT 4' tar'c e l No: 0 0 42 00-0218 S i t e 'Address: 4650 5 150: ST Ac coun.t:Code 000/345.880 .00 000/' 000'J4 0 000/386 .904 000/342,400' 412/3:42,400 Tatal r'ees: 2 'This, s P yment 1., 647.45 Total AC.L .Pmt's . • '.',6132'.'87 Hal arice: 0.0 . ' * *' * * *, * * * * ** * *,' * */ l * *:* * *4 * *' *4' * * * *4a **a, A # * *'A*:' * * * ** *�i` * ** Description PLAN, CHECK -: N0P1RES :. 'BUILDING. : ,RES PLAN CHECK RES PLAIN CHECK . UTZLIT;Y STATE BUILDIHG.8URCHAROE INSP 176. 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" • . . 0227 02/08 9717 TOTAL 1035.42 1 Pr o f t i `e N ips Type of In;pie1tp Ac An 5. f 9T f In Date cal ed: ` Special instructions: /Z•. 071_1 Me lt , Date wantej4 G 8 00 a.m. p.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Date: t (206)431 -3670 PERMIT N $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: Doa florrnes Type of Inspection: 174) Find! Address: : 4 5 0 S 150 +h St Date called: d 2- 7- 00 Special instructions: Date wanted: 2-7-00 a �� .m �� Requester: �..J D anyI Doak Phone: 2416-G58-7 ;Cc ( 5D INSPECTION RECORD Retain a copy with permit INSPECTION NO. 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. COMMENTS: ij 7/a) .c We-t" 7-17/0 it +� . QA.Atefi ( Pert' ID $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. Receipt No: Date: COMMENTS: Type of \ Address: , 04 L-1U50 5, 1 __A Special instructions: (Y i) �� - t06 -7 pte ' CCt11 v) .1. \\.v . y cr -It CoUir Date wanted:-_--1, . :v cJv`-^ -' P.m. Re que ster: - act Phr oclu s / / t f-(4 4?7 6,47 ,41 , 7 0 C" (iii Ua C /CI oitk S ,4 Ui,e -e— Project: / " owe., I _� 1_.,a(;Xa "W Type of \ Address: , Date called: � D-- L-1U50 5, 1 __A Special instructions: (Y i) �� - t06 -7 pte ' CCt11 v) .1. \\.v . y cr -It CoUir Date wanted:-_--1, . :v cJv`-^ -' P.m. Re que ster: - act Phr oclu s • INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 Inspecto / Datg: U PERMIT NO.:: (206)431-3670.-:::.. -.• Appro ed per applicable codes. Corrections required prior to approval. 7/0.) El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: P • Ty f nppec 'r A pr v .. 0 S.1 -'' Date c Il ff � d �� 1 Special instructions: Dat iv n i a.m P.m. Re 1� P f 69 - Paoae� Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431 -3670. Corrections required prior t� appro Jal. COMMENTS: !, Date / $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. 'e : OF TUKWILA BUILDING DIVISION OO South Blvd, #100, Tukwila, WA 98188 \ (206)431 -3670 :Approved per applicable codes. Corrections required prior to appr al. COMMENTS: Datp: / / $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: P ` 1 We70[!f T e of Insp • w,.7 / c.Fr� Ad r 5 1, Date called: # / /qi S ecia instruc ions: f Date wanted: /1/ /,Iq a.m. Yl r (p. Requester: 7bI Mal - e INSPECTION RECORD Retain 'a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 ap proved per applicable codes. Q Corrections required prior to approval. COMMENTS: g4f-c7 /C/ /G, Inspect ,..te Ei $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: rLr INSPECTION RECORD Retain a copy with permit INSPECTION 4 NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Addressi CO ENTS: C Approved per applicable codes. U Corrections required prior to approval. Inspector: $474 SPECTION FE f EQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd„ uite 100. Call to schedule reinspection. Receipt No: Date: Pr a Z Ty fInction: ri ad Add ess: f Dat called: 17 Special instructions:. Date wanted: /0 r / a. f' p.m. Requester: ( Ig . o � +, Phone// N , 2 gg. INSPECTION NO. Approved per applicable codes. INSPECTION RECORD a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188, PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Date: / 7J ( f,_ Ej $47.(1DRtINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: pmtj 4 mermes e Tyig:of Inspection:6,, /. , // 4 1 z 5, .... 3 . f . Date called: Special instructions: P Date wanted: 47 iiTz-11ale'' Requester: A 9 22 / INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 fl Approved per applicable codes. 54 ... Corrections required prior to approval. $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: Project: p 6 4 I 6..,.....‘. Type of Ins. - 'on: Ala . a ,Addres , 0 5 /5) ir7 sate called: DI Special instructions: • 4 Date wanted: Q' 2.0 97 VD p.m. Requester: a 4 Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO , PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6340 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable c des. ..11 required prior to approval. COMMENTS: ..• Ael-frcrs ficrr QTX.- ilAce 7v 417s eit/ psze-eie /go czc Z11/, * gevt 13e 447( Date9 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspec ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: eil■: • s. • ' • - , • A 1.C,:n■ri.: , Pro ��'}� // ".i/r1� Typp of Inspection: �-^' &er-Me(e91 8194;A. Address:— Dat ©ailed: Special instructions:: Date w led::/� 9 7L a.m. p.m. Requ ster: l Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 roved per applicable codes. El Corrections required prior to approval. COMMENTS: - 77ccy( <5 /`,'" 6744467?4, $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: f µ' Date: Project: App / _deo ._ 9..#4 Type . 1 pe ion:, ANIM A "*.4 . 4 Address. called: • Special instructions: .„.. Date wanted: a.m. p.m. Requestef: Phone: L tpoxe - 79-_( COMMENTS:. t&o etil,..pei p,49-4(6-e- 5 pietirt &VS Afo,s • Approved per applicable codes. , r INSPECTION RECORD Retain a copy with permit E ON N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 PERMIT NO. (206)431-3670 rections required prior to approval. EINSPECTION FEE REQUIRED. Prior to inspec on, fe must be paid at 6300 Soutlicenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: aa 6.4 4 11 . 1 Type of Inspection: 44 61 Date called (;. Special instructions: Date wanted: "L- e Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 - 3670 COMMENTS: ) (se -4-31 LS se 9 C :; (' # 5 //, . "2., E --. r 7 , S 3 t e_ /l5 l � Approved per applicable codes. Corrections required prior to approval. ... _.1.4 ,:i L 0 $47.00 REINSPECT! / FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1 Project: k... J l It Ai Type of Ins ion: (L c Date called: . Special i uctions: Date wanted: q a.m. . . Requester ( i Phone:q q ..... tah5: (206) PERMIT NO. Approved per applicable codes. El Corrections required prior to approval. COM ENTS: • $47.00 REINSPECTION FEE QUIRED. Prior to inspection, fee must 'e paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date; Wth ;j , ce A ttAtt 'ect: a 1 t T T d e .0 5 5 /6 s 1 11 ate :fled: s / f Special instructions: OM Date wanted: ,gn 1 frp 6 ,..a.iR. Requester: PhoneCli 8 87 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF 111KWILA BUILDING DIVISION -0039 PERMIT NO. () • " t 6300 Southcenter Blvd #100, Tukwila, WA 981884' (206)431-3670 proved per applicable cOes. El Corrections required prior to approval. COMMENTS:, 49 4 ZeSS 4-bD pv-v,46m Pez."64-Af CA v?frLs $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: ' LI • . .1,, • Lia . - Project: Doak< Homes T yp e; o f Inspectio .ra $ ° Address: . 4150 S 1500, S t called: b — 189 9 Special instructions: j , Date wan d: 6'21" (fin 1�1 1-37.-„,'? Req ter: ar y • u IA:::, Ph ne: 9 6 9 _ 2 . 2 . 8 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF. TUKWILA BUILDING DIVISION 6300 Southcenter B vd, #100, Tukwila, WA 98188 PER. IT NO: ?. S. • 206)431=3670 C COMMENTS: I , itga An to { ,jE ' F turck al Fools-,-- C�finw kt . -Foci '1 I v oL.11A tiud4.L.1 .. Cal-AA tk iLd 6:1 tv co) *‘ Inspector: , Date: x '/5-5 Approved per applicable codes. Corrections required prior to approval. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • Project: Type of Inspection: Address: 50 • I 5 Date called: / L/ / , 5' Special instructions: % v- t4-- Date wanted: a.m. 7 • P.m. Requester ) kial" Phone: COMMENTS: - INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-36 Approved per applicable codes. Corre tions required prior to approval. Inspector: Da Ni 511 { $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: 1 ao k Type of Inspection: L 1 .sy Address. Loco S / Date called: f y Special instructions: r Y ` ■ Date wanted: / Requester: ph 76 2 //�� � '] Cif/ 7 2 7 { !/ .ai INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 proved per applicable codes. PERMIT NO. e r (206)431 -3670 Corrections required prior to approval. COMMENTS: 0 $47.00 REINSPECTION FEE REQUIRED, Prior to inspe on, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: c�u Project: / Project: f �l/lt� Type of Insp /' n: ai i /J Addre 5: ate called: Special instructions: y r `.` ; rte_ (/(, Date wanted; �- ogy, i Requester: Phone: 'INSPECTION RECORD Retain a - copy with permit INSPECTION NO ITY:OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Gt�r�rfi� / v /A 4 $47.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must Ge paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: :Project: I Type of Ins t't Addr I) te Date called: t / Special instructions: b 1" ° 1 4-e .. Date wanted: 4'/ /0 . ,! 'z, Requeste ( p r y 1 a � P hone: _ a , INSPECTION RECORD Retain a copy with permit INSPEC11ON NO. / ITY;OF TUKWILA BUILDING DIVISION 3 00 Southcenter Blvd, #1Q0, Tukwila, WA 981 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Approved per applicable codes. $4 .. INSPECTION ir Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4`",:'1; ' 11. Y' 4 •r� �r �lr A ; ti ; * 4,r.,4 •t ; 1 4 " 7. 41 ' . Sb `•I., 1 P roject'. Name Address L( City of Tukwvila Fire Department Needs shift inspection T.URWILA DEPARTMENT :FINAL APPROVAL FORM 50 C. 15 & tM� Retain current inspection schedule Approved without correction notice Approved with correction notice issued Permit No. John W. Rants, Mayor Thomas P. Keefe, Fire . Chief Suite # "INALAPP.FRM NMI Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: ,;(;":40 31C) Authorized Signature 3 (t 6 Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575.4439 P.O. BOX 2596 WOODINVILLE, WA 98072.2596 Alliant Engineering and Land Surveying, 'Inc. Project Number 98019 October 30, 1998 sURFACE WATER DRAINAGE REPOR for DOAK RESIDENCE Approximate Site Address: 4650 S. 159 prepared for Doak Homes, Inc. 11917 .4 Ave. SW Seattle, WA 98146 (206) 246 -6587 r EXPIREs 10/099 t I • .. •• • • • • , . . .,, , , . • .... • • . , j4ST I1■10:DRAINAGE:CONDITIONS: . . •,..: . ' .... :,•,, . .. ....:;.'•••:,',.,:•',:,... ,-•.--:„.;,;', . 's : :,.::. f''' ., ' , ,.. :.... 1'.1:....:' , :. .....' .,..:',„...'.','.::.-:::',. ;''' 7 ''', '''',., „ , e • •."...„' ■. ,. . . , ' ,. .. • , „• " ,,,- ... ,. ' , • .,..,., ,.,...•%.„. ,..,, subject property's property s vegetation ,Ip'.an.existingi:lawri., , pre-developed :site conditions and drain calculation: are i attached in Appendix A. ' ' ',.No,:concentrated', surface enters die .,.,...,, i ds. thenOrtheiti•and:,:easternproperty, bOundatieS.' ,'.',.:•••, .-.•.;''.:-,...-:',,'--,..,:'''',...,','''.:'',":,....,'-:,...:::,',',.':',,:,'.:•,;!,::,'::;,• — .... , ,,, •,.._...„. ,,...,. ••. ...• ..• • ..., •• . ,, , . „. ,,...........•, ,,,... v.. .., POSED DRAINAGE. CONDITIONS iiktsT . , „... existing drainage pattern on the property will not be altered by proposed development. The rface •water :runoff .frorri • the roofs and driVeWay'.will be directed to the storm drain system and spersedinifiltratedin.a Plow Dispersal Trench. ..-• : . . . 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.. • " • „ ?•," AND "-RETENTION/DETEN'I'ION ANALYSIS AND DESIG • 'I'EN'IlONMETENTION SYSTEM e pm-developed runoff from a 100 year storm is calculated as 0.28 cfs. e post-developed runoff from a 100 year storm is calculated as 0.43 cfs. Th e 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 Disper Trench to provide some infiltration and dispersion as sheet flow. ROLOGIC ANALYSIS e storm water runoff was determine using the SBUH for the existing and proposed developed lions. The calculations are given within the Appendix and are summarized at the end of this section: • - " • • • • • " • : .•• • •,; • , • • • • . • " e conveyance systems consists of a 12 inch PVC pipe sloping 3.57% between CB#1 and C B#2 and r°° d Nvnspo u t drains with 4 inch PVC piping sloping 2.0% min. The 100 flow the site was calculated at 0.43 cfs. The 12 inch PVC pipe was arialy using Manninggs equation and found to be adequate. NO. 7 - ENERGY DISSIPATORS • Maintenance Component External: Rock Pad Internal: manhole/chamber • Defect 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 Detects KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL Conditions When Maintenance Is Heeded See 'Catch Basins" Standard No. 5 Structum dissipating flow deteriorates to 1/2 or original size or any concentrated worn spot exceeding one square foot which would make structure unsound. Only one layer of rock exists above native Replace rocks to design standard. soil In area five square feet or larger, or any exposure of native soil. Accumulated sediment that exceeds 20% Pipe cleaned/flushed so that it matches of the design depth. design. Visual evidence of water discharging at Trench must be redesigned or rebuilt to concentrated points along trench (normal standard. condition is a 'sheet flow" of water along trench). intent is to prevent erosion damage. Over 1/2 of perforations In pipe are Clean or replace perforated pipe. 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 No danger of landslides. potential of causing landslide problems. A Results Expected When Maintenance Is Performed Facility must be rebuilt or redesigned to standards. • See "Catch Basins" Standard No. 5 Replace structure to design standards. 1/90 General KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL NO. 5 - CATCH BASINS Maintenance Component Trash & Debris (Includes Sediment) Structural Damage to Frame and /or Top Slab Cracks in Basin Walls /Bottom Settlement/ • Misalignment Fire Hazard Vegetation Pollution Defect 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. Corner 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 all 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 particles 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 stab. Basin replaced or repaired 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 S KING COUNTY, WASHINGTON, SURFACE. WATER DESIGN M ANUA,L Damaged or Missing Conditions When Maintenance Is Needed Cover is missing or only partially In place. My open catch basin requires maintenance. • Mechanism cannot be opened by one maintenance person with proper tools. Bolts Into frame have Tess than 1/2 inch of thread. One maintenance person cannot remove lid after applying 80 lbs. 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 20% of grate surface. Grate missing or broken member(s) of the grate. Catch basin cover Is closed. Mechanism opens with proper tools. Ladder meets design standards and allows maintenance person safe access. Grate openings meet design standards. Grate free of trash and debris. A.6 1/90 ' COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL Pipes Maintenance Component NO. 10 -CONVEYANCE SYSTEMS (Pipes & Ditches) Catch Basins Debris Barriers (e.g., Trash Rack) 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 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 See 'Debris Barriers Standard No. 6 All 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 1/9 KI :WASHING.TON, SURFACE WATER DESIGN MANUAL Trees and Shrubs Weeds growing In more than 20% of the landscaped area (trees and shrubs My presence presence of poison ivy or other • poisonous Vegetation. ' Paper, can, bottles, totalling more than 1 cubic foot within a landscaped area (trees and shrubs only) of 1,000 square feet. ape ',Limbo 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: Condltlons When Maintenance Is Needed . 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. supported or are leaning over, causing supported; remove any dead or diseased exposure of the roots: trees; Trees or shrubs which are not adequately Tree or shrub In plea and adequately A42 General Road Surface Maintenance Shoulders and Ditches Defect Trash and Debris Blocked Roadway Settlement, Potholes, Mush Spots, Ruts Vegetation In Road Surface Erosion Damage Weeds and Brush 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 garhage can. Debris which could damage vehicle tires (glass or metal). Any obstructions which reduce clearance above road surface to less than 14 feet. Any obstructions restricting the aooess to a 10- to 12-foot width for a distanoe 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 aooess. 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 within 1 foot of the roadway more than 8 nches wide and 6 inches deep. • Weeds and brush exceed 18 Inches In height or hinder maintenance access. A 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 •Mono* 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. 1/90 maps plans and details 20' PRIVATE x DRAINAGE EASEMENT _El _1_ 1-- EROSION / .qi • 20' PRIVATE DRAINAGE EASEMENT r .. CONNECT ROOF t FOOTING DRAIN! TO THE SON TRENCH _EXIS 11NG . SURFACE': • 4. PRIVATE 3.5 CRUSHED SURFACING TOP COURSE 00Th SIDES) NOTES: 1. ROAD GRADES SHALL BE NOT LESS THAN 0.50% OR MORE THAN 10.0 %. 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. O O 0 0 12" MIN 0 O 8° ° c ° 0 • ° 0 O 0O 0 0 0t 0 Q 0p 00 O O C0 0 00 C 0►., 4 O0 i p pl \012" MIN. n 0 _ i 0 0 lob 0 UP 00� 00 0 0 0 6" P 0 O 0 LAID LEVEL O 0 0 0 0 0 0 O 0 0 0 0 0 0 END CAP OR PLUG 2 "x12" PRESSURE TREATED GRADE BOARD 4 "x4" PRESSURE TREATED POST 6" PERF. PIPE LAID FLAT WITH HOLES UP CLEAN OUT WYE ON PIPE AT BENDS AND END FILTER FABRIC FLO`J DESPERSAL TREK 4H 50' MINIMUM 2 "x12" GRADE BOARD PLAN VIEW SCALE 1 "■ 1' 12" SECTION X -X SCALE 1 "01' X X 1 SAND 4 2O % MAX 3/4 " -1.5" WASHED ROCK TYPE 1 CATCH BASIN WITH SOLID LOCKING COVER 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). /7 NOTES: FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 6' MAX. 2 "x2" BY 14 GA. WIRE FABRIC OR EQUIVALENT E BURY BOTTOM OF FILTER MATERIAL IN 8'x12" TRENCH 1 2'0" 5'0" 2'6" 2 "x4" WOOD POSTS, STANDARD OR BETTER OR EQUAL ALTERNATE STEEL FENCE POSTS NOT TO SCALE 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. B" MIN 2 "x4" WOOD POST ALT: STEEL FENCE POSTS 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 -DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 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 EUMINATED. 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. SILT FENCE DETAIL ' — ENERAL 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. 2 EROSION /SEDIMENTATION LJNTROL NOTES - 1) THE IMPLEMENTATION OF THIS ESC PLAN AND THE 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 3/MAR, 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. 76 3 appendix area (acres) curve number description 0.44 86 Lawn 0.44 Pervious Subtotal 0 89 Gravel road Q 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 SOUTH 150TH < STREET :. Quick TR-55 Ver.5.46 S/N: Executed: 17:10:55 10-28-1998 Distribution file: KC24HR .RDT Description: KING COUNTY 24 HR. RAINFALL DISTRIBUTION Time increm.(dt): 10 (minutes) Area: CN: S: 0.2S: * ***************** - pft.e.-._ DE:v. / \fit. SANTA BARBARA URBAN HYDROGRAPH METHOD DOAK HOMES, INC. PRE-DEVELOPED CONDITION Frequency: 100 years Rainfall: 3.98 inches (total rainfall for duration) Input file: PRE.SBH ************************************ Total area: Tc: PERVIOUS AREA 0.440 acres 86 1.6279 0.3256 Cumulative Pervious Runoff 2.5282 inches 4,038 cu-ft 0.440 acres 10.8 minutes Area: CN: S: 0.2S: IMPERVIOUS AREA 0.000 acres 98 0.2041 0.0408 Cumulative Impervious Runoff 0.0000 inches 0 cu-ft Total Volume under computed hydrograph: 4,038 cu.ft. 4 3 SUMMARY OF PEAK DISCHARGE **************** Output Hydrograph: 100PRE.HYD Tp: 480.0 min Qpeak: 0.3 cfs Version: 5.20 » »> HYDROGRAPH PRINTOUT « «< 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 35 0.03 0.04 0.04 0.04 0.05 0.05 0.06 a hr l< 420.01 0.07 0.07 0.09 0.10 0.15 0.25 (0.287' 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 0.04 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) . "n" Value Slope 2 yr. Precip. Length Travel Time Sheet Flow (asphalt) 0.011 2.00% 2 10 0.24 SOIL TYPE Soil Group: Alderwoodood Series Hydrologic Group: C Time of Concentration,Tc "k" Value Slope Velocity Length Travel Time Gutter flow along 186th 27 1.00% 2.7 150 0.93 Tc = 1.16 Areas and Curve Numbers POST - DEVELOPED CONDITION Curve Numbers for Post - Developed Condition CN for Pervious Area = 86 CN for Impervious Area = ((0.13`98) +(0.03 = 96.3 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 A3b PRIVATE \INAGE EASEMENT 1 • r _t. CONNECT ROOF & FOOTING DRAINS TO THE DISPERSION TRENCH / PROPOSED RESIDENCE 2102 SF ROOF AREA ° CRAWL SPACE ELEV. = 95.5 7 59 SF WAL /� r 118 SF GRAVEL SLOPE PRIVATE ROA T 1.0% TOWARD C INSTALL DISPERSAL TRENCH PER DETAIL ON PAGE GR ADE BOARD ELEV. = 95.0 75' A A% 4 75.00' 614 SF ASPHALI,- J 0 600 SF GRAVEL i 0 Ln N O CB #2 (TYPE 1) de At 7)/7/ VANED GRATE: 95.00 IE: 92.50 CONSTRUCT PRIVATE ROAD PER ,-nnce ccrTIr KI R —P1 POST D%iELoCb 75' SCALE: 28'-6 S= 3.57% 20' PRIVATE DRAINAGE EASEMENT 2874 SF ASPHALT (PROPOSED) - CB #1 (TYPE 1) VANED GRATE: 96.50 IE: 93.50 w 3 20' PRIVATE DRIVEWAY EASEMENT DRAINAGE DIRECTION ARROW (TYP) i-- R20.0000' 11 R20.0000' B GRAVEL 1" PR OP OSED 0' 2 z 3 > 3 CA 0 r EXISTING GRAVEL SURFACE Quick TR-55 Ver.5.46 S/N: Executed: 11:33:55 10-30-1998 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: Tc: PERVIOUS AREA Area: 0.280 acres CN: 86 S: 1.6279 0.2S: 0.3256 Cumulative Pervious Runoff 2.5282 inches 2,570 cu-ft ***************** 0.440 acres 1.2 minutes 14 — POT Dv. /00 IMPERVIOUS AREA Area: 0.160 acres CN: 96 S: • 0.3842 0.2S: 0.0768 Cumulative Impervious Runoff 3.5534 inches 2,064 cu-ft Total Volume under computed hydrograph: 4,634 cu.ft. SUMMARY OF PEAK DISCHARGE **************** Output Hydrograph: 100PO.HYD Tp: 470.0 min Qpeak: 0,4 cfs ; •;.` '.•••••". . . • Hydrograph Time Minutes 0.00 70.00 140.00 210.00 280.01 350.01 420.01 490.01 560.01 630.01 700.01 770.02 840.02 910.02 980.02 1050.02 1120.02 1190.02 1260.03 1330.03 1400.03 file: A:100P0 0.00 0.00 0.01 0.02 0.03 0.06 0.10 0.14 0.08 0.08 0.07 0.06 0.05 0.05 0.05 0.04 0.04 0.04 0.04 0.04 0.04 0.00 0.00 0.01 0.02 0.04 0.06 0.10 0.13 0.08 0.08 0.07 0.05 0.05 0.05 0.05 0.04 0.04 0.04 0.04 0.04 0.04 10-30-1998 11:40:42 .HYD 0.00 0.00 0.01 0.02 0.04 0.06 0.13 0.11 0.08 0.07 0.07 0.06 0.05 0.05 0.05 0.04 0.04 0.04 0.04 0.04 0.04 0.00 0.00 0.01 0.03 0.04 0.06 0.14 0.13 0.08 0.06 0.07 0.05 0.05 0.05 0.04 0.04 0.04 0.04 0.04 0.04 0.04 • POND-2 Version: 5.20 S/N: Pos 10 » H PRINTOUT ««< 0.00 0.01 0.01 0.03 0.05 0.06 0.24 0.08 0.08 0.07 0.07 0.05 0.05 0.05 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.08 0.07 0.07 0.05 0.05 0.05 0.04 0.04 0.04 0.04 0.04 0.04 0.01 /2- HYDROGRAPH ORDINATES (cfs) Time increment = 10.00 Minutes Time on left represents time for first Q in each row. 0.00 0.00 0.01 0.01 0.02 0.02 0.03 0.03 0.05 0.05 0.07/ C0.43) 0.28 0.08 0.08 0.08 0.07 0.07 0.05 0.05 0.05 0.04 0.04 0.04 0.04 0.04 0.04 0.00 6 KING COUNTY, WASHINGTON, SURFACE W FIGURE 3.5.IC 2 -YEAR 24 -HOUR ISOPLUVIALS ; it try I _ Vi I �. , . Ver6 OIL/ soma\ 0 fat Aglift Airaelrgel wAt \...�4 kVA t T NYVIt\' MI* / N 2 -YEAR 24 -HOUR PRECIPITATION 3.4 0° ISOPLUVIALS OF 2 -YEAR 24 -HOUR TOTAL PRECIPITATION IN INCHES 0 1 2 3 4 5 6 7 0 Mils 1 s 300,000 3.5.1 -8 A7 - TER DESIGN MANUAL 2, DO 3p 1/90 • 3.3 .v 10 -YEAR 24 -HOUR ISOPLUVIALS KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL 2,9 A8 3,2 FIGURE 3.S.1E 2.1 22 24 2.5 2.6 2.7 2 ..8 29 3.0 a, i 3 . of 1041 ,. WOW 11 '9i AwlinfiN. AI jrrAikw as �N11 rr loilkOlf ` ropt _ - 046 `k =Tzt- stvaitigasi I III ' ,Oitt INItitirl irift0--. 011itt 011110, Ai II V4\iik‘ , Rai* ir04, ., lows ..-A iitlikep-Aulifogiiiiiiss. mr,..: „....,,, (Mk oar► -� - -_- 1_1frida 1001.1.... "Mirk Rill ` t r , ,,)�R ,�;.�..R ..l�;� ,,b..,,,.. itc-, j1 ,.., .-- ommafki lip r .rtaf - - ' - 7 444 f° i - pvg 1 .1w4 --....„441v i Am r ALMil lerm ltr Ifni 1,41141 Vintitalefait " W ar 10=YEAR 24 -HOUR PRECIPITATION ISOPLUVIALS OF 10 -YEAR 24 -HOUR TOTAL PRECIPITATION IN INCHES 0 1 2 3 4 5 6 7 8Mll.s 2 3.5.1 -10 fb �(3 "clued 1/90 40 • KING COUNTY, WAS.IINOTON, SURFACE WAT r:' DESIGN MANUAL r • FIGURE 3.5.IF 25 -YEAR 24 -HOUR ISOPLUVIALS 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 8 Miles I • Inn Ann .111111111 lori Nuke vkroArlAr- tb<2 z ( 3.5.1-11 5.5 ss 4.s 1/90 0 1 2 3 4 5 6 7 8 Mlles 11 300,000 • •C:. si KING COUNTY, WA3 SURFACE WATE DESIGN MANUAL • FIGURE 3.5.111 100 -YEAR 24 -HOUR ISOPLUVIALS 100 -YEAR 24 -HOUR PRECIPITATION 3.4 -- ISOPLUVIALS OF 100 -YEAR 24 -HOUR TOTAL PRECIPITATION IN INCHES 3.5.1 -13 3, 98 A Iv 1/90 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 C D 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 42 64 76 81 Wood or forest land: young second growth or brush 55 72 81 86 Orchard: with cover crop 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 86 90 77 85 90 92 Gravel roads and parking lots 76 85 0 91 Dirt roads and parking lots 72 82 - 89 Impervious surfaces, pavement, roofs, etc. 98 98 98 98 Open water bodies: lakes, wetlands, ponds, etc. 100 100 100 • Single Family Residential (2) Dwelling Unit /Gross Acre % Impervious (3) 1.0 DU /GA 15 Separate curve number 1.5 DU /GA 20. shall be selected 2.0 DU /GA 25 for pervious and 2.5 DU /GA 30 impervious portion 3.0 DU /GA 34 of the site or basin 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. S ,, ► � �`" A-1 1 KING COUNTY, Va...,.��SHI SURFACE W(_,. DESIGN MANUAL • TABLE 3.5.2B SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (1) For a more detailed description of agricultural land use curve numbers refer to National Engineering Handbook, Section 4, Hydrology, Chapter 9, August 1972. (2) Assumes roof and driveway runoff is directed into street /storm system. (3) The remaining pervious areas (lawn) are considered to be in good condition for these curve numbers. 3.5.2 -3 11/92 "V • KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL • TABLE 3.5.2C "n" AND "k" VALUES USED IN TIME CALCULATIONS FOR HYDROGRAPHS - n; Sheet Flow Equation Marving's Values (For the Initial 300 It of travel) Smooth surfaces (concrete, asph* gravel, or bare hard packed sot) 0.011 Fallow fields or loose sot surface (no residue) 0.05 ., Cultivated sot with residue cover (c <.. 0.20 It/ft) 0.06 Cultivated sot with residue cover (S> 0.20 ft/ft) 0.17 Short prairie grass and lawns Dense grasses Bermuda grass Range (natural) 'Woods or forest with light underbrush Woods or forest with dense underbrush 'Manning values for sheet low only, from Overton and Meadows 1976 (See TR•55, 1986) le Values Used In Travel Time/lime of Concentration Calculations Shallow Concentrated Flow (Mier the initial 300 ft. of sheet low, R . 0.1) 1. Forest with heavy ground litter and meadows (n.0.10) 2. Brushy ground with some uses (n • 0.060) 3. Fallow or minimum asap. cultivation (n .0.040) 4. High grass (n - 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) (At the t egInni g of visible channels: R.02) Channel Flow (Continuous stream, R • 0.4) "See Chapter 5, Tabl C for additional Manning' ' - n' values for open channels 3,5.2.7 n,• 024 0.41 0.13 0.40 0.80 k, 3 5 8 13 27 k, 1. Forested 'wale with heavy ground Met (n - 0.10) 2. Forested drainage course /ravine with defined channel bed (n•0.050) 10 3. Rock-lined waterway (n- 0.035) 15 4. Grassed waterway (n.0.030) .17 5. Earth-lined waterway (n•0.025) 20 6. CUP pipe (n.0.024) • 21 7. Concrete pipe (0.012) 42 & Other waterways and pipes 0.506/n it, 9. Meandering stream with some pools (n - 0.040) 10. Rock4l ed stream (n. 0.035) I1. Grassdked stream (n.0.030) 27 12. Other streams, man-made channels and pipe 0.807 /n•• 20 23 4 17 1/90 NO MANUFACTURER FRAME MATERIAL - VyNhi MODEL # _ SIZE — 2 's ° . /k U -VALUE t 9F AREA S. 6 Oc ,f tau /t a ii it ...3 °So , Yg jr0 ( • 1 0 3 ° 5j, . g 5 1 .iti '< 6 ° .§.bs.s r ` ° la 6 7 6y ° .5 9 )(o• yg f / S 7 c l` ' 2 is (< ..5 ?c 0 .98' /0 i _ < ( �1 _ a ° 3 °OG S <� .4a 2 f/ _ .. . fi g .. , I dy ° ,G,r . cYc 12 18 a c c r 35 � 0 , t/( 1../ ___*______ , ` ( ` t ( i 0 .Nd 1 /7 '1 : 2 r wY n.unu.�; :tub�'r t. :an4r.:x n , .,: wr rt ^ .`n ; .14 TOTAL GLAZING AREA S.F. . TOTAL CONDITIONED FLOOR AREA �tftr) iV4! IAY +u.trwiwY*aCww.+xna�:- ae.gaea,� •tr,•••%.3• :•,.».. ...w....... ......._.,...._.... ••••-•• ,.,........� �` CITY OF t"UKWILA '�`t � of -.� y` - � 5 , � , Permit Center H-15 6300 Southcenter Boule vard, Suite 100, Tukwila, WA 98188 Telephone: (206) -3670 TOTAL GLAZING AREA 44 (add entire column) S.F. x 100 Ac 041 410 31 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH 1. HEAT SOURCE: AS /4 go - (gas, oil, propane, heat pump, electric) 2. WINDOW SCHED LE: 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 SQHEDULE GLAZING/SKYLIGHTS BY TYPE PROPOSED GLAZING PERCENTAGE 355; The proposed glazing percentage must be less than or equal to the glazing percentage listed under the prescriptive option that is selected. OM' OF TUKWILA FER 0 5 1999 PERMIT CENTER G CHAPTER 6, PRESCRIPT! OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I NOTE: Carefully review the requirements of each of the options in the charts below. From the table that refers to your heat source, choose the option that best suits your dwelling design. Glazing percentage determines which option t� 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, c,il, propane, heat pumps) . .1 77 ..abau a befQti �' $la bo`fgradena' • f rw�� peigiR Allan '20.116M OPTI 0 OPT I1 0 OPT III 0 0 OPT V OPT VI* OPT VII* 0 0 * < two stories The " > symbol means more than or equal to; me means less than or equal to. Y Glazing trade -offs may be made if the Option U -value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. choice. Notes: ❑ YES • ❑ NO Option may be a better Approved by: Date: ENRGYCOD.DOC 2113/97 NO MANUFACTURER ' FRAME MATERIAL V itfrh / . • MODEL U SIZE 2 ° - ° .S Ik I U -VALUE , 98 AREA S.F. 6'c . s . Sefil du,k . • ({ . • . / °3°.. 5 . 8• ,i1 i < • 6 '1. i v (9( j • ' , Ii 6 ) : 4 J 4 ' g / 8 24. c c le . _ 4 y ° .,5 &V) - ti 8 7,2 2 7 C c< _ s —.°y° >c 0 *9 if 90 1 < 1 a °3 ° Oc S ` 'ig t r/ l` t 2 ,. / 64 o � , (W 121$ • /1 ,�f, .,. o . ,r© (( � � it' < . . 33 ° 0- 56 g. cc r r 3 ° a ° k - 0 • 1,2 -. << .c c ( c L y ° 3 d I ° _3 ° .'. f9 Lkf / Li • L/ 7, 2 . C/T Y, OF TUKW ILi4 a .: 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 AS Qr. (gas, oil, propa -, eat pump, electric) 2. WINDOW SCHED LE:. Fill in the window schedule based upon , e proposed residential design and calculate the giazing•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 S.F. x 100 = TOTAL GLAZING AREA 44 (add entire column) PROPOSED GLAZING PERCENTAGE .1 356 The proposed glazing percentage must be less than or equal to the glazing percentage listed under the prescriptive option that Is selected. CITY OF TU FEB 0 5 1999 PERMIT CENTER OPT VII* 0 'TgR 6, PRESCRIPTIVLPTIONS : "R" OCCUPANCIES, CLIMATE ZONE I NOTE: Carefully review the requirements of each of the options in the charts below. From the table that refers to your heat source, choose the option that best suits your dwelling design. Glazing percentage determinesAwhich option to choose. Your building design must match the selected option requirements without exceptions or substitution. Design drawings must indicate dl applicable requirements from table. HEAT SOURCE: OTHER (gas, c,il, propane, heat pumps) • 41012.).84, • MOIL sj�=•''.•.J: Ian 2u:. • < two stories ' The "Z" symbol means more than or equal to; "e means less than or equal to. Glazing trade -offs may be made if the Option U -value requirement is not exceeded. ❑ YES ❑ NO ' ��� ) ,l�,�a { ,�� PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. choice. Notes: Option may be a better Approved by: Date: ENRGYCOD,DOC 2/13/97 l City of Tukwila Department of Community Development February .12, 1999 Darryl Doak 1.1917 4th Avenue SW Seattle, WA 98146 Dear Mr. Doak: SUBJECT: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on February 5, 1999, was determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division; Contact Bob Benedicto, Senior Plans Examiner, at (206)431 -3676, if you have any questions regarding the following: The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation please submit four (4) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. 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 end File: 099 -0039 LETTER OF INCOMPLETE APPLICATION #1 Development Permit Application Number D99 -0039 Doak Residence 46XX S 150 St 1. Provide floor plan for main floor. 2. Provide floor plan for upper floor. 3. Provide new plan sheets (2A of 5 and 4 of 5) with legible printing. Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Perm+ Crd. PLAN REVIEW /ROUTING SLIP ;;ACTIVITY NUMBER: D99-0039 DATE 2 -17 -99 PROJECT NAME: DOAK _HONES riginal'Plan Submittal Respon to ,Correction Letter # -: X Response. to Incomplete Letter Revision # After Permit Is Issued DEPARTMENTS: Bui dl ing Division IK /rag/ 3-3 Public Works AtU Fir Prevention Structural Li Planning Per�m�it Coordinator r DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 2 - 18 - 99 Complete Incomplete ❑ Not Applicable ❑ Comments. TUES/THURS ROUTING: Please Route Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions(' REVIEWERS INITIALS: CORRECTION DETERMINATION: Approved ❑ Approved with Conditions ❑ VPR•ROUTE.DOC 6/98 No further Review Required DATE. DUE DATE: 3 - 18 - 99 Not Approved (attach comments) ❑ DATE: DUE DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: Complete ❑ Comments: \PR.ROUTE.DOC 6/98 h�'IfY Cooed. c xypp PLAN REVIEW/ROUTING SLI ACTIVITY NUMBER: D99 -0039 DATE: 2 -5 -99 PROJECT NAME: DOAK HONES, INC. XX Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # After. Permit Is Issued DEPARTMENTS: 6 FA Division Fire F k r Public Wo Structural , ❑ DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 2 -9 -99 caurf d Lfr z-12-11 TUES /THURS ROUTING: Please Route ❑ Planning Division cE Permit Coordinator S Incomplete j' Not Applicable Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) No Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 3 -9 -99 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS. DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE. CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL y vl - Gb 3 DATE: 7 1 7- 91 PLAN CHECK/PERMIT NUMBER: PROJECT NAME: pki { -044E3 I NC PROJECT ADDRESS: 4 7 1 650 S S I SD SST CONTACT PERSON: DA RR �- �C.1`c_V PHONE: (2o) 2L(‘- 657(7 REVISION SUMMARY: V a l ✓1.COv e . I e r CITY OF TUKWILA PERMIT cPNTER CITY CITY TUKWILA PERMIT rmhirEn SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY USE ONLY 3/19/96 Fire Department Thomas P. Keefe, Fire Chief Dear Sir: City of Tukwila Fire Department Review Control #D99 -0039 (511) February 10, 1999 Re: Doak Homes, Inc. - 4650 South 150th Street The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Gravel on the shoulders of the access road /turnaround must be a minimum of 6" thick. 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) 3. 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 a 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) All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 57.5-4439 Any overlooked hazardous condition and /or violation of adopted Fire or Building Codes does not imply approval such condition or violation ours truly, - `4 Your street': address :.must be conspicuously posted on th building and shall be plainly visible and legible from th :: street ...: (UFC 901.4.4) C ontact The Tukwila Fire Prevention Bureau to witness all . required i nspections and tests. (UFC 10.503). (City Ordinance #1742) V l O l i�K7Ni[� John W. Rangy- Mayor Fire Department Tho mas P. Keefe, Ri e chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Far (206) 5754439 ,,.::.,; 126.50' 1 v ( N 126.50 260 SF GRAVEL 126.30' • !mini (a SOS i'lWJ r r' � DRIMAY ' � c'rv '4 10 h1'0" 1 4 7 7 //q /.7 yi'rs � � 1 414-16 206- ?ia - 66 7 zo6 464~ zx SS 4o1F'Si'z•e ^. q`tY '8'8 t PROVED PER PUBLI DATED _ ►� L 14 �. DATED -t--- M. h sure euP 5,opi t/Zrr 2 1/4A1 :12) 00 -02`28 t /ock z.. La 7t /6 Recoad -9p . 4 9yby0 ' 0 Reptc Prod/124i S�- rc6�ck ' 7 , pqq-onel g rrW nYer m fi N, -4 . (f) It left elev. I/8" { Ct,�+tiE. J JSN NC. -I= aAi< N = V +• "' E_C -C r`15::" - - = CC i71AC" O= 7 .4.7 � A 1 1r!e1C se L'd;: C.PNDf`■CNS 4!CR -C T I MOUSE NUMBER OR ADDRESS TO BE POSTED AND PLAINLY vISIBLE FROM STREET FRONTING STRUCTURE I. IIJ_1 1 ere aa enr • n G G roor rear elev. 1/8" front elev. 1/4" • Er FEE FEE Efl .s ..__. r A : ■ FEEFF n IMEET Er right elev. 1/8" ■d' . - O • �cs,,..�. ,d, y /B 1. /,. rie „•t 5' t, Mt SE 1 SM C ZONE: 3 1 WIND SPEED: ou wpm ' 1 WIND EXPOSURE: B OCCUPANCY: R3/U1 RECEIVED CITY OF TUKWILA PERMIT CENTER n �Ir Plan No. 1 All lvls a � 0 •. Ow�''1 a••^p••• C•a. •p. a•d c” *�svvrc..ln ^ r v S.. a 9 ,c.atn•C''^sv WoMt 0, 041.1 04. Owned 9y. And A. TAM Orovo*? of 0111.4 OM4v4 ene Uf• 0' r•odvcv 1 l •^h.d T, A ersac:v:sd o.p� - Qv TI, Pvc'a.•• and r1. The Co•N nrennn 0v O. u* N. dvn5, Any U Roues M wo Oloeoo. O� C 072989 Ca•d o v u ^ +. neo cl dv w , Id.aa. M.•Q ^s And: P e••a^pw......ly Cv.•. ".a^ C•a ^. t' h Sv4Cth •!•wwd B4 law Wnho.11 The WwRlen Penmen Cre bnet ne OaIQR 0 N I ' o' -1- � � � _.I s w _/ ' ( �Oc) ; J I 7/t w 4 Itbk 44 ' o' Arr- [Q' -ON /7'- 4" Q r a eecd \ / 'Secto C aer: "5."' - Cos 5 ' • r}_ [ i t °�- 'X' ("(f: 411, garage .5` °- Co O MOM moo • ALL ilem Orr AN MAK ejitthat ray OM NW 10 MOM 01104,„ elegOt ter ALL OffieteriO AWN ID 00101114110‘ • Worn s•It414 INIONIAS • aU?T ' l CROW 41F4COS ,b • Y.1� MK SWAM ' Sallim/R DOCK to MAIM Mit V wit an. 11 Imps • AUL II Met Q 0*. . NOT MAMA, MOIL PON Of* NW Waft or Mai RECEIVED cry OF Tukvinu • ter_ ;,TG NTER I I I 1.; 1 I I 1 I 1 L et I f. I *Om A A • 6 !PT." I g I Oot-r) Lip Tv ery-r, Cr eekr Tirs•&_ • p • Pl. ri ts.. , CA' j9 R. I' GP 1 rt._0(-7 i r i, 1 . ! I , t., ki ,, : ; • . , ja0K'C.9 J . • 4 . tdc-- ...v-rr 4.: -71-;,1,-7,-7 -1k ( Vt._ .1 r 4/ 1 AMiNG 1J4 016 OA, RECNIVED CITY OF TUKWILA 1.0 ,4, 0 17- 11. • AP Wt.. s.t rent.O. ittio Shoo At• i.. chiginst weak Inktmiuet Ot. ownocillt.A4 Ai* the 0 .3.0hir cnt Dion. • •.1%).. o• 'h.. gild Woth P,od, ti t.k.IIwd I. A Smelt. Nofeell o 111.4 Putehrete et lb* C.1 Q4 �n m Ulm Remo o cisetompoty • Std nevme.enont to" rya. Daven Se..cley Not.Strd gy Law Wilfgauf the V4v Inas OtiM4P91410 vst Clione Dottqw ■■••■■■•■ •••• sh.et 2AL Ot 5 Ptah No. 072989 ° • • „) 4;4 01 kr to 0 fJ +--- - 1 0 1 / 9 -1-4e4E \WALL (ke) .; _1 A„ 1 I ( • • . _______ _ 4 ..ii ,,,..,..,4 4). ( .._' - _•:"__' ____.„4.. t•-1 . -IN 1 I ..., .e.... (A- . • /4_ /— rty octif. 44Jcea 1-4 r I 44 •- l'"rrx t- I upper floor plain /4" • • r " ()I I.C-S/I-P *>- bedroom 4 I 14 ^4. • SMOKF D=TECTOR _ 01 c BE WALL= I lOrliCiOget A •ATIRALLY LOCAIIM IN LL PG 4'6. r.1'; %DOM ALC EAT LI a 1u2Tw sArreirr SACKAP ■ • 4 A 11141111111=1111.11111 • I bedroom 3 bedroom 2 lit%v„ .0 / 0 Ds 4 2 LJ IJ. I, ' g P ,4'- — -2- - - i VT 0 / I 0 - -,3 II 4 4 aEr=4 ••" I CF11. eritlf ,1 WI I '4 11111111111111111,1111111 I I I 0 I 1(2 (re m. bedroom crsiro-5 •■• • - 4 • ■ 016 - 5 . c a / 4 ' } 11".^.-oe4 .-414C 4_ ) :,..»C' *An ok4Ct..„E R AH Ca-Gown antai 4 D .••••••ta (7\ *IX •-e,a-tr • 0 54OC.I 0-2 hogiroc.m, 0 SOCPI•• !3 seeromm.: 0 MCC 0 21= r3 tomver.a; V2 ' 24. rIT•Mot SILTTC.4 Arc ...44120 =cA aT c F...ohilA C. a '7"•••••ICAL. 0 I GENERAL NOTES I I 4:- TO••• MC • EP AMC/ • ALL IMAM. TO " ( NM 440 Mil (h44 $W 11104.1.0) (MO) • ALL COMM T *ARABS WW1 AWLS TO MI 7 MOM NNW • arAtiigaLot.ors MULL 0.4=1( AM+ WNW ALL DS POW* TO OC•40110M0110P4. • MEM SMEIT• •4 liailania 111-4 Pat CCIMITIMICTION AP1D NAJLMO souleine..AtieSill. • GUTTIEPIS T 00tH eiraill1 TO SI ~WOW AO PIM 1ST` CCM' . ALL eletTO MAK swim NA' PIK MOVE! POLIMIM c firitiLM 1 1 MD SILLS F OR ISAIRINVIS AK> AM • EXTERIOR DOORS to NAV! Sr STEM on( Pt 3IS' MP LASOINS PM SSG WOOS.R411 SAC. • M COMSALILD PROT OPETOMM1 11 PIIIIIENE PI M STOPS • ALL PIER 1.4.10112 MC. • ALL &AMER INGLOSIIPSI TM TO CV104 MT. V NOT SLOPS% TO 1911 SAVVY SLAW * ~VIDE est TOW OR IV CONC. OM TO RIECTICT MOT SAMS REAMS I FURNACE MOH vLoarclEtt I 1- Takkjek. 14E22194 ,9:64,Ast s° ' 611141'jr ., 11 RECEIVED are OF TUKWILA PERMIT CENTER NOTE: NUMBERED TO ST 5-3A 4 — , u. ;1 • Sak etzt=stesse= 1. ALI. PLOOR JOIST TO ISE X_W" I* 2 • kV 0.C. ta-4A NOVO ONSIIOMISE 2. ISIlepaL•0 NOT TO LIN:CEND w-fr oz. 3: CRAW, SPAci TO Pint vtDt " 111N. CUlt. 6011. o BEWIS, )4IN. is' CM SOIL TO FLOOR JOISTS TYPICAL @WM 111111•111•N .5 t\ 7 4 tap 4.- • PT- r 4 0 el 7 1 ,ft drift 1 / 19 II \ —J . • ,J3 I 1E11 4 H. _1 i r 4 o• I - 4 1 ,1 ,....- 4.,, , e „,----i7 . i , • ,,, 1 / -,2,/ i i-- c.),-, 1 ii-- A , •••, . -,.. ,,!( .-.T -----,----\ •I I . r / — ° 21' ii- 11 i -- - 1 — -I , 4 _ . _ t A II ISSESPZIMENIE= II 1 /--1\ I II c SPA c 6 /one. Vsgp,pr... - ;CIL • • I 1 I 1 td •Y- If II/ , E 2 v i ! (/ I 7- ) 1 c fr (,, ,4••• L. V N. \ (4 1 r>it Frertu &sett Vit 'Iv I ;.,•• 0 (iJ 4. G•-• • 7 ‘11 - 12'13 / 4 / - 16tidthioil i/4' C rt_lr, 1 . k J(YK7TL Pi - 4 - • - 4 ,C_SCA. c-/tt r r 7 -'-,At' • II I II I :": t II KRAL utE D 1 i .1.1...,_ =e, . WALLS ALL 814"11. 0111 • 0001IIACTOR MALL GaCK MD - - Insow ALL rorr- PAM 10 COMMIS101( • NI MEM 04 110101,084 $4 POP CCHIMUCtION MO ;- • IIPIECPICATIONIA i nemai sweirra to no 4• A* Plea flY CODE • ALL IBOL/11 MDT 1001110 S•A' P01. A00•41 MOM 011.010101.411 PSC GILLS WM 04641 APO PM& • , 120gr imi t? MAW MAX PIINe NM MOS PE* • ALL 70 TO On CM111 0 RECEIVED CITY OF TUKWILA EkMIT CENTER AD Ides* Deep.* Amingemernts And Men, \ On r7no Shein Are TM, 0.71nol Wait. r4 O1 On ey, And Ate tit* Properly*, Crane Design. and uso 04 T/nA Saki Wo.! P 4, I. ! tn A S,,,,Inc-d oq ro, onninuo;on ot on. enoding, Any !J.. for D461', Sd P4,1 And/O. Ai...9....11,110 1 1)".1/.` 0, LW..W13.-,,t I he 1./3111n.. 11.e nItir.‘T n• C. Drawn By: Date 4 of 5 I Man No. 072989 I 1 II l44/ ij ' • G PLAN 1/4" r tOOP OTES: MATERIAL: PITC14: OVER-LONG: PASCIA: rir TEl."55e5 r•l Or_ TRUSS NOTE SHALL CAMPY 1-141•4P. STAMP a BE INSTALLED I BRACED TO MANUP. SPECS. WILL NOT 8E FIELD ALTERWD tilTI4OUT PSVOR WP-DP*1 DEPT. APPW/VAL OF ENGINEERING C.ALC.8. SHALL WAVE oe4 DETAILS DRAWINGS ON SITE FOR FIELD INSPECTION. ALL BEAMS I I-IEADERS TO se ex!! c BETTER IMO. PlIZOVIDE SCREENED BLOCKING OVER SUPPORTS. SHADED AREAS • FRAME OVER G•' 1.4 PE1-6.eri (..`EtirEi; fr Tzt)s-sE.5 (F h4 PAErf " • PECEIVE0 CITY OF TUKVVILA 1,-, ,,,;; ,, v- z .;‘ ,- ,,, .;-4Afiga-s1-;';' :' ' ;-i- -- " s '., , i ' ,„;;ii - ' ; , =,•. s *, -, 4. ' k ;4: -',' J. ,,, k,i1‘, ,), ' • ' . '. - =`;‘, .4,..,t1-4,T,7-,,f;-',?._,, _-,`," - : , -" - - , t. -- 5- 4 .:,t,.',' .ii="1,, ' 4Att; fif./..614. „. '' ' • 1 ,. ,r, ,, , S', w* , ,,,,,. - 'A, _ .,, 4 ;.,14. ifst(e.:, '*....,,:- .'e.--..1.. 1- '‘;,- ; ; ,„ -`"- - :;.., -- :fr ,,, .1 .-,t ,,,..47, = ''';':',. , , ,.. , - , 'rl;-., ;la ;1 -'.' .•••■ '1. - - ' '''‘''' :"'. ' ,.. r y . . ,, r••, r,,, z+ N , ,++,14‘• ,•••-- ..r ,-,-. ,,,--.,,,,,, ,,,,, . - , .., ,,,,,,,,-- . ,, ;. , t - , ,, , ' -.A. , • — , k -.. f °^ ..^ , 7 '..... I '''',:."' .1" -. - ,•)" 4 ' '*--, "- -*'''‘..*' - - ' - - ,-' • '''.." \ " • -' • , '.. • ' - -- ' . . - - ' _ ' ' - - - ' • '. -. ' -,'? - -- - ' ,,. • , _ . ...-:•-.„.„,„ . :.,, - - -'. ,-- - • - . . ' - . . _ . _ _ • • 1 refer wall 3/8" ii • N PREFER TO FRAMING PLANS AND SWEETS 61 TWIRL! S4 FOR TYPICAL CONSTRUCTION AND DETAILS. ATkeR PPIIICTECTION UNDER ROOP MATERIAL. 4 EXTERIOR SIDING AS PER SEC. 1402 WS= TYPICAL INIKLATION$ (UNLEM OrrEMISE WED) . 11-Netts LikA mALLA IR As FLOORS§ • R-1 34, sink wall 3/8" SEC11014 11.11U, 1/4" Z4 3 4. 'Az^ e FrJr -1 FA75- rictr. - rrucibes • zder.... I nook wall 3/8" 2.; o RECEIVED CITY OF TUKWILA PEF66 Cl An O&M. oestm Anent...ma 0 ena a,' and Rana tat Fenn on Thlo Sawn Ara Pa* 0.1qinal ttarst. ProdUd Of. 0.md at And Ate the PetWaiti DI C. 6 . 0 :1 11 . VW IMP 04 Thu SiOd W.% Pwthact I, LW' 'WI T. A SloYeMid Pnsf•et G 'Me Putehmeg. end or Thy Construction Of One thiletMO, My Us*. Paws* or 01aatasun 0$ 1LE) Sykt Mins ChromM-nons, Ide. Minims Andalf Artmemmnty 01M. Then GM, osaar Wet, ProhlbMd ey Lew Without The wefts., Penniman ef 0.3.3m Jo Et • 1 11.1111.111.111.1.111 /NJ Sheet 50 I 5 I en e. 072wtsv CPM.0 ELM ER. PC PEEI RYIN ALL LEGAL ROME TO MATTAIAI. ON TMI! $HeET - IU$J[CT TO 066044E M10/ECUflON .sk RA.Tl.D *d • D` OC. s, led • 6' OC MAX. id s • '' OC. EACH 4' PERI. PWt TILE SET M GRAv1j. GRAPE P STEM II PTO NqT T1RiaL. IT.+IC USE DIA. (yew) meAR • O OC ►f _.1 IL1#DRAIL OR RAIL ING RIM JOIST 3/4• TAG PLY SW CR O S1a R-1 BATT INS FLOOR JOIST PER PLAN 1/2' DIA. * 10' A0 4.1 VIWIc7'• t r�t4k OG 1.11 2:' a_. <c t flit! 1'1 2.•!i' .P.r MUD 511.1. tt T4,1 pea (o MIL. v; SEEN (P1.. -C.40 vAPOR BARRIER 12' CLEAR BEAM TO EARTH 16• CLEAR 15OTTd1 OF JOIST I1 J To EARTH 2 - .4 CONT REDAR Tl'P. ONE STORY FOUNDATION O C 1L+.►icw►IL4 S aeui.. 7 Ilc? Ae :T Tl•LwJ '� Y¢ .)r0 1116 I UIitG19 �AiR L.tDfl 4 ElpU1.0 �ua.rE A. s OM J®T' L.E4 . TN J I'/ CETI.II<.:11JJ 1NE 1.t�•LL • THE. M IL - EELTICI -J i IAOd.•% • 4464JD P c e r1a.1 G'r hl•NpitAIL.S b.-IDUW i.10°' DG 1..06e. T31P4 1 ow_ 7414 2' I - . wia &L aMwS1t 4 - xc rt J tamre.al E /WEAR EyJD Q rInuiGO , C' - V•tOULLi Ttr!.t t!nla'Z I►) We-4.BL 18797. G2 y ( Text !uAl.. - SEGTIDIJ (Gfolclr., 014. PER FLAN f ilk .KI►y• 7720.. /.0e. lame CL.a...4dr .4 LL tiSA -L.6 7 'a►rt s Oen•lee•J 407►4xx I i 1. psi nay. ire c C 'tTGM cR n4E i[t)1J BerkimeJs '1M1)t2., I.LL .le.. F ■'.1 UWE. LJITf Tile cCrij Gt 'vrsl¢'y IP The WALL U'JDeR 1316. Er'64,6 ' FL LINE uaj JI•t4ec 2.12 STRINGERS Lf.11• k' j P OIIt rE meTR! !U . CLOSET OR STORAGE BELOW STAIR MAIN FLOOR LP4E 2x6 STUDS • 16' OC. t'd• II' OC. IOd • 4' OC. e 1e41.1a id • 4' OC. MAX. 1 GRADE 11.11-IERE BRICK - VE( - PROVIDE 4 LIP 6' UNDER JOIST 1 1114-011EBAR • !(0'0C tvERT) TYP. TWO STORY FOUNDATION FLOOR JOIST - DEL. JOIST LEDGER RIM JOIST 3/4• TIQI PLY. SW. OR O$B. R•IS INS. FLOOR JOIST PER RAN ` - 2x6' P.T. h9UDSILL r-•L - G MIL. VISCUEEN (e1 A..k) vAPOR BARRIER 6/ DIAx 10'A.Er.!. Lr u�•��: PIAx. O. a 11111.1114 12' OP CORNER UNO 7911.1. "4 ET'bEU' - •4 CONT REDAR ATTIC INSULATION R•3e EL EC. RESIST. R -30 GAS (TWER'IAX IN9UL. LW Et 11V. R -VALUE TO BE USED IN ATTICS W4ERE CLEARANCE NOT AvAIL. FOR BATT.) 1/2' GUS (TYP.) MI11 a t i f e mg. u.beit- LA.- im,4IT U 4 a- GLUE 1 NAILING (IOD • 6' OC. EDGES 4 BLOCKING. 10 O.G. FIELD - TYPJ ID. 32/16 R -Ie BATT N. W/ Y FLOOR JOIST PER PLAN . 4 2.4 STUDS • 6 OC 2x4' PT. MUDSILL w U2• DIA x 10• M.,1 �/.,'.: - �� . ; • 4' 'ii'-i. �tTL �'� 4' CONC. SLAB OVER IJ 4' GRA IJ.I1 N V1 U2i• I - - - -- 44 'iLrtf:T • Vac. •4 G.e►tt' Keb..r<c .I -t•1 DOol FRCWT9 WITI.4 NOT LESS 3• TWAN (2) Si$ x 10• A8 PLATES • SI-EAR WALL OVER 2 WOE TYP. GARAGE POUNDATIONO ATTIC VENTILATION I/ISO C• I /300 CF SPACE - SEE PLANS FOR ROOFING COW. SEE FRAMING PL'-0 �� LEvA�T1ON P- •i!V "1 AM: p��p Fmr To OpIRe,G'r+cu w rau. 1Il ,WO �I�7 �-Tt Ar.1 . E. JC L'S"( r4AL? Ft►t.JC&� 1...vj H gVp LrtLy . rC TGm. PiWE. t4 2 4 . d F!!-' 1'f rU# L. UL11LL' 144M0 G'(1lEIe1.+:r.+C. W/ "z'� ri'LT Abair- -1' riG�•l_ U.LJ0 ro'•+-1 el...rr Le. I' v.:A,ce TD B,e -D40 --11N 12' ...Ecve. i•451JL1 °.� II"1P I1 i42.5 - ILATAlu.ie net' G 2 'J • O.G eat HI C •4 O OG - TYr uJJ 2.' CORD ELx3c9 -Tit NHL •4/ (2) Cw gees. TVTaut',oa 1'TiOvICE. caul !gees. �N!E�x_ " -> u�!t !J4 e ('CC ix) Re CEDAR F,ISCIA tw CONT MTL. GUTTER DEL. TOP PLATE “E■D1<IT - 0-)I[ FLA./ 4.IIIJDOIJ - rest r'UA4 -1 EXT. WARM WALLS - 2.6 STUDS • I.I, OG. OVER R -IS BATT INC kW VAPOR FARRIER ■., t1t1 W ! PA rxAttD *IBATu1►1L (cam rwJ Pva- 1-1.64uoto 4 s401:Jri) - ii.ri T.,L.L P U!LAIFjG• mete Pm re-LT En 5 100.r• • 1.1 �tlruilla•- f°i�'IG.• L_ A.u• e)(1e.F[IGW Wdv 1 cS 2-4 G7"rl1 oLJ►'l5 2,. R!r1 -C • PT 2r hlLlr pt role - rGV• c Hem, L O t141.ET y � PITO- FtbstnIeR 2 INTERIOR WALLS TO BE 2x4 COKIITRIGTION TYPICAL EkCEPT ' • PLUMBING 4 GARAGE SEPARATION riut-A -1 TYP. BASEMENT SLAB 38 erET WALL- GRACE 4t 4. 2x6 • P T. PUDSILL. qY II/S" DIA. x IC° AIL•,. • 4'•0• OC. '1, 44{ -- li"f ' 0);• coin' a ca'e 114ERi SPEAK 4' CCNC. SLAA O:: Li 7 �1 rt L.7 3.r MiW '1. !N.9 `-R -ke RIGID INS • PERIMETER 4 Parr G ItiO6 WALr 2 •4 / oR SW 1PSOW Mn IE ( rc„ •90 FEL GRADE CQIC.'MER•PER PLAN RECEIVED CITY OF TUKWI it tI L. yeltfant4 £ *.A . ( aiur) 1 1 1 TYP. EASEMENT 5LA8 PERiIE CES• I 1! 1 a !;t! i I1l1 p i - 412 9UD•".ITT1.i. O! I..M JL. I �� . - 2w6' CLEAT t B1 (EA. SIDE) 1. 1 cc�lr1lJIJoU7 �D� 0!2 5T(12 ) Joli.1T - (u EAC GOLUM!.J CAP ■ e MUI UOIJ !"-0 !.:2 GO+JIJEGTIOII '.3E.0 (°t A4J PAS? 5IL• (2) 2x6 I FI.R 4.. I i •JO4tTPIACTOR (1 — AM bir11•nic i Shp $ Ch•dl*d And Vim NEST — SUIUECt TO CRIMINAL PROSECUTION (MA I vART - SEE PLANS) pea wolon. ,,1II MO" A••` liAreD 1.1 C I.1/ •rr' EY ,'!,2P• P Lr Ott 1•+1-s 4.-rriteNED ' A,MCIZ e* tL - . - - bOLE PLATE NAILED WI 16d • e OC STAGGERED. 2ovcDe ®LOOKING • RIM JOIST — RIM 1 PLODR JOLTS e3 PER PLAN — PL T. SPL SHOULD !SPEAK CN COMMON r1EMDER sd • 4' OC. • SOLE PLATE RIM JOIST J TOP PLATE --- DEL TOP PLATES - - - - -- 2.6 STUD WALL — - 134TT INSULATION (rrP ) - -ere' . im Al9 • 36• oc AI ; _ ' . ., -- --- 2 ■6 P T DP MUDSILL ed •e'OC Jr4 ¢Er_ co1Jr IJ0121z. cE '-- P4 'ietzr a IIJ AG 2.6 STUDS • I6' O --- II A 3 GL r TYPICAL M T1•■0 F�TT It1JG 1-1A-101 Od e- s EL F etzt -i zo Fjei e'4 gc viT iligo girt 0R FoTJF1o"r100 ETAIL 'A' ••T! 2 - 4- I. 7 ' A-. 1E r-Rr� 14r ,rut , , , t1 11 I Il f, l L- .4• W /vxu WW.M 0 4• lorLsvel FILL - - - - -- -- i'JERP'IAL 19REAX R -10 RIGID INSULAfIGTJ --- -- 2 - •4 DIA CONt 3' tlr - 9 IN NOTEi IL d 1 IOIt ..v44;14., - 01 ! x e t, A Nti4,4+T Eire... T".r`•%r D TVr f�" °�LAb AT WtCltIOW (Jll�yj1ti1t1CeRFC� ixrA IL., r'stcv't'w FOUNDATION 1 RETAINING WALL no. to 4' -d' 1.1134.1 IlY PO r SAW (2)1a corJT -. C'aJVe.4.1h rFg- C.c0117f4.7J91e. 1 111 . =1111= " ,... T =Tl I I = r 1r'�TTTT - -trl _1111 ,` ''�pI > d LiII-- ili+i • ,, � il�lll =1111 1111 = 1111 ='` = 1111__ CA-tni lUoU4 ranaiJri Ct2.A.+•1 ()GRADE P EAM AT GAR4GE Iles NNu .J•• u T oz- 5/5' DIA. x iO• AB.• Air OC - 3 STORY (WHERE PLYWOOD USE Sib' DIA. • \ BOLT + 32' OG. W/ 2•4 p.T. MAJDSILL) — fr�lb'4 L Tv"rc tai I.L-LL exit; TWlcxr_Wea CG9�L E SL.OPl. 3 i ON-!BEARING 5NEAR WALL FTc . - 2x6 STUDS • I6' CC • 3 STORY 2.4•1• — 4 CCNC SLAB O.'ER }• GRAVEL r!L 6)/ •.(/ 1.42 1 iJ 2 I Ln.I F I IJ ^_, , F ('MIL vISQUEEN W,' I' SAND OvER • LtvING AREAS 2 - •4 DIA. 3' UP 1 2 OR 3' ',curl ®NTEIOR !BEARING WALL ON 5LAe TGVO PLATES 1JEADea. " rl_t — - -- 2 b enLT Thai 1 L.ED'selt 0 Ii ® DET4IL Cy " r 1 -•„r O T7P. BRICK COLUMN AT ENTRY Ur- C S.' Jr.'. ¢• .LL e�;EATe.I.G r AiR SPACE - ( 2RI NON - CORROSlvE METAL WALL T1E5 A* ocr - ►11.x! a 5o 1 F Fr r twee_ IA1�L as .J� 1 ac..Y AtJcircia Cc- !royal TO !ZG - hEG . I 4," ?� LCD JUST -- 5YSTEM GR4u.L SPACE — - CR CASE,—,ENT - 0 4 esLr nw 6j •; rESc r"'aG ALrEIt�U.TL l( ry • ( - Ftv ----- - .. Nultt IUM ECTION a /j r-j - - 5i Vii_ L �%iraD_ SOLID C,RCJTFD CC oF •' * e' . 2' etR!CK rt G•� WI L T,es 11J tea -a'IJr • Acco � !s Cr 1 r - tr4-c 12 i It 12 ' c-F I t ItJ Dine :T1['1 t 1 7" !!'RICK VENEER �• 4 . clrt - E% UT !1l A o, T2: �, fi F'oll�t tics II tEA4 Ut1TW TRIM CR CAUL ®,— FLASW f +3iB• DIA - WEEP HOLES 2' (1119) c C . •S muJI► -1)1-1 7 — 6re e1. Lr-�ER. Tr 1205.T _JG1�lT 0c IU �Io•ms2 y,a PGK .'ts :!E_tL- : LE'.'AT' vICW — , MftiIriM U clam /DNS D SEC pPTT U +cJ/ rr7Si 1.1/ r trAL ries Tr, r M : t A J . -r € 1■ ac com RECEIVED CITY OF TUKWILA ciM rcENiER ■Iu /Ii1II iiCuu :1 3q i CRAMP DEVON NC REEE7'lV!1 ALL LEOAL RIGHTS IV MATERIAL ON TUTS SPIEET - SUBJECT TO C1'1'3^"04 GENERAL NOTES: c *A A. el.ACE yeNTtLA MNp'4t•1 NET AREA, I Sri FT, P Leo./ Co so. Ft OF 1LOCR AREA CPENN.1:'iS TO BE TRACED AS CLORE TO CORNERS AS t"RACTICAI. NC (WALL ►/IJvIDE came vENTTLATION ON AT LEAbt T+JJO OPPOSITE SIDES. 2 c1L LLt. foraoe. UNOE/ST'IrJCTED ACCESS, MIN 111'•7.4• 3 ATTIC vENTTLATION4 VEND OP ATTIC AREA OR 1fsee P I2 19 N SORIT AND v2 to 3' ABOVE PLATE LINE • ATTIC ACCESS MIR 22'.3e• 1LRIT1-1 RIK W MEAD , UNOBSTRUCTED. READILY ACCE:ATBLE S R'1 ROM* NOT PRDv'DWD SITU AN OPERABLE SINDOW OP IS POET, CR GREATER A MEC/4041QU vET4tILAT'ON SYSTEM. CAPABLE CP IRRROvtDNG ! AIR CUANGES POO UOUR SHALL Da PROVIDED. • APR DRYER BAN/ PANG. AND RA42E6/0v1INE TO Tut OUTSIDE T *ARA IE AND IICtae OCCAPANCT SEPARATION MIR 1 TAPED AND PINIONED. *ARAM AND BASET'TPNT SuPPCIItTS TO BE I I-NA. (9f•' rr! 'x OR ECLAL GI!) ID) • ' NCR 9/AcaER SMALL BE • AbOvE PNISU FLOOR WITU WATER RESISTANT BACKING. • E*IRESS N EvERT SLEEP'NC/ (ROOM SHALL UAv? A MNIMLJ1 NET CLEAR OPENNG OT TLIE PM TNT GLIAR OPENING HEIGHT DIMENSION /WALL OE 24' MIN, NET CLEAR OPENING WIDfl Em- LN•IoN CP TO' BOT'TO1r OR O'R•EN'NG SMALL No' BE MORE TWAIN 4A' AMO'v FLOOR! ▪ sair.LecE CODE CON'IPLIANCE PER UDC CWAPTER V-BAND LOCAL D..' DEPT AL90 RR EDAR w• PER NM SW" IR REAETU ExTTIP4b . •EARTU SMALL EXTEND At LEAST I•' PROM NS FRONT OP. AND AT LEAST S BEYOND. EACu SLOE CP THE PARE PLACE OPENING WERE TIE FIREPLACE OPENING IS • SQ PT OR LARGER TUE ;EARTU ExTEN•iON •WALJ- !WEND AT LEAST 70' R4 PROW OP. AND AT LEAST O' BEYOND, EAG■ Sloe op TIE Noel.LACE oPEN'NG. CGNC OR MASONR MUST NOT DE St/TIPORTED ow WOOD RIRAMING• • dPPi_ e. TeJ AND ,N•TALLAT!0/4 Cot N•(LAT10N AND vei'•OR DARR'EM!! SHALL COR•l t'r I$ no r.P.44 OP WASUINGrCN ENERGY CODE 0LArp'Y3 N Cp A10E WIT/4 etc Wyo. UDC STANDARD NO 201-2 AUD wasu'NG'ON STATE tutrE T GLASS LA4u ExCEP•T1oN• ARE AS AJTLINED III SEC y147, urfC GLAZING N LOCATION SUBJECT To WUHAN IMPACT GUC14 AS *LASS cw DOORS. GLAZING WtTIN 12' CN E'TRER SIDE OF A DOOR OPENING, GLAP1Nr11 CLOSER 'WAN IS' TO A FLOC SWGis`R DOOM§ AR'O TLS! ENCLOSURES SMALL WE c'11 , TEMPERED GLASS, LA1'!NATED SATEt' GLASS OR,SN1AtTER RESISTANT PLASTIC, o.ti ii...It rstiJre.d.s, •'l/•-4/ FbM •rYUR.IM. IS 'LONG GLASS DOORS TO DE SAFETY GLAZN6. LAMNATED. OR 1'F? "'ERED GLASS !• 1040 LIEN ENICLI:+9tJRES SHALL BE APPRROvED time REtNFORCtD. TEMPEPED OR L47 ATED SAFETY GLASS OR SMATTER RIESISTANt PLASTIC 14 • GLAZING 1 UN 'S• OF FLOOR AND GREATER TWIN N LEA!! DIMENSION SMALL COT WITI 9• LOADS SEE PLANS IS ALL P.)cTERR4IOR WALL GLAZING SMALL BE DOUBLE GLA7ED AND Ct? WITU' it IRS", WASUING'ON STATE ENERGY CODE. l/7 ^RREATEC wooD / WLRATUERR! PEA UBC SEC. 1..' cb 7O 'IRE OFFICE ASSURES NO Reeravbtevrr A9 TO TuE PHYSICAL CuARACTERISTtCS Or it SOIL, NOR DOES TR41! OFSICE yelper TIE ACCURACY OT THE ENGINEERING DATA SuPe•t.IED BT OTUER9 *ERE SOIL APPEARS TO DE OF POOR QUALITY, A SOIL ENS. REPORT SWOULD DE SUPPLIED DT CLIENT CRANE DESIGN WAS TAKEN EvERT EFFORT TO ENSURE TUE ACCURACY CF Twe ATTACWED DRAWINGS, i4CaEveR TT ie TUE RESPONSIBILITY or no CoNTRACTOR TO cuECK AND V4M+Pr ALL C!*''ENSIP+S t14E A'' AC+•RED PLANS ARE Tuff pleopERTY 04 CRANE DESIGN. INC. ANY REPRODUCTION OF TI.E.S.L. PLANS u LL NOLATE COR" LAWS. TWP! uCLCEIC Or TUF9E CIRAWNGS MUST PAT A FEE rCR ,I. L19E of no MATERIAL TuERN OR DE SUBJECT TO LEGAL 4C' BT CAN DE91GN NC ENERGY NOTES: ER4PRCi r NOTES PER 1354:LIASLItNGTON STATE L'•►4ERGY CODE *ROYCE AND MMp-u ADDED INSULATION LEYEL OF R - 30 CE'LRNG! WITU ELECTRIC RESIetANC! WEAT /CIO CEILINGS WF1l Gee 14EAt R•3e YAU.TED CEILINGS Pt -II WIALLS R-15 FLOORS O,riR DATED SPACES it- AT SLAB PERIMETER INSTALLED IJOR'20NTALLY 24 LPNCER SLAB WUEN CONCRETE 'WOOS ARE W4tUN 12' Or GRADDE 4LL GLAZp43 !WALL SE 6uAL GLAZING AND ea PT. CP GLAZING SMALL NOT EXCEED 21% CP GROSS ROOM AREA POR GAS / /OAT P1J•1P •ASR FOR ELECTRIC RRE519 ALL OPENE4S9 AND JOINTS IN EXTERIOR WALLS SHALL DE SEALED. CAULKED OR WEAtUER9tlp'PPED AT L,M11. AD" LEAKAGE. AN APPR OYEL , JAPORt BARRIER *WALL BE PROPERLY NSTALLED N ROOF, M ETJCLObe0 RAFTER iPJ'P:e 2 n0"ie ttir�iss Ciit.w* i AIR APPLIED DtIRECTLT to T1JE UN®ERSIDE co "taco I•AFTERRIS. ALSO N EXTERIOR WALLS. NSTAL.LED a. MIL vteCTIEEN G C1.124D co vER LAPPED I' -O• AT JONTS AND EXTENDED UP to Fou NDATION WALL mecum, AT ALL CRAWL SPACES) LIV ECEJ PYENt WALL ae SIPED NO GREATER ?MAN Mb% OF DESIGN LOAD A140 A MNITU1 RATED OUTPUT CP 155. T6ERMOStATS CONTROLLNG WEAL SUPPLY to MORE TURN IJ/4P ROOM SMALL UAVE A R4E sour SETDA49C PRRREPLACEb !HALL BE PIROVRDSO m1114. A. yowl., PttTN* PLtE o4eirtrot. !!. READ(LT ACCEb1BLE Kauai_ co AUTO CONTROLS. :NAL.L NAYS .i: RA= C411N$010L DEMOS TO L•'tt' PLOW t0 A MAX OP a !3P 1 PER •ROW1ER HEAD. 110111.1411110 ►d 1M COMOLviNta W ICA lei *LW:1We eMATER waifAXpaie Lkla i 01.1 10 I* S1lIALL110 ON IN ' ' . rr+' • ' ?, rt'�� J t� 4, t K.�.r b, ,.� g r rP .',l y ,.Q oY, +. ,j� p ■1 STRUCTURAL NOTES: 1 DESIGN LOADS A TROOP LIVE LOAD 25 P9P !TOTAL LOAD 31 PeixLvtTLE 45 •SP) CvIFY /7(`61 I I B FLOOR LIVE LOAD 4e PAP (TOTAL LOAD SC P,9r) �'F� �� � \ C. I'JEISM ! IC ZR' 3, v•oJ4W D- WIND LOAD 23 PYF E SOIL BEARING CAPACITr !Dee PER ASSLt SOIL REr'OR RECD CN ANT Our9 "C SOIL. 2. R+OCNDA1IONS A ASSURED MAX SOIL BEARR % C-A C !rr :sew P9r L V!et'. D cut' B PIO4R FOUN DAtIC 4$ ONLY ON LIDI•TURDED SOIL. ( vERIFY I C. UNDER PLOOR SLAGS COMPACT RILL TO MR MMO 3. CONCRETE A. PO.JNDATICN5 AND FLOOR SLAB CONCRETE SHALL Be EC ML TO 013043 P MA2'MJ•' WATER TO CW- NT RATIO. 641/7 SACCCS OP CEMENT PER CUBIC YARD CP CONCRETE ANC •-3)• GALLONS WATER PER s4 LB. SACK CP CEMENT. 33e0 RM' AS9urec CG+'P•RE9'�E 8 T T 'L C N G t• At 2S BAT$, R SACK MIN/CL TD • M+Ni•U1 CCvERAGE OT STEEL. 3' BOTTOM. 2' 9'DE9 t -177 WALLS rCR• 9C'L SPE CCT'P WBME 301E NO PROBLEM. G. EG1,04 -I1•h r i' r-' u'-1 rtr1. 3s* re. 4 et. root'. • RRENFORRC'NG STEEL A ALL REIIFOICIND STEEL SHALL BE DEFORMED, NTFRI"EDIAIE GRACE P1' LL!' 5•ERL A•iM A1 GRADE 4e. NEW, CLEAN AND PEE Cr DIRT B SPLICE!. ORM LOCATED AND APPROVED SHALL DE A MN'*•.P+ c '2 1 ^R E9 Dyer I'4 OR 30 BAR DIAMETER (CONG. • 2eee PSI 4e DIA.) C ALL REINPORCIFEI SHALL DE T'!i•TLT TI AND 9urPORTED ruR•Nrf Cf'v•R:rT'%.r D WELDED WIRE M!S44 SMALL bE A9 ••m.A'69 S WOOD • PER UDC SEC - EWA • JoIeTS AND RAFTERS. 3' NOMINAL 1.P NO2KD. FE -Me PsF rG•R R'F•4!T'T'vF UPE P SPAN Oval/ 11' WW2.17' • I•• O.C. SEE ROCFINt• PLAN A C. DEA-15, WEAVERS AND LINTELS, 4• NOMINAL. DP NO 2. F'B•SR - OR 1-E NO. 2, Nb• ►9 RJr ! I^R= I ' T , I , tW'L I RL =L�or •• NOMRNAL. DF N40. t, Pb -*se "iv. OR WOO PS; P ►r•I, r TJv 2 &I OS. P1 51 .4t' I.t' a - (#t; c=.' 6 D . STUDS 7.4 opt 2.6 /racoon GRADES R'b - 'S•e N 91 rc'R IR12!R•ETIt'VE uSE Fe., I STCRT PLC. USE 2.• or 3X4 • 1 1 . oC . , '°} Di E. GLU - LAM DEAM9 70 (rb -7eee Pet) CM 24P frb -94,be R 9') UPC, S" ANT' A=C Z?. - to IdeLL F40.44: Sa1P MAC U8E 30.4, v3 OR EQUAL fvt•LLALLY GRADE LE•TETIN SPECIES) .41.2 400 RS P`SI WItW EXTERIOR CLUE! OR IF !WEAR T,..e ateArml, (sure, m'r.AN MAY USE 20P -v3 CR EQUAL Pb•20M P9 PV. Rl ' I F SEE PLANS FoR PLYWOOD US? Cr . • 9rRRRJCTURRAJ. STEEL ALL STRUCTURAL STEEL SHALL De ASTM A36 . NEW. CLEAN ++N0 r GF IL 9' PRA! :CL `s++ALL !SE AER.! sE.t. GRADE B CR ASOL. A36 STEEL IAL9C 1 9TveucTi raAL rRA)•+n.t2 A PR mNG TO BE IN Cfx"1PLIANDE UlU l/cN.: SEGKIIO arc Z30S. 1152, ▪ PR®ovtDE NAILNG N ACCORDANCE witu'JDC 9CuEDULE 2'S -' I E .1. h 0114 STRUCTURAL ENO SPECS LAKE PNEC!DENCE ■)yelp HN NA UN.", !v'- IF C'ULF ANC C• • uE a GEwa _AI SPECS. C. PR.CVIDE SOLID BLOCKING/ AT JOIST SUPPORTS ANN, REARING PAR't•'C^•9 D. PReyvIDE BRIDGING OR BLOCKNO AT MID•SPAN Cr ALL 5PA+5 OVER S FEET E USE APPRROWED JOIST WANGERRS WERE REQUIRED. BRIDGING ■• CE'LINr. LNFINISuED • aocP TRUSSES. SIZES t0 BE vERTPIED, DETAILED WID FA. DR:GATED Dt 1 RU55 MANtF+C ^)E£a NSTALLATICN AND BRIDGING SHALL BE PER MANUFACTURER5 9PEC!F'GAT'oNS ANC INSTRUCTIONS. ALL TRUSSES DESIGNED mat BE STAMPED DY LIC. WA. S'A•E PF. CARE �J DE TAKEN DURING ERECTION BY BUILDER tC NOT CvERLCAD TR.IS9E9 W'••J D' )'LD'`r, w• 1 tO ADPQUATFLY DRPACE TRUSSES S STUD WALLS A USE 2.6 STUDS At 16' OC. PER UDC It'ia.'2303. 2320 e DOUBLE TOP PLATES 5 WAYS JOINTS STAGGERED NOT LESS tuAN 4 FEE' MN. NAILNG OF S -t•d • 44' MN. LAPS • EACI SIDE OF JON, tuner! • '7' CC BEt1LEEN PLATES FOR EXT. 1 NT LONG WALL (2 a 3 STCRT BLDG ) A APPLY RQOPN6 N ACCQRDANGP WItW UDC SEC.I�d PJ D r' ovIDE ATTIC y@NTILATION AS NDICAtpD c.• R CG rg.A:.1.* PLANS / SEC ITT-r04 • . Aeovz ALLCUABLE Sur AR BAR AC •'E9 Ar.T cC4 7• FOAL n 9 ..ACED *40 "TORE , WAN ;' OC. uNEaE APA S.-EAT/44G 19 At"PLIEC ON DOtW FACE9 O" A u.ALL AND NAIL S`°AC IS LESS tuAN 6' Oc. O i EITI.IER S'CE. PANEL J OINTS SHALL BE O'aPET TO B'AL'L I' w ORFERENT FRAMIN3 1 EMPER. OR FlRA N3 SR4ALL et. 7. NcT •NAL AND NAILS C+4 PACJ Sip! 9+4ALL DE STAGGERED. ALL SWEAR WALLS 9uALL CC'P RtN' !v' 9PC' cN ?!,IA REctoRET EATS ALL Ex•ERICR WILL* t$TI IJT • DESIGNA'eo e.J 4 .WALL %cum* rwa..LL a APA RATED :.R4EA'u•NG Ov1R 2. •TUOE • OC. WI"I •d CO'"''TON NAILS IR •' CG At SWEATIANG PANrI EDGES ANC h• CC . AT NT?RIR oc '* 111NG rTEI +eP RRN! suieTurrso rams. EDGES N•ALL FALL O 1 2. STUDS ANCt•4oq DCVO SMALL Be STANDARD 'J- COLT' unTi4 A 44 RlEtURL OR A •'ANCAR D L- OCR_ *' WTu 2d Ex TENSION. ANCUOR Dot• SHALL !1E • 34 STEEL OR BETTER MNRU1 CONCRETE SIDE c:A.sR 3R4ALL BE 1' •., Ex°C9FD 1 C LLEATUEM- 3' WP-REN EXPOSED To EARtI use 177' C •D C -C bIJ TUR.AJ- II . PLYtuc%•7 PANEL 90'NG fNDEX 24.e)CR "a APA 33 WITW TuE SAr'E NA/LIP W0`UC4d` RRlE7uCTION OF tWE ALL%tuAE'1. SMEAR (SEE AIC.0 PLANS A -t'OR GENERAL NOTES). 'J�•' c.D C - c 9r414.un,E4AL 'I. PLTwOCC PANEL 9ID '*CE x 2 MAT BE U'RED °RvN O'DG TUP ALLOWABLE SMEAR IS IRtEnucED D lea r•Ep ARCu at ..ARM ANC GENERAL No't 9' NA'L 2 ■4' opt 2.1' HOLE rt.ATES Wu rd AT t7• or C• EYTER'CM tuALL9 9REATUN* 9u ALL LAP'RtIM _DIRT CA ELSE ...CREASE sot! PLA MA•LNG - ` 1 ' d AT e• C . 'UNCJ CCtJB4_E ALL Tor PLATES AND LAP At LEAS 4 A' A' JCi$IS WV ••'•d EACI SIDE ANC '•d AT NO r AD tWAN '2' !^C AL C•4c'S PLATE • Fx'E.OR ANC ` ^A+N 34'F 1:ALL SOLD -DCWN SCL EDIJLE: t'3 INC 'CA TE9 R•PAu^77 P"R!F'_' F^ • •7('' NAIL tC (717. STUD 74 . Ad NAILS •yL+'C A'FP *wT A36 •.ewe ..Q. '.. L tCC 2. • UC' , - a ,e+ NAIL•) NoICATES trDS4 r'-'L`Er 3r4• ^! A d4G-+CR DO," '4' NTO CONCRETE' (C'R 9 c A19 et. 26' 1-N1* -Y E' 'I 19CL• tC f7)7. S1uCS ▪ •u ^ JL ^ 3,•• ^ I A "AC,,w•Nr NDtCAATES UD'A E`TBFC I -1 :e' D ANCUCR PJCL' ', Nt0 CdtRETF fCR uSE STAB76 ut 74• MNttS$I FI- PFC°"ENt1 PCL' 'C +2' 2. STUC9 11i'TU +1..E - T.6' t4 ? t IND' WC9 t' ED -VR' D•A ANCI -+CR DOL 7S' ' 'c CC•4CRR'F •E g•CL • - .1 '- .1�u'vF Ai`L •� ALL UCLD DOJTIS RCrERENCED - 'A.*LFACTURiD DT •S+t"!PSOIJ .9tRLDI.I6. CCr"°AN7. INC.' U. 1...: •GOWNS Cr ECJ'vALENT CAPACITY DY OTWER MANLFACTUR!:RS MAT DE USED. ALL ' S•IALL DE INSTALLED PER LATEST MAtAPACtL'RER5 E°_C,r'CArIGT4 f51rrS.GN GAT*. ;I3 C•92U -I)• SEE PLANS FOR LCCAt AN+D NS DETA'L3. For ANC-Nor. oc"'LT N9 •ReQU'RE^f'4T9 !•t!! NC'! S A P-JF ;CALL 9CUEDULE FLOOR OIAr u!RAC+ ii, '- •INIt'ii ••i 17' TUICKNR94 AOA RATED TONCJE I GROOvf 5/+EATUMt'3 WI114 IVO NAILS • •' cc AT SUPPORTED SUEATu!`G PANEL EDGES AND IC OC. AT INTERMEDIATE rgAF1'N- mE'T_FR9 ISET ARC. PLAN. ANC J C4 4FNER.L NC'E9 FOR RRafo9 ) SFECIFICATIONS: I Wee 1,51O PSI CONCRE•E 9 A' 76 CAyS Z APO, MA DE USED BUT RECO' 1142. -TER b•RRREPNGTU, 7 USE AVM. AN.^sIe -66 oR EG7'J%eL GRACE 4 p '`DA'R LA> SRC' Mt`L AT 3PL'CEe. CDRNFRS 4 N IP , EP.ECTION9 P 2004/3 I°9 GC•NC aE TE. LAr' •e C' AI`•E TER MINI RECEIVED CITY OF TUKWILA PERM!•: CENTER X AMI er.At4.n tai FOR LONG SPATes. USE 24F-Y2. v3 OR EQUAL (TABLE 2'! -I.GL PART A uBf; n•T4v1SUALLT GRADED •PSt!RN SPEC'ESA F• • 2.40e P51. IV • e3 OR 169 PSI I EXTERIOR GILT ! -1 A.:r :rYli'VeR 1- J T CLAMMY P1 SIRItP*% TO GLU - LAM SPECS PRIOR To ERECTION ON Joe. 2 WUERE NAVE SIr:Rt SPANS (SMEAR BEAM5) u9E 2!•I -v3 OR EQUAL 117'.4 Pb • 7 CCC Pe AND Pv . 459 P9' Ae> O SPECS 91 TO 1 ABCvE OR.5OCr i stuns -, , t a- f _1G, ! TIE TRUSS MAl4FACtuRER !WALL PROADE ALL DIMON AK) ENGI EERNG WtW ILLA9WNGtON StAT3 E. STAMP. ON DEMONS. PIm* I EP(ECTtON C!I TRUSSES. Tut MILDER SHALL TARGE CARE TO AOECUATFL BRACE T1 J PP • ALS., NC" TO OvR't.CAD Tut U tU EXCESS BUILDINA t'IATERRALS Dqc 003q CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET --- SUBJECT TO CRIMINAL PROSECUTION. eorstse+4. I. ads le sin a Seeder lemma 2. tlrlsging le M. termite ewe tee 2. t' a 6 (23 was a 137 loot Imbiber a ku le each Joie, feet Nett 4 *Her Am I - t e• 123 awe a IS: enrol tonloa 10 each )old. feet mod 3 2' (31 wool anew I. Join et gee.. Mod and tee ran 6 Sek pee to loin a 14.xil tg, gakal face can Solt plats Jolt! ee 1.IOr4Mg. W Faeroe leer panels T. Tee Sae b laud tee mil g Seed leek peas I . Mules ride tors nil to t � M p to roteal "Ik a naa 1�� e H. blunting between John or ones le lop plate. toenail 12. Ras leie se is plea, areal 13 Tea $..t. laps eel ardor actiau. tees ma 11. Cambiums 1w-.k1. nee pleat is. Ceiling Jek. ee It Cunneen. leader to laud. toenail 17. Calling Janata, nape ewer AnMbns. race ma 111 Wag Jeep to peek! When. lee eel 11. Rabe >e plat. amen v. f - t25 ss se i+�s •v e, y .:... fret eiati 23 2 (3I final Banta 26 wad meows; yew% and pantile osesP S.brioa. soot and .am :herthin(, (to framing) (I Mel.. 23 4 mm) and loss . ' 1' Cnmb.rriion sehnnew o'desiefnee"Do framing) (I le,.. 23 1 mm) 11 : sod {rt. Panel eidlog Ito frsr<intr 'IJ t13 reel ca Sett '1. mw) Ftheso.nocd the.tt.t.g 1 12 - (i h e..m) teeter' of .1NAllItta ICIIEOUt l NaItINO 3.Id 1.1W 2•14 ):1W 1.164 n16'0tlmminc. 3.tt per 16 1106 tell N•I6d 4-It ktnaa of 2.16d. end nail 164M24'!110 mml o.c. 164 N 16' 1406 mn11 ! 3.114 uwl f 11 emntae 2.164 led el l6• Roe mml n.e. along sae% rd 4.W 3.16d 2.164 3.14 2.4d 21. I' a i - 123 ere a :03 ewe) daarhles or kit to tech baring, fen eel' 2.14 I2 Wider that I a f 05 ewe a 203 well AeaMng so each benr(n$. Inc. nail /Ad 23 stele -ea ti : led N 24'1610 melee. 24 ne:t* .o shales and beams 204 so 32' (113 mml o e on enp and • txeenm end tluleted 2.20d so Inds end ie each tplke 2.164 n each beating 6.1 bee en 64 Id' Irk ° -- lode a lel 6d• Id' No 11 1..1 6d Ho 16pt No '1 p.' Ida No 16 ;It' Id" e u y 6d - I C1 ;--7 -,m �, bet .ei). roes Iv .wd creep! ■War ai.revise lotted 4.1. axed r 6;oche. (I 52 mm) an temee' edges 12 Inches leis mmi st Iecrmediwe supports timer I Ine I 032 rewn) it an tern wt...hert warn are 41 lnentt i 12 ti mm) re 11Nl t. far ntlling se ...find ttrut!ural win/I end gpriiciebcard'liar...enm. end shear . ells eetee to Section 2314 3 Nel!e kW .0! sheathing may be common hoe w crone , a CoNmns• a deformed shank 'C onemon , `Deloe.ed sits d. 'Cexeosion- reststem sOing e>_ casing nett'' '..-rr -oFF to the regwl.emenu of Section 2323.1 'f esse.es• 7 !*she. !s6 mml on center n e'feria edges we 6lothe. (132 eel on eemee at Iniere..rdlne sup ports a CInnslon .ts!uw rouitr. f mils .h6 m 'i,aineh diae e) b ert (11 m+ead and 1' /2.Mrh (3I mml length lot 1 /3 Inch r 1 mm),hes w.d I i (221 mm 1 length I. = /12 -inch f 2 mm) sheath fig conlonning nn t requirements e Settle. 2323 I 'C. lemon retbtee staples .khnrwnirsi (ifmmIII.V*ni end l'/1-1.41 (2 mm)kNIIIlfor /lkch(I3mm; - alaaeengandI '/11,0113 /enm) length foe / n Inchf20owl1ahesihinletmlxnin6latheeettulreneentso fSeetlne 2323 I 1 .7Wei lemons ea I�6Ind . (10g wm1120 tech., ($fi mm11t Mengeb trls In the long dlreetlon ni the pent(. lintels onsrsehx rmrttdi Cuing et finish nine /l e e w d 6 inehet 1132 N 1 on panel edge.. 12 Incl. (303 mml n Infer mediae eepponl. ''..wet e . .. a 21 inches 16t0 nnnl titles e, finish mall tested 6 Inehel 1122 mm) en panel edIet. 12 inchee : r - . mml IN imermedisie soewwss MECNANiCAL: SOLID RJEL etiWTING AI=1LICANCE9 14EATIN3 'CONTRACTOR NOTE - All Dimensions Shell Be Checked And Verified Prior To Construction. Soled Nan wr - nln - a anode aIr -!I ht slovG, nrS. lac s stoves, room FYlances I� -Light he dters/nreplaeea stew&a . factory -built fireplaces. and fireplace inserts. Unless otherwise adopted by Kin County, All solid fuel burning appliances shalt comply with !let provlstor•$ of Section 304 Uric • sod dittoing !y!It 61411 bd provided dllU, heating facllltlii capable of mAtntalrind l ifs At a point a' above the floor to ill habitab!et roans When the outside temperature N AA set forth In Secti e i '4102 WA)tL Section ale ll UAL A Fuel btjrning equipment located nitthan the building envelope (coot tructed tender the UIl4ECJ shall obtain eeanbuMlon aIr from outdoors, !n.eth+g the provlslo * of Stratton 10IJ. 1012 Ut NOTE: BUILDING ENvELOP'E The elements of A building tW el enclose condittor!ed spaces though which thorns! energy may be transferred to or from the exterior. Stectl 2 1199-1 1. 19. Fuel btrntng equipment located outside the bufldlrg er!velope swell meat the provlstons of Section 601 UfIL . C Duequonk, location and source or combustion air. reverences Seetton 6!227 603. 6404. 606 UHC. AU warm - air furnace shall be hated and labeled by an approved agency and Installed to listed specirtcattor:s. Section 304 WIC. Appliances Intended nor Indtallatlon in closets. alcoves or confined spaces she lI be se listed 9ectIon 3e04] UHL. No warm - aIr rurnice shill be Instilled in A room used or designed to be used at A bedroom, bathroen, closet ex In any enclosed space with Aeeeii only through 6Udh room or spices, except d'reset vent tznaces. enclosed menaces ar•1 e.lectrlc heating rrndee6. Section 3155 11HL. No warm -air frnace skull bet installed In a closet or alcove less than IT wider than the trneee or Mn4eei Installed with I selnlmun clser working space lore than 3' Along the Aides, badk and top of the furnace. Section 3131 UHL. Liquefied petroleum, gas - burning appliances shall not be Installed Ina pit, ba temesnt, or similar location where heavier - than - air gas might collect. Appliances do reeled shell not be Installed In an above -grade underfloor space or basement utlesa such locAtlon ti provided with an approved means row removal or unburned gas. Section 3044 UA1L. (Approval must granted by the Building Official . taeslins and cooling equipment located Ina garages and which generates el glctu, spark or name capable of Ingniting flammable vapors shell be Inslalled with the pilots and burners Or heating ellements and ...ach9N at least le' above the floor level Section 3062 UT-IC. Fire dampers need not be installed In air ducts paeeie' ti-r 1 thhe wall, floor, or ceiling separdtIng a rec!t a acs (Group R. Llvislon 3 from el garage (Croup hi Dlvlslon I occupancy provided such ducti !Within the garage are con- structed or steel having a thole-kneels not lees then 0.019 inch (No, 26 Galvanized shaet gauge) and have nee openings into the garage, Section 302.4 UDC. Warm -aIr !Lenses Installations In aloes or crawl spaces shill comply with Section 319 And 320 UMC Every appliance (dryer, ranges, etc) designed to be vented shall be connected to a venting 1yite!n complying with Chapter el, U1-1C. Evers factory built chimney, Type L vent, Type D gas vent or Type BUJ gad vent thrill be ie, L41led In a ccordance with the terms or Its 110.48, manufacture's Int- ructioni and the applicable provlslons of Chapter 8 UM vent eonnectloni shell be Installed within the space or area In whlr-h the appliance Is located and shall be connected to A eJtlmney or Vern'. In such A manner as to maintain the clearesnce to combustibles per Section 015. and Table 3.C. UMC DUCTWORK., A. Duct systems shall be or metal as sot forth In Tables Nos. 6 - 6 - 1 6 -C or facta•v -made air ducts complying with Cha pter 6 Uric D Joints and seams shalI be substantially airtight. Section $14913 Table No. 6 -A (rectangular duets) and Table No - 13 (riot. Oval, and rosrnd ductal UMC C. Installation or ducts shall comply with Section 603 Ur1C. D. Duct insulation shall be installed in accordance with WBEL table 4 -i6 GENERAL: (OEXIt DOORS SHALL BE OPERABLE FROM THE INSIDE WITi -I A NIGHT LIGI -IT, DEADBOLT, OR SECURITY CHAN MOUNTED AT A HEIGHT OF 48' MAXIMUM ABOVE FNiSHED FLOOR 13. ALL UJO sD I`: CcNTACT WITI -i \-- CONCRETE OR MASONRY SHOULD BE PRESSURE TREATED tZJCOD AND BRANDED BY AN APPROVED AGENCY. (4)LIVING ROOM CEILING IS 24' AISOvE HALLWAY W► -IICN LEADS TO BLEEPING ROOMS, A ST DETECtoR WILL BE INSTALLED AT THE HIGHEST POINT '5 PILOTS, BURNER. HEATING ELEMENTS .°:WITCi-!Es OF THE FURNACE AND MD. 66 JLD BE A MINIt - IIjI OF IS' ABOVE THE GAeSAr -E FLOOR_ THESE SHOULD rsrva- . .- ,�scr� ALSO BE PROTECTED AGAINST ANY vE1- IICULAR COLLISION • S. RECESSED LIGHTING FIXTURES SHOULD BE IC. RATED AND ENCLOSURE LINED WITH A I/2' GWB. TAPE AND I✓INISll (b)ALL DUCTS, PLENUMS, AND ENCL- .. OSURE THROUGH OR ALONG UN- HEATED SPACESt'INCLUDING THOSE FROM GARAGE INSTALLATIONS). SHOULD BE THERMALLY INSULATED EXCEPT THOSE INSTALLED BETWEEN WALLS OR N .4 OPACE NOT EXPOSED TC! OUTSIDE AIR. ' 1TRTER MOISTURE EHAUST DUCT SHALL NOT EXCEED A TOTAL. CF COMBINED HORIZONTAL AND VERT- ICAL EFFECTIVE l ENC. TH O°` 14• - 0' r3.11-!A50NR`° FIREPLACES SHOULD .- BE PROVIDED WiTH A TIGHTLY FITTING FLUE DAMPER AND READILY ACCESSIBLE MANUAL CONTROL. AN OUTSIDE SOURCE OF COMBUSTION AIR SHOULD BE o .OVIDED WITH A DUCT CF 4 SQ. INCHES MINIMUM AIWA AND REA- DI_Y OPERABLE DAMPER AS PER SECTION 402 OF THE WASHINGt(714 STATE VENTILATION CODE. REF. SEC. 3102. UBC. 10 W ATER HEATERS LOc N THE GARAGE OF UNHEATED FLOOR ARE TO BE INSTALLED CN NCCMPRE- SSIBLE INSULATION HOT AND COLD WATER HEATER PIPES IN THE GARAGE SHOULD BE INSULATED WITH MINIMUM R -3 'NSUL. WITH A FLAME SPREAD Ci: 15 OR L E99 T HE SHOWER SURROUNDS ARE TO 130 A SMOOTH, HA°D AND NON - ABSORBANT SURF NOT LESS IRAN 10' ABOVE THE DRAIN INLET 2 GYPSUM WALL IsoARD BACKING USED FOR TUB OF SHOWER ENCL- OSURES St- 4OtULD BE cF A WATER RESISITANT. MATERIAL. DO NOT INSTALL OvER VAPOR BARRIER ON WALLS OR ON THE CEILING 13)AIR DUCTS PASSING Ti-IROUGU GARAGE WALLS , i ..wry OR CIEING ARE TO BE NO. 26 GALvANISED STEEL WITH NO CPENNC-9 INTO TIE GARAGE 4J MORE TI-UAN I' B E NO BELOW THE TURESUOLD 1e )iNTERI- IEDIATE RAILS TO BE NO MORE THAN 4' APART les STAIR HANDRAILS AND HANDGRIP9 ARE TO HAVE 11 /4' TO 2' CROSS SECTIONALS AND RETURN TO WALL. (CONTINUOUS) 15/e• TYPE 'X' Gi11H UNDER ALL SAiR WELLS AND Dc LE LATER IF STRINGER SPACING IS MORE THAN I6'oc. 18 'IF WATER HEATER IS OvER 4• -0' J IN HEIGHT AND HAS A NON RIGID WATER CONNECTION. TI-3EN IT IS TO BE ANCHORED AND STRAPPED to RESIST EARTHQUAKE MOTICtf 19. WINDOW MANUFACTIJ R TO PRO- VIDE PORT HOLES N EACH WINDOW IN EACH HABITABLE_ ROC1 - I. ROC F l I_ 'ATTIC vENTiLAT!CN AS PER 15053 UB C. SEE vENTIL CALCULATIONS PROvIDED 2 'vENT CPENING9 SHALL BE COvERED WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS Or !/d SQ INCH DIMENSION 3 _ ;ROOF vALLETS TO NAVE CSAUGE GALVANIZED FLA5e -111 . 4 . SHINGLE NAILS BE GALvANIZED STAINLESS STEEL OR ALUMINtJ 1 AS PER TABLE I5 -B -2 5. COMPOSITION ROOF FASTENERS AS PER TABLE i>3 -B -I 6.,22'x30' ATTIC ACCESS TO BE PROVIDED FOR EACH SEPERATE ATTIC AREA WITH NO LESS THAN 30' FOR HEADROOM ATTIC ACCESS CR TO HAVE R -30 INSULATION '•11NiI J1 AND WEATHER STRIP/==r. HARDWARE TO r-'RCvtDE TAG' IT CLOSURE 1 TRUSSES TO BE DESIGNED AHD STAMPED BY A WASHINGrcN StAIE STR1JC tURAL ENGINEER CALCULATIONS ARP TO BE SUBM- ITTED FOR CODE COMPLIANCE PRIOR TO FABRICATION OR P-ER- MI T ISSUANCE. CUSiUM HOME DESIGN & STOCK PLANS TO REORDER PLANS 1- e00-84$ -5421 +B. APPROVED UA1011X4 To MP USED AT ALL CONNECTIONS OE RAPIERS, JAC!: OR HIP Tr-Issas TO THE MAN Cal 'DER TRUSS. TRUSS MANUFACTURER TO PRO- VIDE TYPE 9. WALLS SHOULD ®E HELD DOWN FROM THE TRUSS TO BOTTOM CI -LORD WtTi-4 AN APPR- OvED FASTENER TO iNSIIIE muss BOTTOM CHORD WILL NOT DEAR ON NON- BEARING WALL. gym? ROOF TO BE ANCHORED TO RE- SIST NET WIND UU tt_1=T LOADS. USE SIMPSON 'H' ANCHORS OR E{,UI VALENT. i ti. itfais5E5 WILL NOT 8E FIELD ALT- ERED WITHOUT PRIOR IgIJILDINd DEPARTMENT APPROVAL OF ENG- INEERING CALCULATIONS. 12. TRUSSES SHALL HAVE DETAILS AND DRAWINGS ON SITE FOR FIELD IN55PECTION, 13 • PROVIDE SCEENED BLOCKING OVER SUPPORTS id. SHADED ALAS a FRAME OVER - WITH 'bob RAFTERS • 24'07. UN.O FOUNDATION: I. GALvANIZE_D METAL FLA5I-1ING TO BE INSTALLED BETWEEN CONCRETE SLAB, AND WOOD MATERIAL AT EXTERIOR PORCHES AND LANDI TO RIM JOIST. 2. CONCRETE PIER PADS SHOULD - PROJECT AT LEAST 6' AIBOvE GROUND UNLESS PRESSURE TREATED MATERIALS ARE USED . PAPsR sHouL.D HAVE FLAME BPEAD T•HCk bI vI LcWb 8. 28 / -1.9ta OR LESS. FTECEIVED CITY OF TUKW ILA. D C / q Dc `1 COPYRIGHT© z O cn 0 cr Z 9 cc O U U in m ■ z c � d I Axj:j g SECTIONS: FALL EXPOSED NBUI, ATIPJ HATERAILS INCLUDING FAGIf1G h I t 1 a v . vAP'O SUCH AS !a E'sARJ�IEieS OR 4 Cl, / ,.. 2< A S' i. 1 W I ! 0 _ - 5 O .a Z �� s � o. LLJ k BI D i C*AM! DEMON. tIIC RESERye2I ALL LEGAL RIGHT! TO MATERIAL ON THIS SHEET - SUtUECT TO CRIMINAL PROSECUTION t NO S, 1 ALL STRAP I CLDp M$ 1144ALL ESE INSTALLED PIER MA IPACTURER'S SPECIPICATlON8. INCLUDING CORNER INSTALLATION . TWO HOLDOLNS CAN BE taeeD AT EACH CONNER TO MEET THE REGUi,"!ED LOAD. 2 ALTERNATE TYPES OF APPROVED HOLDOUNS CAN EtI :slim IN Mg. &TlRA 1451-r5 SUEINIIT DETAILS ROM Arise I -r AforEe2VAi_ QAN L AT FL�R C�YE AIUL SPACE °: 2x4 TOP PLATE HEADER! I ALT. BRACED WALL PANEL. (Pitr;ESCRetti'f'7.e I•Ib #IS10t4, 1 IM I f 2 STORY SIuIL.DIP(Cet1 s114.11.E1 ',leers; •node.. o"1 ro, ' !'15omet CCU Rat • I1M 1 1 - 2x STUDS NAIL SHEATHING TO EACH STUD ad NAILS PER TABLE 23.1.0 APA RATED WEANING 31S' MIN. 2 • 1.4 BLOCKING AT ANT PLTWOOD JOINT }404022. tam P U* L APPROVED MOCKED- END WOOD TO CONCRETE CONNECTORS WITIa Ia00° CAPACITY (MIND 2 1. PLATES • NAIL SHEATHING TO BACH PLATE CU) �'1 Dt.,. A.E. . - I2 EMI/EOMe r QUARTER POINT'S •seiwiett't • 4 Noe1G4 o1ER Hor.bt3tJN •'dW FA, rtAG[•;' 114 .4 ALL STRAP HOLDOYNS SHALL BE INSTALLED PER MANL•• `°;TUBER S SPECIPICATIONS, INCLUI'JW CORNER INSTALLATION . TIi : MOLDOUNS CAN BE USED AT EACH CORNER TO MEET Ti$ RECIUIREC LOAI? 2 ALTER)4ATE TYPES OP APPROVED HOLDOIWS CAN i3£ USAp IN PLACE OP STRIP HOLDOINS. SUBMIT DETAILS FOR , ?4 7C" ANEL AT FLOOR e'n' R PONY WALL ®.4E4cE AT CORNER # (doTI in.05TB OR (2) 2x ETUDE • MIN. 24' OC. V2' PLYWOOD tW Ed NAILS •3' OC. AT PM4JICL. ECeSnE.6 1'T°2IA - mi. ta/ 292." Bea' Mn l 3500• CAPACITY FLOOR TIE ANCHORS s 1• a v Di x15 "A8 W j --- (2) 2x PLATES 2. PT. SILL PLATE I PNHt222 Olt E.s;UA!_ 300• CAPACITY STRAP MOLDOUNS * ovEn NGLDG1.1I.1 ETA! L fraittil LAMM& fleGIXANT !ow 2.4 TOP PLATE HEADER F -NAIL SHEATHING TO HEADER AT 3' OC. SW. 2 - 2x STUDS NAIL SHEATHING TO EACH STUD Ed NAILS AT 3' DC ALL PLATES HEADERS a STUDS APA RATED SHEATHING 3r5' riN 24/O EXP. I 2 2.4 BLOCKING AT ANT PLYWOOD JOINT tJPAND22 OR. EES2LLA.L APPROVED HOOKED •END WOOD TO CONCRETE CONNECTORS turt- 3500° CAPACITY (MIN i NOTE, FOR USE IN GARAGE END WALLS AS int-SOWS. IF A FLOOR INTERVENES BETWEEN FOUNDATION AND BRACED PANEL, THE PLYWOOD SHALL OVERLAP THE RIM JOIST AND SILL PLATE. PROVIDE HOLDOWE, BOLTS AND PLYWOOD NAIL! AS 544OIL14. P USED ABOVE PONT WALL USE DETAIL P"}. n rlywoodr(1sn 311 ' *Cal ' n own e• one Neel C GM•11 . 1/2" r /' r 1' _ Iwo Ace! I) SIrucittal Panel Siding VI" r /'.i ' A t I. BRACING PANEL SCflFII(II.E 64 nen 6" o e (edges) I 2" o e. (glad) Sd cooler n,lif of wakbo *rd tut!! 7" o.c. Sd toetedwdlboas I n u n 11" e.IhrouShoul Caro of n reninI ed 6d nett! It 6d o e. (edge') NdAng Id nt 6' o e ( (dget) I2" o c (field) Dloeklug tegrlrtd in ell edges One ,toty alt braced penal )rt" e 2'1" n 10• on lire Two story III Hosed pone! )(1' I 2 / it 10' on leer rlywood ot ('SI1 (two Cite') 3 - 2. PLATES - NAIL 5HEATI TO EACH PLATE U2' pIA. A. • •1• IMISEDMENT.4/ ; / .v1 t,�a x'2-• 1.1,tFT lF c CONTINUOUS FOOTING OR SLAB EDGE 2 anchor bolts placed et gouts• polo jlaidewnf - 11001st each end Nailing Id .1 6' o c (edges) 12 o c- (Oeld) Blocking required IS al edge' anchor bogie placed et lint, points IITidownl - 31X X}0 Inch end -- EXTEND EXTEND HEALER TO CCCINER N-- in' PLYWOOD U1/ Ed NAILS • 1' OC 4x POSTS OR (2/ 2x STUDS BLOCKING = ��vlcvvv - _ JOINTS cvert (ie• Nol en fleeced ,salt panel tole plates nelled to flea end top pulse shell be enclosed to pre above ' 1 \Tae Jo!si, ut perpendicutet In Noted win lines, pt ovlde bloeking under and In line with braced will Panel! 0 1(11 '6,i,1 f T �rxr_+s• \1 i � '�I- IE,4GER SPLICE \� A 7x4 TOP PLATE i , -- -- I5ADER / . HEADER P!. PLI.f 1200• CAPACiTT STRAP TIE AT' eatIt72x-.1 E \ - 3/S' PLYWOOD W/ tai NABS \ • 3' OC. AT• PA•n!'EL. ltDrG' - -- 4te POSTS erne (2) ate ETUDE -- 3x EiLOCKI • PLYWOOD JOINTS NAIL SHEATHING TO I- (FADER AT 3 DC ea d - 2 - 2n STUDS NAIL SHEATI.i1NO TO EACH STUD - - Ed N-tiL ? AT 3 DC ALL PLATES. HEALERS a STUDS APA RATED SHEATHING 3 315 • MIN 24/0 ExP. I 2 2.4 MOCKING AT ANT PLYWOOD JOINT 1 GiZ EG2(y t_ APPROVED I D -END WOOD TO CONCRETE CCPl4ECTORS WITH 2400° CAPACITY MK) ) -2 - 2x PLATES - NAIL SHEATWWNdo TO EACH PLATE CONTTJI US FOOTING OR SLAB EDGE NOTE,, FOR USE IN GARAGE END WALLS AS 51401115. IF A FLOOR INTERVENES BETWEEN FOUNDATION AND BRACED PANEL, T1-11E PLYWOOD SHALL OVERLAP Ti•iE RIM JOIST AND BILL PLATE. PROVIDE 4rXD NiS, BOLTS AND PLYWOOD NAIL 11.• AS SHCu.N IF USED ABOVE PONT WALL USE DETAIL ar-T RECEIVED OITY OF TUI(WILA et I