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HomeMy WebLinkAboutPermit D02-179 - DOAK HOMES INC - LOT 4 NEW SINGLE FAMILY RESIDENCED02-179 DOAK HOMES INC. LOT 4 12214 43rd Ave. So. ` .— — - _. - - _r • - - • 4 04),!...,A, os‘ . _-----,, -,--- ) 11, - ••• Tl06 C it y o f 1 uk 11 iukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT . Z i- z Parcel No.: 0179000245 Permit Number: D02-179 cc m W : ...... zw.�... ,_.... -.,..A .... ,_., . ...... ....= .tiv.w.......,... 6:..:.a.......,.....,.. u. . •.....,...,.. .,.. .. .�_ .. .. ...... .... .. .,,... ......,__.......-. ,.,..„........... «., ,..r..+...++w�i«.awMMfCRtr LS" ,. , , ■ t , .– — -- , - ` . • a , ,:: Cit of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 } Z Permit Center Authorized Signature:_ �s.„ Date: /Q -2F`O? Z ---- . -..'. t r rte-- -- — . - - r ' - . 12: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 13: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code } { and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. , � == s 14: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 62 15: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). "''4" •''' 16: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 17: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * * *�? 18: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of ' "F ,, ;, ., ° work at least 24 hours in advance.r'i� 19: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to, , :14, 4 ' the Inspector for 0,3 prior approval. t ;j ;:,t .� 20: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be mom a ' t underground from the point of t .. s° ; ih doc: Conditions D02 -179 Printed: 10 -29 -2002 sue ... >.,r..'. .swrt.wew ..."ua,. :...,..:.r.:.:uNi.. 'i i:w...." > }::; mwiwwrrv•mx'w ,.. .. .;,:. -.. . ... b — . I, J i— J .- — __ , - -. _ . \. —. ,_. ....... ..... ....... ........ I:i.: 4,.. 1:i:L.,:iw:3:..s.u i:i.1.I:SL;u.ss.:.' t.....n....r.n'.::x i . L r..r. +r*..r•rar.n.. ... —.. .. . .. .. .. . . . .. ....... .......+....x..,.l...,...,..._ ...... ....,...x..,.. w..w..+.rr *.xM ... - .- - r • - . , i r . _, - , — 4J�W+ '�s' CITY OF TU 'WILA z ;�')'( V ,�EOR STAFF USE ONLY 6 /• 4 0 o Permit Center Project Number: Si = 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 �A Zell k f s V (206) 431 - 3670 Permit Number: )/ Single - Family Residential Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. . Project Name/Tenant: Value of Construction: Site Address: City State /Zip: Tax P rcel Number: /z 2 r t31 5, 0 /J (lce � ',2'Y Property Owner: Phone: /4 1 1 c :z, , -2 old - ‘ -g-7 Street Address: / � City State /Zip: Fax #: 1/9/7 Li 3 r--f' /i- c C , qg / `fi 5 "Olt- L r Contractor: Phone: 1 /-pe 2 E , c cio-- - r 5 v �' �d 1. e Street Address: ` City State /Zip: Fax #: T/ 9 l 7- G/ 3 " the f 9 k* ///‘ 5 LLe- Architect: `, / - Phone: C7 d / tP / etii. , 5/O 2 Street Address: p City State /Zip: Fax #: f� Engineer: 4 / n ' _ Phone: ' Street Address: , �- City State /Zip: Fax #: Z fT�;aZi,414.. �' pig- 0 = z r Contact Per / �e, -k c Phone. c ''�/ �- 7 2— re Street Address: City State /Zip: Fax #: U O 1917 '-- £ /e f& S ?.tf; 9 ,q/ y+l -2 "-- X tn CO W ■ Description of work to be done: C �� � -J H • W Type of work: e grNew Single - Family Residence ❑ Addition - Single - Family Residence Interior Remodel- Single-Family Residence ❑ Re sidential Accessory Structure* ❑ g y ry u_ j ❑ Remodel /Addition to Accessory Structure El Garage(s) _ 0 ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof f - _ . Z F. Is this site served by: L9, Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) F -, O Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) W W sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck U p - Proposed New Square Footage: /rj 9Q sq. ft. Dwelling sq. ft. Covered Deck(s) 4_/ / 6 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) g sq. ft. Uncovered Deck w W Floor Area Ratio: (total floor area of all structures divided by the area of the lot) ©r 7 ~ H w 0 *For an Accessory dwelling, provide the following: Z (ii :Lb0 Lot area 0.. l t 5 Floor area of principal dwelling 0 Floor area of accessory dwelling v l= - * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. 0 Z APPLICANT REQUEST FOR PUBLIC WORKS.SITE/CIVIL PLAN REVIEW OF THE, FOLLOWING: (Additional reviews shalhbe•:determined by the Public Works •Department) , _ . Water Meter /Permanent # I P iie ?s): ' ' � 4)0 -I* ❑ Water Meter Temp # Size(s): Est. quan V. ga Schedule: - Miscellaneous UtJ -'O Ol t9OWde z a.v.!,x ; tcip- r; 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. ow vim 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 1P....1 written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall t um be extended more than once. ', . ,. Date application accepted: Date application expires: Application taken by: (initials) J I MEN VIM £_ a W-02_ 12- Z Y-- _ £'lam — PLEASE SIGN BACK OF APPLICATION FORM jl:, SFPERMIT.DOC 2/13/97 l r _ 11011 . i. :' KR" mxw..-.... a+. rw1s4M3r .MNry:wr +.er:M'xrrarnthraio»t iyrw raT;as:....evart ! rn..:,n ^..w : awr... ,..n..,.,.o...•- ..aw..v +.+, .... ..... +•.......... ........ ..y�1y�f,rm+x ..o ... r. •.f. +,......,..,. ..,.,. .., ._. i.. iO .,.T{'n.v. .erttrn:r.. .+;er.rtr, +✓., ALL SINGLE - FAMILY RESIDENTI PERMIT APPLICATIONS MUST BE • BMITTED WITH THE FOLLOWING: ➢ DRAWINGS PREPARED BY • ,aEGISTERED ARCHITECT OR PROs ..3SIONAL ENGINEER MAY BE RROUIRED !AY � � IiG 'BUILDING OFFICIAL ➢ ALL t�R A 111�I FiG3 ' 5I ALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. I w 7. Parking plan. CL 8. Lowest building elevation (if in Flood Control Zone). _J v 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. co o 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. c 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). w O 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the 2 high water mark. _, 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form "- H-9). = a � w CI ❑ Foundation plan and details z ❑ ❑ Floor plan z o ❑ ❑ Roof plan g in in Building elevations (all views) n ❑ ❑ Building height o ❑ ❑ Building cross - section H v ❑ ❑ Structural framing plans and details necessary to completely describe construction u_ ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available v z at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. �. ❑ O ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, z 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 P ._ , j I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF t ilia PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: !\ Signature:' " y Date: . . Print name: Phone: Fax #: om- Address: City /State /Zip: ip . MEI MINIP SFPERMIT.DOC 2/13/97 1 U I! m. Ass all. wr . , Payment Check 2442 15,364.75 Z LJ.I HF - = 0 • ACCOUNT ITEM LIST: Description Account Code . Current Pmts BUILDING - RES 000/322.100 1,374.55 k- .' INSP FEE - SME /SSS 402/342.400 20.00 INSP FEE - STORM DRAIN 412/342.400 15.00 INSP FEE - UTILITY 000/342.400 15.00 LAND ALTERING PERMIT FEE 000/322.100 37.00 LAND ALTERING PLAN CHECK 000/345.830 23.50 PLAN CHECK - NONRES 000/345.830 - 893.46 PLAN CHECK - RES 000/345.830 893.46 PLAN CHECK - UTILITY 000/345.830 20.00 PLAN CHECK - WATER METER 000/345.830 10.00 ,. - SEWER ASSESS - ALLENTOWN 402/379.004 8,733.60 tap r. STATE BUILDING SURCHARGE 000/386.904 4.50 4 WATER ASSESS - ALLENTOWN 401/379.004 4,761.60 ia; ` WATER CONNECTION 401/379.002 60.00 +�: WATER INSPECTION FEE 401/342.400 15.00 j; ',�; '*., WATER INSTALLATION (DEP) 401/386.520 250.00 c,' '4 itti7' . WATER TURN -ON FEE 401/343.405 25.00 s`.- F) A i iii, J k !•4,} .( i Total: 15,364.75 `" r 4y .d h l r = m doc: Receipt 205 10/30 9716 TOTAL ,524WPMed: 10 -29 -2002 =� e . ;; .. .. , - .- ' - -‘..e. -- ‘7 . , J • .... ) 4e mA ■. ,, . 41;1?. i 1 litie City of 1 ukwila Me i 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 < • RECEIPT , x II— u l re 2 6 m Parcel No.: 0179000245 Permit Number: D02-179 c.) o Address: Status: PENDING co 0 Suite No: Applied Date: 06/24/2002 u) W MI i Applicant: DOAK HOMES - LOT 4 Issue Date: —II— u) u. , — u j 0 Receipt No.: R020000856 Payment Amount: 893.46 2 g 5 u. a D Initials: SKS Payment Date: 06/24/2002 03:45 PM I — User ID: 1165 • Balance: $1,379.05 I I Z 1— 1 1-0 Z 1— Payee: DOAK HOMES al u j 2 M I n 0 TRANSACTION LIST: 0 — O I-- — Type Method Description W w 1 Amount I o I— Payment Check 1856 893.46 L I 0 "; 1 Z Luo Lo F., I O /—, • ACCOUNT ITEM LIST: 1 Description Account Code i 1 Current Pmts 1 PLAN CHECK - NONRES 000/345.830 893.46 i ■ ; Total: 893.46 . 1 • . i . 1 - - . , A=*tal, 1„).0..iwt.ap ) PrIWTO 0}4, , olt l it,,,I4 : :::;!*:1 Pftert, --,. ,..,, T7 1 .IT(: - !: c-17;,;..; i"ie.'1 ,, -77 - x- mr doc: Receipt Printed: 06-24-2002 . i , i . - -i/- -s i :+ 1 PERMIT NO.: 002'.. /71 TENANT NAME: bOHA HOMMS Lo 7 BUILDING PERMITS INSPECTIONS CONDITIONS ❑ I Progress Inspection Status • 10001 No changes will be made to the plans unless approved ❑ 2 Pre - construction by the Engineer and the Tukwila Building Division ❑ 3 Investigation S 10002 Plumbing permits shall be obtained through King Co Z ❑ 4 OK to Occupy 11 10003 Electrical permits obtained through L & I Z ❑ 5 Remove Stop Work Order 10004 All mechanical work shall be under separate permit ' I z ❑ 6 Follow -up • 10005 All permits, insp records & approved plans available rL W 10006 All structural concrete shall be special inspected m ❑ 7 Pre-Move Inspection ❑ ected p p ❑ 50 WSEC Residential ❑ 10007 All structural welding shall be done by WABO certified J U ❑ 60 WA Ventilation/Indoor AQC inspector C.) 0 ❑ 70 NLEA Inspection /Modular Struct ❑ 1 0008 All high- strength bolting shall he special inspected to 0 10009 Bolts installed in concrete shall be special inspected CO W ❑ 71 Mobile Home Tie Down Insp ❑ p p W ❑ 72 Marriage Lines ❑ 10010 When special inspection is required...notify Tukwila -J F. ❑ 90 Resteel Building Division U) LL 0 ❑ 95 Footing Drains ❑ 1001 I The special inspector shall submit a final signed report 100 Foundation Footings ❑ 1 0012 Any new ceiling grid and light ht fixture installation • 200 Foundation Walls ❑ 10013 Partition walls attached to ceiling grid le Q U 250 Foundation Insulation ❑ 10014 Readily accessible access to roof mounted equipment P ❑ 300 Concrete Slab /Slab Insulation • 10015 Engineered truss drawings & calcs shall be on site N C'/ 350 Crawl Space 111 10016 Any exposed insulation backing material shall have H W 400 Shear Wall Nailing ❑ 10017 Subgrade preparation including drainage, excavation Z H 450 Plywood Wall Sheathing ❑ 10018 A statement from the roofing contractor verifying fire H O S 500 Roof Sheathing Nailing retardant class of roof Z 1— 525 Plywood Deck Nailing 11 10019 All construction to be done in conformance w /approved 2 ui ❑ 550 Exterior Wall Sheathing plans D CI ❑ 600 Masonry Chimney U ❑ 610 Chimney Installation/All Types . ❑ 10020 Structural observation shall be provided for this project 0 , a 700 Framing ❑ 10021 All food preparation establishments must have King Co w 11 750 Roof /Ceiling Insulation I:1 10022 Fire retardant treated wood shall have flame spread of I U 800 Floor Insulation • 10023 Notify Building Division prior to placing any concrete I— E- 801 Wall Insulation ❑ 10024 All spray applied fireproofing shall be special inspected " 0 ❑ 802 Exterior Roof Insulation ❑ 10025 All wood to remain in placed concrete shall be treated uj Z 803 Glazing Inspection ❑ 10026 All structural masonry shall be special inspected U_ ❑ 815 Lighting and Controls • 10027 Validity of Permit 1• ❑ 900 Suspended Ceiling ❑ 10028 Rack storage requires separate permit 0 • 1000 Interior Wallboard Fastening ❑ 1001 Exterior Wallboard Fastening • 10030 No occupancy of building until final insp by Bldg Div ❑ 111d, Pre -Move Inspection ❑ 10031 Comply with requirements ofTMC 16.04 ❑ 1 115 Motor Inspection ❑ 10032 Remove all weeds, concrete, stone foundations, flat ❑ 1 120 Pre -Demo concrete t ❑ 1140 Pre- reroof ❑ 10034 Removal of septic tanks require approval and ❑ 1400 Final -Fire compliance with King Co Health Dept. • 1700 Final- Building ❑ 10035 Contact PW Div to obtain insp for water /sewer connect ❑ 1900 Final - Reroof ❑ 10036 Manufacturers installation instructions required on site . ❑ 3100 Site Visit ❑ 4000 Special - Concrete ❑ 10038 A C of O will be required for this permit ❑ 4001 Special -Bolts in Concrete ❑ 10039 Final approval for all TI w /in the limits of the SC Mall ❑ 4001 Special - Mom/Resist Conc Frame ❑ 4003 Special -Reinf Steel Prestress ❑ 10040 All construction noise to be in compliance with 82 TMC ❑ 4004 Special - Welding 11 10041 Ventilation is required for all new rooms & spaces ar - ---L, , ;1 : :6, ❑ 4005 Special- High - Strength Bolting t. 1004 Fuel burning app liances . ❑ 4006 ' Special- Structural Masonry g ❑ 4007 Special - Reinf Gypsum Concrete 10043 Appliances, which generate 10044 Water heater shall be anchored =', 0 4008 S ecial- Insulating Conc Fill .. t - r : ; ❑ P g ❑ t wi a 4009 Special -Spray Fireproofing 10045 Reroof ❑ 4010 Special- Piling, Piers, Caissons ❑ "Anchoring — All new construct and substantial 0 401 I Special-Shotcrete improvement shall be anchored to prevent flotation" 1 k.�, ❑ 401 Special- Grading, Excav /Fill i ;; ❑ 4013 Special- Retaining Wall «* ❑ 4014 Special - Panels Plan Reviewer: Date: � '�pti ':: s: ,:, i ',ja S}�a ,t ,: � " t' t. . I = s1 ❑ 4015 Special -Smoke Control System 4e' "A 41 1 , Y t ■ /� Permit Tech: Date: ' (` 6 ' 0 4i4 4 ,.. : ..j. . V..:.. .. .. ..., r. .i . 1 .. . n.a._ra..il�.al.tfLr,f. +r.ar..,....,..- .,. -,..r ...w .......... •..r . .. � _ ... .. .. ..e... a- ..+.i..nMACNtlMNYaT7� >Qu`AC �. rwmyw..n.rxws.r�. »+rr ,..vn..nlv++wrrwwr� .rc. i . . S R eipt No.: Date: '.s t „ r J.' �� Y' ,, ,Yh ,f.,3.,,,,1.:riY.`h {F' 4f,IXi }'w5fiV•li:., ^.'..::t: Sirla l ;1 ,4,.4':' 43 , .43.3 , ,1 Z W :Cc.1,5 LA1 '5SS' SI) t„.r...^ Y _1 o ; INSPECTION RECORD COW r' D ot- 1 7 q J al = Retain a copy with permit INSPECTION NO. PERMIT NO. O ' , CITY OF TUKWILA BUILDING DIVISION ',,, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g 5 Project: � � domes Type of Inspection: � � I. j O0 aI — a I = w ., Address: Date Called: 5 -23 -03 ? 122 14 1 43ra Ave S Special Instructions: 4 { Date Wanted: 5 2� alai; . L. —- 03 p.m. W W a Requester: U D V arryl Do . Phone No — -. o Z 6- 372 -2.28 0 a 1- ?' " El Approved per applicable codes. El Corrections required prior to ap u ~ „ H %„' t COMMENTS: Z W N jY . U _ F- 2 :coy 5 f ?7fU -R t 0 • z s S 1/4k " 1 i. J I j F''r . ';.. 0 4) i r. _ f'F i Pij r� i 45i 5 317 ∎ FL A 6 t�v�(i� r p1, .1 • . >' -':� F �,. JJJ Inspector: � / Date: � L ��� _ V y 4 t, o - i ri f $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, f must be ,.. .�, paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. '-- Receipt No.: Date: , ?r F1' , /11 ‘7,,:C 4. ,,PLS . : seit .: -1:-A% _ • ` .` ;_ ,..+.s „,%.,.L;,. _ • • - ..:ard.!:a,>:.,, %rrvd t,:?.7:..+,r, ;:,,, , 4,i^_1'w u,, iin`h-7 ,+!'9 ?Z i ; l A • i Z ~ W re - J U . INSPECTION RECORD p erm • 0 I / J w � ' Retain a co with it ' _ INSPECTION NO. PER • V) u_ o,.� ' � W CITY OF TUKWILA BUILDING DIVISION ti 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20•)431 -3670 • g LL Q P�ject: R7704.4 ^�� of'Igson: N a �J �, � r Type ( i pecti Call , 1 �onf ; A- = W Address: Date Ca lled: H W \, �3 4Q1 S • -f /, (73 ? �- I Special Instruct ons: Date Wanted: amJ Z O p•m• W W 1 C -o l ' Request • 2 D .21 _ UO 0 IF- Phone / No: - , ai lk.e9-6( Ce [(,. ')— � 0 WW / HU ' Approved per applicable codes. E3 Corrections required prior to approval. LL COMMENTS: lit z UW o H- • z N " r. ,- = 0.,ri: ; �� r =; f Inspector: n (� P AAA Date: 5 _ ` )-� a , 4 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 10 .0 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. j , Receipt No.: Date: , V' Jf ,t,• 7 •, r n„f« rv ' i4 1Z': r. T. rtsf+: .S: , 4l4ii1; a . ' ,Z1' vW':.� 3 t;wwn'�S 704. " .. '.7 .. • "..... . . ,,.. � � � . r . ��: 'Y.:.v �•1'.9as�w'. � \:'� � rzv 'z :' S; �. w ..a ^`.<titi°riri :�� .r4�r�'kdn "9%: +,iPiri.n..eer4 0: )1 i �'�n, t • Z IF- Z Ili w U U 0 } INSPECTION RECORD , /7 w = co 0 Reta a copy with permit -J 1- INSPECTION NO. PERMIT NO. Cl) j CITY OF TUKWILA BUILDING DIVISION w o 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 }} g J Project: Type of Inspection: u- ?. TI) K riii°s- k>f I/ Cc/ /GU ff) P u) D Add Date Called: I- w /»iy y3 ae s c 1 o�Io.3 Z1 Special Instructions: Date Wanted: a.m Z 0. i 16Pec b5 /ac) . w 'P • Request � ` _ LU MI i . � Cf t Ir (�( _b�-C D 0 C U &.t /1' Phone No: O N , o?U - --/ - : ° ~ El Approved per applicable codes. El Corrections required prior to approval F' 4 COMMENTS: ill Z ' c.s S`76/) k flO4 c&klitui, Z , ‘. 1 . kiii4 5 4ve-P-i ,„ fiol A-(2-6.9 i erfl W , 5/ / a.- /P•g a - 72) UA1,7S -.X.l pp i 9.. . '„ c T � Inspector: Date R X l .:p t { :! t;u aY $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ry ,n paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins ection. W. . ' `a, Receipt Na.: Date: p r i r tt — {' , G; 1.v w:c': • • ••. .1 YvW∎ #zk,. ),p; . ,,a . ...ai %44.- , 'I.., '+•`'r 1FP . 1 4 • , - . ..-"--- ' _ , . - N.., ' 16 411 SJciik.04e pi•Qv , i 'ei tm 3-. 0,6 c • , p...„ w..... " 1 , ku.,.... . 1 . . , i gai 14 IOW V, 4 . :11 . z - f te-4-1 r i WW . Inspector: 4\j Date: 0 t403 : 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be • paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Er . Receipt No.: Date: . . 1744 s 4' c. -c *, - -.7. • • / '' , . , . , ■ , , ,:.....;.:......, .,... 7.,......: ■ s •; *, • ' _� __ , ,, • Z \ J-Z Q U (/) CI ;` INSPECTION RECORD w = ADZ - I I I Retain a copy with permit N ' INSPECTION NO. PERMIT NO. LL w O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g Q Project: D OA D �S Type of Inspection: S h CO d U = Address: Da te Called: _ s" : 122.1 3rd Ave S y - 10 — 03 � � Irma 1-0 . Special Instructions:. Date Wanted: ; e p.m. W aj •. Requester: D s' � arryl a. Ia+E r�.; U Phone No: ��0 O F �5: 06- 372. -- 2, W ~ W , ' ❑ Approved per applicable codes. 0 Corrections required prior to approval. W_ ~ COMMENTS: Z . U= e p 1 r v, ■ .6... 14 /1 0 ) 'D C -N.,,,,p 9„,„.. c--L,A,,,, A \,,,i, , , . 4 e--:. c-:_, . k.......) , „,--,,,,,,,., ,., .,..1 h..7.,,.....,......k 1.--,p 7) w j ! I' �)''" L' . k ' i i e? I` � ' u ' t I. '' Inspector: Date: { ::: i. ; . . L I/ I lid" 3 4� ,'S. .YI� 4 6 *`241 El X47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be � �::�� ?r;.,.��� paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IT^ I . Receipt No.: Date: =`f; `t ati r s r , "• ?. ( , Retain a copy with permit CO = I NSPECTION NO. PERMIT NO. N CITY OF TUKWILA BUILDING DIVISION W 0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 Project: Doa Homes Ty pe. of Inspection: 5 D a w ? . j Address f� j � rcl Av e Date Called: q - / +03 = W Special Instructions: Date Wanted: ii S - D3 a.m. Z �.. 0 C6 m 9 Z o Requester: l D L W ! arr 1 Doa K > U Phone No: f N 2o6_3 -22SO E WW El Approved per applicable codes. 0 Corrections required prior to approval. H U " :' COMMENTS: I� 0. W V N r_ H1. S 4 -tz C.- LAA rtAM*Li.to....q , x C - c. 4., I „,„...zr, 1 . t .∎n.1► I S (,..)/ lni(C.. 1 • '','. . - Fctth p-Q4 eke a t , _ A'3 t 4 .. Ti , ,, . 1. ty Inspector: 6v Date: 4 ' ,.: k L il t $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ;0 " Receipt No.: Date: ` n' i4 a i -1P4 5, 7 . 4 ' ..' UCt; 4:['0. 4;l Ara • / feu . k1, f . , Y, , '''t 14 - A. , •; i • . 1 , - -- - - • . Z S Z re U .4 1 - , . • Z F ~ Q W r N D INSPECTION RECORD _ q w = Re t ain a copy with permit � �' � + N ~ r INSPECTION NO. PERMIT NO. V- CITY OF TUKWILA BUILDING DIVISION S 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Addr s� J � Date Called: � 3 ! � � ' - W 1 N- R Si , l / 3 Z Special Instructions: Date Wanted: a.m. ///t p.m. WW Requester: 2 D UCUM.A..? V 0 Phone No: CO CI I— W W ' H 0 Approved per applicable codes. El Corrections required prior to approval. 0 5 �,,�COMMENTS: w Z J " U to " IAN' ) r 1 10 1 7 4 4(coto--+Ayv -. 1■ Zp osA. `?) ll t pAtt_44z n�6r 2 (c st , w f S�a�,ce.. I (Si t�1 C A ./ .�4 L) A..r4 CEO.- 5 , . .6j k ` 4.4 b . Jp; HMO i J ` u\ +Hln(�,.�nn t4-t _L AI ST � . f 11 c cli 1 S f Lt 6 (. t0 '&s ok ( (jyrf/.."1 sh" r titrhiL ,,,...1,1 r ,� 3 -� lA,t r te ' s. 3 .,,, , t y +• b -6 c 6 r '. ' ' t 64 , ,, r 0 J 4 � { , v(- 11 . , Y t % 14. ] • F . . y'._* ' F. 1¢ 1: . Inn ; • %Znp.`^r, is Inspector: f Date: / I / i' ; l u L ? ft cl , t �, , , . F HN 1 fit,, y � ''' $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be { ;* 4 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , Receipt No.: Date:, .., .. tt.., •a.C''S!�,y�f� apt'' '.i'xf:• t.it'', :'r. i: ,::f . -+l .. Wad 1 .. t�� "..' .F..SAt...1LI1•.tc.. ».nr. %:1'. ,..t.. -. ri. At er, rt::� ==si: � ��° -. ;e. r , � + v t,:i .N allill■iiiirmillrommallorallirrimormommolor d "et�t..5f 5:xx;: �ilalB:�+ia;liir.�:,i- lkR.e 4•t' .. 'ti,`vK'l.�f i . S: i+�rv�; Jr.�v % . - 1...r.r .., .. ,\ 1 - • - '..6.111 Z 1- Z IX 2 ui 6 = 0 _ INSPECTION RECORD w 0 I 0 Retain a copy with permit it 0 O'' - 1 ,es co_ i ,_ INSPECTION NO. PE • , I NI*. —I 1..... U) u_ CITY OF TUKWILA BUILDING DIVISION . rib . uj 0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431-3670 2 ?- g 5 P ' Ct: T In u. < 114es-1f 1 42A-1 .6 f WA- CO M A e -, ,... j ypekof pection: Date Called ..L. LT_ M). -S . I Z F.- pecia lnstru tions: Date Wanted: I— Z 1 Irpril Requester: ) o LLI ID 1, C 2 D M CI 0 .. "hne,No_l_ aro c " LLI 2.1 IA Approved per applicable codes. El Corrections required prior to approval. J. 0 l''' t- LL 1— COMMENTS: , Z . - um ,,,, .... , , w 0 , 1 A YN A , ,.. k Ck.) 1 ( app 4,A 4 1 - - .,_ , ,..., . , z FritiLe ., . , k ' . , . 1 i / - l t I 'Alp .., linspe o • Date: i i 1 .e1,1--.. .._ i 3 1/0 . S ., .00 REINSPECTION EE REQUIRED. ior to inspection, fee must be • :id at 6300 Southcenter Blvd., Suite 10 . Call to schedule reinspection. VIVtfzt.uai" Receipt No.: Date: CI:Mk ,c' iciA EWA .1 1 ,...., g;'—.1 r"'- ',-, . ,'''- -1 .' 4f' L-_ -, . .7.1._ ../1;i---1 " *".4 i: ul-.. -,!:.2i ....,c,; .'-' ,—.. --- , , L ' ,ivi , ,k, Ao.:d*alkiiiierki,;,,,,,, ; . . \ - % . - '' .4 r - - , 71 ...., ) Z < • 1.- Z Ill 6 5 ; :::, ;.._;: . • , : .,, , ■ ,.. ^-7,7"-err77-7,-ri,77-7.-7.77,-,---) —1 C.) I 00 CO 0 INSPECTION RECORD t)c) # Retain a copy with permit D - I ci LI.1 i -J !— INSPECTION NO. PERMITip ‘ • U) u. ui 0 CITY OF TUKWILA BUILDING DIVISION ',/h . 2 ?- . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 g 5 u. a ct: a d ( 1400,thia Li Type of In ecti W P all/LiAq — 0 I . Address: ., a 143 , f. S. 7 Date Calle : .... L116 a .A / A . i z .... Special Instructions Date Date Wanted: , Z F- 3 I2S /03 *rn' ILI ui 2 n RequesterD . D p 0 — Og , Ill u j : 1 0 Approved per applicable codes. r orrections required prior to approval. L I 5 COMMENTS: . ., Z .:, til U , : . ctrcl kv-t i N — A pr r CAI ei 0 • z e : !: 1 (..... ' 4-- WC( I -- Ite . .&..L4 t ich" — oPpktitted , . s s Il C 7 inotr --- 1.„,c u1 6,4 10, - (o1 H 49(4 i 0) _u_ J 4,, ri6t r a 7 ,a. ‘ KW icr4 i 01i - ,., . VAl.) SA \oe t K C 0 v -- \ -- 1 , r p‘ 11 4." k . Ok4 0 r njori■j Ci e■ot k 1r . 't ir t kiii-ti\ U. lv e (,) sit( v r‘( i c 1 1 to _ Ol 4e) 6 tr. (A )(34 I \An t) se .„7.,..1 . .,.. ?.. "t `q"Vi (.) .A IA )14 L L . Co AcrZA Gt , •1- I 4 '. • 3 1 •;; , • c m.bii :: g Inspector: ...--, 'r" --- ,,(piAne‘ i i,... Date: 1 ftql t At 7 Lt El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 1, ;wog :010%/4 ,i paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ‘ I Receipt No.: Date: t" Mil 1 . ir: .:;,...4.,,.....e, .-:_..2, , ,,,.., ,.Z,..., %, - .f ;,.; i 4 . , -,, x: .,: . i ',. ,., , ,.: .■ t ; s - h. ). . Ai,f,,,,K.,,,, i , id .n.",W , ,,..alfk .C,:e.titi4,f 4 , i 1.ii 1 • Z • •H W Et .q U O I ?. INSPECTION RECORD cco w .: Retain a copy with permit G U) u_ INSPECTION NO. PERMIT N w O CITY OF TUKWILA BUILDING DIVISION !•�, A • . ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20.)4 1 -3670 t u. Q 1bc et : ci. AQ \ — LGf LI vvl Type of Inspection: {Lei 1 r l H _ `-1 . 4.v _S JCE S ecial Instructions: Date Want z O P j --- L l/ t Q 3 a .m. W Requester ` ? 0 Phone N R 0 N ; o — — ) =W U Approved per applicable codes. corrections required prior to approval. LL O COMMENTS: • • Z 1 _ l a ves qv \A .-- -e \ v v►�A;�.. - O� ` Z • IAA r�ls^.t► � �1. . \ i l E ' , . , t fi :M^ 1 ,'; i i '.; , ------ (11.vt l it, 1 Inspector: Date: ' j <R p ;—,1-L-1-05 1 - 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ,Wbve:: .n ` ; }0 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. =: <:- Receipt No.: Date: .,, , ,1:;'s -. + teNt-:..ri.ss,. i,i; ti.i.4354:'::A.:aC4::4'. '.ii?r,t4,x• ± ... ... .. .. . ; *• . K, g" .aori,daa,,rvcy; ; rr fis< vzrc: xi0. stifa,v- ./. >1i }. ^Sm. i I l - — -- . -- - Z 1Z re 6 W • ",.—. - -- .. �_..__.. -.,. . __.. ^ter+• -•.— V 0 CO 0 INSPECTION RECORD w = Mg` i 7 Retain a copy with permit LL INSPE ION NO. PERMIT NO 4 4 ; . W 0 CITY OF TUKWILA BUILDING DIVISION a � a , s ...., - ,- , - z a • I— z ta re .c 6 5 _1 o (..) 0 co 0 , INSPECTION RECORD La I –J I— Retain a copy with permit 6.17- 17 INSPECTION NO. PERMIT NO.' 0 W CITY OF TUKWILA BUILDING DIVISION g --- 3 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 u. Projec,t: , Type of Inspection: n W ci /A iiiit'., tilft;tid , I 1 ._ w Address: Date Called: . i , 0 Z — I 1 III 9 g 3/ti (Ate 4 51 0/63 : I I— Special Instructions: Date Wanted: • a.m. Z 1— tit i f W w P.m. _ 2 D, . , Requester: Ir if Phone No: 0 . W w I o li-- :— r s: : ' 0 Approved per applicable codes. 0 Corrections required prior to approval. " U. r ...: O COMMENTS: ILI W 0 le P .1 -,, .: 0' • Z , Wie ? 1 11 1 ) (6 ,A c5-A i 6 l i. 4: ` )4. (' CAW.: -it -4 1. ..,,,, 4 y.) L-4, VIA e C kA.. ( A 4 1 i `'-- ) V) C a Lai ti 1 1\ Ai Ov4- c , < . I • '1 t 1. , 41 0,A..., 0:4 (N "f ' . .,11 ir 1 \PV.... S(...ci,e....44,t_ (i (A - 1 I I 6-0 11--C-1 C I. `, ) 1 :tA. \A,A.. I 144 i i,,c.; vt t"..!.' 'A s:..1 -AA. I i , -II 7 - . C." i : . , , (,)k)( t; ILLArt- 4. e.i,. i A i * ,1 bl)-A.A., di , .) 31 LI 1 ' ( a\.) I . : , A C..,--c-iii '-e-i. . : r ' A"' r•ri; 71,AW 47 ef g . ' , CP..1%;;,,,,, Inspector: Date: _ 1 , .,..... t 3/174)) : 1 l V 0 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , ,...1 Receipt No.: Date: V'''.14740.41 H . - v 7 r.: ■ i . / : 1 211:::: ';''''' ‘‘.1'.‘44 '' -1 '''24'''''?2.4•''''',.-‘i-,:.' •,,..., -- .'-j,::•:. : ', ". •`.. .1 : h..- ,-4 ... 4.:...■.:',...'44.:I,r, . . . . . . . . ___, , ••••.- .-.."— — _. . . . • \ • Z < • • I I F. Z w cc ..... c.) 00 , co : L, (, 0 INSPECTION RECORD MINII i i co ILI , I- Retain a copy with permit • INSPECTION NO. PERMIT,1•10. ILI Accoii 0 1 CITY OF TUKWILA BUILDING DIVISION' i ' 4 2 L 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367 g =i u. Pr9ject: ii f ij Type o / ix _ to n — a If 4,2(4 6 - /--4,2 ).., s - / CI Address: i I s: i Date Ca)5 .: I I-- 11 , / .2,',',V /A /r/ s ,,--- i_ 0 Special Instructions: Date INc„:2tec Z I — .:6 — " .....) PInml)'. . LL uj . 2 D Requester: 0 C3 c ( 1' - kid 0 — Phor ........; 7 2 ... c 7 . ? ,,7 ,..) . i 0 r . Ei Approved per applicable codes. Corrections required prior to approval. LL. r- . - 0 z Lii u) , COMMENTS: ..; , , , , C..) , 1=1- ....._ \ 1— . 1 r\c-;\ c, ( s t‘ A ( 1,,,, 916, c s doov- , z 1 , ‘ . . : . . 1 . , ,.._ a. _ a , i 1 1 . I T, s 44r, 4,1 Inspector " ---. 7 \ Date: 1 ''``•07/1/,^-9-4r- -)-- - IS - 0 3 '',.;` s , , ,, .i to ij $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be • , W, leti paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IV ?c1 ; / Receipt No.: Date: ' m A li 1 • aZai - .1j- , ................ . ,...., - --- . - . S. • . • ... . Z 1-. Z CL 1 1 00 w 0 . w w INSPECTION RECORD LLI I • 8"" • ' • ' • - Dog-/ • Retain a copy w ...i 1.- ■ ith permit INSPECTION NO. PER O. Lu 0 CITY OF TUKWILA BUILDING DIVISION 4 ' 2 g n 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (21.)431-367 u. < u) p Priaject:__ fr /7 H / i Typg_of,Inspect* ....- Ci 4 X.-- 1 00-S . — (71 ROO/NA6/(4( J.. ..i... Al d e :/ z i 4 ) /41/ 5 Date called - , .......- Z I- 1-- 0 Special Ins ructions: Date Wanted* - , - - ll - 0 3 Gera z F- LU uj P.m. 2 D D 0 Requestec . 0 ,A , , .- --\ •,:-. r se . I \I " Z < • l i 11.1 W mg , —J 0 , (,) 0 INSPECTION RECORD u) 0 cn w 11, LIJ Retain a copy with permit D 0 2 — 17 7 I . —J I— I INSPE ION NO. PER A NO. 1 ) u_ / 1 CITY OF TUKWILA BUILDING DIVISION ' 0 -4// a w 0 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 . 2 ,' g - -7J - 1 Protect: , ,./ Type/orf_Inspection: u_ < -:. u) m - a I Address: Date Ca led: • r F ui i •ir- - .--1 / 1 / - ; / Z? / S /0 — / 7 - 0 z 1 ._ Special Instructions: Date Wanty: a.rri I— 0 ,' — eel_ .m. . z 1- i Requester, r/3 ILI 2 D (.. n , D a 0 U) Phone No: 0 — .7 (1,-, - .F) 7 2 — :2 2 Y/- C3 _ ILI w I , EA• .roved per applicable codes. OCorrections required prior to approval. i• I— 0 - L I 0 • MENTS: _.! Z i.0 co /9P?/2 6 7/?R ,' - /9 W 3 P AP/ PI , 0E • z ' 4 .. . \ • . . . . . . , 4 ..,.. -.'.•-......:....„.... \ 1 • I - . 1. :,...,„ e ,,, ,. +4,• 4 ', - . 140A1,f4; 1 Dat Inspector: e: 1 0 Ej $47.00 REINSPECT! FEE REQUIRED Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i ,i ••:',;,!: • , Receipt No.: Date: ... . : f-,-- , -„,&.:4t.,,‘ , ..-..... „,,..„:..",.......„,.....L.w.„,..k.-.....s, f..., ,.. , . , _ _ _ . 4 , ,..1, A it i/4.41A,4 ,ii.i , ..{,. 0 :04,154. kV ■ ■.! .1' 7. i ,..IJ; l'4, ,A i At',' te« 1 . 1 , ___ , , - i- z 1- W Z B ' UO INSPECTION RECORD o i. R etain a copy with permit EM i LU co ILI I 6: ':, INSPECTION NO PE `. LL CITY OF. TUKWILA BUILDING DIVISION iv , w 0 6300 Southcenter , #100, Tukwila, WA 98188 (206)431 -3670 2 ,`.'. P ect: Type -Qf Ins ection: g Q IC • - ' . - 0A./C / 4 — kty co Ad ess• : Date Called: = W ' ` Special Instructions: Date Wanted: a.m. I.- P.m. Re ues er: r� ,�)) � � � W C ./'e 4 Da r _., ., . -... .. Ph e -\ � U 111 u Approved p applicable codes. 0 Corrections required prior to approval. U ..: , COMMENTS: O . - aj Z S I V � . �S1c b h,,, „- � o, �. _ j O F'" • i G „,„ ) V2 M z , I. fit � 1 1 . I C f Q r� ' ` "; 1 h r' Inspecto . ]l/• .CL v,,,,i- Date: ' �_'V �� 1 T t 1 Z k .. '':' $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be � Y ' •44; F: ., , r paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , .71'; '' ' y , Receipt No.: Date: ,- ., ,, , A. • ..z +.x .�t� _+.. l -� : .. .., ., R..: .... . - ..._...:..%...il.� _,::,......_ „, . ,,,,, : :i.,'.L: ... .. _ . ,.... � .....2 tia . }� . .. - , xH..{ k.). fN' fiw' t. 1t��A6��..:. uxa4,.• ,,f.;., iiv+ 4r.:, A' t+i:....nh4 ?.' +a: „r.;fi;'Ai.w }s;' +w 1 f z p-Z Ill CL 2 U O i 0) 0 rf INSPECTION RECORD w = . f)o Z J1.- 2 Retain a copy with permit _ co u. : :, ' INSPECTION NO. PER A gy O - n J 0 •''` CITY OF TUKWILA BUILDING DIVISION ' � I 2 ='' 431 -3 7 0 g: Y y : 6300 Blvd., #100, Tukwila, WA 98188 (2 60) 6 Q Tyof Inspctio : r ; -4( \ ` ' n? - 4 I— f 414. a -- LJk I I c W A dress: Date Called: Z I ,h � =I ! 3 la 5102— i I— o • Special Instructions: Date Wanted: r " � ! W W Requester: n 0 -�--� M o w s Phone No: _ ( p H tz t 39 t (?_,4( P} ; = W " Approved per applicable codes. 0 Corrections required prior to approval. u. r COMMENTS: al N p F, `i. ZH . fr ?: , trktr' m f. , ` 71 , 1 ;, In e or:- Date: , :::,,,. .:. ��- - : : n A 1C-A,....4 • , z— & Ica > ` : $ 7.00 REINSPECTIO FEE REQUIRED. rior to inspection, fee must be l ,, ;o,t :. aid at $300 Southce ter Blvd., Suite 10 Call to schedule reinspection. I tnif4. :;r ' ceipt No.: Date: N T ,, , Y'. f ' ' yr (fir.. .. , .. „•r =� .'ti: .�.. . c:r ... :. .:x�.:.. .. ,.s. . _.. » „_, ..._.. ' 4' '' r t { t �':; ci, J::, ; ..% %, . • il:i rx`, '� Cv >: r i Ja }7 , ma ' nG Sn -- — - , , Z I-Z re 2 W J 0o '" I NSPECTION RECORD w = I O v a -1�79 ' Retain a copy with permit W LL 4 INSPECTION NO. •ERMIT NO. W 0 CITY. OF • TUKWILA BUILDING DIVISION ► � i 1 i � � 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ' 206)431 -3670 u. < p ec Z . d dre ss: Date called: ! I )%aa 1 43 ? Si L 1 q7 fc �,, Special instructions: l f G,D Z° � Date wante Ca,m. W 6h ; f, U v- J? / �/6,3 p.m. ? 0 , Req uester: ` TIM . P CSI-' � ,c ,14 (( ► 75'1-- ' ( = W 0 ._ .-:: . roved per applicable codes. Corrections required prior to approval. !- 0 ■ A PP P pP � ❑ r 9 P� PP p COMMENTS: W U CO (( Z �p�v,f�atur \--obi 11 4 ;{, Se+ biat z. re sAle ) v� s \ ()V\ «v-\l e \ 1rs 1 , N_ ,.e I R:i �R }kx ;t } s vr^ Z ' c tae I Inspector C ,, �} y Date: 1 t " , : 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 'dal, at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ...k Receipt No: Date: ,A . 1 ' +. rikp ..-:„.,. wf.+ ....,— re.. - - 'F' ...... -..... ., .. , .. ..... ..,.. + ._.�. 'NiS*fC47 .2.:G — 1 . w1,- LW'.'hi`,- ..1.,. .: 5 $� ' .'fie l r,r.�seYaai; r.! �;;r`;:IkZi }:WSr':i ,ii.. '�,f: . .lj Return Address: Doak Homes, Inc. 11917 — 4`j' Avenue SW Seattle, WA 98146 I I It 20030326002605 05 8C 0e200OF 1ee2 KING COUNTY, WA Title: SIDE SEWER EASEMENT AGREEMENT Reference Numbers: VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. Grantor: DOAK HOMES, INC. Grantee: DOAK HOMES, INC. Grantors Legal Description: LOT 4, BLOCK 2, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON; SITUATE IN COUNTY OF KING, STATE OF WASHINGTON. Grantees Legal Description: LOT 5, BLOCK 2, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON; SITUATE IN COUNTY OF KING, STATE OF WASHINGTON. TAX ACCOUNT NO. 017900 -0245 (LOT 4) 017900 -0250 (LOT 5) Do2-- 1-7.q 1 z ■ ice. • W JU U 0 ca w x 0LL: wO gQ �a I— _ z� zI- M • o! ww —O ,z v N' 0 z i • J SIDE SEWER EASEMENT AGREEMENT Z THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned, owner(s) (Grantor) in fee simple of the land described as follows: , ,H- w a LOTS 4, BLOCK 2, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, _1 o ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, N o i PAGE 100, RECORDS OF KING COUNTY, WASHINGTON; w = I SITUATE IN COUNTY OF KING, STATE OF WASHINGTON. w O 9 For and in consideration of the mutual covenants and agreements hereinafter expressed and ttl other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, u. the parties hereto agree as follows: 2 d ?S �w 1 z I 1. The owners of the above described land do hereby define, declare, grant and z O convey to the present and future owners (Grantee) of the land described as follows: • w I- 2 n LOTS 5, BLOCK 2, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, v O ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, ,0 pi— ' PAGE 100, RECORDS OF KING COUNTY, WASHINGTON; w w SITUATE IN COUNTY OF KING, STATE OF WASHINGTON. f' 0 A non - exclusive perpetual Side Sewer Easement over, across, along, in, upon and under that c° iii z portion of said Grantors land described as follows: o � . • Z i THE WEST 25.00 FEET OF LOT 4, BLOCK 2, ALLENTOWN ADDITION TO THE CITY 1 OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON; 1 i SITUATE IN COUNTY OF KING, STATE OF WASHINGTON. . t s 2. This easement is for the sole purpose of the construction, use, and maintenance of a side . sewer, together with the right of ingress, egress for such purposes. 3. Routine maintenance and repair costs of the side sewer servicing Lot 5 constructed within " said Side Sewer Easement shall be the sole responsibility of the owner said Lot 5. } % , ; :, ; , i � y ,' V ^ r 1 F ,r .V r t 4 a ` ? � ti yt y u j ` 4 iogifki i � ,; ikiWka r „, }N� 'AlwTft sR.r u+' iacy c+ t 'n+rw+*wrn•.,— ,.re...,..._.... . . . ■ - A- - ' r -. r 'r r'. .. ■ :?3 i i P 4. The herein easement and agreements may be amended only with the written agreement of , the Grantee herein. ti This easement agreement shall run with the land and shall be binding on all parties having or z ti acquiring any right, title, or interest in the land described herein or any part thereof. ; 1 z w . i DOAK HOMES, INC. � 2 6 v �` Owner of Lots 4 and 5 o 0 , CO ti Catie ''1X 1 N LL • by: Dwell Doak, President 2 i STATE OF WASHINGTON ) d )ss. ��.. i COUNTY OF Kin in ) ? x J,z,�y/ Z 0 I certify that I know or have satisfactory evidence that DarrelfDoak is the person who w w appeared before me, and said person acknowledged that he signed this instrument, on oath v o stated that he was authorized to execute the instrument, and acknowledged it as the president 0 . of Doak Homes, Inc., a Washington corporation, to be the free and voluntary act and deed of w such party for the uses and purposes therein mentioned in the instrument. v` t � z Given under my hand and official seal this 4 day of 2003. ui U— H H -ye t ` 0 z �N 0HUE r. o , � 'I ! h1l� � ~ "�- . • i 4 ! *. S�'' CC` S +.c� Not ' Public in and for the State of c ? 0 ( rq R y •gin• i� Washington, residing at N rte/ ' : (..) �....— w / • Appointment expires: 21 /G.( , .. RIB I. `! ' Op WAS \) c \\\\‘‘,.----:--- ? . • MR, J . ` -'; �.w D :1 . Z`V . r e f G , a' 5t �r �.7rs 4 Mf P.a 1 ..a:.. ..uwJw :.. '::.. j 1 t , y� • , . . , A . . 1 +_ i - £ ; 4 i i O City of l ukw Steven M. Mullet, �{ 1 -d _• I � � • ti , • , Department t of Community Development Steve Lancaster, Director 1908 - z August 22, 2002 t 1 z W rt il I n order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have 0 • enclosed one for your convenience. Corrections /revisions must be made in person and will not be z accepted through the mail or by a messenger service. r { If you have any questions, please contact me at (206) 433 -7165. , 1 1 Sincerely, • 4 /14a--nCa� 1 Stefanaa Spencer . . Permit Technician i encl • - - - . xc: File No. D02 -179 t WW • ' t} gqty y �.i� , ^ 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 a.t �� s d FOV.`, a .. .. .. ..t .• }.,,,� .. ...',5..!�.•...:aL✓a e,.o- ,. «.a ,.... n .r ... ...... . .�.. ... .... ._. .. .. .. ..... .. .. ...... .... .. .. ...... «........ ._.- . — A , .- — . ,..-_, -• I , - i - I/ n J �;�t -.y Cit o Tukwila of Steven M. Mullet, Mayor �'A t r �` Department of Community Development Steve Lancaster, Director 1908 _ - . j PLANNING DIVISION COMMENTS Q +i w Al 2 ,, U { DATE: June 25, 2002 U co 0 0 APPLICANT: Doak Homes Inc. LIJ RE: D02 -172, D02 -178, D02 -179 J H A DDRESS: 12212, 122xx, & 122xx 43 Avenue S N "" WO Please review the following comments listed below and submit your revisions accordingly. co If you have any questions on the requested revision, Carol Lumb is the planner assigned to I— W 4 the file and can be reached at 206 - 431 -3661. ? x. w� '4 1. The rear elevation on sheet 5A indicates that the entrance to the house will extend into m o . the 5 -foot side yard setback. Only 18- inches of eaves are permitted to extend into a U required setbacks. D ! LL' U-� O W � O - • l • ! ;" ,: . 0 4 . ipitO c:Mydocs \general\2002- Memos \D02- 172.doc ' } 'V 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 rt� ^,,•4,,,. u - f . ' 1 Id F k Y >+' i . S tX W.unamx 1G4.N. N'I:p. MX'Nn .,,,. ,.,• •••.•..•,.••• . :.. ..v.iA ,f •1.:13 F4:41a.!t..At . . x -. .. .- .. 1 . 4 . , , _ . ''• . .. .., 1 ._,,, _ ?sv PLAN REVIEW /ROUTI N LIP ACTIVITY NUMBER: D02 -179 DATE: 08 -28 -02 PROJECT NAME: DOAK HOMES — LOT 4 z SITE ADDRESS: 11214 43 AVENUE SOUTH :i- z � Original Plan Submittal Response to Incomplete Letter # v O co 0 X Response to Correction Letter # 1 Revision # _ After Permit Is Issued w = J I- , N LL O 1 W •.• DEPARTMENTS: G $ - ?g-oZ � 2�`� N '1 1 n BuildinQivision Fire Prevention ❑ Pla Divv on 0 = a j Public Works ❑ Structural p Permit Coordinator Z w = ZO : w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-29 -02 2 D v Complete E" Incomplete ❑ Not Applicable ❑ 0 D- Comments: w w X0 Permit Center Use Only aj Z to INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: � H Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z } TUES/THURS ROUTING: Please Route d Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09-26-02 Approved ❑ Approved with Conditions a( Not Approved (attach comments) ❑ Notation: ' 9 Y-� :. REVIEWER'S INITIALS: DATE: ✓'& ' N i I Permit Center Use Only OM, CORRECTION LETTER MAILED: . h yf; � vt • De Departments i ssued corrections: Bldg Fire Ping PW Staff Initi als: ' ha'� P g❑ ❑ g❑ ❑ 1, i?- . ,::.� z � Documenls/roulingslip.doc ( ...-4 TIT COORD \ � CO 3a � tx Y 2.28.02 + k .a,,� - •- - - - -_. — - .- - r• r - ' - - x...1 -.. • 4 PERMIT COORD COSY • PLAN REVIEW /ROUTING SLIP • ACTIVITY NUMBER: D02 -179 DATE: 6 -24 -02 PROJECT NAME: DOAK HOMES - LOT 4 z _~ S ITE ADDRESS: 122 E 43 AVENUE SOUTH ce W • __ , .- . " 7 .. .) .4 ) - • ' ' e ,. • -: • . . . : l' • '' • - .:i.; . • . , 1 . . . • • ' . • . i . v. . • . . , 1 . . . • . .. ) . . . . . , . b , '., . . ' .. • . • • . ' . . . . ...• ) 4' . Z ' el 4 ,I.-• Z V W i ,tr re 2 -,.. - ,$.! • 6 = ,.„ _, . •„:„; . . . 00 CO CI . . : WW WI t l . • . • . ..J }... 11 . — ' • • , . • . . . 0 U. , . • ... .t., • .. . , .. ' • • ,. , uj 0 -. ••:. . • - , . * . . • . . . u. < a •• • CO _a • . 1 . I-- al • I • • i Z i- _ 1-0 I REGISTERED AS PROVIDED BY LAW AS . z !- w CONS T CONT GENERAL 2 D 1 a C) REGI ST . # EXP. DATE • , • 4:sar ...,. i . lir -. • DOAKHI *092NZ '*0•87; r. ....t, :07 3f . ,_ • . • . • . R u) CCO1 ...i- f:3 1- v4,4.14,—Z r.r...-1...,... <.-. —4. ...1.....s. 1 ..... • : '.• ••••-) ' • • *. . • • • EFFECTIVE DATE 08/ 09/1991 ILI uj - .. - . . • -." . -. i I.... -,:-: .;.:.;i '''' • : - ..-:- - l' ' I 0, 1-- .. . . ' • Ll. 1— r ., 141— --- K 0^ . VDOAII‘HOIVIES '• .v-INCg • z • 11917 4TH AVE SW • • . c) 1 . SEATTLE WA a 6 I? .,--) fol" • ' ' " ....,K........a...64.. 1,y i ' ( .„ / ) 1 z 1 Tatt 's1 _.,/ . • I .--,-4 ..... 7 ••••• / • 1 ?, y ,1%, r.F?,\N.I 1 . i F -i \ i. ,. , -. ...,R \ , ; r:. , .1 • • • t . i . • 1 . . , 1 . • .. . • . . . , • • . . . . . , - • ., .. • • ... . ..• - .. • . . .. . . . • i . . .. - . - .. . . . . . . .. . . . . .. . i • . . . • • . . • . . • . . , . - • • . . . ... . - - . . • 1 . • .% ".44.Y;80 ',''' ) , . 1 , . ) - cir..y;.,;r.„ - . • , . . , . : . • • • . itfiff 1..: .^,..$) 1/ t t 4,7 1 . / relk‘zilkg AA / . . . • • . • ' . . — • . . . ' • t. 14..,...,..,, I . i . . i . % • • % NEN tPER U.P .. GENERAL. NOTES • 2 HOT WATER TANKS SNAJ,. BE SIZED BY INDUSTRY T• STAIRS AID GUARDRAILS X. V NTaLr>�T'mON AND 1DC'OR AIR QUALITY ' • 4_ HULTi 2X BUILT-LIP BEAMS SHAM BE STANDARDS FOR USE AC BE LABELED P A STAIRWAY EIDTH OF 36' MINIMUM, RISER PER '✓IAC� 4 . 414 :r7. I< 3. F HEIGHT OF O' M XI UJM. t4 Ki 414 TREAD L 46TH OP S' AND 1. INTESRATE WHOLE + CESE VENT SYSTEM FOR TUB TOR SHALL VtRIPY All EXIST?N6 SITE IJNI NOTED. U6E 1104 NAILS • 12' O.G. 5T N FLOW RA TO COMPLY PITH ri C 51-46 .:CGT1011 . OV • • • FOR COMPLIANCE t^f'T?h PL A45 AND 5. SOW BLOCK EV 2X • MIDPOINT OP STUD'S OVER 10 A 3/!Y ►� VAR:AT>VON. INTERMITTENTLY OPERATED �':)E,6R/►T1ED FORCED AIR i - - ' • l0,45. SITE INCL.00e 5011.. PST, 13E:.OIN BEARaN6 PARTITiONS TO 402.0 TOILETS: 1.6 6PF(MAX) 25 f�F*ML' 1"�AX), 2 STAIRWAYS f 44 04 WIDTH MAY NAVE ONE HANDRAIL HEAT NG SYST -4. i �! OPO6 AP►i't', . SETBACKS AND 11P .jpl!ST5 AND RAF'rtRS • 5iA't'OR" -'S. L' VATORIEES/FALJCET: 25 6I""M(MAX1. UNLESS 90'TEH 5L11,E5 ARE OPT. ' A. SOURCE 5P8C.IIAG verr LATiQFt ENTJ • 5 ( !r DIMENSIONS OF EXISTING STRUGZURE3 AND THEIR 6. Y�10QD HNTiER H6 OR MAY SHALL P'R SEISMIC STRAPS AND RBJEQ` 3 HANDRAILS SHALL BE PLACED 34" TO 30' OFF NOSIN6 I. EXHAUST FAN RFl,,1URE MENTS: BATHROOMS, LAUNDRIES I = 'TRUCTURAL AND MECHANICAL COMPONENTS. TH15 OI! EICE VALYES(PL.IJMB® TO OtJT'Q'IV _) AT HOT WATER R TANKS. AND SPACED 1 -117 MINIMUM OFF "ALL r 1'H A I-1/7 TO 2' HAVE t!2" NE AIRSPA AT TOi', 5IEI7E:5 AND B SEPARATE PFRr•1R REQUIRED_ AND POY'Ni?@Z RO'J►�5 5�+a►L.L. HAVE MINIMUM SO GFM • _ r} - ALL BE NOEF1ED PRIOR TO CONSTRUCTION OP' '7. DOUBLE' JOISTS UNDER PARALLEL BEARING PAR/MONS DiN• SMOOHI+ GRASP AND A Ni9^ES. OR RETURN AT Ito. R TCHENS SHALL NA N!E MINIMUM 100 C."4 • 05 Etb. • • - - - ANCIES, AMBIGUITIES OR OMt�ON5 114 114E PLANS. AND UND'St rrNDOY'I GRIPPLP_°! AT CANTILEVERED FLOOR L MOISTURE G ON TRG= ENDS. RANGE HOOD FANS. ' rRITTDN DiMEJNSIONS TAKE PREOEVENCE OVER 1 . SHOWERS SHALL HAVE AN HARD, '.SMOOTH 4. PROVIDE b' -0' I"tINIMUt•�i CLEAR N ABOVE 2 E�4 +/�1�'T DUCT REtiJIREMENT'S: DIJGT'S TO 91' - N6 SHAL DETAI TAKE' PRBC GL!• OVER PLAN SECTIONS. : . D. FRCSTOF' AND DRAIRT'STOP TO GUT OFF ALL AND WATER RESISTANT SURL!`A%Z TO A HEIGHT or 10' STAR N054N6. iTi5t1:.ATLaS7 TO R•-4 M !SPAGE;'S, Be EEYiJ +PPED • ELEVATION VIE' . - HORIZONTAL. AND VERTiC,AL OP>TILN65 ABOVE DRAIN INLET. • 5. PROVIDE GUARDRAILS POR AREAS 30• ABOVE GRADE WTi-i A BACKDRAPT VAMP'eR, "TERMINATE■ OVTS:De he . ALL WORKMAN -HIP, MATERIALE AND INSTALLED BETWEEN FLOORS, FLOOR TO ATTIC. AT 10' INTERVALS • 2. P'ROViDE YMAT1RPRO0E BOARD OR GLOBE MUSH OR AD.JAGQNT FLOORS. rim A MINIMUM HEIGHT OF 36" AND BUILDING ENVELOPE AND COMPLY MTH TABLE 3.3 VVAQ • e , - • • TS SHALL MEET OR exam; me AGGtPTE7 HORIZONTAL BEHIND WALL PURRING. AT TOP, BOTTOM AND MORTAR UNITS BEHIND TILE Al =HOY'CR Et/Rita/NUS. TILE INT'11J'tmEDiAT!!: SAWSTl7E5 OR RAILS SPACED 50 THAT A 4' C.017E.. . ■ - TRY STANDARDS AND SHALL MEET OR McCEED THE SIDES OF STAIRS. SHOWERS rrTH A SiTE -BIALT P'AN SHALL BE SALLIED AND SPHQZe CANNOT PA55 THROUGH. iNII'NM REGIAI{REMENTS OF THE UB.C., Y'1.5.Er.G., N.E.G... q 6LL1 -LA4.4 13EAM5 SHALL BEAR A LT.C. INSPECTION LEAK TE57TB7 FOR 12 HOURS? EROVIDE MILDEW RESISTANT 6. ENCLOSED USABLE 5PAGE_ENDEt STAIRS SHALL HAVE NOT.: R iS RECOMMENDED BY KIN'S COUNTY' TO INSTAL_ A • P.O., U.M.G., AND ALL APPUCABL..E LOCAL CODL°'S. WHICH STAMP AND SHAD_ BE "ARCHITECTURAL CAULK AT ALL. TILE AGEE55Gf'IES. 5/5 bre, T X' PIRETAPEFD ON WALLS AND SOFFITS. 'CENTRALLY LOGATM WHOLE HOUse E)4'IAJST PAN 14TH A SHALL TAKE !°RSGS7H'4GE OVER NOTES, 5PEGtF1GAT10H5 GRADE INHERE EXPOSED TO VIEW. PROVIDE OGKING IN D SPACES BETWEEN �S UONE RATING OP 15 AND SIZED ACCORDING TO AND DRAWINGS. M. BATH SAFETY STAIR STRiN6EFRINGER 5 AT TOP AND ND BO'Y BOT TOM OP RUM AND TABLE 3-2 vvQ AND CONNECTED TO THE AUTOMATIC 4. UNLESS A PROFE5510NAL SURVEY A<�GO►"IPANIE'g THE "AL CONNECTORS 1. HINGED SHOWER DOORS SHALL OPEN AND B STUDS ALONG AND iN UNE WITH RUN OF STAIRS, 11 CONTROL TIMER. THIS WILL FACILITATE FRE 1 AIR THE PLOT PLAN WAS DRAWN FROM G ENERAL. SITE 1„ � ENCLOSURES SHALL Be FULLY TEMPERED OR LAMINATED' THE WALL UNDER THE STAIRS ARE UNFINISHED. DISTRIBUTION AND REDUCE THE PO551BIUTY OF MOISTURE f°LAN5, 1. ALL METAL CONNECTORS SHALL BE "SIMPSON OR AN LANDMARKS AND 15 NOT TO BE CONSTRUED A5 A APPROVED EQUIV. SAFETY GLASS, MINIMUM Tl:•+IEENESS • 1/5' TEMPERED, V4" U. SOLID FUEL FACTORY BUILT FIREPLACES. • LADEN MR BEING is/RIVEN INTO he BUILDING. INTERIOR A1.. SURVEY. THE CONTRACTOR SHALL TAKE 2• FRAME NAILING SHALL COMPLY YVt'T7`1 UBG TABLE 23-11 LAMINATED A MEET' UB.G. �TANDMDS. STO 'IE / N P INSERTS FLOOR DOoRS SHOULD BE UNDERCUT '12 ABOVE 114E FINISHED FULL RESf'ON51BI1JTY FOR MAINTAINING REQUIRED IO 5-1 UNLESS NOTED OTHERWISE ON FRAM PLANS OR ON 2. FLOOR TILES AT SHOWI S AND WET WET AREAS SHALL. BE 1. UNITS SHALL BEAR THE STAMP OF AN APPROVED _ - SETBA•GKS OR SHALL, AT Ht5 Ot`SCR?' =TION, RIMIEST THE HE SURVEY TO 5 HEARWA L SCHEDULE. ALL NAILS SHALL BE COMMON SKID-RESISTANT. • TESTING LA B A SHA LL BE INSTALLED IN ACCOR I • • OWNER TO PROVIDE A F'ROFES`SIONAI. rAIRE NAILS. 3, PROVIDE SECURE BLOCK lib FOR ALL GRAB BARS WITH ENE TERMS OF THEIR LISTING AND THE DETERMINE 5E AND /OR OTHER ZONING • • r RESTRICTIONS. 3. USE GUT WASHERS AT BOLTED CONNECTIONS. PER • PLAN, GAPABL E OF 'SUPS O RTiNG A 500* IMP LOAD. NtANUFAGTUR INSTRUCTIONS. i - 5. THE CONTRACTOR SHALL. SECURE ALL NE EESSARY GO1NNEOTOR3 E.XPO5ED TO V EATHER SHALL BE 2. UNITS SHALL HAVE TIGHT- FITTING GLA55 DOORS, CESiGN LOADS PERMITS AND INSPEGT10N3 AND SHALL NO'Tit'Y THIS OFFICE, GALVANIZED OR HAVE APPROVED COATING, R0019/46 N. TRUSSES READILY AC.OE551BL.E DAMPER CONTROL, OUTSIDE PRIOR TO CONSTRUGTiON, OP ANY'REVi5ION5 OR ADDED - SHALL. BE FA5TE3`1ED WiTH CORROSION- RE515TANT 1. PRE - FABRICATED TRU55L SHALL BE OE5I&NED BY A COMBUSTION FOR AiR AT FRONT OF FIRE BOX AND A 3/8" 1 REQUIREMENTS RJ= QIJE5T157 BY THE BUILDING OFFICIAL FASTI NER5. WASHINGTON STATE UGEN5ET� 3TRUGTURAL_ ENGINEER AND THICK (MIN) NON - COMBUSTIBLE HEARTH EXTENSION WHICH i t 1St J)RISEECT1ON. • iN ACCORDANCE MTH THE PL. E t R :IRE-IENTS. SUBMIT E3 READILY DISTINGUiSHABLJE FROM SURROUNDING FLOOR. CODES H 5/H DIAPHRAGM NAILING HEARTH EXTENSIONS PM V. 6 BELOW. b. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION F PLYYNOOD A D GOMPL.ETTE S HOP DRAWINGS an-I alGINEE S SEAL FOR UNIFORM BUILDING CODE 194AMENDMENTS T EDITION ! AMENDMENTS P O ALL REQUIRED OPENINGS IN FLOORS, WALLS AND ROOF 1. AU- PLYWOOD FOR STRUCTURAL USES SHALL APPROVAL PRIOR TO FABRIC. F' ATIGN, TRU55E5 MUST BE . 5. ROV1DE CHIMNEY CLEARANCES AND SIZE PER U.M.G. WITH SEATTLE BUlLEENG CODE AMENDMENTS, IF WITH PROPOSED MECHANICAL, PLUM8INb AND ELECTRICAL CONFORM AND BEAR A GRADING STAMP Q,a THE AMERICAN ' STAMPED BY AN APPROVED:' IANUFAGTURE3R OR BY A AND WAB.O. STANDARDS FOR NSTALLATON OF SOLID APPLICABLE. • ' ' WORK. PREFABRICATED rTEM3 TO BE HANDLED AND PLYWOOD AsSOGIATION(APA) AND NAIL l�E�i1UBG TABLE 23- GUAUTY CONTROL AGENCY .:.H AS WASHINGTON WOOD FUEL. BURNING APPLVWGES. 1R:E1 1 1 WASHINGTON STATE M tERGY CODE WAG 51 -11 NSTAI LED PER MANUFACTURER'S RECOMMENDATIONS. 11-9 -1 LINO. ) TRU55 FABRICATORS COUNCIL_ 4. PROVIDE SEISMIC ANCHORAGE.POR METAL - - 2 PROVIDE DIAPHRAGM SHE M14N LL 6 AND C. NAIUNG AS 2. CONTRACTOR SHALL VERIFY EXACT SPANS PRIOR TO FIREPLACE CHIMNEYS. CHIMNEYS TO BE ANCHORED AT _ _ _ -- - FOLLOWS UNLESS NOTED ON PLANS: FLOOR SHEATHING FABRICATION. EACH JOIST WITH (2)� 1 1/2" X 1/8" METAL STRAP LOOPED LIVE LGP�DS ,• .-‘• ■ _ SHALL BE TiG 3/4' G -D -EXT -AEA PLYYVOOD WITH EXT. GLUE, 3. APPROVED HANGERS MU1T BE USED AT ALL AROUND THE OUTSIDE OF THE CHIMNEY AND INSTALLED 1 ' Pi. 32116, GLUE TO JOISTS AND MAIL Y4114 10d • 6" O/C CONNECTIONS OF RAFTERS, J./(S, F'ER OR HIP TRUSSES TO A AND NAILED WITH (6) Sd NAILS S TRAP T - O R.00 OR - FLOOR. 40 P5f , ROOF: 25 PSF, ATTIC: 15 P5F, STA :- : • lEDGE5, 1Od • 10" O/C FIELD. MAIN GIRDER TRUSS. NON -BF .;Z11'16 PARTITIONS BELOW CEILING FRAMING. 100 REF ...._.. _ ' °: ; ;:• . #t SHEATHING SHALL BE 15/37 G- D- ENT- APA'PLYWOOD' 'TRU55E5 SHALL BE S PARATEE FROM 'TRESS WITH SIMPSON V. MASONRY FIREPLACES AND CHIMNEYS DE : 40 PSF, BALCONIES 60 PSF.GUARDR.AILE: 20* PLF • WITH EXTERIOR GLUE, P.1. 24/0, NAIL 8d • 6" o/c, EDGES, tad 5TC FAST�LF.RS. 1• ` GHiMNE - `' Si- iAL.i. NOT Sl1PPORT ANY STRUCTURAL WEIGHT A' . TOP OF RAIL 4. TRUSSES SHALL BE HAN^:_.D AND INSTALL.) IN SEISMIC ZONE 3. BASIC WIND SPA: 80 MPH, EXPOSURE 5 • A 12' O/G HELD OTHER THAN ITS OWN UNLESS- 5O DESIGNED. ACCORDANCE WITH MANUFACTURERS SPEGIFIGATIONS. 2 PROVIDE ACCE5SIDLE DAMPER CONTROL ANC' (U140) ' GENERAL GONSTRUGT1ON NOTES G• VENTILATION AND ACCESS }GY 1 H OUTSIDE COMBUSTION AIR. ' ` 1. VENTILATE GRAI^IL- SPACES AND OVERHANGING '� ' S L G TS sr 3• MAXIMUM TEMPERATURES, FLUE LINING, FLUE ,.)ZING, • SOIL t )FLOORS W{TH SCREENED OPENINGS NOT 1...-5 THAN 1 5Q. 1. GLAZING SHALL BE INSUt:� +EEO, TEMPERED GLA55(TOP), TERMINATION HEIGHT AND GLFARAEiC. S TO COMBUSTIBLES ' . SITE CONDITIONS AND 5 1TE iNORK • F FREE) FOR EACH 150 5Q. FT. OF UNDER FLOOR LAMINATED GIA55(BOTTOM . Nan 1/° -. THICK MINIMUM, SHALL COMPLY WITH UBG TABLE 31-e AND 31- • • BEARING GAPACITf ASSUMED •.T 2000 F'SF (LINO) IN • IF °SOIL CONDITIONS ENCOUNTERED UPON EXCAVATION AREA DISTRIBUTE OPENINGS APPROXIMATELY EQUAL 2. PROVIDE A MINIMUM 4" C° .,, FLASHED AND C.GUNTI:R 4. SEISMIC ANCHORAGE SHALL BE PROVIDED FOR FLANS OR A SOILS REPORT BY A QUALI SOILS to •IFreR FROM THE SOIL BEARING CAPACITY O TTUNED • ALONG THE LENGTH OF AT L P ST 'ENO OPO5ITE SiDES FLASHED AT TOP AND BOTI•0• ( AND STEP FLASH SIDES. MASONRY CHIMNEYS AT EXTERIOR WALLS PER USG 1 ENGINEER. • • Et "DESIGN LOADS ". OR IF P...? OE551YE GROUND WATER AND COVER WITH 1/4' GORROSLON RESISTANT WIRE MESH THE UNIT SHALL HAVE. A •vNI3: 3ATiON GUTTER AT THE 3102.45. p z E EARTH PRESSURE ASSUMED AT 60 PCP EQUIVALENT FLUID 5 PIKE WENT, CONTACT THIS OFFICE BEFORE FOOTINGS SHALL EXTEND TO BELOW THE FROST LINE FROG LOWER END. INSTALL PEI .. ! • '. .'TUR':R'S INSTRUGTiON5, 5. CLEARANCE' TO COMBUSTIBLE MATERIAL.: 2" FROM PRESSURE F V' E3A3EMENT ALES AND 30 PCF FOR •.,, AT CR AWL SPACE OPENINGS. LL. FINiSH AND FLARE WELT_ ;,-. NG ; : PLANS. FIREPLACE SMOKE CHAMBER AND CHIMNEY WAt15, 8" GATNTL'ER RETAI:.1N& 1Nf�.L5. • " �, VE7NTli.ATE ATT1G SPACES Y`UT'rl GRO55 VIINTILATION S D • ALL BEAR ON UNI715TURSED, NATIVE SOIL. EQUAL TO /150TH OF THE ATTIC AREA(NLl' FRIG. EXCEPT ,. FROM FIF:EPI P GE OPENING .'•NIT .OP -f U E. STiBL MATERIAL ; tY Y`t • 1 - • DO NOT SALKFILL UNTIL AI.LS HAVE BEEN THE AREA MAY BE i/wan -I, PROV AT L.eaST 5 OF P. EMERG r Rr -__ - WITH 12" <„F.oPI ;iN SH ,L r!OT PZr � :;EC 1" M ' tr y C T I . • -,- I •EQUATELY BRACED OR HAVE BEEN DE51GNE =ZD TO RESIST THE REQUIRED VENT AREA IS 3 FT. ABOVE EAVES WITH 50% - 1. EVERY SLEEPING E';',E' BASEMENT SHALL HAVE PER INCH OF GLEARANGE 'RCM OPEy • •, '' 1' •• TERAL EARTH PRESSURE'_. B ER AGKFiLL MATERIAL SHALL BE OF THE REQUIRED VENT AREA IN EAVES. AN ExIT DOOR TO THE EX.rE t. Ef'. OR A MINIMUM OF ONE 6. HEARTH EXTENSION SHALL 5E 4" MINIMUM THICK NON- 'MlNtMUEI GOMPRP55NE STRENGTH: 2500 P'31 AT 2,E MAYS , ' k i • LEAN, PERM P PANEL, 22 LE AND FREE OF ORG NiG MATERIALS. 3. PROVIDE AN ACCESSIBLE ATTIC ACCESS PAN" X WINDOW WHICH MEETS THE Ft .LOW • GOMBUSTiBLE MATERIAL. EI∎I ING REQUIRE T5: HEARTH EXTENSIONS SHALL . (LINO). • • 30' WITH TH A CLEAR HEIGHT OF 30 ", INSULATE AND MAXIMUM 511...1 HEIGHT OF 44 AEI' CLEAR OPENING AREA EXTEND 16" FORM THE FRONT OF ANC 8" BEYOND THE • - ,� ,_ .. � .`. SACK CEMENT PER Gi1/`!D, MAX. 6 GAL WATER F?FR WEATHEER -STRIP SIDES OF THE FIREPLACE OPENING-. IF THE OPENING 15 t . OF 5.7 5Q. FT., MINIMUM CL EA, HEIGHT OF 24', MINIMUM SACK. t • • 4. PROVIDE 18' X 2 CR AWL SPACE ACGES5 TO UN - CLEA WIDTH OF 20" AND fi =!• . BE OPERABLE FORM THE GREATER THAN 6 5Q. PT., THE HEARTH ECfEN510N SHALL MA IMUM 5LJJr�1P 4 ", MAXIMUM AGGREGATE SIZE FLOOR AREAS NSIDE,WITHOUT SPECIAL TOCIL ' OR KNOWLEDGE,. EXTEND 20' IN FRONT OF AND 12" BEYOND THE SIDES OF { 1_1/2" .. 1 THE OPENING. HEARTH EXTENSIONS SHALL BE RE=ADILY RETAINING WALL: 2500 PSI AT 28 DAYS, 5 1/� SACK t v. DISTiNGUISHABLIE FROM SURROUNDING FLOOR. • Q. ' � SMOKE �'ETFGT'O� �� CEMENT PER GU/YD. I • ..--- .._ • ....... _. -.. H, SAFETY GLAZING 1. SMOKE DETECTORS .SHAL 3E PROVIDED Ili EACH Y EXTERIOR WALKS AND 51..ABS TO BE A1il 1Al96). TEMPERED SAFETY GLASS SHALL BE INSTALLED N SLEEPING ROO AN II SHALL !.STALLED PLR Yi• ENERGY - NOTES PER O 1 • • CONCRETE 1. Tit MANUFAGTUREt'3 RE G�MMEN '.> ATIONS MOUNTED ON THE - REINFORCING 5�'•EE+ • R. CE3NTfft ALL P05T FOOTINGS UNLESS NOTED AND HAZARDOUS LOCATIONS, INCLUDING AREAS THAT ARE 1. EXTERIOR JOINTS AROUND WINDOW AND DOOR ' GLAZING IN DOO GLAZING GE IUNG'OR WALL CEENTR LO CATED IN ME CORRIDOR ! • - - • IDE 1" PLJNTHE AT 5LAF35 OR 5" PLINTHS AT E XP05ED SUBJE °GT TO HUMAN IMPACT, OR AREA GIVING ACCESS TO E CH SEPARATE 51 EPPING JPENINGS BETWEEN NLAl.J..S AND FOUNDATIONS, i-M A -615 GRADE 4Q - TH (b" IF POST IS F'RE55URIE TREATED). PROVIDE 6" WITHIN A 24" ARC OF CLOSED DOOR, GLAZED AREAS > 9 BETWEEN WALLS AND ROOF, AND BETWEEN WALL PANELS; • 5Q. FT. WHEN LESS THAN 1S ABOVE FLOOR OR WALKING AREA. IN STRUCTURES WITH 1+1OSE THAN ONE STORY OR OP't�LI AT PENN tkAT10N5 OF UTILITY SERVICES ' IN. FROM SILL PLATES TO FINISHED GRADE. DAMP -PROOF WITH A BASEMENT, A SMOKE;L- SHAD_ BE THROUGH WALLS, RO AND FLOORS AN D Oil -TER SEJCH FRt'tMLNG LUMBER - • = A5EMENT FOUNDATION WALLS WITH 2 GOATS ASPHALTIC SURFACE AD A5 DESCRIBED IN IJB.G. 2406. SAFETf NSTAL.L.t - D ON EACH STORY ,AND :N THE BASEMENT. IN -" LESION U.N.O. GLAZING 15 REQURRE) TO BE PERMANENTLY MARKED PER SPLIT LEVEL STRUCTURES, 1°F'r' /IDS SMOKE DETECTORS ON OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS NNLESS OTNERYVISE NOTED ON PLAN) UI3G 2406'2 • UPPER LEVEL, UNLESS SLEEPAG ROOMS ARE LOCATED ON PANELS INTO UNHEATED SPACES, SHALL BE SEALED, REINFORCING • LOWER LEVEL, THEN SMOKE T7EETEGTORS ARE REQUIRED ON • CAULKED, 'A5KETED OR WEATHtR- STRIPPED TO LIMIT AIR PLATES AND S+LL5 HF *2 OR BTR(PT • • I ELECTRICAL B OTH L�/F.LS ALL 5MO'.E i;'f �EGTORS 5HALL 6e AUDIBLE LEAKAGE. WEATHERSTRIP EXTERIOR DOORS AND DOOR5 GONG) INSTALL REINFORCING PER A.G.I. STANDARD PRACTICE. 1 ELECTRICAL CONTRACTOR SHALL EVALUATE AND IN 51 FFPtNG ROOMS. ADJOINING UNHEATED SPACES. EXTERIOR. OPENINGS 5T1)DS HF "STUD GRADE" ' -PUCE CORNER AND UOVS BARS WITH A MiN, OF 30 DETERMINE ADEQUACY OF EXISTING AND PROPOSED EXPOSED TO WEATHER SHALL BE FLASHt. D IN SUCH A JOISTS AND RAFTERS HF *2 =AR DIAMETERS. MINIMUM IMUM 5 SMOKE DETECTOR IN N L H GONSTRUr•TION SHALL BE BAR GONG COVER: EXPOSURE E�LEGTRIGAL SErRVIG1E AND PROVIDE REQUIRED CIRCUIT'S 2. Y'4 WITHOUT A DISCONNECT HAMNER A5 TO MAKE THEM WEATHERPROOF. ALL POSTS ANC' HEADERS DF *2 0 WEATHER .Z", TG EARTH E3 TO CTHER 1 ". STATE AND LOCAL ENEERGY DIRECT WIRED TO BUILDING ) FLASHING, GOUNTE'.RF�LA 5HIN6 AND GOPIN6, WHEN OE SEAMS or *1 �- ri,;,4 AND AMPERAGE PM N.t.G., SWITCH OTHER THAN PQR OX RCURRENT PROTECTION AND ; i 1,. SIB® ANCHOR BOLTS A MINIMUM OP 'I" U.N.U., PLACE CODES, AND MANUFACTURE R'S SPECIFICATIONS FOR MUST HAVE BATTERY BACK-EE. ALL OTH13t5 MAY BE • METAL, SHALL BE NOT < 26 GA CORROSION RESISTANT GLU -LAM BEAMS (SIMPLE SPAN) 24F -V3' ,.�� THIN 12" OF ENDS. PROPOSED PRODUCTS APPLIANCES AND EQUIPME NT. METAL. • &LU -LAM 13F_AM5(GAN11LEVE R) 24F -V8 +• '-' . NEW FOOTINGS SHALL NOT IMPOSE "UNDESIGNIED" 13ATT E"3 .Y OPERATED. SEPARATE PERMIT RECARE 2. PROVIDE VAPOR BARRIERS AT HEATED SIDE OF DECK JOISTS P.T. HE *2 . OAD5 ON NEW OR EXISTING BASEMENT OR RETAINING INSULATED A551EMBLIE5 EXCEPT AT INSULATED WALLS WITH DECK BEAMS P.T. HP *1 E _ s.• • • • J. MECHANICAL R SECURITY W. WAI L. BOARD AND AT SHOWER CEILINGS. ^ "' 1. WARM AIR FURNACE OR 6A5 H.W SHALL NOT BE ' 1. PROVIDE SECURITY AT f]V TIZA.NGe A ND GARAGE 5. PROVIDE 6 MIL, BLACK, POLYETHYLENE &ROUND METAL. CONNECTORS '; - 'i �- Ia DOORS WITH A MINIMUM 1/'THROW DEAD BOLT WITH COVER AT DRAWL SPACES. LAP 12" MINIMUM AND LAP UP • •�.... - ; . ,. ' 1. F =RAMING ). K. TO 199�E, MOISTURE CONTENT, VENTS AND DIRECT OUTSIDE COMBUSTION M. LUMBER AND FRAMING INSTALLED UNDER STAIRS AND SHAM HAVE PROPER `' L'•OGKS OPERABLE WITHOUT,SFEGIAL KNOWLEDGE OR FOUNDATION WALLS TO A HEIGHT OF ADJACENT EXTI =RIC7R "5IM BRAN OR AN IGBO EQUIVALENT r _ - , ' t '' RAVED PER STD. GRADING RULES MR Y•4.0.1.-113. OR . 2. GA5 APPLIANCES IN 6ARAbe SHALL BE ON A 16" HIGH TOOLS. GRADE. F .PA_ As APPLICABLE. GRADE AND SPECIES PER PLATFORM. 2 . PROVIDE OBSERVATION PORT • 54" -b6" OFF FLOOR 4, INSULATE FLOORS, WALLS AND ROOF PER PLAN. . - RAMIN6 PL ES PLANS, GENERAL NOT AND "DESIGN LOAD S. AIR DUCTS PENETRATING GARAGE TO HOUSE AT UNGLAZED ENTRY DOORS 5. FACED INSULATION TO BE FACE STAPLED. MASONRY MART". SEPARATION SHALL SE. 26 GAUGE MINIMUM OR SHALL 9. PROVIDE: SECURITY FOR WINDOWS < 10' PROM FINISHE 6. INSULATE HOT AIR DUCTS IN NON - HEATED 5PAGES MORTAR: TYPE 5, 1 PG, 1/2 LIME PU'T'TY, 4 SAND. STEEL: • • BILL PLATES, DECK SUB - STRUCTURES, PO5T5 AND HAVE APPROVED DAMPERS. GRADE. - . PER TABLE 4 -16 (R -4). 6R, 40 • • = EAMS EXPOSED TO WEATHER AND A NY WO OD IN CONTACT ,q , DUCTING SHALL MEET U STANDARDS AND 1. INSULATE 24 OF PERIMETER OF SLABS AT HEATED 71-4 CONCRETE SHALL SE PRESSURE° TREATED WITH AN SYSTEMS ARE TO BE BALANCED. CONTRACTOR SHALL • 5 . • GARA SEPERATION ROOMS WITH R -10 RICO INSULATION, ! ,I • - - over" PRMERVATIVE. COLUMNS AND POSTS SHALL PROVIDE MECHANICAL DUCTING DIAGRAMS /SHOP 1 • GARAGE/DWELLING SEPARATION SHALL CONSIST or . D. INSULATE HOT WATER PIPES PER TABLE 4-1T. OATS .--EE PRAM® TO TRUE MID MARINE? WITH ADEQUATE DRAWINGS, EQUIPMENT 5IZiN6, HEAT LOSS CALCULATIONS PIRETAPED 5/8" 6W13, 'TYPE "X" APPLIED TO ALL GARAGE 9. PROVIDE 2.5 G.P.M. FLOW RESTRIGTORS AT • • CHORS AT TOP AND BOTTOM TO AVOID UPLJ T ANp AND MANUFACTURERS DATA ON EGtUIPMENT EFFIGIENGY SURFACES ADJOINING DWELiL1N&S LIVING, ATT1G AND SHOWERS. •• ,IC:s 11 • '•ISPL.AGEMENT. PROVIDE LATERAL SUPPORT FOR BEAMS, FOR ARCHITECTS REVIE N. CRAW- SPACES U.N.O. ' • 10. WATEEE't HEATERS SH MEET 191 ? NAEGA. . - -� 5 AND JOISTS PER usc 2306.'1. PROVDe 5. BATHROOMS, LAUNDRY ROOMS, KITCHENS AND SPA ' 2- 6'ARA&E CEILING elm LIVING SPACE ABOVE USING 11.. ELECTRIC HW TANKS IN NON - HEATED SPACES SHALL :a PORARY BRACING AS REQUIRED UNTIL ALL PERMANiENT ROOMS SHALL HAVE MECHANICAL F.)Q- lAtJgT N RIGID B OR = 5HALL U5E 2 L.AYFE.E 1/2" GWB X TYPE " ". 1 BE PLACED ON A NON - COMPRESSIBLE SURFACE AND THE° HVIEtpp• • E_. � �� I 5lJ � � N P •NNEGT10NS AND EiTiF`PE�NER'S ARE INSTALLED. DUCTING TO EXTERIOR, WITH A BAGKDP.AF`1' DAMPER, • 3. STRUCTURAL GI E'PORT • FORD VVE LL.i G SPACES, FLOOR INSULATED TO R -10. PROVIDE A MINIMUM JOIST BEARING OF 1 1/7 ON PER CAPABLE OF 5 AIR CHANGES P HOUR. SEE ENERGY WHEN IN THe GARAGE SHALL ALSO BE WRAPPED( , 12. HVAG EQUIPMENT SHALL BE SIZED TO A MINIMUM OF C T'' OF TUKWILA III • •D, 3" ON GONGFL!'�TTa. AND INDOOR' AIR QUALITY NOTES FO R FAN VOLUME AND INGWDING WALLS, POSTS, BEAMS AND JOISTS IF 100% AND MAXIMUM OF 150% OF THE DE51GN LOAD �D J u '� 4 a ! 1 ' some RATING. SEPARATE PERMIT REQUIRED. SUPPORTING FLOOR ABOVE. NNO), INSTALLING CONTRACTOR SHALL PROVIDE SIZING 1- 1 4. AIR DUCTS PENETRATING THE SEPERATiON SHALL BE • • • AND HEAT L055 GALLS. SHEET • ' 26 GAUGE OR HA' AN APFhZOVED DAMPER. • 13. RECESSED LIGHTING SHALL BE TYPE 1G OR NON 1G PERMIT CENTER • 4 . 5. DOOR5 FROP 16AFEAGE TO DWELLING 5HALL BE 1- INSIDE AI - TIGHT ASSEMBLY (1/2" G NS BOX). . . ' • • 8/8" SOU," GO ,E, T16HT FI TTING AND SELF-GLOSIN6.] . • 14. EXTEND WIND BAFFLES TO A POINT 12" VERTICALLY • ' , i , 1 A 4. . . A BOVE TH E TOP OF IN SULATION. • • • I . , i . r, ' • - . _ _ _ . _ .. .,.� .... _..._ ...R .. i ; o • • . ,.. '' . . )v - A //toe re.4m045 . �.1 - : t 3 19 ,i)d kil , • S$REVIATiQN9 /6ENERAI CONSTRUCTION, GT1°N, 41 4 AB. ANC.44OR BOLT INCL. P4GLUDC -. . TABLE 23•11-54 -14A L G SCHEDULE . ii ' A6V. I1►80v " �T INTERIOR 1. Joist b sill or gib lamina 3�i1 C� • ALT ALTERNATE LAM LAMINATED 2 Bridging to joist. toenail wadi end 2i - 1 al -K111 BLOC.KINb MAX MAXIMUM 3. 1 x 6' (25 rem x 152 man) sbfbor or kit to midi join~, boa nail _ 241 1 - BM BEAM MB. MACHINE BOLT - 4. Wider tan 1'x6' 2s on x 132 ism) sebfloor 4 sad, joist, bees nee 3-6 ! - GANT. CANTILEVER MIN MINIMUM • S. 2' (51 mm) sibfoor to joist or girder. blind sad face trail 1 2 - t61 1 • G.S. GARRIA6rE BOLT iIKG. �)DE' • 6. Sole plate to joist car biotic -ag. typical face a ad l6d as 16'' (406 nape) o e !( ,! e. • Go CEDAR N13 NOT TO SCALE • Sole puts to joist or biocfcng, at traced wall pawls .t 3-16d par 16' (406 cis) ‘101111111181, i / . v (� - C. 131J . GN6 JOIST GA. 7. Zbp pines b stud, seed sail 2-16d . r i t x t I • CL CENTERUNE O.G. ON C 8. ~TER. Stud to sole plats 4 toenail a 2.164. mad.aa - s • GLR GLEAM. Obi. OV8 - .,�.� . . 16d at 24' (610 amt) o.:. C.01 COMMON OW O1 ORIENTED STRAND WNW / - P B.O. �ovavl BY O1M1E A. Doubled toP plates, typical fao. sail l6d ai 16 (406 aim)) `3 �� - [ y r! 't" IL e A t, . G Gown OMP05maH Dons*: top Pietas, lap splice 8.1 e 1 GONG CONCRE=TE PL PLATE 11. Blocking between joists or mesas to top plata, toenail 3 GOVT CONTINUOUS P.T. PRESSURE TREATED 12. Rim joist to top plate, toenail 6d at 6' (132 aaaa) o e: N • d P�4NI" FYI PL • D.B. D"t=ADBOLT R RISER w 13. Top plates, laps and ersections. face earl 2 li't ,/ 1-------- rf---" DBL DOUB RELr7G RELOCATE 14. Continuous header. two pieces I' 16d at 16' (406 amt) o.c. along each edge D I � . DIAM 171AMETER RFQ•D REGVIR.ED 15. Ceiling joists to plate, toenail 3-Sd ' - E.E. EACH END R ROD AND SHICL.P 16. Continuous header to stud, toenail 44d • E.S. • EACH '..BIDE R.O. ROJ6*4 OP'!" 4Nb 17. Collin joists, l •. over • • 'does, Los nag A 3-16d Y'l WATER PROOF :) _ • M. MAGH elAY R.3. ROUGH SA *1 18. Ceiling joists to parallel rafters, Lae nail 3•16d 1 - - EX UC15T1N6 °.G. SOLID GORE 19. Rafter to plate, toeaatl 34d - "" '' , • ' OSED _ 5HT SHEET - ;,,,,,01,, -� F�V 20. 1 (25 mm) braes to each stud and plate, face nab 2-8d .._. - ; 5H 21. 1'x8• (25 mm x 203 mm) sheathing or leas to each baring, face nail Z•8d - "'�` � - • �' � - ;INAS. FINISH SKY 5KYL16HT O � 4 / ! ili F1131:3‘151105 F1131:3‘151105 F1131:3‘151105 :51.126 SUDiN6 • .2l wider than 1 x 8' (2 m 5 mm x 203 m) sbeatMeg to each bearing, face sail 3-8d P.J. F LOOR J OIST Set S HEARY4ALL . 23. Built -up corner studs 16d at 24' (610 nun) Pc. r /-e s )c- Li • Il • FP.L. FINISHED FLOOR UNE T TREAD 24. Built -up girder and beams 20d at 3T (813 men) o.C. a: lop and bottom and staggered 2 -20d at ends and at each splice f i � -4-- . • P' 05 FACE OP STUD T - ( *) • TIE DOY 4 (*) 23. 2' (51 mm) planks 2 -16d at each beenag /i PP PlP FIREPLACE T. 8. Tana.. BAR 26. Wood structwat pastels and • :2/ / \\\\\ • T • ` PT6 FOOTING TPL. TOP PLATE: Subnoor and wait sheathing (to framing): TYP TYPICAL '/2" (12.7 mm) and less 6d ,) ' � yf � , OLD 6 -L.AM BEAM 19/3• -314' (15 mnr nun) . 8d a Gds i '� b A5 L GL5 /GLAZING Tt6 TONGUE AND GROOVE - 7 /a " -1' (22 tmn mm) 8d . f • 6R GRADE UNFiN. - UNFINISHED 1'/8' -1'/4" (29 P m - 32 mm) 10d or us __,�_.,.._._ f. • t4 ' 6 G WALLBOARD YPSUWALLBOARD U.N.O. U.U.N.O. UNLESS NOTED OTHERWISE Combination sabfloor�tr�t (to [taming): ' 1/ HD OLDOP*L V$. VAPOR BARRIER 3 /4" (19 tam) and las • ,. Gds 2 1 ? i HDR H EADgR Y.6. 'VERTICAL 'VERTICAL 6RAtg�k 1 /5" - ).• (ZZ mm - 25 mat) • ads f ‘ i 3 f 7 L / • 1' /4 isms -3Z min ) H6T. i Od a WS HR HANDRAIL 1ND t4000 s (� .� ,l HEIGHT W .1. WROUGHT IRON Panel 27. Pl siding (to framing); i-q 1 i HEAT L».1!' 1/ (127 mm) or less+ i, • 6d ' --� s/ (16 mm) 8de g_1(IfilA HY`l HOT WATE 2 y rp , 28.. Fiberboard sheathing: ( GG ! '? ,,1 a • 1 /2" (12.7 mm) No. 11 ps . P r •,.- .� • W / I . No. 16 g a. 4 t -- ) 1,/ . "' u/ ' (20 mm) Na Ll g a t a 1. ' i y _- / A - , 2 ' v . 2 9. Interior paneling .....� t y - 1 /4' (6.4 mm) .- .. . • 4410 1/ i /a (9.5 men) 1 .. • Common or box nails may be used except t where otherwise stated. f ff x Li / 2 =Nails spaced at 6 inches (152 mm) on center at edges, 12 inches (305 mm) at IMerntediatt. •eptpxts except 6 Inches (152 men) at sit supports where spans an j /1 48 Inches (1219 mayor more. For nailing of wood structural and particleboard diepirr rte and shear wells, refer to Sections 2315 and ?315.4. Nails 7 / for wall sheathing may be common, box or casing. 1 4i. • 3 Common or deformed shank. mr ------ f .• cCommon. f • :Deformed shank. r f • • . 6 Corrosion. resistant s iding or l asing nails c onforming to the r equirements of Section 2304•:4. . ?Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (152 mm) on center at intermediate supports. • . "Corrosion - sistant roofing nails with 7 1t6- inch - diameter (11 mm) head and t t/2•inch (3p tnm) length for 1 /2 -inch (Z7 mm) sheathing and t - inch (44 mm) 1 length for /31 - inch (20 mm) sheathin conforming to the requirements of Section ?304.3. 9 Corrosion- resistant staples with nominal /16 - inch (11 mm) crown and it /a -inch (29 mm) length for I/2 -inch (12.7 mm) sheathing and 1 /2 -inch (38 mm) lag* ) „t L. • ABBRE�/)ATl f or u /32 - inch (2Q tarn) sheathing confotmtng to t e requirement of Sectio 23043. r EG i Q ��' /EL TR GAL/MEGHANiGAL lePanel sat at 16 inches (406 mm) [20 inches (508 mm) if strength axis in the tong direcltion of the panel, unless otherwise marked). Casing or finish nails , . I •3 - • spaced m inches (152 mm) on paneled es, 12 inches (305 m) at intermediate supports, t • • 1\if T5 LiGHTiNG 11 Panei supports at 24 inches (610 mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 miss) at intermediate supports. EaM ELECTRIC SERVICE METER 6?FIG 6ROUh1D FAULT INTERRUPT C.IRRCaJIT d' - r t - w- -- 0 - t~li `s -- --.7 ! � , f _ � +� _ \ . r ,� C • ; b T i . • E 5P ELecrRIG SERVICE: PANEL 512 SMOKE DETECTOR _ ..... _ _ __ _._ . t • U.&. UNDERGROUND Y'..3.L WATER SE:RYIGL° UNE • ev+4 !.L GTR WALL . IG A HEATER, H.B. HOSE BIBS : EE38 ELECTRIC B ASEBOARD G .O. GLEAN OUT ' • L1" .t9. LOCATE PER OY`WF.R G.A.R. GOLD AIR RETURN t • VTO VENT TO OUTSIDE • GPM GUBIG FEET PER MINUTE t: ��_ .' ELEGTRIGAL/ )r1EHANIGAL/ LIGHTING 5`i'•y180L5 u0 ' ,, Irit ELECT PANEL SURF AGE LIGHT ' µ I i SNITCH . i li/ $71 B WAY SWITCH . ELECTRIC METSi WALL MNT. 1.16HT s � . . • v p DIMMER 5Y`ITGH SMOKE DETECTOR ►�t►� RECESSED 1 . r a >�1r, --/ RFC v • CF YWT EX -iAU5T FAN GHAND I�.IE9Z co 4,4" TIMER 5 GH ; vfw . �U . . : pjPLEX OUTLET E' C ABLE JAGC FU JORESGP.TIT ���� • . , ■ HALr 5er raHLD NI P DOORBELJ .%CH • TRACK U6HT � • SPEC. /+f'PLIANGC PHONE .TA CK PULL CHAIN LIGHT . 0 FLOOR OUTLET 1 THERMOSTAT 6AS MET t \ t r CATS Se 220■+ OuTtzr t7e.l HEAT REGISTER 0 FLOOR DRAIN i • ogle YNAT7~RPRIs OUTt.>"T E.I..EG. 8A9E E30 �"'T` h HOSE 8t8 . it• 6PIG OUTLET • • . • t r • �� • • E • • . 1 • • • • . • • foundation plan interior shear wall truss centered on wall trusses offset from wall floor ties holddowns shear wall schedule stud framing first floor plan second floor plan second floor framing roof framing plan ININPOIAl SGT+EPULE SSdg Fixed AREA 2/0X2/6 Patio Sidg Fixed DOORS 20.000 0.19 320 Solid urethane 11.750 0.39 6.92 13/8" ..1 WEIGHTED 'U" 6A5 WINDOW M NUFAGTURER DOOR MAN FAGTURER CHAPTER TER 5 COMPONENT PERFORMANCE APPROACH L OCCUPANCY/ OTh ER FUELS OWNER: kbAK Rc4s 5_ f c PLAN *: 16 HEATED FLOOR AREA: 1E4 GROSS WALL AREA: GROUP R OCCUPANCY TARGET UA TARGET ASSEMBLIES CEILINGS W /ATTIC ( WALLS (R- 'TK1INI; , ij x062 SLAB ON GRADE (R -10) RIGID ► .54J 5/12 PITCH (R -38) .035 ININPOIAl SGT+EPULE 4/0X4/0 2/oX2/O SSdg Fixed AREA WEI6HTF.D 'U" 6,445 DOORS Solid urethane WEIGHTED 'U" 6A5 WINDOW M NUFAGTURER DOOR MAN FAGTURER CHAPTER TER 5 COMPONENT PERFORMANCE APPROACH OCCUPANCY/ OTh ER FUELS OWNER: c PLAN *: 16 HEATED FLOOR AREA: 1E4 GROSS WALL AREA: 2089 e.ry e /4w► GROUP R OCCUPANCY TARGET UA TARGET ASSEMBLIES FLOORS (R -19) -) .04 I CEILINGS W /ATTIC ( .036 GEIL(N6S VAULTED (R -30) .034 FLAT CEILINGS M/ ATTIC (R -38) . .031 GLAZING 15 % OF FLOOR AREA (U _ , ') .650 240.8 1565 WALLS (R- 'TK1INI; , ij x062 1811 112.3 DOORS R -2.5) j .400 31.75 15.1 SLAB ON GRADE (R -10) RIGID ► .54J 4/12 P!TGH (R -38) .04C 2.0 ft. BELOV`l GRADE iNTERiC?R WALL (R -i.r) -)43 .330 5/12 PITCH (R -38) .035 sLAE ('R -1O) F= .690 3.5 ft. BELOW GRADE INTERIOR WALL (R -11.) A .041 17.44 4 11.9 SL-1.S (R -10Y F= .640 118.1 .190 •7.0 ft. BELOW GRADE INTERIOR WALL N-10/14 4 .031 14.b SLAB (R -10) F= .510 j ! TARGET TOTAL. GROUP R OGGUPANY PROPOSED UA PROPOSED ASSEMBLIES I "U" T AREA `L X A U or F Value FLOORS (R -19) 1 Component Footaca Heat lose in STUH A. Window,Skylite 1 FLAT CEILINGS VV ATTIC (R-50) .03 ' .516 FLAT CEILINGS M/ ATTIC (R -38) . .031 (pito 32...2A. • SCISSOR TRUSS 4. -12 PITCH (R -30) .043 5/12 PITCH (R -30) .039_ r 2622 4/12 P!TGH (R -38) .04C Wood 1 3/4 SG .330 5/12 PITCH (R -38) .035 CEiL.INGS VAULTED (24" 0) 2 X 12 VENTED (R -30) .053 .390 17.44 4 11.9 GLAZING . i 161 230 _ 118.1 .190 2 X* 4 WALLS STANDARD ( tr) LAPPED WOOD tg-411 .082 . 178 14.b 2 X 4 V'�IAL.LS STANDARD ($r 4) T1 -11 U .088 .254 1643 37.15 144.6 10.12 DOORS ! SLAB ON GRADE (R -10) RIGID W/ TB .540 .C36 .031 1.66 1.43 R .2.0 ft. BELOW GRADE INTERIOR WALL (.R"I �'►)' .06 .6C0 D. Wail Insulation .002 SLAB (R -10) W1/ T3 F= 35 ft. BE:..OW GRADE INTERIOR WALL (f •}t) Nti, .058 above 4 below grade R -11, wood studs .088 SLAB (R -10) 1`1/ TB F= .5 -10 .05 6650.456 R- 21,wood studs ?.O ft. BELOW GRADE INTERIOR YVALL (.-111) Aka SLAB (R -1O) W/ T5 F= .420 . E. Floor Over Unheated R -19 PROPOSED TOTAL • TOTAL. TARGET UA TOTAL PROPOSED UA EQUIPMENT 51 363 363 3 Building Component Description - U or F Value Heat Loss Facto- Component Footaca Heat lose in STUH A. Window,Skylite Double AAMA tested .516 23.-14 230.0 5454.26 Sliding 4 Swinging bless Door Double AAMA tested .315 17.,E 8. opaque Door Wood 1 3/4 w /panels .5'10 2622 . Wood 1 3/4 SG .330 15.`8 Wood 1 3/8 SG .390 17.44 4 11.9 518.44 insul. metal w/TB .190 .8.14 '20.0 174.80 insul. metal w/T13 .142 6.53 G. Roof /Ceiling Insulation R-30 R -38 .C36 .031 1.66 1.43 I MO I72.41.4- D. Wail Insulation R -11, wood studs .002 3.77 178.0 671.42 above 4 below grade R -11, wood studs .088 4.05 1643.0 6650.456 R- 21,wood studs .057 2.62 E. Floor Over Unheated R -19 .041 1.89 950.0 1791.'70 5•ace insulation R-50 .029 1 33 F. Slab On tirade Floor R -10 .540 24 54 Perimeter Insulation 6. Basement Floor None .032 1.47 ._._.. " H. infiltration _ Post 1980 .018x.6 AGH 0.50 X704.0 6352.00 1 • CITY OF r KWila JUN 2 4 200? -PERM►T CENTTG DHL�(heated floor area) 1605 Minimum Required Equipment Size = DHL x 1.0 Maximum Required Equipment Size s OHL x 2 Proposed Equipment size (output) reAc s Ike A 1ccf ►LYE. •\ t DATe 1 first floor electrical mechanical fireplace framing foundation at grade change garage doors slab on grade reinforcement schedule ., -, w NW 1/4, SECTION 10, T23 � , Y . M . E �" :. , 8 a,•M i •,; v # . .‘ - , GENERAL. CONSTRUCTION NOTES CONTRUCTION SEQUENCE ,_ . y NV ;.. I` , _ 1 ALL. WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION 1) ATTEND PRE - CONSTRUCTION MEETING. ,s ` ; .z, " STANDARDS (1996) AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (1998). : = ' - :::,..T i^ 2) FLAG OR FENCE CLEARING LIMITS AND INSTALL FILTER FABRIC OVER EXISTING CATCH bASINS. _.+ . a '4 - . � - i ,times � � . z * is 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE - WASHINGTON STATE -,�i, '% jet ,o J - .,, g DEPARTMENT OF TRANSPORTATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL 3) GRADE AND INSTALL CONSTRUCTION ENTRANCE. ,,>;.- L '� �- ` • CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF TUKWILA INFRASTRUCTURE , , f - ! ,`1 c 4 i : DESIGN AND CONSTRUCTION STANDARDS. 4) INSTALL PERIMETER PROTECTION (SILT FENCES. ETC.) J_.L : ; ; ,L,,A 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CTY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION 5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY. , �,� CC ��__ x STANDARDS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 14 ■ , �' 4 • � WP _ 6) CLEAR, ROUGH GRADE, STABILIZE SITE AND CONSTRUCT BUILDING. x .'% ' � 4. A PRE - CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION w' '-3,\ $- � . • . A • ," �1 PROJECTS. -. � . , 7) I • NSTALL SANITARY SIDE SEWER. 1- -= g = V'1�' r „cif 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR 8) INSTALL STORM DRAINS AND INFILTRATION SYSTEM. VICINITY MAP UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. el" , "_� PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1- 800 - 424 -5555) FOR JTIUTY LOCATIONS 9) INSTALL FILTER FABRIC OVER ALL CATCH BASIN GRATES. (WATER. SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR 10) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY STANDARDS. 3 IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS co AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 11) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON CR Thee plans have been nce is sub try coed "+y the erP *t�lic rs Z p TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, PLASTIC SHEETING, OR EQUIVALENT. ��orks Department . for cc+aforTnance will? rlrrent - 2 00 Lo tandards Acceptajec' cc ro and I;O 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE 12) INSTALL WATER MAINS AND UNDERGROUND UTILITIES. c:.2t s ssions which do not atnhor� �:,larions of W Q Q I RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE adopted standards or he ue nci. The responsibility O 3 N CI OF TUKWILA. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND for the ade ua of :he .iesi rests totall i I PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 13) COMPLETE FINAL GRADING AND PAVING OF DRIVEWAYS. q cy gn y with the = w designer. Addition.!, deletions or revisions to these et- draw net et_, this 'ate will void this acceptance Y O 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY USING 14) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. and grit require a resubmittal of revised drawings 0 I < c TEMPORARY OR PERMANENT DRAINAGE EROSION /SILTATION CONTROL PROCEDURES. for subsequent arproval. 0 N - 15) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN UNWORKED FOR MORE THAN 30 V 9. !T SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE HE TRUE ELEVATIONS AND LOCATIONS OF ALL DAYS. Final acceptance is subiect to field inspection by UNDERGROUND UTILITIES. the Public Work utilities inspector. 16) CLEAN OUT STORM DRAINAGE SYSTEM. Date: By: C 1 10. EXIS SING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12 ") OUT F /a/� FROM THE E3GE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT 17) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE ALL ESC FACILITIES / EMULSION (CSS -1). (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED. . . 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE - CONSTRUCTION MEETING. M 1 - 1- 12. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY GRADING AND EROSION CONTROL NOTES � f- 0 p CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO. RS -14. 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER 1 WITHIN THE CITY OF TUKWILA, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FA:ILITIES MUST BE CONSTRUCTED F+y t!) uj to UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'), UNLESS OTHERWISE APPROVED BY THE CITY OF TUKWILA. AND IN OPERATION, PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. W L < < 14. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A ► WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS JSED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED . c CI 0 DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL M cc X 15. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, K.EPLACEMENT AND ADDITIONS Z t P CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY; TO REMOVE TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UN -IL FINAL SITE CONSTRUCTION IS r 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. Fi-� y DRAWINGS" REQUIREMENT. 5. ALL AREAS OF ACTIVE EARTHWORK, WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT P PR RTY OE ,-,ND 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE DRAINAGE WAYS, MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: 14 INCHES (14 ") WITHOUT ADDING NEW SECTIONS. W FROM APRIL 1 TO SEF (EMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, 1 • 18. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER SHALL BE STABILIZED WITHIN 10 DAYS. ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAILS. ALL UTILITY CASTINGS OUTSIDE OF PAVED FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS CI) N N N AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM. WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS 0 o 0 • 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF SDR 2• OR 35 PVC PIPE OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. Q Q Q • TO MANHOLES OR CATCH BASINS. SANITARY SIDE SEWER CONSTRUCTION NOTES Z Z Z 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12' -6" FOR SDR 21 OR 35 PIPE. • Li 1 THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR FEET J __I J 21. BEDDING, BACKFILL AND CONSTRUCTION PROCEDURES FOR ALL STORM DRAIN PIPES SHALL BE IN ACCORDANCE WITH THE (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT l` CITY OF TUKWILA STANDARD DETAIL NO. DS -11. AND DS -12. WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL • 22. BEDDING, BACKFILL AND CONSTRUCTION PROCEDURES FOR ALL SANITARY SEWER PIPES SHALL BE IN ACCORDANCE WITH BE INDICATED IN BLACK PAINT ON THE 2 X 4. • THE CITY OF TUKWILA STANDARD DETAIL NO. SS -11. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO CONSTRUCTION. 0 23. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACKFILL PER WSDOT 3. THE SANITARY SIDE SEWER SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE 0 Z ti STANDARD SPECIFICATIONS SECTION 9- 03.14. UC LIRE UESIGN AND CONSTRL CTION Z STANDARDS DRAWING NO. SS -1. THE CITY OF TUKWILA SHALL DO ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES. THE CONTRACTOR 0 0 m SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. t~ co w WI 24. PIPE TRENCH BACKFILL MATERIAL THIN THE IMPROVED RIGHT -OF -WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN a CONNECTION IS PERPENDICULAR TO THE CITY STREET, AS PER CITY OF TUKWILA STANDARD DETAIL RS -3. WATER SERVICE CONSTRUCTION NOTES Z 0 ! C7 W N t s 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM y w . I WI THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF TUKWILA. 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO CONSTRUCTION. Z O tz II t Lb Z 2. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES AND METERS SHALL BE PER CITY OF TUKWILA INFRASTRUCTURE DESIGN AND Z p N CONSTRUCTION STANDARDS DRAWING NO. WS -18 AND SERVICES SHALL BE A MINIMUM 3/4 INCH. THE CITY OF TUKWILA WILL INSTALL THE METERS. WCn a AI. 3. ALL VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. WS -13 OR WS -14. Z A ot '¢ ...e RECEIVED R LEGAL DESCRIPTION. EC 1 CITY EC OF TUKWILA �4 I r 1 I 1/k 1 EARTHWORK ESTIMATE SHEET INDEX JUN 2 4 ?002 LOTS 3, 4 AND 5, BLOCK 2, HILLMANS MEADOW GARDENS ADDITION DIVISION #1, PERMIT CENTER l ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 63, CUT 30 CU. YDS PER LOT SHEET 1 SPECIFICATIONS PROJECT NUMBER RECORDS OF KING COUNTY, WASHINGTON. FILL 30 CU YDS PER LOT SHEET 2 EROSION & SEDIMENTATION CONTROL PLAN 02 -005 SHEET 3 GRADING & DRAINAGE PLAN ' be) / `� .0'1 SHEET 1 OF 3 • . . a 4 ' ♦ II \ r ___ / - 0 NW 1/4, SECTION 10, T23N, R4E, W.M. - 8 1 ,... • - 0 ,..., LTER new MATERIAL 36 mIN 610E ROLLS .....11111■111.111: u STAPLES OR 6IRE RINGS T'C ATTACH FAII/C TO 60E. .1 ._, GRAPHIC SCALE JOINTS IN ;mu EAC SHALL EIE SRI.,_TT1 AT POSTS. ..-. LI .. WI '3. v rir BY 14 GA *WM ' , ! . VG . - FABRC OR E01.6vALENT I A.TERIAL_N, ti r. ! C.) „ ■ ELEVATION DATUM: ASSUMED %411111iin 1 _ iiiii.11.1.11, I 1 2%2 LLTERFAEIRIC I 1O 4 t - BY •4 GA_ *P FABRIC OR EQuiv I r4 _ +:X •;: . _ .. 1 rt I - - • Ll ., BENCH MARK: CATCH BASIN GRATE ( DI FUT ) ::::::::000ACAN:10 .•:•::::::•:•: Pi STANDARD STRENGTH 1 i p2s , EAST OF LOT 42, ELEV.=114.00 1 iriclz A. 10 ft X+:0':•*:1:•: 241PN I FAEIRIC IS uSED I 24 ,,t -, 1 Ct. ,:g•e:•: i I -*74' 1 1, laN 4 1 ' '' - '41tIp hariNt .: ! 36MtN ! 0 . i*ole . 'P.A. '...., , i -- 4 miN. TRENCH. . • : ' s - - .... ,,v- --.. ..,• ..-:- .,". • " EXISTING WATER METER • . I , pimmillow r BOTTOm OF FILTER 4 BACKFILL TRENCH WITH *84 ,. • - - '77 '" A • ,,.; --` \ e MATERIAL IN 4%4' TRENCH ...it. -- 3/4" wASHED ROCK 12"M1N 1 1,14, 6 " AX_ 'I; 1. M ----4 EX \ ISTING CATCH BASIN EXISTING 12 D_. STORM DRAIN I VANED GRATE: 114.00 \. J, , i I 4' MIN --, FLOWING NORTH N T z; `• *000 POSTS, EQUAL ALTERNATE. STEEL FENCE POST STANDARD OR BETTER OR S rx4" WOOD POST-/ 1E(12 DI): 111.50 - ' STEEL FENCE POSTS INSTALL FILTER FABRIC OVER \ I j ' , CATCH BASIN OPENING f NOTES: - EXISTING WATER MAIN (/) 7 _ --- ...!-- A THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTh OF THE BARRIER TO AVOID . CD R i , .....,_ _____ -..... -- I W $ US E OF JOINTS. *MEN JOoN CE TS ARE NESSARY. EILTER CLOTH SHALL SHALL BE SPUCED TOGETHER ONLY A' .J A SuPPORT sc LA ..t. w -I r . W- , POST, +MTH A MINIMUM 6 INCH OVERLAP. AND BCTH ENDS SECURELY FASTENED TO THE POST D '''' OD b I W W W w `I i w , W B. THE FILTER FABRIC FtNa SHALL BE INSTALLED "0 FOLLOW THE L.ONTOURS (WHERE FEASIBLE) T-iE FENCE POSTS t 0) SHALL BE SPACED A mAxImUil OF 6 FEET APAR AND DRIVEN SECURELY IN' C THE GROUND (MINImuM OF 12 INC.HES) vi NCH SHALL BE EXC.AVATED, ROUGHLY 4 INCHES *DE AND 4 INCHES DEEP. URSLOPE ANC ADJArENT TO THE 43RD VENUE S W000 POSTS TO ALWW THE FILTER FABRIC TO BE BURIED 0 A . - z� tr) " L.LI < < 04 I , , 4 4 _c .c.11 C. A TRE IC:‘' C. ...--. cD r-- 1 L.L.I L1 C1 ' Cr) [ . -4 48 TRUCK SEWER -4,- D. VMEN STANDARD STRENGTH FILTER FABRIC IS USED, A *ARE MESH SUPPORT FENCE SHALL B FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY rY *ARE STADLES AT LEAS' , 'NCH LONG, TIE WIRES OR HOG " ,-) I L i t RINGS THE WIRE SHA.-L EXTEND INTO THE TRENCH ,, mINIMUM OF • INCHES AND SHALL NOT EXTEND MORE THAN I - 4 I -i <2 " 36 INCHES ABOVE THE ORIG c, INAL GROUND SURFA1-.. < t E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE. AND 12 INCHES OF THE .-- (1) 11 N___ EXISTING II I ** - FABRIC SHALL BE EXTENDED INTO THE TRENCH. TK SH FABRIC ALL NOT EXTEND MO THAN AN 36 INCHES ABOA THE ORIGINAL GROUND SURFACE FILTER FABRIC SI A ' NOT BE STAPLED TO EXISTING T REES 11 SANITARY SEWER , ti C F. WHEN EXTRA- STRENGTH FILTER FAeR:C AND CLOSER POST SPACING ARE USED, THE 1MRE MESH SUPPORT FENCE 14 A v : - ' I ; it , _ -. BE ELIMINATED. IN SUCH A CAS(, THE FILTER FABRIC 'S STAPLED OR WIRED DIRECTLY TO THE POSTS WITI-4 ALL PO NYIN 3 G G 4 --" I `______,_ ._J ,__ _. _ .__, .(--- G a‘ G G OTHER RviSIONS OF STANDARD NOTE E APPLG 0 11 --*%46 k ' ,i L -4 \ ---------- , _t_' _ _..) 4 __, ,.._. 1 _ _ .. ,... G. THE TRENCH SHALL BE BACK ID WITH NATIVE SOIL OR 3/4" -1.5 WASHED ROCK - ,_, ‘-_-_ 0 : _., '-:: 0 _-_. i 7( _r '... _ ,.., , - ,_, s_ - .... L\ --:.-_> ... - -' b H. FILTER FABRIC FENCES SI BE REMOVED WEN THEY HA VE SERVED THEIR USEFUL PURPOSE. BUT NOT BEFORE TH T. K) 7_ 0 . \-. = 7 -, 1 X _i 1 - - _\ -_-_ --' -- '..1, - . C ,,-, -_, \__, _ 0 ,_,, 1 UPSLOPE AREA HAS BEEN PERmANENTLY STABIZED ._ _, • - • i .-J ,., ...., ./ '-i ._. „ ' - - X . ‘, - -, -. - - ' EXISTING . . ... ... ,.., ti ,. - ._> - , , - _ , ._.: I. FILTER FABRIC FENCES SHALL BE INSPECTED IMMED,A TEL Y AFTER EACH RAINFALL AND AT LEAST DAILY DURING GAS LINE - , ,- 0 '--, ., ..., :. 1 - -..-. ' , ./ , - \-, - ' , ■ -.• j PROLONGED RAINFALL. ANY REQURED REPA SHALL BE MADE ImmEDiATELY _.) __ ,..' ‘J • IIRS . , - ' -, I • - , •_, ,_, , _ `,...' '---.‘ ' •\ 'm (-- CT (.-2 _ - • - r '-' . J. .._ ,_, .._, _ _. - . _ - c - .), * r:Z._ Ii■ ., k , q 11 i t.....• i i i • -n.f \ DEPTH IS ANY DAMAGED OR CLOGGED FENCE SMALL BE REPA1RED/REPLACED IMMEDIATELY SEDIMENT MUST BE I ' t Z \ ' - -1-;;.---..-, "MIMI -.......- .. .. pr , REMOVED WHEN THE SEDIMENT DEP IS 6 INCHES OR GREATER CONCENTRATED PLOWS APE E 6 VIDENT uPHILL OF P 1 5 8 _ ,-. _ , . _ ,.,, THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYEt TO A SEDIMENT TRAP OR POND , ,, 0.4 __: _ i/ 1 77 SILT FENCE DETAIL S - - .-"N , ' c; -- )1 1 - NI --......... -, )1 . T , = _,,.___‘_-__... .... ___•=4.,_ __ ;-;., c , __. •.. ; :7. vl I . NOT O SCALE , `'-.-- - , _ 11 - .... ' - s: -I 9 • ' . ' 4 - 1 . .... ...... Z ___. --7. < << CLEARING LIMIT IS THE *4 I C-) / ---...."- 1 *- - *:. ir, -• - ziFi " , ----- „ . I, 11 L . . ›.. INSTALL TEMPORARY SiLT FENCE 0 0 0 1 1 o 0-...4 et ce ce PROPERTY LINE : . , (PER DETAIL) AS NCESSARY PO f" E to r0 • ,' , • , . 11 , Cr) vt it ` , • , . ., , ., , • ___ N Il ' • I • . c * - . \ >4 , ,, ii • . it. 0 - - \ 0 I I . . , 1 .„.„-.:---,;--.--..., , . 1 1 _ ____„_-, - - ••-...., , r4 ' 1 __,..,--- - '--._. , - % ..--- --., • •:. Li :------ j , ..„, l'.. I , EROSION AND SEDIMENT CONTROL NOTES - - 1 - 1 - ' .. - ••• -" - . N •.-- -- ii . , - I It , >g INSTALL TEMPORARY CONSTRUCTION ENTRANCE ' 1. The implementation of these ESC plans and the construction, ' L : , PER DETAIL ..--- --- maintenance, replacement, and upgrading of these ESC facilities is . 7-j ',-; , ..• 7_, 7 C s‘ ‘ .. ;1- . 4 4 , ' , .: '' . , the responsibility of the applicant until all construction is approved . i i . and the site stabilized. ,,e. r, ..:, A : 0 )4 ..,.- , / .;," , ! > . , ' - '' - ' C)>0 ...0' • f 1 . R, . -- 25 - • -- 1.....4 , 2. The boundories of the clearing limits shown on this plan . : , Ei°.XG . E7A s".s. shall be clearly flagged by a continuous length of survey tape i 1 , . , : ' , I - .--., . CV N N --O . Ie , r) ../4 , , (or fencing, if required) prior to construction. During the : ; ! > * i , . . , 0 0 0 construction period, no disturbance beyond the clearing limi 8 . ts , : 1 ; '1 . . , ! 1 . . • x . , . , . , -, o o o , . _ . . , . N4 CNi . i shall be permitted. The clearing limits shall be maintained by 0 . . , , . p----- • , ,- - • ,_ CV c 4 . - , __ the applicant for the duration of construction. - ..: o ' . , --., ...- . . ••••• „ . •• • o - .... ,,,. • 12 DEPTH 3. The ESC fac 0. _ ilities shown on this plan must be constructed , . " , • , ° ° ° ' . , Z Z Z prior to or in conjunction , ction with all clearing and grading so as to , , - . r 4"-6" QUARRY SPALLS • (...,/' - - • ensure that the transport of sediment to surface waters, drainage . • ; . 1, , - ' .. , .„ I•li w u- ;7 _4 i , systems, and adjacent properties is minimized. , ized. . .- - - ''l ci) L._ , ' 4. The ESC facilities shown on this plan are the minimum : um 1 • . , - , requirements for anticipated site conditions. During the . . ' GEOTEXT1LE FABRIC UNDER ,",.7.,,,,,, ' 6 4 construction peri (MARAFI od, these ESC facilities shall be upgraded as , , ' , ' QUARRY SPALLS N . 1 ' 600X CR EQUAL) • needed for unexpected storm events and modified to account for • - .. ., . - - • , 4 , 0 , , c , . , changing site conditions (e.g., additional sump pumps, relocation . . . • , .. F . . : N ':. . N - E . . . , , E ' • ' ", ' CLEARING LIMIT IS THE Z , . , of ditches and silt fences, etc.). , ' •,' --- :.i-{. - . ' c •-• w . PROPERTY LINE it■ 5. Any areas of exposed soils, including driveway embankments, ' , . that will not be disturbed for two days during the wet season or . . Z ., 0 - AE:, .7 , , Th . , :. , -, \• ,..):.',- s 1■IC co om seven days during the dry season shall be immediately stabilized , ' 1. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, r Z Cil g° with the approved ESC methods (e.g., seeding, mulching, plastic , . , " ROOTS AND OTHER OBJECTIONABLE MATERIAL THE QUARRY SPALLS SHALL BE PLACED TO THE 10 44 0 • . r-. I■4 cq It .4 covering, etc.). , • SPECIFIED DIMENSIONS. ANY DRAINAGE FACIUTIES REQUIRED BECAUSE OF WASHING SHOULD , , , " BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, 6. Any area needng ESC measures not requrng mmediate - , • .... _ W > 1 . THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. iii i . . . - . . . _ _ Z44 010 _ - • - - • --- - . _ attention shall be addressed within fifteen (15) days. ' , - - - -- 2. AGGREGATE. 3" TO 8' QUARRY SPALLS PER WSDOT STD. SPECS. SEC 9-13.6. 3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 12" THICK IT MUST 0 ••• 4 al 44 7. The ESC facilities on inactive sites shall be inspected and ' ' EXTEND THE FULL WI DTH OF THE VEHICULAR INGRESS AND EGRESS AREA THE LENGTH OF L, Z . ,. „ ...... maintained a minimum of once a month or within torty-eight (48) _ THE ENTRANCE MUST BE AT LEAST 100 FEET. , 4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED Z ° Ics hours following a storm event. • FROM VEHICLE TIRES BY CONTACT WITH THE ROCK ENTRANCE, THEN THE TIRES MUST BE WASHED Al ' , BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM HE W (/) C4 0 I t 8. At no time shall more th ( an one 1) foot of sediment be . 0 .... allowed to accumulate withir a catch basin. All catch basins and Lot 5 Lot 4 Lot 3 ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE. 0 conveyance lines shall be cleaned prior to paving. The cleaning 5 MAINTAINENCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT E-4 al ot TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP operation shall not flush sediment-laden water into the downstream 4 DRESSING WITH 2' STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN 0 OF ANY system. 3C . 30 ' 30' STRUCTURES USED TO TRAP SEDIMEN" ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED 9. Stabilized construction entrances and driveways shall be *, V ' , oi-4 1 1 --- -.... IMMEDIATELY BY SWEEPING. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE ■1111111, installed at the beginning of construction one mairtaired or the , , 1, '11.1.11"."...."""' STREET, EXCEPT EN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. , . 1 f t. / 1r MEN . . , duration of the project. Additional measures, such as wash pads, '4\N.... ."X`D , 4b• .0 may be required to ensure that all paved areas are kept clean for • the duration of the project. CLEARING LIMIT IS THE STABILIZED CONSTRUCTION ENTRANCE 10. Where straw mulch for temporary erosion control is required, PROPERTY LINE NOT TO SCALE RECEIVE PROJECT NUMBER it shall be applied at a minimum thickness of 2 to 3 inches, , CITY OF T'KWILA or 2-3 bales per 1000 sq.ft. ap.......... jo 2 4 7002 PERM , SNTER 02 - 005 SHEET 2 OF 3 . . . . . , `:.a.41 ti4'.'ir,. . . 1 .. .,„ , 1 ill , . 1 0 id a _ \ NW 1/4, SECTION 10, T23N, R4E, W.M. - 8 • EXISTING UTILITY POLE Cr".. EXISTING WATER METER EXISTING FIRE HYDRANT TO REMAIN / _ ODF DOWNSPOUT > , 15.0 I EXJSnNG 12' D.I. +•• ■� 'y 8 ^i ,' STORM DRAIN C..., EXISTING CATCH BASIN FLOWING NORTH TYPE 1 CATCH BASIN ` _ ' G 1 VANED GRATE: 100.00 v:TH VANED t"�cA s � � ;_�� INSTALL 24 • - *4 REBAR IE (12 "DI): 97.90 ExtsnNG WATER ACETER CIF DRE - - .___ '� - � $ 4 / ' 1 231 cr h w w W w w W� h W W IW ,� •� Z, ! ! t 5I� , 1 INSTALL WAR METERS � • ` • I FLOW :i- 4 i _ 43RD AVENUE S. A P TRUCK SEWER ` SLOP200% MIN. y 12 'MIN. Q ! ' -a' LEACH BED TUBING i S!SS, 1 s 1 s i - - -- - - - -- - - - - -- ON LEVEL GRADE cn - -- - ------ 5- - - - - -5 - -- 5 - - - - -- - - -- n a v� � R FABRIC I(_- S S DRA INAGE FLOW ALO W1 ..)-4e. ED I * r 3' LTE A Ri C LINER I EXISTING EXISTING 6 SIDE SEWER `') 1/4 � MESH INLET i 12 IN �1 �, �L DRAIN ROCK ' � Ft - ON S ICv S A NC TOP Z IT I SANITARY SEWER II & [ ROAD SHOULDER - • _ ' O DR WELL - 2 E I{ C” o I G G Rr s G lR v^ 1{ G G L � - `` I W Q Q I mi. c 20' I 20' "' t ' VE SEASONAL �r'ATER i EXISTING I 20' ( ' + l i O = 3�� GAS LINE 12' .N A�� _ I N M ' I A , O, I '.•� -� �R RESTRICTIVE LAYER el- 1 y A I ' L WT ER MA 1---_ 4 < I O I �OF r O S g r II qo 4. AND SERVICE CONNE - 4$, -�� I O Q v • EXISTING 6" SIDE SEWER O \k FO I� •rI O C PER INSTA CITY L STANDARDS _ p DRY M E LL D E TAIL 2 T 6" PVC CLEAN -OUT 30' 30' : 30' SCALt: 1"= 2 / 6" PVC TESTING TEE 1 o O >> / §.. 5" x 4" REDUCER ,�N I I r: C8 I I I E 11 1 •B 6" PVC CLEAN -OUT / IE ? I I -: I KJ. o I I \ p _'_' - J 6" PVC TESTING TEE I I + d e: CB4 __ 6" x 4" REDUCER 10' INSTALL 1" POLY .��I` _ Woo , IE 102.56 ��';� ►ate 10' 4 P� WATER LINE (TYP) ��, �� ' (TYP) j 200 PSI DRISCO PIPE 27' 9.OT� f , 5.0' ; II ' I / DRY I / I II I Ii D WELL , 31 i II 5.0 i g II Ill g i 48" DIAMETER n ._ ,, PER DETAIL i VC SIDE SEWER ! 21.0' S =P WITH 4" I -� 21.0 1 I 21.0 / • - - II c II I TYPE 1 CATCH BASIN (TYP) / -"'� Q O O 4" P CLEAN-OUT NEAR 1 7 I I I I I ` ; c - ) , J --I WALL 1"'"� \ I /�� I 4" PVC SID SEWER -1 •/ / �� _ 4" PVC TIGHTLINE i _.---------- \� -U� -, I i I � S=2 00% WITH d' � a / P / 2" COMPACTED DEPTH i �- � 06 BUILDING SLOPE= 2.009'" MIN. l/ BUILDING OUT NEAR el CLASS "B" ASPHALT CONCRETE CATCH WHERE A REQUIRED SUBGRADE COMPACTED TO 959; _ I BUILDING WALL // E� B MAX. D ENSITY PROPOSED `� i Q Q Q P ED UNDERGROUND , PO ROPOS ONE & TV CABLE I / * 1 I (SEE SPECIFICATIONS ON SHEET 1 `�./ 4" MIN. COMPACTED DEPTH ) ASP TREATED BASE -� • F.F. 114.7 0 F.F. 114.4 F.F. 114.1 0 PROPOSED 10' SIDE NOTE. MATCH APRON SUBGRADE WITH G ARAGE I ! GARAGE GARAGE SEWER EASMENT L_ `� J + H In R In p p M PROPOSED PROPOSED PROPOSED SUBGRADE OF WEST MERCER WAY • o ! ' 10' UTILITY li P4 1 EASEMENT PRIVATE DOWNSPOUT CONNECION - ____PROPOSED GAS SERVICE LINE DRIVEWAY CROSS - SECTION POINT (TYP) _ - ° - - _ I.,?. - .- _ SCALE: 1 2' -- 5.0' -- DRAINAGE PLAN NOTES: E'er T 1. STORM WATER ER RUNOFF FROM EACH M 1 I -+-� 5.0 - OM HE ROOF AND DRIVEWAY AREAS FROM _ACH LOT --.. 0 ' . --.-I 5.0 - I --0-I 5.0' SHALL BE COLLECTED IN A TYPE 1 CATCH BASIN AND THEN ROUTED THR� JGH A 4" O N I N 1 1 PVC PIPE TO A DRYWELL. ? 0 0 0 F.F. 115.2 F.F. 114.9 F.F. 114.6 2. A MINIMUM OF TWO DRYWELLS WILL BE INSTALLED ON EACH LOT. ONE FOR EACH N RESIDENCE RESIDENCE RESIDENCE CATCH BASIN DATA N fV PROPOSED PROPOSED PROPOSED `- 1000 SQ.FT. OF ROOF /DRIVEWAY AREA. , p p CI CB3 3. THE FINAL GRADE ELEVATION SHOWN ON THIS PLAN MAY BE ADJUSTED AS �. /" Z Z 0 1 GRATE: 113.9 NESESSARY TO REDUCE CUTS /FILLS AND /OR MAINTAIN 1% MIN /5% MAX SLOPES FOR DRIVEWAY, DRAINAGE TO CATCH BASINS AND FLOWS ALONG 43RD AVE. W w w IE. 110.9 4. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION. '= J • CB4 5. SOIL LOG TEST HOLES WAS DUG ON THE LOTS NEAR THE DRYWEL� LOCATION. THE V 1 SOIL TYPE AND STRATIFICATION WAS THE SAME AS FOLLOWS: . i GRATE: 114.2 ■ = / ' -_ 7 _ /- 1E:111.2 0 -3.0' BROWN SILTY FINE SAND Illit: CB5 3.0 -10.0' GREY /BLACK SAND V NO EVIDENCE OF WATER TABLE ENCOUNTERED Z 20 -0 --►I 20 -0 20 -0 --0-1 ` GRATE: 114.5 SCS SOIL CLASSIFICATION: URBAN LAND 0 ~" IE: 1133 w Lot 5 Lot 4 Lot 3 6. ALL PVC PIPE SHALL CONFORM TO ASTM D- 3034- SDR35. . Z CO 0 I Zr..., o 0 ao Z 0.4 " e O 3C _ 30' 30 W � + �! ' 10 1 � A� �� ,� >> LOT LOT 3 I LOT 4 LOT 5 Z w ' '2 AREA 3 000 SQ.FT. 3000 SQ.FT. 3000 SQ.FT. Z g O 2 1 F5 CLEARING LIMIT IS THE , PROPERTY LINE ROOF AREA 1242 SQ.FT. 1242 SQ.FT. 1242 SQ.FT w (/) a A DRIVE & WALK AREA 574 SQ.FT. 574 SQ.FT. 574 SQ.FT. Pc ,., --- �-•t Z Z l!F TOTAL IMPERVIOUS AREA 1816 SQ.FT. 1816 SQ.FT. 1816 SQ.FT. g l.'.:, 1 TAX LOT NO. 017900 -0240 017900 -0245 017900 -0250 . RECEIVEG GRAPHIC SCALE -- cITY(�FTUKwIA 4!t ot _ 1` - �� 10 -- a _ `° JUN 2 4 ?002 Sill%MilMilliiMill1111..111111.1111.1.111111.1.1 PROJECT NUMBER PERMIT CENTER ( >HF� ) 02 -005 f inch -10 ft NOTE: 1. SANITARY SEWER CLEAN -OUTS SHALL BE EXTENDED TO FINAL GRADE PER TUKWILA INFRASTRUCTURE STD. DWG. SS'-2. SHEET 3 OF 3 , 7 . $