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HomeMy WebLinkAboutPermit D2000-195 - FOSTERVIEW ESTATES - LOT 5 - NEW SINGLE FAMILY RESIDENCEFOSTERVIEW ESTATES -LOT 5 4210S. 137 ST D2000 -7 95 i City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Contractor OCCUPANT OWNER CONTACT CONTRACTOR • Parcel No: 261200 -0050 Address: 4210 S 137 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: 125 Wetlands: DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: .0 South: .0 East: .0 West: Sewer: VALVUE Slopes: Streams: License No: DUJARD *204L0 FOSTERVIEW ESTATES - LOT 5 4210 S 137 ST, TUKWILA, WA 98188 DUJARDIN DEVELOPMENT CO PO BOX 5308, EVERETT WA 98206 JOHN KAPPLER 14311 SE 16 ST, BELLEVUE, WA 98007 DUJARDIN DEVELOPMENT CO PO BOX 1059, SNOHOMISH WA 98291 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Permit Description: CONSTRUCTION OF A NEW 2,108 SO FT SINGLE FAMILY RESIDENCE INCLUDING 906 SO FT UNFINISHED BASEMENT, 128 SO FT COVERED DECK AREA AND 80 SO FT COVERED DECK AREA. (BASE PLAN NO. D2000 -060). PUBLIC WORKS ACTIVITIES INCLUDE: CURB CUT /ACCESS/ SIDEWALK, LAND ALTERING, STORM DRAINAGE. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 208,028.68 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut / Access /Sidewalk /CSS: Y Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: Y Landscape Irrigation: N Moving Oversized Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: Y Street Use: N Water Main Extension: N No: Start Time: Cut: Start Time: No: Private: N TOTAL DEVELOPMENT PERMIT FEES: $ 1,768.15 Phone: Phone: 425 - 334 -5018 Phone: 425 - 641 -5320 Size(in): .00 End Time: 25 Fill: 193 End Time: Public: N Private: N Public: N .***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature:_ Date: (206) 431 -3670 D2000 -195 ISSUED 03/01/2001 08/28/2001 DWELLING 1997 . I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signatur1 Print Name:__Aa Date : 32,91 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. { Agent =....._.... ---- :.•:�......�r......- .. ...._._ . ....... .... ._. ..._....... __ ___. _..... .- . ,....... -,,.+ +vrv}r,+ oar- .,�y.n- .,..a.w+ri"x?.'+nr *':n+cari'.vemrtnrrv. wN��tW+kTV,MI'IFD➢M.+ -.. . re w J U: U la 00 J E w 0 � Q co ICI I- Ili I- 0 Z �. w. U 0 H w w 0 0E2 0 z Address: 4210 S 137 ST Sui..te: Tenant: .Type: DEVPERM Parcel #: 261200 -0050 CITY OF TUKWILA *' k** 9 k****************************** k*** k**** A** * * *•k•k * * *k * *'k * * * *•k* * * * * * * * Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2 . Engineered truss drawings and 'calculations shall be on site and available tothe building for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 3 Any exposed :1nsula backing material shall have a Flame Spread Rating of 25 or" less, and material shall bear .identi- fication showing, the fire performance rating thereof. . , All construction ' be done in ` s conformance with; approved plans and requirements of the Uniform B u i l d i n g Code (1997 Editi as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy 'Code. (1997 Edition) . '::, Plumbing ;permits shall be obtained through the Seattle-Kin County Department of, <:Public .. Health. ; Plumbing will be inspecte that agency, including all gas piping (296 - 4722) . Notify the, City :of Tukwila Building Division prior t placing any concrete. This procedure is in addition to any requirements for.,, specia l _• inspection, • All" to remain, in concrete shall be treated wood., • Validity of Permit., The issuance a permit or approval o plans, specifications, and computations'shall not:be con,- strued to be a permit for, or an approval of, any violation of any of the provisions of the . building code or of any others ordinance of the jurisdiction,. No .:permit presuming to give authority to ..violate or cancel the provisions of this <` code shall be�,: valid. ' 9. Electr ir'al permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work wi 1 1- .be inspected by that agency (248- 6630) 10. There shall be no occupancy of the building (s) until the final insp'ect has been completed by the Tukwila Building Inspector. 11. All mechanical work shall be under separate permit issued by Permit No: 02000 -195 Status: ISSUED Applied: 06/19/2000 Issued: 03/01/2001 the City of Tukwila. 12. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 13. CONTRACTOR SHALL FOLLOW ALL THE RECOMMENDATIONS OF MAY 12, 2000 FOSTERVIEW ESTATES SHMMARY REPORT, GEOTECHNICAL ISSUES COMPILED BY TERRA ASSOCIATES, INC., DECEMBER 16, 1998 AND ALL THE CONDITIONS OF FOSTERVIEW ESTATES PLAT L99- 0018, SEE SHEET 4 OF 3 WHICH IS ATTACHED AND MADE PART OF THIS PERMIT. z 2 mo w . 3 0 o O No w w. J wo H z LIJ np ON o � H I- z ' = 0/ z ALL STORM DRAINAGE PIPES SHALL BE ASTM -D 3034 SANITARY SEWER PIPE WITH GASKETED JOINTS OR ADS N -12 PIPE. THE GEOTECHNICAL ENGINEER SHALL PROVIDE A CERTIFICATION THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. THE GEOTECHNICAL ENGINEER SHALL PROVIDE CERTIFICATION ON A LOT BY LOT BASIS. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off - site or into existing storm drainage facilities . 14. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 15. Driveways shall comply with City residential standards Driveway width shall be ,a 10' minimum: and 20' maximum. Slope shall be a maximum of 15% Turning- radii:: shall be a minimum of five feet. 16. The driveway shall be designed and sloped so that drainage from the drivew does' not flow onto the ``existing road surface. 17. Work affecting traffic flows shall be closely coordinated with the City Traffic Control Plans shall be . submitted to. the Inspector for prior approval. 18. FROM OCTOB ER ;1 THROUGH APRIL 30, COVER ANY SLOPES AND .; STOCKPILES ARE 3H=1V OR STEEPER; AND' HAVE A VERTICAL RI OF , .10 FEET OR MORE !AND WILL , UNWORKED FOR GREATER THAN 12 HOURS. DURING ' THIS ,TIME PERIOD , COVER OR MULCH: OTHER DISTURBED AREAS, 'IF THEY WILL' BE UNWORKED MORE THAN; 2 D - Ay S , COVERED ",MATERIAL MUST BE STOCKPILED ..ON SITE AT THE BEGINNING OF THISS PERIOD. INSPECT AND, MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS FROM MAY ;`' THROUGH SEPTEMBER 30 INSPECT AND MAINTAIN TEMPORARY ..EROSION. PREVENTION AND SEDIMENT AT LEAST MONTHLY ALL DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY STABILIZED PRIOR TO FINAL CONSTRUCTION APPROVAL 19. ALL PERMITS, INSPECTION RECORDS, AND7APPROVED' PLANS SHALL BE AVAILABLE AT THE JOB SITE PRIOR' TO THE START OF ANY CONSTRUCTION. THESE DOCUMENTS ARE TO BE MAINTAINED AND AVAILABLE UNTIL FINAL INSPECTION APPROVAL IS GRANTED. CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILTIY INSPECTOR MR. GREG VILLANUEVA @ (206)433 -0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. APPLICANT SHALL OBTAIN A WATER CONNECTION /WATER METER PERMIT FROM WATER DISTRICT #125 @ (206) 242 -9547 AND SANITARY SIDE SEWER CONNECTION PERMIT FROM VALVUE SEWER DISTRICT @ (206) 242 -3236. re w v O o . w U) w 0 u . �d = w . H = z1.- ►- O LIJ j. U off w w w z OH z I hereby certify that I Ave read these conditions 'd will comply with them as outlined. 'All provisions of law and ordinances governing this' work will be complied with whether specified herein or not The granting of this permit does not presume to give authority to violate or cancel the provisions of any other work or local laws . regulating construction or the performance of work. Print Name ,[!1222,,,11J6G Date: -4-∎ • U U Q U W N u_ W O LL Q N d ! H z W W` DO O N 0 H W t ii Z N ; Z 0 1- O Z CITY OF T!k ...VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Project Number �' h t'� ",{'K 7 Permlt`Num Single - Family Residential Permit Application DatQappllcaf r ccepp6 SFPERMIT.DOC 2/13/97 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or fac simile . Date a Ilcation Tres: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. ApplIcatIon ftkgn by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM Project Name/Tenant: � rbs kr� te�,J E*t. ka LP j- OS-- Value of Construction: Site Address: City State /Zip: -- t .I ..i: 3 ' J Ta. Parcel Number: ' (o , ,0- DOSv Property Owner: Du -dI how) oa rrti iivi- (0 Phpne: L/Ls. 33 Str A r e : City tate /Zip: k o x �� VQJ- te -- Wl9 9 < Fax #: ` f •,334 - 30th Contractor: U ard r ti. �t✓v &I opm P hone: bp VC_ Street Address: LL.I\f City State /Zip: Fax #: a..ba ve_ Archi ect: r� I r- t , -ka5 R S . e: Ph op `f - � o �! - 5 3Z0 Street A dress: City State/Zip: • l Lt3u ,SE t tt `` (5+- &III e vkle t,�►4 «8t07 Fa #: ( f7.- - I Engineer: art e✓ Tie r�.'c. �b� Phone: 4a�- 771 - 42/z Street Address: City State /Zip: 185 ( 0 7 ( 0 4 1 Ale L - S ' i , ► k b Cilintryis t04944. Fax #: q - 17,5 - - n Z3c Contact Person: ()b- Arch ►lt�-,5 t � S. Phone: a Street Ad r ss: City State /Zip: 41CDNI .r Fax #: a .loo ✓L. I Description of work to be done: 0, 3 Pk 1 vv mss, I -1- - ,6 2 tOO -6 ( Type of work: u#r New Single - F Residence El Addition - Single - Family Residence 71 Interior Remodel- Single - Family Residence 1 Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure 71 Garage(s) El Deck(s) - Covered & Uncovered CI Residential Reroof Is this site served by: a Sewer El Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) li sq. ft. Garage /Carport ft. Accessory sq. Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 21018 sq. ft. Dwelling '35 ft. sq. Covered Deck(s) 40 sq . ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) A//c) *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. APPLICANT REQUEST,FOR PURL C WORKS §RW.CIVILsPLAN REVIEW OF:, _T t +w ' £ ,. HE FOLLOWING t . (Additional�reviews shall be`de'termined by�the thillc,Works Department) °, ,�,r t {, „? � , ; t t ,} l� r ` t :*. � � � t ( ❑ Channelization /Stri rn p' g ❑ C urb cut /Access /Sidewalk ❑ F ire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone Hauling ❑ ds. Land Altering: 0 Cut cubic y � Fill cubic yds. El Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 0 Private Public 71 Storm Drainage ❑ ❑ Street Use Water Main Extension 0 Private 0 Public CI Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: 171 Miscellaneous CITY OF T!k ...VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Project Number �' h t'� ",{'K 7 Permlt`Num Single - Family Residential Permit Application DatQappllcaf r ccepp6 SFPERMIT.DOC 2/13/97 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or fac simile . Date a Ilcation Tres: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. ApplIcatIon ftkgn by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM 'BUILDINGOWNER OR AUTHORIZED AGENT: Signature: Wn„ 1 — I Date: /_ . t, Print name: �.P� ��� Phone: Fax #: Address: I / _ (i . -, n ,' City /State /Zip: ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST SUBMITTED WITH THE FOLLOWING: DRAWINGS PREPARE[ Y A REGISTERED ARCHITECT OR r ..JFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN > BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ 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. z 7. Parking plan. re S. Lowest building elevation (if in Flood Control Zone). 0 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. o 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. c w 11. identify location and size of significant trees that are located in sensitive areas and buffers or the j— shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the W o high water mark. g D 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form u. a H -9). u) c7 ❑ Foundation plan and details Z I ❑ Floor plan F .. 0 ❑ Roof plan LU uj ❑ Building elevations (all views) 0 t] co ❑ Building height o ❑ Building cross- section w w • U ❑ Structural framing plans and details necessary to completely describe construction ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available iii Z at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. F- 1= � I 171 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. k* * leA *A *,A' *a t* A * *, *A iA *A * *•. AkA' AA *L A * *A * A. *A. kA4..,%, 4 1/4- 4:k 11 ce OF 1 Ul<WiI6►.:'WA T l7;•ii SMIT •A.* h k:t A �F ?�+�4 ..* * A * * :t k A A• * * :A •.t * :4 •k a. h .t * •A * :A k'I :k A k hkk:iokAish�kA *sl �4A•k�:A. TRANSMIT Number; P9000303, Amaurnt : 400.00 06./19/00 10:06 Paymei t; .Method: .CH) CK , :'Natation: )UJARDIN DEVELOP Ini t: T1.13 Permit Na': , .D2O00..195 Type: DEVPE} h DEVELOPMENT PER1i£T` Parcel Na : 26J.200• ^00 30 - dress": 4210 3 13? ST . Total Frye`: 1.013.45 4 Total ALL Pmts: .400,00 Balance: 1.513.45 k*** * ** *A**A *4* *tA**$A•sA* *:ti *-A k: A*: 4**: A** Ait: A* kyAkA*•k•4*4* *oA *•A * *h *A *•k *A A cco►rnt Code Description Ama 000/345.830 P1::AN. CHECKS ».: RES 400.00 a�h?n 4.2,-14 A u4ix telvttll. i ,.i:tiat7,'.t,9 � W> 0 0 U)0 N W N I ' W o: E ILI 0 c v '0� 1- W; cy W H i Z ii 0 — 1— Z. -51 wr"1" 1 4: 4 r" 1203 03/06 9710 , TIZTOL,..12388.16 ************************ ***** A. it * *Ail: CITY OF TUKWILA. WA 1 0 ( TRANSMI1 h***********A*4t********* *** ************,**********k****A****** TRANSMIT Number: R0100263 Amount: 1.768.15 03/01/01 11:31 Payment Method: CHECK Notation: DUJARDIN DEVELOP In it: fL8 , . Permit No: D2000-195 Type: DEVpERM DEVELOPMENT PERMIT - No: 261200-0050 Site Address: 4210cS 137 ST Total Fees: 2.168.15 This PEivmeht 1.768.15 lotal ALL Pints: 2.168.15 BalalIcez . * Account Code Descrintion 4mount 000/322.100 BUILDING - RES 1.604.15 000/345.030) PLAN CHECK - UTILITY 20.00 000/386.904 STATE 8111LDING SURCHARGE 4.30 000/342.400 INSP FEE - UTILITY 13.00 412 / 34 2. 4 00 INSP FEE - STORM DRAIN 15.00 000 / 3 22-100 LAND ALTERING PERMIT FEE 72.00 000/345.830 LAND ALTERING PLAN CHECK 37.50 (**) INSPECTION RECORD Retain a copy with permit IN NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206 431-3670 Project: t 4., k" Ik • - 3** - 1 ..S+ Special instructions: Type of Inspe Date called: of Date wanted: —4 1-0/ c Requester: , Sco44 Phone: Approved per applicable codes fl Corrections required prior to approval. COMMENTS: kPkrAtNA Co A $;17.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Date: 1:7 'Watt& t 'tt.tert, da,..4444 4t-4444$44 re 1 0 0 to 0 co iu g u.. a 0 0 w 0 —' 0 I— W 4 : 3 W 0 z INSPECTION RECORL ) Retain a copy with permi INSPECTION NO. ,CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100; Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 /Ui4;14 Pro rte %ki Address: 4WD 5 Special instructions: Type of Inspection: .LULL, Da called: Date wanted: a.m. -P-P/ p.m. Requester: � l Phone: Corrections required prior to approval. COMMENTS: ��. -lam- c^e_ LMc >r\-n • \ L, c Gc:✓" Inspector: ,A r- Date: 63 "‘5d Ur l .$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid ' at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No: ( Date: F. tGnw;a;;r S3eR'.z.:.�c`iclw,tS# l2STfi'.o, , a" ZaKan s: 4yg,'Wf:.ui eZt :t∎ d 6 : . ; ' s3k.. "la »'; +016rZfl td ,1 ?"J_.a."ec.i a zi.."„u.,,t_,f.:id:,ti . ;vh.V A4.444x1, at0,044V4 'd.4.x'd" +arikaSi '" d.A.ki3idu Project: Type of spec on: Address: 41 i � 131 S Date called: ! i/ s. I o 1 �-° Special instructions: Date wanted: (a m. Requester Phone ( ya5)31 /-a? 677 INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. :oc,b -/95 PERMIT NO. (206)431 -3670 Corrections required prior to approval. A COMMENTS: I`I Jl 5 tt tI1 c)( -C A A.R..Q t j.t4k ( vP'lA 04...c_ 604 Inspector: Date: 1 I'k/o 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r..tc'a:L 44v: /„lvio`,giii:, .!e„ ::0444:W.. fi 14.9k..4;' 'li•. '6Vgft "'.kti7J;5��1 .1: ,. ;�A:lu�9hia�Y,d i.i.,v7a4.a� :Vtr`.'" " .... �!uC?•!� P • ject: Addr • ss: Special instructions: Date called: t r Approved per applicable codes. PERMIT NO. (206)431 -36 Corrections required prior to approval. sue— -- $47.00 REINSPECTION FE SRREQUIRED. Prior schedule ect fee must be paid d at 6300 Southcenter Date: rear 1 • e INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Type of Inspe INSPECTION RECOR Retain a copy with permit V Y'\ N c._ c .) ± Y\ Project: r — 1 1- 61S4erVIau on: Type offnsppe Et on: a Uctt\b ./ Address: ' O .S l ?fl " S+ - i) Date called: - * - D/ r Special instructions: . Date wanted:g1,L o i Requester: s Phone: Approved per applicable codes. INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Avs, Dc /' 1 °fi Date: PERMIT NO. Corrections required prior to approval. COMMENTS: tAlt 1 C r, ,U ) LIPdl c - 0) 0. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: }; «ate aui: s t13't,tihisxs3iSisa h .13.V5i9 S) 14Z — 14, re - W tD' O 0 0 CD Ill LL WO0 • Q cod H 11 . 1 ; Z I - 2 � i 0 O N 0 i o ; u Z w V INSPECTI.O EC. Retain a" p s . ,fn p. rmit u.k x .Rd tr•l INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 SouthcenterBlvd, #100; Tukwila, WA 981 Approved per applicable codes. u sWIS.;g2a E avba tto i awa Corrections required prior to approval. COMMENTS: �52 WIrr \ -ev e f'G ( ✓, c L o � 101-e st ('J <LOC weal A )vec Inspecfor- J 'T.....rbvir I Date: 8 31 ^ a1 I 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid . at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: s o sl ckrA r.7. sr,::fSZ,547.z za L:Jsr,F ,2 Nlin�u'` 1'h�ta :404 {.l" m'iih" ' .S44 �; ik:d? GW 'dvw. ?iiF.lr83,N,;ht rJ.•ir +Y(it ` u,4'iid ' t &:A:,3 ?d.W�.v,Mt� s�rra,a�Adrt: 1 Ki atiknv.41rAlt.i5'r. �Z. • W ▪ 2 D U U O W CO W O. N 3 Z I- o Z U o. , 0 W W` 4 ; Zi V. O~ Z INSPECTION RECOC) Retain a copy with permit • INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Fkeject: Addr ss: Date want: 01 0 Req ster: P one: Special instructions: P/2- I 10200076s' PERMIT NO. (206)431-3670 COMMENTS: 5 ) r - Rob / PAF4 .414 __17 ;ones' (2'15 Fn ,vi ,qp(0604 4 .46 , •-" 4,7.00 REINSPECTION FEE REQUIRED. nor to inspection, fee must be paid at.,6300 Southcenter BI ., Suite 100. �ll to schedule reinspection. I Receipt No: Date: 2r et 4 / I Approved per applicable codes. I I Corrections required prior to approval. , Project: t (1 \ eY1 / Irw Type of Inspection: , rSu� -1rUv1 dress: AIZ10 3 13`1 Sfi Date called: 8- 3_ 0 t 1 Special instructions: Date wanted: y'� 1 .. -Q Requester: Phone: o i I INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA. 9818 Ioa0- I4 t PERMIT NO. (206)431 -3670 El Approved per applicable codes. *Corrections required prior to approval. COMMENTS: ) D � rw, A �I OY\ alOOVt' qa traTe t 1". (fl -ec'l W 14k 1 k0 av 2.� e) 4 v, I\(44i0v. ) # 3r � �-t) b a S P vy1 CGv. vin`1' \NA% . `! G4C 1 . 7 = o v\sVL- ova „ L ' `j f C waN ()V_ C°Vet" Inspector:' ctA,\-4 Date: � - r� i 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt Date: A L'S: S,,Qiiti +iY.'.'.�kN'tf =i.3C :bti:.��:iM�:..✓."w' 34x1.' �i�t `uhfufi.>wY:...�roSN.�'�'i �+i;'�!.` +:A.'9w/'a xi,$.; t. �:{ �:r3aa�:Lti$�w:i4TL.tfw�'.}..u.. :.S:�si �LeFiSti�td? i 1� I INSPECTION RECORD ' 2,000 - I.* Retain a copy with permit • PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • (206)431 -3670 Project: — 4 Addr , O 5 Special instructions: Type of Inspection: F�`glmlrC Date called: o i Date wanted: Requester: Phone: 3' 3C ) — %1/ El Approved per applicable codes. ;rrections required prior to approval. COMMENTS: A c.\ � - 40v1oIR V 1 ra ct m A a 4at1 -w0k\ .) r r Wet rt F' vd v' C nSe-1 r "SL 1 nt vt qG r i r,.P 1 V\ Sat G, pu>n $-r� QNCA C,I Moe it v tnAv' ■ p to S (TV 4'IoiYS e?' ic7P0 >M )4;) O k 4r J- r4 S c e 1 ) 2.3 ' 2 - \ • L9 Apa r wa X15 Date: ^'y O� I I lrispector: �� e"—gr1 ' Vrir. E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: �F! :1�li��i��� °r i:•+• s: n,�s�.�ti�Y�',�awk3ati'�iti� "YT� r °•.:'_io,�u.�.sait�xv:S5ta�" -'' � ' 9. ;:�x."uzote`�a':.��a �F1&?t�w"'1 . ^�ar v..ttbTlYw i.to 1“. tiV4i COMMENTS: eci,n S t_72d .zi 4-76/0 r A/6 TALF13 r / eAC . 444'i -'_ ,,- b7S w-- &-- . ? .r7 '4F-( ,7F/ 1 r%` "'"Oe__- 0 °4i PGAiF a/"J /LS -- c y. - 7 - 1?)/SS 730R(' &14 -Ih n7A►Rf,er4 a P ne• 4a 30 - �o DP R a. 5 riR f 9/ f1O v .._'o . : S p6ZFC?S --" n'n212n i 3Y --7 1,1 ,0 / //1"l (a F if S — N c12 2 52 ( Q v 63 FA1 G/ s S -/o ,e4, I S /ri,;2 - a< t . t 1 1 / i 1 o Y 6 a2 i S ;IV 2 /A/QF /k 5/ 5 — 0- 794403 ) Q,/G FAR_ /91e(" t 7 OZ 70 wWE o gc c c4 i C(4 , is `W T(Y n,spection: , "�� %y f� l �'�f'I `( - ', if . 10 Address: I3 Date called: / � � 7 D ''tt Special instructions:, .. 4./ s 0 °4i Date wanted• a.m. te p.m. Requester: 1 t`> L.-4-14.- S I P ne• 4a 30 - �o I 4 -F7 I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITYbF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 App roved per applicable t codes. ' Correc ias re d prior to approval. Inspector ,7.00 REINSPECTIO FEE REQUIRED. P or to inspection, fee must be paid at 6300 Southcenter : vd., Suite 100. Ca) to schedule reinspection. Receipt No: Date: I Date: O/ , :rr. =i = iik .4 t(El: e0:1' xr..i:x AS: ' +°.k on,` 'gar..'i44:7..3: ? ..rit. RELI:' g 'sto` i�.�.'= 14, 4 x�iuyzY r u1•1J:i T .a rx , . • • , • "'',"7,r7., •-,••••r-s•-•-•71-7,,k•-• Pr. ject:. Special instructions: Phone: Approved per applicable codes. $47.00 REINSPECTIO at.6300 Southcenter Blv Corrections required prior to approval. Date: • ef INS ECTI N RE ORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 111M .11111111P1.1" PERMIT NO. (206)431-3670 A 1.. • REQUIRED. Prior to inspection, fee must be paid i t '"'" ') , Suite 100. Call to schedule reins ectiori. . viirgr.'rottracz..,vay,ipae,A-Atchocoss2..tairgitT' kizadvast2.wffw.i-da, id* 04;okk.ta' k Mge 4 UA Proje Address: Spe ia instructions: Date c led: Date wanted: Requester: Phone: ar. INSPECTI.N NO. CITY OF. TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D Approved per applicable codes. INSPECTr N RECORD, Retain a copy with permit . • " , "7" - P70431-#1‘ PERMIT NO. (206)431-3670 4,04) Corrections required prior to approval. 'SC< ( COMMENTS:k5) a-sok kAv-z-, / 0..,/-- o' t 747 c(- A/-s Tc/ 7 /4 - I- &-3-r `7 s /,_,A./4 %_ /,% 0 $4 . REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. C' all to schedule reinspection. I Receipt No: Date: Aaal itititaitigi r itr...4 rA:,4: 4 5 4 00 41 k ,4 Wa :F u l s g i tiPa lt - Wa C t On ..4 - It og qili ‘ '41. • Oa: Project f rvit_r ) "43 , 5 T e.of Insp tion: I + . Address: 1 ^/910 S 1 {5f Date c led: ' 0 /DI 7 7 Special instructions: Date w ted• - 7// /0! p.m. Requestgt ClarLf Ph ne: / II 75 - - S390 — 9(9 `"" v" r"'. -- ern ; , - - •ten INSPECTION RECOR Retain a copy with perm; INSPECTION NO. ❑ Approved per applicable codes. Inspector.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188' PERMIT NO. (206)431 -36 Corrections required prior to approval. COMMENTS: as 1'i S \er. .wa 1 \ DA-4-1() lr `s1, cr r wet t cc 1 rye (3h S ` �. °v -Prow. y\o-L C 0 ►nnT - e4 - 1 0 )54r.: S)eor Loo It in a ; l t r -Pr 0 k 4r) )ec- i- 1..e tni-ev Nr 1-1-(r h 5 k_ 011 Date: 7 ft- o ) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ��; rZSL�. �i�s ? ~ �.• '�4w��fDT<ci ^ A:rta���: ' , w;�'�...` 1 `c ` W' .,,A " r i + � ° � I, ki' v:•s.�4 ,i CC U U. 0 V) F WO ga D. D, _ ° . I_ W I— 0 Z H. 2 p, 0 - 0 I— W W' H 0 16 0 .. O� Z • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd, #100, Tukwila, WA 98188 Address: 'f2l0 s, /37 Special instructions: Projec Approved per applicable codes. E=I Corrections required prior to approval. COMMENTS: ri "P" V1 U\ Type of Ins on Date called: 29 —n1 Date wanted: a.m S :3C - 2f p.m. Requester: L. Phone: Inspector: (206)431- 3 0 V t /� I Date: � 3 VVc � 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: z W 00 co 0 CO w CO u W O g a = CA C7 W z O . z l- w la U 0I ' CI I-, W W` O ' Z' tll to — ; O 1- z INSPECTION RECORD Retain a copy with permii • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION Ej Approved per applicable codes. [11 Corrections required prior to approval. COMMENTS: nta zt^ Lome neeA 4cm C t -309 C °IAA etio U 4.4.Pla ay nver abillet\iget (-V\8_ it c ( -ger ■AtEr ak‘i C.4 3In. 4 el 0)-P- (pctsp Kt-el-1i+ 6 Li v iA (4.-0 V • Inspector: I Date: s' 3 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: c,4441tiOlx xg ,444 4,Jmb gAgt to gg24 ,dia ,amai4tEaWuikzAftllta Ntsatoi.uf..? ' k4. Type of Irection: 74 , / . Address: 1 ./ I g 0 4. / 1 Date ca led: Special instructions: Date wanted: — p.m. Requester: P hone: 1125-50-q6,04 INSPECTION RECORD Retain a copy with permii • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION Ej Approved per applicable codes. [11 Corrections required prior to approval. COMMENTS: nta zt^ Lome neeA 4cm C t -309 C °IAA etio U 4.4.Pla ay nver abillet\iget (-V\8_ it c ( -ger ■AtEr ak‘i C.4 3In. 4 el 0)-P- (pctsp Kt-el-1i+ 6 Li v iA (4.-0 V • Inspector: I Date: s' 3 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: c,4441tiOlx xg ,444 4,Jmb gAgt to gg24 ,dia ,amai4tEaWuikzAftllta Ntsatoi.uf..? ' k4. Project: .5 2 v/44 Type of Inspection: 5 0 Address: a-/e) $ /37 7 Date called: 5 -4 / Special instructions: LSr 5 Date wanted: a.m. 57/ /S / p.m. Requester: 57'D / ill Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 57//6 I 54 / 4" Z) 5 ,T (f‘i` -4a 2 S� W fCA/W) A / M4 7 Mid/ rte -r TO u1 ct -1.4„-1 7Z3 ,+c% (z G �M.v► n -fz' s. z Sri, .„,./ mac,,( v . s w A/ 4jg p st . A ' Inspector: Date: i 6 �1 /C� ) El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No :` Date: .. �'c�rz;�xe�i.`.x't? SCSI,« aw.`. t�4u '"s�LtixF`..,';�'�l"��,�rs,�:v; �.sa;t,u,.r,�::1ati,a,aeb: • - x"zti,.. •rrjs;�.;t:,t'tiat:', Peed " 1.%:4.4.;+44 •k #S ht zrr,, a , r8; adN ra xt,R s bi tl ,w ckY�s ',s Ppjegt t e_t.....) Ty of Inspection: R A Address: e .,1 ' I SO (31 ...r. Date called: Special instructions: / i Date wanted:_ i fV3/1D( e: l" Requypr: L17 _ ( Pt . ,5M 3 3057 te 0 Li INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA. 98188 5 s Approved per applicable codes. COMMENTS: I , - .71 - nsc)14-1.10_ pprn C S).157 frove4 w ipy4 QVC Ga rat . • 4 4'61 Qv, TO01-1 r, cippro ved 6 - 7 3:761 etA4 ov (04 '/2( -e I h4r/1 OY Ihsliecto PERMIT NO. (206)431-3670 I=1 Corrections required prior to approval. Date: 5 - 3-- El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid • at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: , ' • - • 4141.4)1W. ' aVi)004 tax44 xpoo66.0 )q,i'a,m-ov Project: 1 . . Type of Inspection Address: / L 2 1-2/0 5. J3' 5"[ Date called: 4-2-,5-Of Special instructions: q e))X4 .e Q V- Date wanted: - '- 2(0 -b( (a.m.) p.m. Requester 5 Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Inspector: Date: Li ^ �� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: tt.;.a h4i t k ia',x ,W..a?cll ` `1t4T 3..' : =3'S?`i r" 'a sztc w ' .a rag4.4 ui� t .Rl4sHs�3t.;1t'L►�tii�` �hcs SrF��at;'95;�,.ii`. INSPECTION RECOR Retain a copy with perm PERMIT NO. (206)431 -3 Approved per applicable codes. Ej Corrections required prior to approval. Project: Type of Inspection: A Arr l o 5' /l/ /3 7f1 ( Date called: ` 3 7 / 0 Special instructions: P Ge r- Date wanted: a.m • t // p.m. Requester: c ' C d / ���f' d214-C C) Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: r 3 f / 2c" - o Inspector: G Date: 2 2_1/O i t $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 5���. tl1�4�(iJI�K`rr}iY:f'.ie�aY:�k". • �• �a ea /d:ixF�rktfr piY,r,. i,? I— ?. W, U co 0 � W to D I O ' I- al I- a Z 2 j' n 0 o Ix. t3 W I IT Z V N, Z ()E ject:. 3 cr t / i e( - . L 0 # 5 Type of Inspection: fir >ndahovi , !N J� Address: J21 p s /37 Sf Dat a ed � /7 61/ Special instructions: _:a Date ante y d O / a.m. 40 Rdq estep: �1K6 Phone: ZAP" 4300 INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 Inspecto D940- 1 PERMIT NO. Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ipr Mt>1tJS ri i.e Nc � -�„ A -4 vt f � s !� I he Date: e _ 1 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: . f t. A~ �t a� [� 1 ; .rgfa"i'�1� yy ��pp,..4 t qt ,x•, 4 ,y.S.OM^w, a •Y 5 yi J . �h A i r L ^ . t 4+V ,�Z.,, F.. S»J a',�i.4'3.J� k' i�4ii(54Ylln'9�npM1.�A+:i +°.%�"�iM 1� },i %�l , Y. � F�1.: �. �. i :}b.�.KL..SE��T I( !4:..�'{:i: { d.`'{.. ,��.fr,',1xrt�,`i.,k+•kti94, ' Z W C.) O; co 0 + U)111; F, W 0 i f� Q; H � ; cc Zt—. 0 0 I— W I•- U WO Z; O Z Project: Eb S-I ' V j e i. - ±. 5 Type of Inspection: Fouv-�rlc G'1 Address: Address: •f2if s ......,- 131 D t c : / /c / Special instructions: Date 'antei l: H/1 [: / 0 I .m P.m. Requester: N-41 K Phone: ZO01 - 2- 2 -7 -- D (J INSI;ECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Appro>edfper applicable codes. t • ' I INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431- 3 70 COMMENTS: P. " / S c a .€— Inspector: Date: ` 1 ✓ / � r �� Corrections required prior to approval. .► El $47.00 REINSPECT! b J FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 't11.G::4G4(.x a... r � Y.a ta.'i3O144$.:ailit.:nLikk.2:1Vil o;.NS.ae+taooff xw1::�:i: ;.c..;.+• : o'yS::%'a: . .. ti:.:..:',4411 a;i ,,. >it„iw1r "f'isAL.A 71 ^ a:}ihe'`iituv}««' 4.0:4 4 HIVY Z w , U O ; to O W Z ' N U. w0 w < cl d H w 0 Z I- 2 U O '. O I- FU � _0 Z ` U u) ' F- 0 Z Project Name F Th.i""1 l rZJ ) Address Z,. r; ( yam ink Suite # Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre - Fire: Permits: E Approved without correction notice Approved with correction notice issued Authorized Signature � .'��6 . , YF d;'�. i:'.,t �f<ti .�.�..f�f4D •��^I4vti«..�jf lr�.;.y'+ City of Tukwila Fire Department Retain current inspection schedule Needs shift inspection TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. 1 -- )4- " NJ 01 Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 Jamieson Consulting Job No. 20181 RETAINING WALL FOR FOSTERVIEW ESTATES TUKWILLA, WASHINGTON RECEIVED CITY OF TUKWILA SEP 0 6 ? 1i n PERMIT CENTER NOTE: This stamp applies to the members and assemblies described in these calculations only and is only valid if it is a wet stamp. JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE, STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803 -3289 JC J.AMIESON CONSULTING T Consulting Engineering & Pr?ject Management JO: NC. ► / eI BY V41 Z °901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 t' ^5) 803.2581 • FAX (425) 803.3289 DATE SHEET NO, 8 INPUT 35 0.267 4,67 50 0.67 0.67 0,67 0.67 TYPICAL CANTILEVERED RETAINING WALL NAME EFP Cf a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu W w2 w3 x1 x2 x3 x4 OUTPUT UNITS COMMENT 5,34 2.01 1,495 1,732 0,67 0.42 1.34 499 207 1.519 888 1,349 1,010 1,094 375 467 202 1.67 1.00 1.00 1.00 # /ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # • ft # - ft #•ft ft ft ft ft TG z io .t = 40 ICS/ /�0K' d=4" An/ Click Faam& silos ihetz. 45= (g) # d//0 g= 0367 4f =/ f Lai 14 ./ 02 47(zo7) = 21 J06 NAME ez-V/EW i Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is In mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 6 11 Lti CA o r 4 /Oil0, c. 4J c _fQ"aCt 3EAiD5 (3) # ¢ corn: 3 V.- J J AMN N STI NG Consulting Engineering IESO & C Proj ect ,1lanagement 9901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803 -3289 INPUT 35 0.267 5.33 50 0,67 0.67 0.50 1.33 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # / ft3 Cf a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 6.00 2.50 1,643 1,724 0.83 0.65 1.66 630 180 1.871 1,260 2,358 1,502 1,685 851 533 251 1.83 0.83 1.25 0.83 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft E560 l -, =40 Ks/ )Vt=/s /I /iU vrEEL C// 5P4 pe 5-(0/4 A " 0,442- c - 23 5 Ma ?O. ZD, 50Z) �a� = ii 7( /e) 28 JOB NAME Fo,ri I' VI& W JOB N0. 2 . 0 1 Eb/ DATE COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X Is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 3 "G 2 , ' , I' BY Z SHEET NO. Z - OF 21Pb,O Ill 4J a-16 tO,G A ZE1 1 '(3) 4co' r tt n 1 6 I-4 JA1 IIESON CONSL.J'ING Consulting Engineering & Prorect Management 4)01 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 t "'c) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 6 0.67 0.67 2.00 0.83 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME OUTPUT UNITS EFP # /ft3 Cf a w toe heel H 6.67 Lf 3.50 fs 1,155 fs2 1,246 Lf /3 1.17 X 0.85 2Lf /3 2.33 F 1,079 Fk 654 FS 1.515 Mot 2,631 Mr 3,985 Mu 3,672 W 1,591 w1 639 w2 600 w3 351 x1 3.08 x2 2.33 x3 1.75 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft JOB NAME F057. . Z v ( (A JOB NO. DATE SHEET NO. COMMENT 2o(OV Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment • Resisting moment Ultimate moment for c ncrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 1112--1 II • k w N =0" BY "t›.1 (2)44. 1/4"ccg,42 J Or C s). 4 ca k17; (2)@, Toe rY 2 c.)0 N 0' u)w w wo u_a z v I- w Z D0 O N 0 I— w W '. H V '. O ; Lu 0 N ; z C JAMIESON CONS .,TING Consulting Engineering & Project Management 4901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 INPUT 35 0.267 7.33 0.67 0.67 1.33 2.00 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME OUTPUT EFP Cf a w t toe heel H 8.00 Lf 4.00 fs 1,770 fs2 1,831 Lf /3 1.33 X 1.09 2Lf /3 2.66 F 1,487 Fk 687 FS 1.754 Mot 4,330 Mr 7,595 Mu 6,189 W 2,994 w1 1859 w2 733 w3 402 x1 3.00 x2 1.66 x3 2.00 UNITS # /ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft 2500 . / ' I = gs, o,37m)7/ d-6'1 F7,t'D ►r , /' *4G12'te,c, A /i52 pi tl77'V G SPA?t15 f1OE7Z , = 22 l�u 4d,4 -K' ,b = 8" 42 e �s = 0 3 be- 63) J,4 4 �- 3 '� C� � JOB NAME ' V /EW JOB NO. 20101 DATE COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing If X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing C-4" r 4 ..«a..mann2w:mw.wu WITi. r,..xt+nerve!er+ ...u++s..r..�.:....,,«..- SHEET NO. 4 OF ite BY 4f?6.c ( 2) 4 1P 10' (1( N 4 O 1 �72 "4�C (7).i caN r • c 6 Q i w F = Cy . w : z F . 0 z 2 U 0 = 0 H Ill i - 0 • z ' ' JAMIESON CONS ITING J02 NAME J�O�v, i V lL (I� Consulting Engineering & Project Management TAI � 1 J09 NO. Z0 6Y I�j,ll 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 l' ^‘) 803-2581 • FAX (425) 803-3289 DATE SHEET N0. OF 1 ZSCn 71 - 1. 4o , .s 5,07 4' a b't = 0, 37MJ 4&c1 ",z,/' Foe #-it? 2,&5 " CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME 35 EFP 8 a 0.67 w 0.67 t 2.08 toe 0.67 heel Lf fs fs2 Lf /3 X 2Lf /3 FS Mot Mr Mu W w2 w3 x1 x2 x3 OUTPUT UNITS COMMENT # / ft3 Equivalent fluid pressure ft Height of earth above base slab ft Wall thickness ft Footing thickness ft Length of toe ft Length of heel 8.00 ft Overall height of equivalent fluid 3.42 ft Total footing width 1,314 # /ft2 Soil bearing if X is in mid 1/3 1,406 # / ft2 Soil bearing if X is not in mid 1/3 1.14 ft 0.85 ft Location of resultant force 2.28 ft 1,120 # Total horizontal force 1.507 Net factor against overturning 2,987 #- ft Overturning moment 4,501 # - ft Resisting moment 5,077 # - ft Ultimate moment for concrete design 1,787 # Total weight on footing 643 # Soil weight on heel (120 pcf) 800 # Weight of wall 343 # Weight of footing 3.08 ft �-- 2.41 ft 1.71 ft S " W 4c- - % J :? '1' eN 1- Z r l g 1 1I =111= - 4012/Oac, 444/O o • in Yz i c ' q2 ()* 4 c JT IX 2 � UO u,0 ww, w 0 q J. LL Q ' D. i s � _z o 2 U � ,0 1- uj H U ' !li Z (0, O~ '. JC JAMIE SON CON; LTING Joe NAME _FO 7 V (E I/v Consulting Engineering & F-oject bfanagement 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 DATE SHEET NO. OF INPUT 35 10 0.67 0.83 2.25 1.25 NAME EFP a w toe heel H Lf fs fs2 Lf /3 X 2Lf /3 FS Mot Mr Mu W w2 w3 x1 x2 x3 10.00 4.17 1,811 1,932 1.39 1.04 2.78 1,750 1,539 5,833 8,979 9,917 3,019 1500 1001 519 3,54 2.58 2.08 # - ft # - ft # - ft ft ft ft 25co psi 4 40 or #4 bo Ksr 5 /f/f 9,92 /L d= 6't 4 5 to.c, JOB NO CANTILEVERED RETAINING WALL W/ BASE SLAB OUTPUT UNITS COMMENT # / ft3 Equivalent fluid pressure ft Height of earth above base slab ft Wall thickness ft Footing thickness ft Length of toe ft Length of heel ft Overall height of equivalent fluid ft Total footing width # / ft2 Soil bearing if X is in mid 1/3 # / ft2 Soil bearing if X is not in mid 1/3 ft ft Location of resultant force ft # Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing zo re/ BY - 1:›4 3 (i(E_---(11 . Fir #4-./cy/orc, t os_i 6,e Oo G S"o.c, / 'I /T 4 x 2-o ,. . „ it . &)0ii?- • T rot ,t tt g / -3 o ff :? 00 coo coui cow w 0 IL. a' H W, z ILI w 0 ; O N 0 I - w W ii z ' U ' O z JC JAMIESON CONS _ TING L Consulting Engineering & Project Management J 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 �' ^5) 803-2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 12 a ft Height of earth above base slab 0.83 w ft Wall thickness 0.83 t ft Footing thickness 3.17 toe ft Length of toe 1,25 heel ft Length of heel H - 12.00 ft Overall height of equivalent fluid Lf 5.25 ft Total footing width fs 1,850 # / ft2 Soil bearing if X is in mid 1/3 fs2 1,954 # / ft2 Soil bearing if X is not in mid 1/3 Lf /3 1.75 ft X 1.35 ft Location of resultant force 2Lf /3 3.50 ft F 2,520 # Total horizontal force FS 1,527 Net factor against overturning Mot 10,080 # - ft Overturning moment Mr 15,397 # - ft Resisting moment Mu 17,136 # - ft Ultimate moment for concrete design W 3,948 # Total weight on footing w1 1800 # Soil weight on heel (12Q pcf) w2 1494 # Weight of wall w3 654 # Weight of footing x1 4.63 ft x2 3.59 ft x3 2.63 ft Z - 451 =lO f 6( #5 /47/72 ds" 4= Di534 /ND 'l /./ FOg - dG (2'o,C. oic 0" A= = 3.54 - / , f tv Orb V ∎ � ��` � JOB NAME JOB NO. DATE SHEET NO. __2_ OF • i C � 20 /8/ BY "PJ N • e 3Z (2)44 • /0 / - 3 JC JAMIESON CONS .. TING L Consulting Engineering & Project Management J 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 "c CANTILEVERED RETAINING WALL W/ BASE SLAB and 50 psf vehicle surcharge INPUT NAME OUTPUT 35 EFP 12 a 0.83 w 0.83 t 3.33 toe 1.83 heel H 12.00 Lf 5.99 fs 1,981 fs2 2,059 Lf /3 2,00 X 1.61 2Lf /3 3.99 F 3,120 FS 1.584 Mot 13,680 # - ft Mr 21,667 # - ft Mu 23,256 # - ft W 4,966 # w1 2727 # w2 1494 # w3 746 # x1 5.08 ft x2 3.75 ft x3 3.00 ft 10 ,psi •4• Aie 2 G>r= s" 4 74,,JL/ 5G 5 "0,C, F /NJ riz 4 @ %'o, c A/fg. k/ t - & UNITS # /ft3 ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft COMMENT Equivalent fluid pressure Height of earth above base slab Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 Dcf) Weight of wall Weight of footing la 5 tag 7. V«II JOB NAME JOB NO. DATE SHEET NO, OF 6 ze tat By DLit` • • 8/?8o 1 #- 4G /o "o C1 1 s� G ee( 5 "O,C, 41-$43L-0 alb o, c, '(7) g¢ car J. • tir5 W co wW , '3 LL W O ' g -j 52 d ;. Z U �` LLI 0 � 0 I— W W ? LL t= O ` Zi U - O F z _. JC JAMIESON CONE. LTING Consulting Engineering & Project Management 1 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803-3289 INPUT 35 0.267 �u = 7.33 50 0.67 0.67 0.67 2.50 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT EFP Cf a w4 w toe heel H Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 8.00 3.84 1,788 1,789 1.28 1.26 2.56 1,120 221 2.416 2,987 7,215 3,906 3,368 2199 733 386 2.59 1.00 1.92 1.00 bb NAT /116 roar/4,6 sPANs NVT or P /f/� P rentMetnutematentoretterimralviAtomrsrwone l r UNITS # /ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft z517psr = �DKsl 3,9 (" 0,03in/t, 4&enote, F /iUD I ' "Fo 4e 4/b,C, Al a = /, 9 K' /1=6:75' JOB NAME JOB NO. DATE COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi• n Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing g tt N ® • • BY SHEET NO. OF (2)1/4 - roP i ii . 4 4-GlD'v, c, /z 4 et-Le"orc, f ( 5 ) -#4 cur s" z 4 ' i i O ': W I L E > Cy •0 — ;o w w Z O W z U— 0 F"!: JC INPUT 35 0.267 JAMIESON CON., . LTING Consulting Engineering & Project Management .4 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803 -3289 9.17 50 0.67 0,83 1.00 3.67 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w t toe heel H Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 10.00 5.34 1,854 1,885 1.78 2.01 3.56 1,750 236 2.950 5,833 17,206 7,647 5,670 4038 917 664 3.50 1.33 2.67 1.33 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft � c = z5oo p ' 40 Ks/ lia= 765 /45 0.47,A/ 4e 5iforc, PAID fi0e 4h 7 K ' 675' 4l0 ,T FWTMlG EPA- /c,vz /VAT Q� PAa ' VV- JOB NAME JOB NO. DATE COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desig Total weight on footing Soil weight on heel (120 pcf) Weight of wall y �- Weight of footing ■ 0\ ■ • /- BY SHEET NO. OF It 1P6,O (a) t#4 TOn • catu 3 5 "(NTs ) JC 0 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803 -3289 INPUT 35 0.267 JAMIESON CONS LTING Consulting Engineering & Project Management 11.17 62 0,83 0.83 1.50 4.67 JOB NAME JOB N0. DATE TYPICAL CANTILEVERED RETAINING WALL NAME EFP Cf a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 OUTPUT UNITS COMMENT # / ft3 Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 12.00 7.00 1,850 1,969 2.33 2.91 4.67 2,520 228 3.476 10,080 35,033 13,821 8,584 6260 1391 872 4.67 1.92 3.50 1.92 ft ft ft ft ft ft ft # / ft2 # /ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft - � � z5xT1 4 - 40 , sl � ,- i 045) o Ala= 13,633 da" 4= 0 e 5 (✓ 9'0. c, (.o) FoE 4/ 4 ✓9 /1� = 47s - 775 it/-7 SGIDi/VG ; cVT t16 3705 ii-oZ(z, Pd NT OF pAivV- � 3 CCg Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall .1 Weight of footing • SHEET NO. OF • BY 12. (2)0 VP 111E � ll 4.&ottiorc, # 4 9 I /Z nC rot 45[G 90,c, & 2 &a - (6)44- cr'lr / 443 (Nr) ph! ATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/28/80 FILE: K: \ \KAA \ \99\ \99086 \ \9908621.WS Komeowner: Site: DUJARDIN PLAN #2108 w/ OFFICE Builder: The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component BG Wall 2' BG Slab 2' On Grade Slab Floor Glazing @15o Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description BG Wall R13 Batt 2' depth BG Slab On Grade Slab R5 2' horizontal Floor R19 vented Joist 16oc Glazing @13% * *vinyl clr /air REFERENCE 707 11.66 Analyst: Jurisdiction: Utility: Weather Data: Seattle, WA Climate Zone: 1 PROPOSED 697 Btu /hr -F 11.78 kWh /ft2 -yr Reference Value X U -0.043 F -0.690 F -0.540 U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Reference UA U -0.056 F -0.673 F -0.700 U -0.041 U -0.520 HOUSE ID: 99086.21 MATT MERCER CITY OF TUKWILA House Type: Single Family c_) 06 MI Floor Area: 3014 ft2 Area = UA Value X Area = Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 PERMIT CENTER 930 40.0 32ft 22.1 119ft 64.3 1299 53.3 452.1 293.9 54.0 21.1 2671 165.6 1299 46.8 28299ft3( 181.3) 930 32ft 119ft 1299 394.0 706.9 UA 52.1 21.5 83.3 53.3 204.9 A I'st �G +rwUr.�r <'aii'.c., ATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/28/80 FILE: K: \ \KAA \ \99\ \99086 \ \9908621.WS Doors Wood 1 3/8 ", solid flush AG Wall R19 STD Lap Wood R13 STD Lap Wood Ceiling R30 blown Attic STD baffled Infiltration Standard Air Sealing Struc Mass HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses (% Dsn Load) : Total Load: System Size(Output): Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size( %Over): Annual Cool Requirement: PROPOSED DUCT SYSTEM SUPPLY RETURN Light Frame, Sheetrock walls Solar Access: Location PROPOSED Gas Furnace DEFAULT 78 % 62 % 0 Vented crawlspace Attic or garage 0.60 45724 Btu /hr 9962 Btu /hr (22 %) 55686 Btu /hr 83500 Btu /hr (150 %) 176 MBtu $ 986 Integrated Spot & Whole House 0.0 () Btu /hr tons( @125 %) kWh /yr Partially Shaded Page 2 R- 8.0 R- 8.0 U -0.390 U -0.062 U -0.082 U -0.036 ACH -0.350 Proposed UA M- 3.000 3014 Avg Rvalue Surface Area 602.8 ft2 120.6 ft2 HOUSE ID: 99086.21 54.0 21.1 463 28.7 2266 185.8 1299 46.8 28299ft3 (181.3) 697.4 9042 n ATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/28/80 FILE: K: \ \KAA \ \99\ \99086 \ \9908621.WS HOUSE ID: 99086.21 GLAZING ORIENTATION PROPOSED PROPOSED South 99.0ft2 North 99.0ft2 Southeast : Northwest : East 98.0 West 98.0 Northeast : Southwest : Eff S Glz: 4.4% Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 3 JOB NAME: Dujardin Development Fosterview Estates Plan 2108 w/ Office DATE: JOB NUMBER 99086.21 BY: Copyright 1994 WINDOW TOTALS :. ROOM NAME WIDTH (IN FEET) i HEIGHT AREA IN FEE (IN SQUARE FEET QUANTITY (HOW MANY) I TOTAL AREA I TOTALS (IN SQUARE FEET) (IN SQUARE FEET) O R FLOO BASEMENT BASEMENT BASEMENT TOTAL MAIN IN . FLO DINING FAMILY FAMILY FAMILY ENTRY TOTAL UPPER UPPER MASTER BEDROOM BEDROOM #2 BEDROOM #3 LAUNDRY OFFICE OFFICE MASTER BATH TOTAL UPPER TOTAL GLAZING SQ. FT. TOTAL HOUSE SQ. FT. Glazing 4.00 6.00 8.00 4.00 6.00 5.00 2.50 1.00 7.00 6.00 6.00 4.00 4.00 5.00 2.00 5.00 6.67 5.00 5.00 6.67 5.00 5.00 6.00 4.00 4.00 4.00 3.50 3.50 4.50 3.00 20.00 40.02 40.00 20.00 40.02 25.00 12.50 6.00 28.00 24.00 24.00 14.00 14.00 22.50 6.00 1.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 20.00 40.02 40.00 40.00 40.02 50.00 25.00 6.00 28.00 24.00 24.00 14.00 14.00 22.50 6.00 2/25/00 MJM 100.02 161.02 132.50 UMMA 393.540 3,014.00 13.1% 7/28/00 9908621 - Glazing.xls /ri.ecvt rrgy.mr. ,d •,'v; arv+ywn.. , rxr.. *a. Z V 0 y 0 our N LL WO LL Z O zt- o U O N, 0 W W ' I L I 0, 1 11 Z U = O E- z TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Bill Fowler Dujardin Development Company P.O: Box Snohomish, Washington 98291 Subject: Plan Review Fosterview Estates, Lot 5 Tukwila, Washington Dear Mr. Fowler: Project Description We reviewed the following plans: • Sheets P1.0 and P1.2, Architectural Site Plans Sheet P2.1, Architectural Plan • Sheet P6.2, Site Section for Lot 5 f April 24, 2000 Project No. T- 1515 -2 RECEIVED CITY OF TUKWILA SEP 0 6 i;i PERMITCENTER Reference: Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., , December 16, 1998 As requested, we have reviewed architectural plans prepared for Lot 5 of the Fosterview Estates project. The purpose of our review was to verify that the plans are in conformance with the recommendations presented in >ihe referenced report compilation, and to provide additional recommendations as required. The project plans we reviewed, prepared by Kappler Architects, P.S., indicate that a three- level, wood - framed, single - family residence will be constructed on the lot. The main floor, including the entry and garage areas, will be at Elev. 184. The daylight basement level will be at approximate Elev. 171. The basement will be constructed with a slab -on -grade floor. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra ©terra- associates.com 6 Ui • O' u ) O' ca w O. a g u. ° 1- wt 1-0 Z ~' U �' 0 N; O 1- V;: -O l .• Z: U N( z Mr. Bill Fowler • April 24, 2000 To achieve the planned finish grades, it is anticipated that temporary excavations of up to seven feet will be required. It is not anticipated that any significant fills will be placed on the lot. Minor fills will be required to create finish grades for the driveway and to backfill the basement wall to the garage level. Also, after completion of foundation walls, excavations will be backfilled. Discussion and Recommendations Based on our review, it is our opinion that the plans are in general accordance with the recommendations presented in various reports in the referenced report compilation. The following discussion and recommendations are based on our review of the current building plans and the conditions existing on the site. Excavations and Earthwork The site plan indicates that temporary excavation up to seven feet will be required to construct foundations for the lower basement level of the residence. It is expected that the excavation will be made through recently placed recycled concrete materials and native soils consisting of sandy silts and silty sands. • The on -site native soil contains a significant amount of fines (silt and clay size particles). This material will be difficult, if not impossible, work in wet weather. The excavated native soils should be removed from the site or 'used in nonstructural landscape areas away from the slopes. We recommend that the recycled concrete previously placed on the site be used to backfill all foundations, and as additional fill wherever possible. To prevent contamination, this material should be kept separate from the native materials on the site. As an alternative, imported pit -run gravel soils may also be used for backfill. Walls supporting backfill, including the basement wall, should be designed as retaining structures and should be provided with adequate subsurface drainage. The walls should be designed to support an equivalent fluid weight of 35 pounds per cubic foot (pcf), assuming a horizontal backfill configuration. A uniform lateral pressure of 100 pounds per.square foot (psf) should be added for restrained conditions. An additional uniform pressure of 60 psf should be added for basement walls adjacent to driveways and/or garages. Foundations The foundation excavation on this lot is expected to extend into competent native soils. - These soils are moisture - sensitive and subject to disturbance in wet weather. If the bearing soils become disturbed, they should be overexcavated and replaced by materials such as recycled concrete or quarry spalls. Foundations should be designed and constructed in? accordance with the recommendations presented in the referenced report compilation. The foundations should be designed for an allowable bearing capacity of 2,000 psf. A representative of our firm should observe excavations, backfilling, and foundation subgrades to verify that the site conditions are as anticipated. Project No. T- 1515 -2 Page No. 2 • 'c -Mr. Bill Fowler ' April 24, 2000 We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. ‘; -,--/- rr 2 Costa Philippides tj v Q Anil Butail, RE. _ President CP /AB:dvp .....® = c i ORES 12A/0I _• cc: Mr. Joh app er, app er c tests, P.S. ? 1." z 0 w w; 0 H• W W F U '. t Project No. T- 1515 -2 Page No. 3 Kappler Architects P.S. VERSION 57 -5 INCLUDES 3 STORY Lateral Analysis for: Dujardin Plan #2108 wl Office City of Tukwilla, WA LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PARAMETERS SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR SF, PLATE HT. MAIN FLOOR SF, PLATE HT. LOWER FLOOR SF, PLATE HT. WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION PERMIT CENTER Job No. 99086 -21 Date 2/25100 SPM 906;:: SF SF SF OTHER SF, LONG / SHORT WALL °. � 40, a_ SF SAIL AREA PLF FOR PERIMETER OF BUILDING UPPER FLOOR WALLS & ROOF (Roof + 1/2 Upper Floor) MAIN FLOOR WALLS (1/2 Upper Floor +1 /2 Main Floor) LOWER FLOOR WALLS (1/2 Main Floor +1 /2 Lower Floor) OTHER (Roof + 1/2 Floor) KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086- 21- (ExpC)_Plan #2108 w_Office_1997 -9 Lateral analysis worksheetl.xls RECEIVE CITY OF TUKvriLA Q 6 i''!"1 Long Wall 46 12 15A 9:0 FT FT FT STAMPED" "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF (for rho factor) 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default 7/28/00 PAGE 1 WALL HEIGHT Ce Cq qs Iw 249 0.00 0 -15' P= 1.06 1.3 16.40 1 22.60 PSF 20' P= 1.13 1.3 16.40 1 24.09 PSF 25' P= 1.19 1.3 16.40 1 25.37 PSF 30' P= 1.23 1.3 16.40 1 26.22 PSF 26.22 341 25.37 228 22.60 249 0.00 0 REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability /Redundancy Factor: P = 2 - (20 / ( r max ((sq. root of AB))) VALUE USED where: AB Ground floor area of structure AB r max = Max element - story shear ratio square root r max = r i / story shear r i = element story shear x 10 / Iw element shear Iw (LENGTH) P= rI= WIND PER SECTION 1618 r i story shear r max = 1 2337 1 13470 1 -1.07 therefore use DESIGN CRITERIA FOR WIND ANALYSIS DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor VALUE USED Ce = Cq = qs = Iw = 1.06 1.30 16.40 1 WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) P= EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 13.0 (P) Upper Floor (Main walls) 9.0 (P) Main Floor (Lower walls) 11.0 #N /A 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086-21 - (ExpC) Plan #2108 w_Office_1997 -9 Lateral analysis worksheetl.xls Min = 1.0 Max =1.5 PSF 1409 38 23371 0.17 PLF SF # FT # FT # FT # FT 7/28/00 PAGE 2 00 ! co 0 WW: J u. W O ' g �; J U. < 1- W 1-0 Z 1- i 3 0, O N O CF- uj 1-ht WI U �= 0 z (P) Roof (Upper walls) 12 1177 SF 14124 ADDITIONAL LOAD 0 1177 SF 0 S / S EX. WALLS 10 92 8 7360 F / B EX. WALLS 10 64 8 5120 INTER. WALLS 8 78 8 4992 Roof (Upper walls) 31596 30 947880 947880 0.4730 6371 Upper Floor (Main walls) 31437 VAPPLF►�CM ITEr �1§08057 0.3294 4437 Main Floor (Lower walls) 33003 12 RFI ilei91 A 2004093 0.1976 2662 (P) Upper Floor (Main walls) 15 931 SF 13965 S / S EX. WALLS 10 92 8 7360 F / B EX. WALLS 10 64 8 5120 INTER. WALLS 8 78 8 4992 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 31437 (P) Main Floor (Lower walls) 15 906 SF 6795 S / S EX. WALLS 10 92 12 11040 F / B EX. WALLS 10 64 12 7680 INTER. WALLS 8 78 12 7488 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 33003 #N /A 12 0 SF 0 ADDITIONAL LOAD 0 0 SF 0 S / S EX. WALLS 10 0 10 0 F / B EX. WALLS 10 0 10 0 #N /A 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16bQ. 16N BASE SHEAR: Vb = ( 3.0 x Ca / R ) W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load DEAD LOADS VALUE USED Z= R= Ca = Rw= Rw= BUILDING LOADING 0.3 5.5 0.36 8 6 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSFI LONG WALL ISHORT WAL I WEIGHT TOTAL ROOF WEIGHT ON UPPER SHEARWALLS 31596 # BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W STORY SHEAR TOTAL WEIGHT W= 96036 *load reduced by half due to plan configuration of front wall being concrete Not Included in total # BASE SHEAR: Vb= 0.1964 96036 18858 WORKING STRESS WOOD DESIGN 1.4 I 13470 # Wihi / sum Wi hi (Plate Ht.) Wi x hi sum Hi x hi Wihi Vi TOTAL FLOOR Fq¢pf,d11/SS20 2555937 99086- 21- (ExpC) Plan #2108 w_Office_1997 -9 Lateral analysis worksheetl.xls 13470 # /28/00 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 164 113 145 0 # FT #FT #FT # FT SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS 341 569 818 # FT # FT # FT NOTE: DUE TO THE HIP ROOF CONFIGURATION, THE LOADS WILL BE REDUCED AT THE OUTER GRIDS (GABLE ENDS ONLY) BY 40 %. THE LOAD WILL NOT BE REDUCED FURTHER THAN THE SEISMIC LOADING. 6289 489 #FT M= 59033509.54 T =C= 1844797.173 10.5 1T589 97 ALOW.Ft= 16.5 r 111805.89; 1.33 143.64 # /NAIL 550 1.331 731.501# /BOLT MIN BOLT SPACING ri =.; 185i FT 0.C. 790 1.331 1050.71# /BOLT MIN BOLT SPACING u61, :V ; ;•; 2:65j FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086- 21- (ExpC)_Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xls 1056714 13470 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A 525 1.33 12843.20 NAILS Not included in total 164 113 145 0 341 228 249 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 7/28/00 PAGE 4 Z F- i z W V N G (O W ' ; W O ` g J LL co W; z i 2 D O:. O N; 0 IH W U V IL H O : Il Z .. co H Off `. z V W h Wh F Roof (Upper walls) 13470 31596 13 410748 5236 Upper Floor (Main walls) 13470 31437 9 282933 3607 Main Floor (Lower walls) 13470 33003 11 363033 4628 #N /A 13470 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 164 113 145 0 # FT #FT #FT # FT SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS 341 569 818 # FT # FT # FT NOTE: DUE TO THE HIP ROOF CONFIGURATION, THE LOADS WILL BE REDUCED AT THE OUTER GRIDS (GABLE ENDS ONLY) BY 40 %. THE LOAD WILL NOT BE REDUCED FURTHER THAN THE SEISMIC LOADING. 6289 489 #FT M= 59033509.54 T =C= 1844797.173 10.5 1T589 97 ALOW.Ft= 16.5 r 111805.89; 1.33 143.64 # /NAIL 550 1.331 731.501# /BOLT MIN BOLT SPACING ri =.; 185i FT 0.C. 790 1.331 1050.71# /BOLT MIN BOLT SPACING u61, :V ; ;•; 2:65j FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086- 21- (ExpC)_Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xls 1056714 13470 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A 525 1.33 12843.20 NAILS Not included in total 164 113 145 0 341 228 249 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 7/28/00 PAGE 4 Z F- i z W V N G (O W ' ; W O ` g J LL co W; z i 2 D O:. O N; 0 IH W U V IL H O : Il Z .. co H Off `. z #N /A 3.5 0 2.75 0 341 IIMPRV4 ;; 0 9545.39 0 #N /A ONISWAVE01 MIN PLATE NAILING #N /A INC O.C. Mo= WaII(DL) Roof (DL) Mr- T =C REQUIRED #N /A 280 #N /A 220 #N /A 0 #N /A 0 0 0 201.67 0 0.00 0 2653.92 0 #DIV /01 0 2- CS16 -30 0 #DIV /01 0 0 0.00 0.00 0.00 0.00 #NIA #N /A #N /A #N /A #N /A #N /A _ #N /A #N /A 9 3.5 2.75 2.75 0 341 IIMPRV4 ;; Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 9545.39 7499.95 7499.95 0.00 MIN PLATE NAILING 5 INC O.C. 280 220 220 0 0 0 0 0 326.67 201.67 201.67 0.00 2633.92 2653.92 2653.92 #DIV /01 2- CS16 -30 2- CS16 -30 2- CS16 -30 #DIV /01 22 8 13.5 0 0 349 P1.?4 Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 22325.43 37674.17 0.00 0.00 MIN PLATE NAILING 5 INC O.C. 640 1080 0 0 0 0 0 0 1706.67 4860.00 0.00 0.00 2577.35 2430.68 #DIV /0! #DIV /0! 2- CS16 -30 2- CS16 -30 #DIV /01 #DIV /01 15 4 10 4 0 199 'Rt -4 Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 6363.59 15908.98 6363.59 0.00 MIN PLATE NAILING 9 INC O.C. 320 800 320 0 288 672 384 0 810.67 4906.67 938.67 0.00 1388.23 1100.23 1356.23 #DIV /01 CS16 -30 CS16 -30 CS16 -30 #DIV /01 SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 re 6 a UPPER FLOOR Load Ht. 8 239 O u- 2 /3DL REACTION HOLDDOWN 341 2 /3DL REACTION HOLDDOWN 341 2 /3DL REACTION HOLDDOWN 239 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b b c c c d d d d SHEAR V WALL TYPE KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086- 21- (ExpC) Plan #2108 w_Office_1997 -9 Lateral analysis worksheetl.xls 7/28/00 PAGE 5 9 12 13 0 0 1231 Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 11781.74 12763.55 0.00 0.00 MIN PLATE NAILING 14 INC O.C. 960 1040 0 0 0 0 0 0 3840.00 4506.67 0.00 0.00 661.81 635,14 #DIV /01 #DIV /0l NA NA _ #DIV /01 _ #DIV /01 14 11 12 0 0 2081x.. ':p1°. , I Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 18260.75 19920.81 0.00 0.00 MIN PLATE NAILING 8 INC O.C. 880 960 0 0 0 0 0 0 3226.67 3840.00 0.00 0.00 1366.73 1340.07 #DIV /01 #DIV /01 CS16 -30 CS16 -30 #DIV /01 #DIV /0! 0 24 19 0 0 711 P„ _ I Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 13699.70 10845.59 0.00 0.00 MIN PLATE NAILING 24 INC O.C. 1920 1520 0 0 0 0 0 0 15360.00 9626.67 0.00 0.00 -69.18 64.15 #DIV /01 #DIV /0! NA NA #DIV /01 _ #DIV /0! 0 0 0 0 0 #DIV /0! I DIV/01 :! Mo= Wail(DL) Roof (DL) Mr= T =C REQUIRED #DIV /01 #DIV /01 #DIV /0! #DIV /0l MIN PLATE NAILING #DIV /01 INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIV /0! #DIV /01 #DIV /01 #DIV /0! #DIV /01 _ #DIV /0l #DIV /0l _ #DIV /0! FRONT TO BACK UPPER FLOOR Load Ht. 8 C9 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 H z w U UPPER FLOOR Load Ht. 8 w J UPPER FLOOR Load Ht. 8 341 341 2 /3DL REACTION HOLDDOWN 341 2 /3DL REACTION HOLDDOWN 341 w 2 /3DL O REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB,LENGT TRIB.LENGT gong Elumer.eLngErmetrEvent a a a a WALL SEGMENTS b c b b b C C c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086-21 - (ExpC) Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xls E. d d d d SHEAR V WALL TYPE 7/28/00 PAGE 6 mo Q V ; N u N w 0 N � a, I- Ill Z H 0; Z H` UJ p . 1-- U1 ni V i 1L I - 0 tl Z cu • 0 H , Z I 12 1.75 1.5 0 0 843 LERMEll Mo= 11803.28 10117.09 0.00 0.00 LRP AT GARAGE WING Wall(DL) 280 240 0 0 WALLS - MEETS Floor,Roof(DL 0 0 0 0 APA TEST LOADS Mr= 163.33 120.00 0.00 0.00 MIN PLATE NAILING T =C 6651.40 6664.73 #DIV /0l #DIV /01 2 INC O.C. REQUIRED STHD14 _ STHD14 _ #DIV /01 #DIV /0! #N /A I #N /A 3.5 0 0 9.5 0 Mo= 0 #N /A '#WA,„ I Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A Wall(DL) #N /A #N /A 640 #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 653.33 0 853.33 0 0 T =C 0 5304.74 0 4958.08 0.00 0.00 HD10A 0.00 _ (2) MST48's 0.00 #N /A #N /A #N /A #N /A #N /A _ #N /A #N /A #N /A 24 3.5 3 4 9.5 683 ,i'"! Mo= 19126.60 16394.23 21858.97 51915.05 Wall(DL) 560 480 640 1520 Floor,Roof(DL 0 0 0 0 Mr= 653.33 480.00 853.33 4813.33 MIN PLATE NAILING T =C 5278.08 5304.74 5251.41 4958.08 3 INC 0.C. REQUIRED HD10A HD10A _ (2) MST48's HD10A 14 2.5 3.5 3.5 3.5 613 VARMANITti Mo= 12260.64 17164.90 17164.90 17164.90 Wall(DL) 400 560 560 560 Floor,Roof(DL 612 1068 780 396 Mr= 843.33 1899.33 1563.33 1115.33 MIN PLATE NAILING T =C 4566.92 4361.59 4457.59 4585.59 3 INC O.C. REQUIRED (2) MST48's (2) MST48's (2) MST48's (2) MST48's RIGHT TO LEFT MAIN FLOOR Load Ht. 8 O u- 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 o: d MAIN FLOOR Load Ht. 8 228 569 569 2/3DL REACTION HOLDDOWN 569 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b c b b w /SSTB28 w/ SSTB28 TRIB.LENGT a b c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086-21 - (ExpC) Plan #2108 w Office_1997.9 Lateral analysis worksheetl.xls d d d w /SSTB28 c d SHEAR V WALL TYPE 7/28/00 PAGE 7 14 19 5 0 0 3320101Wjeal Mo= 50472.97 13282.36 0.00 0.00 MIN PLATE NAILING 14 INC O.C. Wall(DL) 3040 800 0 0 0 Floor,Roof(DL 0 0 0 0 0.00 Mr= 19253.33 1333.33 0.00 0.00 MIN PLATE NAILING T =C 1643.14 2389.81 #DIV /0! #DIV /0! 5 INC O.C. REQUIRED STHD 14 2- CS16 -30 #DIV /01 #DIV /0! 9 23 17 3 0 119 P,�1€A Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 21922.51 16203.60 2859.46 0.00 MIN PLATE NAILING 14 INC O.C. 3680 2720 480 0 0 0 0 0 28213.33 15413.33 480.00 0.00 - 273.51 46.49 793.15 #DIV /0! NA NA CS16 -30 #DIV /0! 0 0 0 0 0 #DIV /01 PONY/) Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #DIV /01 #DIWOI #DIV /01 #DIV /01 MIN PLATE NAILING #DIV /01 INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIV /01 #DIV /01 #DIV /01 #DIV /0l #DIV /01 _ #DIV /01 #DIV /0I #DIV /01 FRONT TO BACK MAIN FLOOR TRIB.LENGT Load 569 Ht. 8 Mo= Wall(DL) t7 Floor,Roof(DL o: 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR Load Ht. 8 2 /3DL REACTION MAIN FLOOR Load Ht. 8 W 569 HOLDDOWN 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 569 569 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c 9 11 20037.39 880 312 4370.67 1424.25 STHD14 4.5 8197.11 360 156 774.00 1649.58 CS16 -30 4.5 8197.11 360 156 774.00 1649.58 CS16 -30 2.5 4553.95 200 108 256.67 1718.91 CS16 -30 CS16's TO HAVE STHD14 BELOW AS REQ'D PER GRADE TRIB.LENGT a b c d b b c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086-21 - (ExpC) Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xls d d d SHEAR V WALL TYPE 228IMPAYINAM MIN PLATE NAILING 8 INC O.C. 7/28/00 PAGE 8 re 2 U O ww ; w 0 i q CO _ 0 ; w Z I-O Z H; LU 0 IU !. 2 V r- - Z 'r 0 - ' O Z I #NIA 13 0 7 0 545 5450140P2431011 0 77966.96 0 #N /A fait NWA Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A Wall(DL) #N /A 3520 #N /A 0 #NIA Floor,Roof(DL MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 Mr= 0 18773.33 0 0.00 0 T =C 0 4824.12 0 #DIV /0! 0 REQUIRED 0.00 ON CONC. 0.00 _ #DIV /01 0.00 0.00 #NIA #NIA #NIA #NIA #N /A _ #NIA #NIA #N /A #N /A 13 0 7 0 545 5450140P2431011 0 77966.96 0 #N /A '#NI Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A Wall(DL) #N /A 3520 #NIA 0 #N /A Floor,Roof(DL MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 Mr= 0 18773.33 0 0.00 0 T =C 0 4824.12 0 #DIV /0! 0 REQUIRED 0.00 ON CONC. 0.00 _ #DIV /01 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A _ #N /A _ #N /A 24 13 16 7 0 545 5450140P2431011 Mo= 77966.96 95959.33 41982.21 0.00 Wall(DL) 2860 3520 1540 0 Floor,Roof(DL 0 0 0 0 Mr= 12393.33 18773.33 3593.33 0.00 MIN PLATE NAILING T =C 5044.12 4824.12 5484.12 #DIV /0! 3 INC O.C. REQUIRED ON CONC. ON CONC. _ HD10A _ #DIV /01 14 3.5 3.5 3.5 3.5 818 P.2=3 Mo= 31486.66 31486.66 31486.66 31486.66 Wall(DL) 770 770 770 770 Floor,Roof(DL 900 1740 1164 396 Mr- 1948.33 2928.33 2256.33 1360.33 MIN PLATE NAILING T =C 8439.52 8159.52 8351.52 8607.52 2 INC O.C. REQUIRED HD10A HD10A HD10A HD10A RIGHT TO LEFT LOWER FLOOR Load Ht. 11 LOWER FLOOR Load Ht. 11 LOWER FLOOR Load Ht. 11 oc 5 LOWER FLOOR Load Ht. 11 ug 818 1 - z O u- 2 /3DL REACTION HOLDDOWN 818 2 /3DL REACTION HOLDDOWN 818 2/3DL REACTION HOLDDOWN 818 2/3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b C b C b C w /SSTB28 b C w/ SSTB28 w/ SSTB28 w/ SSTB28 w/ SSTB28 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086-21 - (ExpC) Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 7/28/00 PAGE 9 2 �V1 UO c oo N W w 0 2 g Q rn a. z o z 0 cn 0 I- Ww 8 .z l N ; F - O z 9 20 5 0 0 294 L 294 impliessel Mo= 64772.55 16193.14 0.00 0.00 MIN PLATE NAILING 4 INC O.C. Wall(0L) 2200 550 0 0 0 Floor,Roof(DL 312 156 0 0 0.00 Mr- 16746.67 1176.67 0.00 0.00 MIN PLATE NAILING T =C 2401.29 3003.29 #DIV /0! #DIV /01 6 INC O.C. REQUIRED ON CONC STHD 14 #DIV /01 #DIV /0l 14 19 5 0 0 4771 P14101 1 Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 99707.74 26238.88 0.00 0.00 MIN PLATE NAILING 4 INC O.C. 4180 1100 0 0 0 0 0 0 26473.33 1833.33 0.00 0.00 3854.44 4881.11 #DIV /01 #DIV /01 ON CONC _ HD10A #DIV /01 #DIV /0! 9 20 5 0 0 294 PAV41 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 64772.55 16193.14 0.00 0.00 MIN PLATE NAILING 6 INC O.C. 4400 1100 0 0 0 0 0 0 29333.33 1833.33 0.00 0.00 1771.96 2871.96 #01Vl01 #DIV /0! ON CONC STHD 14 #DIVl01 #DIV /O! 0 0 0 0 0 #DIV /01 'IOlV101 Mo= Wail(DL) Floor,Roof(DL Mr= T =C REQUIRED #DIV /0! #DIV /0l #DIV /0! #DIV /01 MIN PLATE NAILING #DIV /0! INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIV /0! #DIV /0! #DIV /01 #DIV /0! #DIV /0! #DIV /0! #DIV /01 #DIV /0! FRONT TO BACK LOWER FLOOR Load Ht. 11 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 w J 818 818 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 818 818 2 /3DL REACTION HOLDDOWN TRIB.LENGT WALL SEGMENTS b c d SHEAR V WALL TYPE P1-4 AT CRIPPLE WALLS TRIB.LENGT a b C d TRIB.LENGT w/ SSTB28 a b P1-4 AT CRIPPLE WALLS TRIB.LENGT a b C C KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086- 21- (ExpCL Plan #2108 w_Office_1997-9 Lateral analysis worksheetl.xls d d 7/28/00 PAGE 10 It o LLI D V 0 O - 0 W W ': I-- � U. al co 0 1- Z J_ L■ ,_n., r. k.ww ?vGLA:11:e:.1L'7�JL'•e , , . � 1 TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 5 D7,000- C� Tukwila, Washington Dear Mr. Fowler: Our services on the project consisted of observation and testing of the following elements: • Structural fill placement and compaction • Foundation subgrades • Garage and basement floor subgrades • Pavement/driveway subgrades October 3, 2001 Project No. T- 1515 -2 Reference: Plan Review, Fosterview Estates, Lot 5, Terra Associates, Inc., dated April 24, 2000 As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 5 of Fosterview Estates in Tukwila. The purpose of our work was to verify that the geotechnical engineering aspects of the project were completed in accordance with recommendations outlined in the referenced plan review letter, and Kappler Architects' construction drawings. Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 5 has been performed in general accordance with project specifications and recommendations provided in the referenced plan review letter. Foundation subgrades observed by our firm will provide satisfactory support for footings using a bearing capacity of 2,000 pounds per square foot (psf). We have enclosed a copy of our footing excavation examination memo delineating the foundation subgrade conditions noted during our site visit. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 2a1A }33a,,• 1 r a@a, dates. o t i t i Z H. w W D ' c e O _r 0 H w —. I- 0 . � Z . N i z Mr. Bill Fowler October 3, 2001 This work was performed, and this letter was prepared Company. We trust the information presented is sufficient for your current needs. additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. -e/I. nc 0 ( Bernard =P• Kioll g =va Staff Eng 11 ■ • r D nil :: utail= P`EB ,' Principal 7i ,Encl• :_. TOOti ig,Excauation Examination Report (1) 3 FIX. • cc: Mr Mr. John Kappler, Kappler Architects , specifically for the use of Dujardin Development If you have any questions or require Project No. T- 1515 -2 Page No. 2 0 U) 9 WLL w 0. 2 g J Il- w lz �' 2 '0 - 0 H = w' IL. le il Z! N; H � _ „ 0 . PROJECT NAME: CONTRACTOR: NOTES: SIGNATURE 5E-12A/ e. 5E-12Aae. 14a 44. TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED `� _ 3' / PROJECT NO, ' ' 5 Fos; Me OA—) �f 7731ZS PROJECT LOCATION' ""rjKaiii. .d 6ua /N DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: REPRESENTATIVE: /WO v1.3 S'7717C* if d 7ZM: ,17ZE 4r1PPe�CT n F Z SL+O Psi' /30114 -4inI G LOA S. A-nr y -s774-re 4 r ,V rte, 4- stn 604 I firs SY- inAr7?•A1- t,,}L SNr /) 6E 20-141 A. 'II Per rti Frye 7_ NC, i P P k tore cnAl r . Y Pe ,hc erns./r. Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened reas due to construction activity or rainfall should be removed prior to concrete placement. u3hf;Ai • hPY TEB BE E!. T.; COPY TO So 7T (776o01a24) 51)1. ]74- 75[_ Pd FOOTING EXCAVATION FIELD CONDITIONS NOTED A 4L ct.'4Z . FCO7VV( A2{ S F;077"16, /+726.15 W L�1e-E e WATT FOie /10025 `5 6n/ L.07 6 6. 0 -to 8 Pcc-r 1nrrt) PRE V /0()str/ - ComPAr.:70) 5 ROC_I UP9L P /LL 1 log AAD 0.5 set e. S . /LL 6✓/"5 2GC ycC.c?) ni.? e Mx_ if7vp NAT /v6 NA CCA - VC'7' Si e.7 • A Ne.cr,f5 th/& : Flt r✓t AtVt) /'IO/J - Yeer- 13 /NG nzie:c7r6 76 Sc4e'Pc -T ZOO ps f ei}/LA/NG L.vM S / PROJECT NAME: CONTRACTOR: NOTES: SIGNATURE 5E-12A/ e. 5E-12Aae. 14a 44. TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED `� _ 3' / PROJECT NO, ' ' 5 Fos; Me OA—) �f 7731ZS PROJECT LOCATION' ""rjKaiii. .d 6ua /N DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: REPRESENTATIVE: /WO v1.3 S'7717C* if d 7ZM: ,17ZE 4r1PPe�CT n F Z SL+O Psi' /30114 -4inI G LOA S. A-nr y -s774-re 4 r ,V rte, 4- stn 604 I firs SY- inAr7?•A1- t,,}L SNr /) 6E 20-141 A. 'II Per rti Frye 7_ NC, i P P k tore cnAl r . Y Pe ,hc erns./r. Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened reas due to construction activity or rainfall should be removed prior to concrete placement. u3hf;Ai • hPY TEB BE E!. T.; COPY TO So 7T (776o01a24) 51)1. ]74- 75[_ Pd 20020314001964 DOCUMENT TITLE(S) (or transactions contained therein) * K/ t ( it 1.2. SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: / - � N/A t� • Additional reference #s on page of document(s) GRANTOR(S) (Last name first, then first name and initials) DUJARDIN DEVELOPMENT COMPANY, DECLARANT • Additional names on page of document GRANTEE(S) (Last name first, then first name and initials) CHICAGO nt Lt !FORME COMPANY has placed the document of record as a customer courtesy DUJARDIN DEVELOPMENT COMPANY and acts no liability for tht tio6 r vlhddy et CI Additional names on page of document LEGAL DESCRIPTION (abbreviated i e , lot, block, plat or section, township, range) Portions of Government Lots 2 and 3, Section 15, Township 23 North, Range 4 East, W M , Portion of Tract 67, Riverside Interurban Tracts, Vol 10 of Plats, Page 74, and Portion of Tract 19, Fostona Garden Tracts, Vol 9 of Plats, Page 95, in King County, Washington, also known as The Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065 • Additional legal is on page of document ASSESSOR'S PROPERTY TAX PARCEL/ACCOUNT NUMBER 45231349N3X4 t 49Vn 4 c111u62( See Attached • Assessor Tax # not yet assigned N 0 N RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 WASHINGTON STATE RECORDER'S Cover Sheet (RCw 65 04) Y \WPNDUTARDDAFOSTER2NDAAffN D IMo.DOC , I I 11 11 II II II II II I 1 � 11 II 11 I II II III � III j jj I II � II 2 3 320 1 pe 4 P AG E HC3 T O F ee 03/14/2002 14 KING C OU NTY, 1 W 0O (0 o W J H . . WO 2 u Q N D' I- w Z ' I- O z F - Ill 'Lir caq o O N 01 W at H H. LL O:. w z 0 5 O H z Y 1WFNDUJARDWNFOS'TFR2NDAMEN D 1MO.DOC SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS re FOR FOSTERVIEW ESTATES, A PLANNED RESIDENTIAL DEVELOPMENT 0 co o ww J CO 1L wo . This Second Amendment to Declaration of Protective Covenants, Restrictions, g Easements and Agreements for Fosterview Estates, a Planned Residential Development (the a "Second Amendment ") is made this l day of `ry��L+t?c,t} , 2002 by Dujardm ea D Development Company, a Washington corporation ("Declarant") w CHICAGO TITLE INSURANCE COMPANY Z �' has placed the document of record as a customer courtesy z 1 . and RECITALS AND DECLARATION the accepts no liability Butt for j the dogn 6r validity of w w , MO di�ufftt;ht U N A Declarant is the developer of the real property and improvements thereon legally ,o �' described in Exhibit A (the "Property"), commonly known as the Plat of Fosterview Estates The w W ' Property is comprised of all the real property shown on maps recorded with the King County � under Recording No 20000505000735, Volume 194, Pages 062 -065 o w z : u) B Declarant previously recorded that certain Declaration of Protective Covenants, o I Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential z Development (the "Declaration ") under King County Recording No 20000505000736 The Declaration was previously amended by a First Amendment to the Declaration (the "First Amendment ") recorded under King County Recording No 20000505000737 C As the Development Period (as defined in the Declaration) has not termmated, Declarant under the provisions of the Declaration as previously amended, has the authority to amend and wishes to further amend the provisions of the Declaration as provided herein NOW, THEREFORE, Declarant hereby amends the Declaration as follows 1. Maintenance Responsibilities. The Fosterview Estates Homeowners Association. Section 5 1 of the Declaration is hereby deleted in its entirely and replaced with the following 2 ..wm,xM6tGMA 1A' UnOTSA and 5.1. Association Responsibilities After termination of the Development Period, the Association shall operate and maintain the Common Areas as required or advisable The responsibilities of the Association shall include, but are not limited to, the following 5 1 1 The cleaning and maintenance of the water courses on Tracts A and B; 5.1 The maintenance, repair and replacement of the fences around and across Tracts A and B, and 5 1 3 The maintenance, repair and replacement of the french drains in the Common Areas as shown on the Plat Map, and 5 1 4 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along the north boundaries of Lots 1 and 2, and 5 1 5 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along south boundary of Tract B and South 137 Street, and 5 1 6. The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along north boundary of Lots 13 and 14 and the Private Drainage & Pedestrian and Public Utility Easement as shown on the Plat Map, and 5 1 7. The maintenance of the trails beginning at the cul de sac end of South 137th Place to and along the North boundary of the plat as shown on the plat map. The Association may provide such additional common maintenance that it determines to be in the best interest of the Owners 2. Maintenance Responsibilities - Retaining Walls. A new subsection 5 2 5 is added to Section 5 2 of the Declaration as follows 5.2.5. Retaining Walls. The Owners of any lot on which all or part of a retaining wall is located (except those walls specifically referenced in Sections 5 1 5, 5 16 and 5 1.7 above) shall be responsible for the maintenance, repair and replacement of any portion of a retaining wall (and its associated drainage improvements) which is located on their lot (collectively "Wall Maintenance ") In the event a retaining wall is located along a common property line between adjacent lots, the down slope lot Owner shall be solely responsible for Wall Maintenance of said wall The Owner responsible for Wall Maintenance under the provisions of this paragraph (the "Responsible Owner") is hereby granted an easement over and across the adjacent Iot to perform such activities as are reasonably necessary for required Wall Y \WPDWAADIINOS'[FAINDAMFN D AtG DOC 3 Maintenance, provided the Responsible Owner shall fully restore to substantially its original condition any area of the adjacent lot (including, without limitation, any improvements or landscaping) as is disturbed or damaged through the exercise of rights under this easement 3. Ratification. Except as expressly amended by this Second Amendment, all of the terms, covenants, conditions and easements set forth in the Declaration as previously amended by the First Amendment shall continue in full force and effect and are hereby ratified by the Declarant DECLARANT: (Printed Name) 7 Its Atli d' - (^ STATE OF WASHINGTON ) O )ss. ezz COUNTY OF KING ) Y 1 WP1DWARDIMFQTTE&2NDAMEN AJMG DOC 4 N � ww o LL Q `'. CI IICAGO TITLE INSURANCE COMPANY co has placed the document of record as a customer courtesy H w and accepts no nobility for z i— the accuracy Or validity of — o the document. z f— U • 0 O - w o ' • z N ! J. 0 z On this day personally appeared before me QQUvc ',r ke f, to me known to be the "' 1?tss uos rrcr of Dujardm Development Company, the corporation who executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument GIVEN under my hand and official seal this day of /2 AIeCL4 , 2002 tore) i� �, t V1't• X o ft live `- }^Acli A% n (Print Name) Notary Public in and for the State of Washington, residing at Sre.R n My commission expires 3 -I S -0 3 7nOv g,^ saysl marl mVoXf n`er„nmProCTI tn110 Or r4e.1.,srt w. afrvsVr +!7m� n �v * a 51Men- .osoomol, I Y \WADUJARDIIJVOSCER2NDAMEN D IMO DOC EXHIBIT A LEGAL DESCRIPTION Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065, records of Kung County, Washington. 5 CH CACO TITLE INSURANCE COMPANY has placed the document of recnrd as a customer courtesy and accepts no liability for the accuracy or validity of the document. ASSESSOR'S PROPERTY TAX ACCOUNT NUMBERS 261200- 0010 - 4 261200 - 0020 - 02 261200 0030 - 00 261200- 0040 - 080 261200- 0050 - 05 261200- 0060 - 03 261200- 0070 - 01 en 261200 - 0080 - 09 ° 261200- 0090 - 07 �► 261200- 0100 - 05 261200 - 0110 - 03 0 261200- 0120 - 01 N 261200- 0130 - 09 261200- 0140 - 07 261200 - 0150 - 04 261200 - 0160 - 02 261200 - 0170 - 00 261200- 0180 - 080 261200- 0190 - 06 261200 - 0200 - 04 Plat of Fosterview Estates Lots 1 through 40 CHICAGO TITLE INSURANCE COMPANY has pkcrd the document of record its o customer courtesy and dcrepts no liability for tho accuracy or vakdity of the documott, 261200 - 0210. - 02 261200 - 0220 - 00 261200 - 0230 - 08 261200 - 0240 - 06 261200 - 0250 - 03 261200 - 0260 - 01 261200 - 0270 - 09 261200 - 0280 - 07 261200 - 0290 - 05 261200 - 0300 - 03 261200 - 0310 - 01 261200 - 0320 - 04 261200 - 0330 - 07 261200 - 0340 - 05 261200 - 0350 - 02 261200 - 0360 - 00 261200 0370- 08 261200 - 0380 - 06 261200 - 0390 - 04 261200 - 0400 - 02 I- (-) i w! o W } O ; u- < Nd w z Z ▪ t � o I — w w - o Z, N o FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED ,Y0 PROJECT NO, PROJECT NAME: F PROJECT LOCATION: CONTRACTOR: u:rA,ra//v .RIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: uP ,"cre-T o r44.;0 7==4,0 - n NG Age.:4 /17'CC 400 > F' 5 ' t t r : € - L (3C /2 C r ue t c 3 v t . . 1 l F 0 AR. j,C.fU/Z Td cyn.)C e G%i': Pc. ✓ICG /rr : A.Cr Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened so� i see = in founda lon- aL•eas due to construction activity or rainfall should be removed prior to concrete placement. SIGNATURE // 5t !!G% gNo G.C.. TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 REPRESENTATIVE: 5c. c0 7-7 6 /o. ic 2,. C [' Lo4i 5. Anr -5 77 , 17Y4)/ ,/ 1.1,1-- 71.5A! COPY TO: / DusA,:i) ti / / C/K c�,! /I c ✓I _5 - 7717 C_C Poo Ti i 'JG KA %'e LC-1‹ FOOTING EXCAVATION _ FIELD CONDITIONS NOTED A Ll.. IAJAZC / o 77NG 47Z L5')•5 r AK c. S Want C 5q--,A,1 Am.6 7 //OUJC5 C5N L.OT5 -: • 5 Rr-14 sue. 0 10 r Fcc.7 INTO ' - / C 0 mP/1c � /..) 72 UC714er - f/L L AN /AR A I ivn L/ Sole.. -s . Fr Lc cvA s g(a( `/r6. cry) rim 11 /17up "IAD1le; tA44 5 c L. A ' Si LT . A C ,'f /2cNb G4.rz.;:>C F //C ro Ay 6 f/O.A/ - y!Lu1 Gx/ ) yc r /4 TO 5 cjVPct -T ?, 5 DU ,,,, f %G/ /L4/NG 1_Gv1x) S FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED ,Y0 PROJECT NO, PROJECT NAME: F PROJECT LOCATION: CONTRACTOR: u:rA,ra//v .RIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: uP ,"cre-T o r44.;0 7==4,0 - n NG Age.:4 /17'CC 400 > F' 5 ' t t r : € - L (3C /2 C r ue t c 3 v t . . 1 l F 0 AR. j,C.fU/Z Td cyn.)C e G%i': Pc. ✓ICG /rr : A.Cr Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened so� i see = in founda lon- aL•eas due to construction activity or rainfall should be removed prior to concrete placement. SIGNATURE // 5t !!G% gNo G.C.. TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 REPRESENTATIVE: 5c. c0 7-7 6 /o. ic 2,. C [' Lo4i 5. Anr -5 77 , 17Y4)/ ,/ 1.1,1-- 71.5A! COPY TO: / DusA,:i) ti / / C/K c�,! /I c ✓I _5 - 7717 C_C Poo Ti i 'JG KA %'e LC-1‹ , fist No. Test Location Depth OH Soil Type Moisture Content (%) Dry Density IPCF) Relative Compaction % Remarks 5 io E.:,..; N o f Ai . - 0, • ,,,-- „i' tol 'I .±."; Auus-e 6:477Ais AA 10 .6 //3. c75 lot f /( :.3 4 .1 - 7 -,'; ..-... 0 C Nf - ,, AA 1/.(„ 1 110. 2 '1S I ( 4 71 1 1 O E. 4 ,1 .:;‘,./ ,, 4,1 a 6 Aou,, ,, A A /O.1 // 7 . / 96 • • 3 4 -m 1 e r - , 1 /ft o f id. (.4 S AA /1.0 11 579 • Project: Location: Weather: - By: V77.4 TERRA ASSOCIATES, Inc. - 17Y V 1 1:74.( C Geotechnical Consultants (425) 821 Present At Site: A v /5 it./_) / rZZ: 'RD Of, ( '& /..:X AV Pe:W/74/2,4 r/... r:.3 11/ s 'TV ?7"7c73 ew , 5 ( V i A c" .- /3 ; TRor 77.-xikt 1-7;( - z • r(.) A1,4 - r7 0 /5 x (... ) todl - i i; Cor2 i.c. I r . re)i : -, -- r - t. , ‘ i<( , - c r•NA) S .6 ur 77 .11 o... , - i 0 7 s ..q.7 c 6 . Fr ri,edi ,,,,,t7v,•: If r3.7 r 72-, K. 4, c fl = /, I r .".e... 'A..- / z- /1 r ..,e,' r' xr e P 7" 77//i .5(() 171 Civ,6S or 77&..1 /.. le be 77-p..itiNf wi Cis 4t.i/ft_t S //‘,/ o 7 (.0 t ^,-rr) At .11 We,: le.)/ / '---... • e ".;((- - , "7 i X/ f r/t7 /N.( ( ..4. 77/7 l'l. l A - '7);e 1 ,.(7 cs-.4 •S • 1/ j- -/) ic --,,,-1-1,1-i,- of tq . ,.:,,1 --, -7a: .S -r7 :10 0 v /3 I I A-7.7: A -r //f57 9S dZ, r in ..-9 t -"A C.' 77 0/./ 0 F ( A rfriA-• x i (. ,',A..is / - 7 -- / . 1 (4:: .U/€ A Contractor: Field Density Test Data Subject: Daily Field Memo Project No /575 Memo No. Date 4 / - 3 1 L 5 6 • ficc I A ' , .fit/ te 1/1- ,tr'r% Aa/). July 25, 2000 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -195 Fosterview Estates — Lot #5 4210 South 137th Street Dear Mr. Kappler: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division and Public Works Department. At this time, the Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D2000 -195 City of Tukwila ihier Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 AMMISSEMessammemsrammumme ¥AIPPTJ[R ARCH Permit Center City of Tukwila Dept. of Community Development 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 CORREfTIGN LTR # -- -- your com Come ptanninq resource August 28, 2000 RE: Response to Correction Letter #1 for Fosterview Estates Lot 5, 4210 South 137 Street, Permit # D2000 - 195 1. All Sheets Listed Below have been revised to address all issues per "Meeting with Staff" 2. Earthwork Quantities are shown on sheet P1.6 3. The Wattsun report has been calculated to heat the entire house. The typical building method will be to insulate the main floor framing and leave the lower floor unfinished (unheated). Should a buyer wish to upgrade to a finished (heated) lower floor, the lower floor walls will be insulated per the Wattsun report. Revised or Added Sheets include: Sht 4 of 4 , P1.0 , P1.2 , P1.5 , P1.6 , P2.1 , P6.2 , P8.0 , C8 , C12 , C13. Should you have any questions or comments, please do not hesitate to call. ]LCTS RECEIVED CITY OF TUKWILA SEP — 6 2000 PERMIT CENTER Dwco 195 14311 SE 16th Street . Bellevue, W91 98007 1.800.888.4517 (425)641.5320 .fax: (425)641.5318 C080028 Fosterview lot 5 Correction letter #1 .dotew.knyy(erhomeyCdns.com PERMIT NO.: BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines 00090 Resteel 00095 Footing Drains 00100 Foundation Footings 00200 Foundation Walls ❑ 00250 Foundation Insulation 00300 Concrete Slab /Slab Insulation 00350 Crawl Space 00400 Shear Wall Nailing 00450 Plywood Wall Sheathing 00500 Roof Sheathing Nailing 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing . ❑ 00600 Masonry Chimney 00610 Chimney Installation/All Types 00700 Framing 00750 Roof/Ceiling Insulation 00800 Floor Insulation 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation 00803 Glazing Inspection 00815 Lighting and Controls 0900 Suspended Ceiling 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01 110 Pre -Move Inspection ❑ 01115 Motor Inspection • ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ 01400 Final -Fire .3 1M401700 Final - Building 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special - Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill 1 ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special - Shotcrete 1 ❑ 04012 Special - Grading, Excav/Fill ❑ 04013 Special- Retaining Wall , ❑ 04014 Special -Panels ❑ 04015 Special -Smoke Control System 1 TENANT NAME: X 0001 No changes to plans unless approved by Bldg Div 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment 4 0015 Engineered truss drawings & colts shall be on site 0016 Exposed insulation backing material 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof X0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected 0025 All wood to remain in placed concrete shall be treated ❑ .0026 All structural masonry shall be special inspected 0027 Validity of Permit 0028 Rack storage requires separate permit 0003 Electrical permits obtained through L & I • 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ `BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall 0004 All mechanical work shall be under separate permit 0040 All construction noise to be in compliance with 8.2 TMC ❑ 0041 Ventilation is required for all new rooms & spaces 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ "Reroof' CONDITIONS Plan Reviewer Permit Tech: Date: I ( Y� Date: 1 D 4-S-450 Z r 2 W U- 0 0 ', N 0 N W LL W 0 -j IL Q N 3 ° [r— _ Z �. I- z 1— V 0 l 0. , 0 H: = U — • O . z U N ' : so Z 04720;2001 15:22 FAX 425d21 4334 PrOleCt; . FiLSTEIgq r� W Location: weather: SvAiN y TERRA ASSOCIATES TERRA ASSOCIATES, Inc. Geotechnical Consultants (425) 821.7777 Prpspnt At Site: 5ca rr s�TAemwJo� Sublect: Car 5 Contractor: 60- 7Aredto fCf V_l5 t 7 S t 76 "7TH F1 F /mod ALNS /T'7' `xS o C•A '7 ea 'I �-- C.41_ .te.r.47€ 'f' Sy: Field Density Test Data ter. Vvri vvr Daily Field Memo Project No. 156 tko Memo No. Date 'y Zb ECEI [) MAY -3 M.1 BUILDING oores To: /6.43 r A 0 N W: CO W o' LL Q d - g_ I- O • Z I- uy U O O ill 0 W W'. - O UJ Z ' N ' O . soli d Type Puppy. Compaction •.. Remarks r1 ......w Test No. 3 5S w Test Location 7 r tn/. • 7 t M. 04 S.E corner Ie+5 elae.q tr1•1 166 5L. moisture Content l%i i 12. Dry Density toCFV 12z.% � '*o. ' 5 t ., - ----J 3SZ '+I rz�N e 5 . f/ 'e /1 t t � / GC 12,1 1 Z,z.1 clip - , r • t .' ,. _ I. c[ i0,$ 12M.4 97 w.f - .aSa t 7► t i, S.f rr �� •r t. G G I0.8 1 2 4'' 9'7 .. 04720;2001 15:22 FAX 425d21 4334 PrOleCt; . FiLSTEIgq r� W Location: weather: SvAiN y TERRA ASSOCIATES TERRA ASSOCIATES, Inc. Geotechnical Consultants (425) 821.7777 Prpspnt At Site: 5ca rr s�TAemwJo� Sublect: Car 5 Contractor: 60- 7Aredto fCf V_l5 t 7 S t 76 "7TH F1 F /mod ALNS /T'7' `xS o C•A '7 ea 'I �-- C.41_ .te.r.47€ 'f' Sy: Field Density Test Data ter. Vvri vvr Daily Field Memo Project No. 156 tko Memo No. Date 'y Zb ECEI [) MAY -3 M.1 BUILDING oores To: /6.43 r A 0 N W: CO W o' LL Q d - g_ I- O • Z I- uy U O O ill 0 W W'. - O UJ Z ' N ' O . Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 5 Tukwila, Washington TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences RECEIVED CITY OF TUKW ILA OCT . 2:00 PERMIT CENTER Reference: Plan Review, Fosterview Estates, Lot 5, Terra Associates, Inc., dated April 24, 2000 Dear Mr. Fowler: 1)Zobo - I October 3, 2001 Project No. T- 1515 -2 As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 5 of Fosterview Estates in Tukwila. The purpose of our work was to verify that the geotechnical engineering aspects of the project were completed in accordance with recommendations outlined in the referenced plan review letter, and Kappler Architects' construction drawings. Our services on the project consisted of observation and testing of the following elements: • Structural fill placement and compaction • Foundation subgrades • Garage and basement floor subgrades • Pavement/driveway subgrades Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 5 has been performed in general accordance with project specifications and recommendations provided in the referenced plan review letter. Foundation subgrades observed by our firm will provide satisfactory support for footings using a bearing capacity of 2,000 pounds per square foot (psf). We have enclosed a copy of our footing excavation examination memo delineating the foundation subgrade conditions noted during our site visit. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 - 7777 • Fax (425) 821 -4334 • terra@terra-associates.com Mr. Bill Fowler October 3, 2001 This work was performed, and this letter was prepared, specifically for the use of Dujardin Development Company. We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. aeAna,t0/7 /611 'a Bernar T C }Oil l 4e, Staff �Eng veer, ° �'! - S.A. ID)2 of utaiI.P,E ;' . • l iii '17�:;,; ., ve. BP rEncl:... _.Footing Excavat ion Examination Report (1) 1 EXIIRes3 . 12.19/0 cc: Mr. John Kappler, Kappler Architects Project No. T- 1515 -2 Page No. 2 •v+:aYuy . �..L'.II. .i3f },M:2'[•>11Jl ,t.rlA'�iFL1!`.nvt'tLI�Y UZidi� p ! Cl) � _ u) W W O 2 u.a F- W Z O ; z 2 M W ILI — O z? tii O ' PROJECT NAME: • .M 1. .. • ,.� •: l Via; > >.�` • A A t L. Ate* SIGNATURE 6re,Vle KW 41- TERRA ASSOCIATES REPRESENTATIVE CONTRACTOR: 40 DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 4/ 3 / PROJECT NO. 4.5-7S--- f357 - C.CV / etc -) �s7 PROJECT LOCATION: 70saiitC.A REPRESENTATIVE: COPY TO: Sf Scorr (77#0, nee) NOTES: ftL /t730 L'C'. S77t7 X3 Ted 7ZA16, A7ZE SuPiWC-7 nF 2 ) Lert5 S. .4 T141i4[ /VA 4- 5ie 04 /no /yrA - r7 Z ' r,, L1) e6 20-4-tAt -1 Henn FonZNG . AIRY Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened erve• n ou reas due to construction activity or rainfall should be removed prior to concrete placement. Du5hmi N 5'01 C' frrivt_ . Fore .. as = <Via 4Yri'MY'C:x �W. 0 N 0 ' W W! J i LL W O. a. I- _, z ' 0 LLI 2H 30, AD Z 0 = V' IL O . z . W �. z FOOTING EXCAVATION FIELD CONDITIONS NOTED A 41- AMU. Pco nrv, .47201 /`GDT1N6o A2CC+$ £tfl F c. Foe //OQ$ s cw Lo': s 5 I'r44 6. 0 • o 8 Pars, tnrre;) PRE V /005L / ComP,r.7 SiRt/C7UP9 F /LL A foR /417 thy: SO/(.- S . F /c-L 6v/I g2G'C ICC.0'/) rlh1 we repo. ,,u0 / M1 iv6 144.*5 CLA) Y S /L7,. AL /}i2GPf - /[ aI ...1h a - let-4//%4 6) 70 51.4‘9 2, SDO Ps f 0e -4 /N 4./1/14 S PROJECT NAME: • .M 1. .. • ,.� •: l Via; > >.�` • A A t L. Ate* SIGNATURE 6re,Vle KW 41- TERRA ASSOCIATES REPRESENTATIVE CONTRACTOR: 40 DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 4/ 3 / PROJECT NO. 4.5-7S--- f357 - C.CV / etc -) �s7 PROJECT LOCATION: 70saiitC.A REPRESENTATIVE: COPY TO: Sf Scorr (77#0, nee) NOTES: ftL /t730 L'C'. S77t7 X3 Ted 7ZA16, A7ZE SuPiWC-7 nF 2 ) Lert5 S. .4 T141i4[ /VA 4- 5ie 04 /no /yrA - r7 Z ' r,, L1) e6 20-4-tAt -1 Henn FonZNG . AIRY Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened erve• n ou reas due to construction activity or rainfall should be removed prior to concrete placement. Du5hmi N 5'01 C' frrivt_ . Fore .. as = <Via 4Yri'MY'C:x �W. 0 N 0 ' W W! J i LL W O. a. I- _, z ' 0 LLI 2H 30, AD Z 0 = V' IL O . z . W �. z February 27, 2001 John Kappler Kappler Architects 14311 SE 16 Street Bellevue, WA 98007 RE: Request for Release of Phase B Building Permits Dear John, I have received your request for release of building permits in the Phase B group according to the House Development Plan adopted as part of the final plat approval for Fosterview Estates. The letters from your geotechnical engineer Terra Associates and the City's site inspections confirm that site work har. been completed for areas 1 and 8. Based on this the City will release building permits for lots 5 -8 in area 2 and lots 21 -23 in area 5. When the site work for area 3 is complete we will release permits for lots 9 -12. If you have questions please call me or Nora Gierloff for additional clarification. Sincerely, Jim Morrow Public Works Director City of Tukwila cc: Nora Gierloff, Associate Planner Joanna Spencer, PW Engineer Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director \ \TUK2 \VOL3 \I E\NORA \FSTRV I E W\PhaseB.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: Pos ,'r lJieej Esiates tots 5 78 8 / 02a».!9s, 194 197 /94 /9f ZOO De4 d , Location: File: Action: 6. 23.2000 Reviewed By: (ICONNI1 SPENCER (2)43sa Date: PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION CODE REQUIREMENTS OVERLAY PROGRAM RFA PW STANDARDS COMP PLAN MISC. STUDIES WD 125 PRE -APP CIP MAINTENANCE NEEDS VAL -VUE PROBLEM AREAS Pb� a24 rl,Ot sort review o/ youifi# Gnu e �v ii c'mp/e to 5uhm itkJ. Plan sheets sh ow s; fe s bectAc see- ons 9 and 5ife speca�ic- Judd/ Qe4od5 are mi•sin • 2, 5heat 40,'4 or z i /V/ t) 5u v'stogy sh // be f &lCk b seq. 3. Coy duct Va 1 vu e S e,oe/ 0,19 et CJ&cr .D/ l -ti. 1 -or se r putt -i - se n4 hook.-z-4-175. 4-. In jou revl5/oo r st hm,// 2 e se address alt � 151,t es d is ecc ss..ed at the ji, 2i 2000 mee71. 1jI P4?4c boo,,, DATE: June 22, 2000 PROJECT NAME: Lot 5 Building Permit PLAN CHECK NO.: D2000 -195 PLANNING DIVISION COMMENTS Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. 1. This lot is in Phase B and cannot be constructed until Phase A is complete. C: \Nora's Files\ STRVIEW\LOT2REVISION.DOC Project Name: Fosterview Estates 4210 - ► 3'7 sr Permit File No.: D2000- I ( 35 Lot # 5 rt g Date: Jul 24, 2000 Q July 0 N g' ti) uJ Reviewer: Dave Larson, Building Inspector y j (206) 431 -3670 p 2 Corrections: 1) Pages missing relating to site specific soil conditions and g = foundation elevations. Geo -tech letter refers to pages N 3 `. not included in plans and sheet index may not be i W ' c omplete. z O % 2) Wattsun program appears to be based on total square 1. r footage of house including basement. It also lists R -19 2 o` floor insulation which would lead me to assume that the o co unfinished basement will also be unheated as insulation a] I— ' wW would be installed in ceiling above basement level. = v Wattsun program should be based on total heated area u. ~O, not including basement or basement wall and slab Z Insulation should be substituted for ceiling insulation. v C2 Show insulation in plan cross sections to clarify intent. p F z Building Department Review Comments ACTIVITY NUMBER: D2000 - DATE: 6 -19- 2000 PROJECT NAME: FOSTERVIEW ESTATES - LOT 5 SITE ADDRESS: 4210 S 137 ST XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division g dew e 1-264 Public Wo r � Go- Complete Approved REVIEWER'S INITIALS: Approved WRROIIII Ilk 'PERMITCOORD COPY PLAN REVIEW /ROUTING SLIP "D DETERMINATION OF COMPLETENESS: (Tues., Thurs.) CORRECTION DETERMINATION: Incomplete Comments: TUES /THURS ROUTI G: Please Route Structural Review Required ri No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Approved with Conditionsfl Not Approved (attach comments) REVIEWER'S INITIALS: o Fire r t eventio Plann � ivision �G (0.21 n Lu 6-2Eco Structural I I Permit Coordinator 1 DUE DATE: 6-20-2000 Not Applicable ri DUE DATE 7-18 -2000 Not Approved (attach comments) DATE: DUE DATE DATE: II ' = w I . Z z I- UJ D 0 , O N w w' = U` - 0 : . z ' U N O z ACTIVITY NUMBER: D2000 -195 DATE: 9 -6 -2000 PROJECT NAME: FOSTERVIEW ESTATES - LOT 5 SITE ADDRESS: 4210 S 137 ST Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Buil mg Divi ion AU X) L Public Works �flJl C. 104 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Approved axxoouDOC Comments: TUES /THURS ROUTING: Please Route Structural Review Required U No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: PLAIVKEVfEW /ROUTING SLIP Structural Incomplete Approved with Conditions Fire Prevention n Planning Division Permit Coordinator DUE DATE: 9-7-2000 Not Applicable n DUE DATE 10 -5 -2000 Not Approved (attach comments) n DUE DATE Not Approved (attach comments) I DATE: z ce 0 N 0 w J co w w 0 .. IL Q _ w z zo ur 0 I- w w I- V f. LL S O . .. z t o — 5 - 1 O z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: (./ 1-b • DD Plan Check/Permit Number: D2000 -195 • Response to Incomplete Letter # • Response to Correction Letter # 1 ▪ Revision # after Permit is Issued Project Name: FOSTERVIEW ESTATES — LOT 5 Project Address: 4210 South 137 Street Phone Number: 42C 532b Contact Person: John Kappler Summary of Revision: • A A A - ' 1 - I - T " bat vi 44PiWF. ET) U t . b o PI 4L L- 1 CGS 1 1/ - Mit= iX) t✓T1n4c F " • E1 ,nk J' V - rrn S ( G 4oi t3 wir it i . to o Tl J TThU -o eetz?�T Lk ' P ird Lt4t-c-uu? le. NW 'j N4E lEN T1 Po tA6F . tx p is - $i.uL t kW! volt -l- eE N 11.1 114f nAPr,ki �LO'm- FeAa- vika.)( LEAVE 114 I.Dwflt- 14 OLD UN 1 I k r ) S!4o L& LEA P 1: t)N(EVL- 14 61+ Td UtPrieo -toy. TV A Fl N ie2 4 Vo LD VJ Ro of - 11* Loot FW og t,th bolt.. pf I �TM K S ERMIT C • TER Sheet Number(s): S11i 4o4 `P.. b 1 t�l , I ` TI t 'Pl.er i Fz-Z t T,, - 'P43. D� e -ii t t i v, "Cloud" or highlight all area of revision including date of revision QI/ ;CITY OF TUI4WILA Rec ved at the City of Tukwila Permit Center by: /I L�f' Entered in Sierra on q4-190 SFP - 6 2000 PERMIT CENTER 07/25/00 2000 Fire Department Review Control #D2000 -195 kR•A�fMexl �P9!AZtttlM4V Ciiy of Tukwila June 21, 2000 Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Re: Fosterview Estates — lot 5 — 4210 South 137 Street Dear Sir: The attached set of building plans has been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The minimum fire flow and flow duration requirements for one- and two- family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L/min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) 2. Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 ' t i- 0 z 0 U 0 - D w u. z ': w O z Page number 2 51 The Tukwila Fire Prevention Bureau Cc: TFD file Ncd Steven M. Mullet, Mayor Fire Department Thomas R Keefe, Fire Chief Each circuit breaker shall be legibly marked to indicate its purpose. (NEC 110 -22) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206 - 575.4439 iou • U U . W NW WO :_ g 1 u_< IW O Z 1—; 3 t 3 CI p � H iv ! p ' Z U N O ? Z CITY OF . UKWILA pajf40.... 195 Permit Center -11a 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability PROJECT #: Foerte r V(az s Required only if outside City of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): 4a1 .l3 Vi Name: Address: Name: Address: CITY OF TuKWIV Phone: 4 •334 GC) l2 Phone: 5 — (DLI 1- 6a:90 )1U N S ¶ 200( This certificate is for the purposes of: Residential Building Permit ❑ CommerciaVlndustrial Building Permit ❑ Preliminary Plat in Short SubdivisionPE11M1l '.,'-N ❑ Rezone ❑ Other Estimated number of service connections and meter size(s): 5 130)14" Vehicular distance from nearest hydrant to the closest point of structure ft. Area served ig � �,(, , (Water utility district): Owner/Agent „ O D i Skrl ckr Ro . Gs Owner /Agent Signature: DTA__ Date: •4 PART B: (To be completed by water utility district) rl.LC The proposed project is located within (t ,tt n 4 , kw�y (City /County) 5. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: {f!4 (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 3 ow) gpm at 20 psi residual for a duration of 2 hours at a velocity of 1 z.- fps as documented by the attached calculations. I hereby certify that the above information is true and correct. VIA jr� oe'S -r 25 i24__L-4.-J Agency /Phone 206 • ZcFZ —F /7 6 By $ -2z—o Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone By Date z ~ w I QQ Z 2 i0 0 W I H �LL w L Q = w z = i- O zI- 0 0- 0I— W w I- u. O lll U= O ~ z Fosterview Estates Tukwila, Washington VICINITY MAP SCALE: 1 INCH = 2,000 FEET RECEIVED CITY OF TUKWILA JUN 1 9 2000 PERMIT CENTER 4'W '; 2. 00 N N W; W O g J ' N d ' I- W , LU Zi 0; Z H D p` • -- O ' W W' l .. Z U N' 0 z Lot Address Tax ID # Plan # 1 13602 42 " Ave South 261200 -0010 1843b 2 13608 42n Ave South 261200 -0020 1843a 3 4202 South 137 St 261200 -0030 2119 4 4206 South 137 St 261200 -0040 2246 5 4210 South 137 St 261200 -0050 2108c 6 4214 South 137 St 261200 -0060 2246 7 4218 South 137' St 261200 -0070 2246 8 4222 South 137 St 261200 -0080 2108c 9 4226 South 137 St 261200 -0090 2108 10 4230 South 137 St 261200 -0100 2246 11 4234 South 137 St 261200 -0110 2108 12 4238 South 137 St 261200 -0120 1568a 13 4242 South 137 Place 261200 -0130 2246 14 4246 South 137 Place 261200 -0140 2108 15 4250 South 137 Place 261200 -0150 2108spcl 16 4254 South 137' Place 261200 -0160 2108spc1 17 4258 South 137 Place 261200 -0170 2246 18 4262 South 137 Place 261200 -0180 2060 19 4266 South 137 Place 261200 -0190 2119 20 4270 South 137 Place 261200 -0200 2060 21 13714 43 Place South 261200 -0210 2119 22 13710 43 Place South 261200 -0220 2060 23 13706 43 Place South 261200 -0230 1568a 24 13701 43 Place South 261200 -0240 1568b 25 13705 43 Place South 261200 -0250 1843a 26 13709 43r Place South 261200 -0260 1843b 27 13715 43 Place South 261200 -0270 1843a 28 13719 43r Place South 261200 -0280 1843b 29 13723 43r Place South 261200 -0290 1843b 30 13727 43 Place South 261200 -0300 1843a 31 13710 42 " Ave South 261200 -0310 2060 32 13714 42 " Ave South 261200 -0320 2119 33 13718 42 " Ave South 261200 -0330 2060 34 13722 42 " Ave South 261200 -0340 2119 35 4275 South 137 Street 261200 -0350 1843a 36 4279 South 137 Street 261200 -0360 1843b 37 4283 South 137 Street 261200 -0370 1843a 38 4287 South 137 Street 261200 -0380 1843b 39 4291 South 137 Street 261200 -0390 1843a 40 4295 South 137 Street 261200 -0400 1843b FOSTERVIEW ESTATES TUKWILA, WASHINGTON Owner: Dujardin Development Phone #425- 334 -5018, Fax #425- 334 -5041 Agent: Kappler Architect, P.S. Phone #425 -641 -5320, Fax 425- 641 -5318 E:\ADMNDATA\_CORRES\00-Qtr-2U0516_3 FOSTERVIEW ESTATES.doc 4 f4 art OF jUv, 1 ‘,,,rt PERMIT c� ; -. , PzocxIc liffereroourProosPFPWR CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY By I® Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) V 11 Purpose of Certificate: Building Permit ❑ Short Subdivision Proposed Use: la Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: TY:i l 'WORKING TOWARD A SETTER ENVIRONMENT \ SEWER DISTRICT ❑ Preliminary Plat or PUD ❑ Other ❑ Rezone 14816 Military Road South P.O. Box 69550 Tukwila, WA 98188 Phone: (208) 242.3238 Fax: (206) 242 -1527 CITY OF TUKWILA J u l 1 9. 2000 PERMIT CENTER Phone: 5 - 3 2 . Property Address or Approximate Location: �� q20 cSou4 J3? Legal Description(Attach Map and Legal Description if necessary): Ft Es Lof DS Toy- -n . 2 (l 0 - pas Part B: (To Be Completed by Sewer Agency) 1. R3 a. Sewer Service will be provided by side sewer connection only to an existing t size sewer ,U feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3 . a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC: $ BR).lto SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required ❑ May be Required c. Other: I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the to signature. boy 6 - /S- od Title Date D2Doo--195 1 LICENSE DETAIL INFORM , TION Form STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License DUJARD *204L0 Name DUJARDIN DEVELOPMENT CO Address PO BOX 1059 Address City SNOHOMISH State WA Zip 982911059 Phone Number 4253345018 Effective Date 6/20/80 Expiration Date 12/16/01 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 600351267 * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page http: / /www.lni.wa.gov/ contractors /TF2Form .asp ?License= DUJARD *204L0 Page 1 of 1 3/1/2001 FOSTERVIEW, TUKWILA WA DUJARDIN DEVELOPMENT COMPANY PERMIT SUBMITTAL DOCUMENTS, LOT 05 ADDRESS: 4210 SOUTH 137TH STREET TAX PARCEL I.D. #: 261200 -0050 OWNER / DEVELOPER DEVELOPER - DUJARDIN 9623 - 32ND ST. S.E EVERETT WA 98026 425 - 743 -6140 CONTACT - BILL FOWLER CONSULTANTS CIVIL - ERIC TIETZE & ASSOC. 18530 76TH AVE W. SUITE B EDMONDS WA 98026 425 - 771 -6212 FAX 425 -775 -0236 CONTACT - ERIC TIETZE ARCHITECT- KAPPLER ARCHITECTS 14311 SE 16th St BELLEVUE WA, 98007 425 - 641-5320 FAX 425- 641 -5318 CONTACT - JOHN KAPPLER SURVEY - B.L McDUFFY 3605 COLBEY AVE EVERETT WA. 98021 425 - 258 -4438 CONTACT - BUD CONDREY STRUCTURAL - JAMIESON CONSULTING 901 KIRKLAND AVE STE B-1 KIRKLAND WA 98033 425 -803 -2581 FAX 425 - 803 -3289 CONTACT - DOUG JAMIESON LANDSCAPE - ALI 12119 104TH AVE N.E KIRKLAND WA 98034 425- 823 -9400 CONTACT - JORGE ANGULO SHEET INDEX PLAT ARCHITECTURAL PLANS Sht 4 of 4 APPROVED PLAT DRAWING PLO MASTER HOME DEVELOPMENT PLAN P1.2 PHASE B - HOME DEVELOPMENT PLAN PIS MASTER ARCHTECFURAL GRADING PLAN PL6 HAT GRADING COMPARISON FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT P21 ARCHITECTURAL SITE PLANS - LOT 3 - 8 P6.2 SITE SPECIFIC SECTIONS - LOT 5 8 PRO SITE SPECIFIC FOUNDATION DETAILS FOR LOT 5 CIVIL ENGINEEI(ING C -8 FOSTERVIEW ESTATES DRAINAGE PLAN C -12 AS BUILT SEWER PLAN FOSTERVIEW ESTATES 013 AS BUILT - WATER EXTENTION PLAN ARCHITECTURAL HOME PLANS (FROM BASE PLAN # B2000 -060) AL A21 A22 A3. A4. A5. A6. A7. DL D2. SL S2 S3. ARCHITECTURAL COVERSHEET CODE NOTES FOUNDATION & LOWER FLOOR PLAN MAIN FLOOR FRAMING MAIN FLOOR PLAN UPPER FLOOR FRAMING PLAN UPPER FLOOR PLAN UPPER ROOF FRAMING PLAN ELEVATIONS & BUILDING SECTIONS STANDARD DETAILS STANDARD DETAILS LATERAL DETAILS LATERAL DETAILS LATERAL WALL SCHEDULE D2000 -195 ▪ ',lens have been review e i. the meat for (onto n ...: ;n , C +s. Acceptance ts subject to C which do net authorize vie' :t _ • ,dards or ordinances Th rr. t tbc. 7,:icquacy of the design r sty tc+ h the c Additions, deletions or rev ,.c . these drawings after this date will void this - _•ceptance and will require a resubmittai of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date :0 6 L� JU B y : ) *'CUSS Z—A 3 /o ozcoo-n5 PERMIT CENTER D 2OOO- ( z B- 0 U r-+ Z W 0 c W- O z W a 0 r- z ■.-4 Q � 0 co AREA LOT # PHASE LOT1 5 LOT 2 A LOT 3 LOT 4 6 LOT 5 C LOT 6 LOT 7 2 ' LOT 8 B 7 LOT 9 0 LOT 10 LOT 11 LOT 12 8 LOT 13 A LOT 14 3 LOT 15 A LOT 16 9 LOT 17 C LOT 18 4 LOT 19 C 10 LOT 20 D AREA LOT # PHASE LOT 21 5 LOT 22 B LOT 23 LOT 24 6 LOT 25 C LOT 26 LOT 27 LOT 28 7 LOT 29 0 LOT 30 LOT 31 LOT 32 8 LOT 33 A LOT 34 LOT 35 LOT 36 9 LOT 37 C LOT 38 LOT 39 10 LOT 40 D CONDITIONS 1. CONSTRUCTION OF INDIVIDUAL HOMES, INCLUDING THEIR FOOTINGS FOUNDATIONS, ETC. MUST BE ACCOMPLISHED IN ACCORDANCE MTH THE APPROVED HOUSE DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPMENT PLAN OUTLINES 10 AREAS. EACH AREA IS TO BE DEVELOPED IN THE CORRESPONDING CONSTRUCTION PHASE HOUSE DEVELOPMENT PLAN AREA/PHASE KEY 3. THE CONSTRUCTION PHASES SHALL BE DEVELOPED PER 7HE GEOTECHNICAL RECOMMENDATIONS OF TERRA ASSOCIATES OR ANOTHER CITY APPROVED GEOTECHNICAL- ENGINEERING F7RM 4. THESE GEOTECHNICAL RECOMMENDATION& ARE TO BE INCLUDED AS PART OF THE SUBMITTAL FOR EACH OF THE S/NGLt FAMILY HOME PERMITS, ON A LOT BY LOT BASIS GROUPED IN CONSTRUCTION PHASES. 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR, A. TEMPORARY EXCAVATION RECOMMENDATIONS BY PHASE 70 ALLOW FOR THE IMPLEMENTATION OF HOUSE FOOTINGS, FOUNDATIONS AND SLABS. B. CONSTRUCTION AREA AND PHASE MITIGATION MEASURES FOR SOIL STABILITY AND EROSION CONTROL BEFORE AND DURING HOUSE CONSTRUCTION. C. GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW THE IMPLEMENTATION OF THE NEXT HOUSE CONSTRUCTION PHASE. D. CONSTRUCTION DESIGN PERIMETERS ON A LOT BY LOT BASIS. E. FOR LOTS 21 THROUGH 34, THE UNSUITABLE FILL MATERIAL SHALL BE OVER EXCAVATED DURING CONSTRUCTION OF FOUNDATIONS. FOOTINGS, AND FLOOR SLABS. ADDITIONALLY, THERE WILL BE LIMITED EXCAVATION AND REMOVAL OF THE UNSUITABLE SOIL DURING DRIVEWAY CONSTRUCTION. F FOR LOTS 35 THROUGH 40, THE SLOPE FOR THE 'UPPER PORTION' (SOUTH END) OF EACH LOT WILL BE FLATTENED DURING LOT DEVELOPMENT TO ACHIEVE AN INCLINADON OF 2.5:1. ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVERED CONCRETE OR MECHANICALLY STABILIZED EARTH RETAINING WALL. LOWER PORTIONS (NORTH END) OF THE LOTS WILL HAVE THEIR SLOPE PROBLEMS CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE AS PART OF THEIR SINGLE FAMILY HOME PERMIT, THESE GEOTECHNICAL RECOMMENDATIONS AS WELL AS A LETTER FROM THE GEOTECHNICAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS, GROUPED IN PHASES, THAT', THE HOME, FOOTING AND FOUNDATION DESIGN ADDRESS AND FULFILLS THEIR GEOTECHNICAL RECOMMENDATIONS. PRELIMINARY PLAT NO. L93 -0014 FINAL PLAT NO. L99 - 0018 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLAN. FIELD REPORTS ARE TO BE SUBMITTED TO THE CITY AND TO INCLUDE: A. TEMPORARY EXCAVATIONS FOR CONSTRUCTION PHASES AND MITIGATION MEASURES. a IMPLEMENTATIONS OF FOOTINGS FOUNDATIONS, RETAINING WALLS AND FLOOR SLAB AND DRIVEWAY PLACEMENT ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS C. BACK FILL AND PREPARATION OF IMPLEMENTATION 70 A ADJACENT CONSTRUCTION PHASES ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS. a THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT TIE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. EACH OWNER IN ITS PURCHASE OF A LOT, HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSTERVIEW ESTATES AS APPROVED BY THE CITY OF TUKWILA, CONTAINS AREAS CONSISTING OF STEEP SLOPES EACH OWNER HEREBY RELEASES THE CITY OF TUKWILA AND ITS OFFICERS AGENTS AND EMPLOYEES FROM ALL CLAIMS ACTIONS CAUSES OF ACTION. COSTS. ATTORNEYS' AND EXPERTS FEES OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEEP SLO WITHIN THE PLAT; PROVIDED, THAT THIS RELEASE SHALL NOT APPLY TO CLAIMS ACTIONS, CAUSES OF ACTION, COSTS ATTORNEYS' AND EXPERTS' FEES AND PROPERTY DAMAGE RESULTING, FROM THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY CF TUKWILA, ITS OFFICERS AGENTS AND EMPLOYEES. PITY AR MUTTER IITILJTY RL RIVRNT P.M. #230415 -1 -011 THIS EASEMENT GRANTS TO THE CITY OF SEATTLE (HEREAFTER REFERRED TO AS GRANTEE), ITS SUCCESSORS AND ASSIGNS THE RIGHT, PRIVILEGE AND AUTHORITY 10 INSTALL, CONSTRUCT, ERECT, ALTER IMPROVE REPAIR, ENERGIZE OPERATE AND MAINTAIN ELECTRIC UNDERGROUND DISTRIBUTION FACILITIES TRANSFORMERS, DUCTS, VAULTS. MANHOLES CABINETS CONTAINERS CONDUITS WIRES AND OTHER NECESSARY OR CONDE3NIENT APPURTENANCES TO MAKE SAID UNDERGROUND AN INTEGRATED ELECTRIC SYSTEM. ALL SUCH ELECTRIC SYSTEM IS TO BE LOCATED ACROSS OVER UPON AND UNDER THE FOLLOWING DESCRIBED LANDS AND PREMISES SITUATED IN THE COUNTY OF KING STATE OF WASHINGTON, TO WIT, - THOSE AREAS HEREIN WITHIN THE PLAT OF FOSIERNEW ESTATES DESIGNATED AS 'UTILITY EASEMENTS AND /OR ACCESS AND UTILITY EASEMENTS' TOGETHER WITH THE RIGHT AT ALL TIMES TO THE GRANTEE, ITS SUCCESSORS AND ASSIGNS OF INGRESS TO AND EGRESS FROM SAID LANDS ACROSS ADJACENT LANDS ABUTTING THE DESCRIBED EASEMENT AREA FOR THE PURPOSE OF INSTALLING, CONSTRUCTING RECONSTRUCTING REPAIRING RENEWING, ALTERING, CHANGING, PATROLLING, ENERGIZING AND OPERATING SAID ELECTRIC SYSTEM, AND THE RIGHT AT ANY TIME TO REMOVE ALL OR ANY PART OF SAID ELECTRIC SYSTEM FROM SAID LANDS. ALSO THE RIGHT 70 THE GRANTEE; ITS SUCCESSORS AND ASSIGNS AT ALL TIMES 10 CUT AND TRIM BRUSH, TREES OR OTHER PLANTS STANDING OR GROWING UPON SAID LANDS OR ADJACENT LANDS WHICH. IN THE OPINION OF THE GRANTEE, INTERFERE WITH THE MAINTENANCE OR OPERATION OF THE SYSTEM, OR CONSTITUTE A MENACE OR DANGER TO SAID ELECTRIC SYSTEM. IT 15 FURTHER COVENANTED AND AGREED THAT NO STRUCTURE OR FIRE HAZARDS WILL BE ERECTED OR PERMITTED WITHIN THE ABOVE DESCRIBED EASEMENT AREA WITHOUT PRIOR WRITTEN APPROVAL FROM THE GRANTEE, ITS SUCCESSORS AND ASSIGNS THAT NO DIGGING WILL BE DONE OR PERMITTED WITHIN THE EASEMENT AREA WHICH WILL IN ANY MANNER DISTURB THE FACILITIES OR THEIR SOLIDITY OR UNEARTH ANY PORTION THEREOF; AND THAT NO BLASTING OR DISCHARGE OF ANY EXPLOSIVES WILL BE PERMITTED WITHIN FIFTY (50) FEET OF SAID LINES AND APPURTENANCES. THE CITY OF SEATTLE IS TO BE RESPONSIBLE, AS PROVIDED BY LAW, FOR ANY DAMAGE IN THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID ELECTRIC SYSTEM ACROSS, OVER, UPON AND UNDER,7HE PROPERTY GRANTED IN THIS EASEMENT OR ADJACENT LAND THERETO. THE RIGHTS TITLE PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL CONTINUE AND BE IN FORCE UNTIL SUCH TIME AS THE GRANTEE, ITS SUCCESSORS AND ASSIGNS SHALL PERMANENTLY REMOVE SAID POLES, WIRES AND APPURTENANCES FROM SAID LANDS OR SHALL OTHERWISE PERMANENTLY ABANDON SAID ELECTRIC SYSTEM. AT WHICH TIME ALL SUCH RIGHTS. TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE. OPEN SPACE EASEMENT LINE TABLE LINE I DIRECTION 1 DISTANCE ELI N895954'W 40.25' ELT N0039'04E 10.13 EL3 N895954'W 58.26 0.4 N7341'171W 102.70 EL5 N7341'17'W 2.62' £6 N1936 341' 4.56' 0.7 N8778'54'E 51.21' EL8 N090Y32E 72.44' EL9 N572004E 27.23' EL10 N8323 46E 29.05' E11 N132557'E 2255 EL12 N8936'14'W 48.42 0113 N140936 E 35.05' 0.14 N8876'091W 4Z06' 0115 N88'16'001 5.12 EL16 N7653'05'E 32.00' 0.17 N2120'453 2584 8.18 N82402311V 1486 0119 N724147'E 2092 EL20 $520247'W 3209 EL21 N520247W 2592 EL22 N8920'56'6 26.97' EL23 N892056'W 2439 124. N8920561W 16.55' EL25 N60'41 J6 E 52.67' EL26 N0000'OO'E 9.61' EL27 N892056'W 3.140' EL28 S7539'14'E 45.91' EL29 N8832'39'E 2242' EL30 N1938'54'W 3571' 0.31 N3258"2'w .1344' EL32 N8522'57'W 49.06' EL33 N5157'SI'E 18.82' EI34 N08'45'04E 2204' EL35 N4r08'351W 2268' 0.36 NO232'46'W. 21.13' £137 14645341'W 611.03' ELM NO23246'W 19.88' EL39 N3805'34E 23.66' E40. N645341'W 41.66' E41. N38ASJ4: E 16.76' - EL42 N742941E 26.99' 0.43 NO35632"W 31.75 0144 N345932 E 25.95 0145 N0819'49E 1518 EL46 N263542'W 1493 0147 NO24434E 17.08' EL48 N3506 21 E 21.015 0149. 14224240T 16.28 0.50.. N87'48'28'W' 20.74 as1` N87'48'28'W :10.83 0.52 N87'48'28'W 2.57' £153 N0137'43'E ..5000 054 N35S7 74.34 £1.55 S535715E 80.93 OPEN SPACE EASEMENT CURVE TABLE CLIRUE I RADIUS I LENG111 I DELTA ECI 5411" 57.93 622943" EC2 47.00' 17.23' 2059'52' EC3 33.27 6225'18' E04 20.00' 49.81' 142'41'51' 02000 -195 FOSTERVIEW ESTATES A REPLAT OF A PORTION OF TRACT 6Z RIVERSIDE INTERURBAN TRACTS AND AND A PORTION OF ':TRACT 19, FOSTORIA GARDEN TRACTS IN 'GL. 2 ' AND GL. 3 AND THE SW 1/4 OF THE NE 1 /4 OF SECTION 15, T, 23 N., R. 4 E., W.M. CITY', OF Tt/KWILA,, KING COUNTY, WASHINGTON R.L. �IIcD UFFY do AS SOC IA TES, INC. DATE 2/7/DO LAND USE CONSULTANTS 01.0 Or kIlO ENGINEERS a SURVEYORS a PLANNERS a MANAGEMENT JOB NR 96089 3605 C7LBYAIEIIE LINER WA589IGRW 98201 (425) 258 -4438 FAX (425) 258-1616 SHT a OF _. RECEIVED CITY OF TUKWILA PERMIT CENTER LOT # PHASE PLAN PORCH AREA LOT # IPHASE PLAN PORCH AREA LOT 1 A 1843B X 1 LOT 21 i 2119 5 5 LOT 2 1843A X LOT 22 . B 2060 5 LOT 3 2119 6 LOT 23 1568A LOT 4 2246 LOT 24 j 1568B 6 LOT 5 B 2108 X 2 LOT 25 j C 1843A LOT 6 2246 LOT 26 , . 1843B LOT 7 2246 LOT 27 1843A 7 LOT 8 2108 x LOT 28 1843B LOT 9 2108 LOT 29 D 1843B LOT 10 2246 LOT 30 1843A LOT 11 2108 LOT 31 2060 LOT 12 1568A LOT 32 2119 8 LOT 13 A 2246 3 LOT 33 A 2060 LOT 14 2108 LOT 34 2119 LOT 15 MOD F. (I) LOT 35 1843B 9 LOT 1 6 2108 MOD'F.D (2) LOT 36 1843A LOT 17 2246 LOT 37 i c 1843B LOT 18 C 2060 4 LOT 38 1843A LOT 19 2119 LOT 39 1843B LOT 20 2060 LOT 40 D 1843A 10 P ; . : :__ 1568A 1568B Il — 1843A Mil 1843B 6 2060 5 2108 5 ( +2) 2246 5 2119 6 PHASE A PHASE B PHASE KEY r rr,�rr r r r r r r r r r r r F r r r r .1 aI II 'II N/ Vs./Vs/VV VVVVVVVV vvvvvvv V.. -.. mow: VVV V v vvvV VVV' VV vvv VVVN/ VVVVVV AREAS' ATIll 0 WILL D DRT its CONSR ON ON ARrAS NS TDA(`T "A" i� I► womimmk l aw/111_1:w --s /E mr1 FIFO txrruw —1W O gcrwyJ TRACT "B" . PHASE C PHASE D HOME PLAN MATRIX & SCHEDULER (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) CONDITION L CONSTRUCTION OF FOOTINGS, FOUNDATIO IN ACCORDANCE DEVELOPMENT FLAIL 2 THE HOUSE DEVELOP AREAS EACH AREA IS TO CORRESPONDING CON 3. THE CONSTRUCTION AREAS PER THE GEOTECHNICAL REC OF TERRA ASSOCIATES OR AN ENGINEERING FIRM AS APPROVED BY 4. THESE GEOTECHNICAL RECOMMENDATIONS AS PART OF THE SIBMITTAL FOR EACH OF RESIDENCE PERMITS; ON A LOT BY IN CONSTRUCTION PHASES 5 THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR: A TEMPORARY EXCAVATION RECO AREA TO ALLOW FOR THE INST FOOTINGS, FOUNDATIONS AND FLOOR B. CONSTRUCTION AREA AND PHASE MITI FOR SOIL STABILITY AND EROSION CONTRO DURING HOME CONSTURCTION. C GEOTECHNICAL REQUIMDT NIS TRIONOP ADJACENT HOME DEVIJS PZ D. CONSTRUCTION DESIGN PARAWETEBS ON A LOT E FOR LOTS 21 THROUGH 34, THE UNSUITABLE SHALL BE OVER EXCAVATED DURING CON FOUNDATIONS, FOOTINGS, AND FLOOR SLABS THERE TILL M UNITED EXCAVATION AND RDNN VAL SOIL DURING DRIVEWAY C IDTRUCITON F. FOR LOTS 35 THROUGH 44, THE SLOPS ON THE (SOUTH END) OF EACH LOT WILL BE LOT DEVELOPMENT OT ACHIEVE AN ACCEPTABLE OPTION MTO PROVIDE A MECHANICALLY STABILIZED RETAINING WALL THE (NORTH RRECTED DURING LOT WILL L THE APPLICANT IS TO INCLUDE, AS PART OF FAMILY RESIDENCE PERMIT, THESE G RECOMMENDATIONS AS WELL AS A LETIERFROM THE ENGINEER THAT CERIUM ON A LOT BY LOT JARS GRO THAT THE HOME, _1 G ttiW'iw AND FOUND ADDRESSES AND s THER 7. DOMED CONSTRUCTION, THE GHITICHNICAL ENG THE IMPLEMENTATION OF THE HOUSE DEVELO REPORTS ARE TO BE SUBMITTED TO THE CRT OF TO ADDRESS A TEMPORARY EXCAVATION OF CONSTRUCIT MITIGATION MEASURES. B. VERIFICATION OF FOOTING, FOUNDATION, AND FLOOR SLAB INSTALLATION METHODS PLACEMENTS ACCORDING TO GEOTECHNICAL C VERIFICATION OF BACK FILE AND PREPARATION PO IN ADJACENT HOME DEVELOPMENT CONSTR ACCORDING TO GEOTECHNICAL REFOMMENDATI THE GEOTECHNICAL ENGINEER IS TO PROVIDE C'RTIFICATION ON A LOT AY LijF BASIS THAT THE WORK HAS BEEN ACCOMPLISHHED IN ACCORDANCE WITH THEIR GEOTECHNICAL RECOMMENDATIONS OME DEVELOPMENT PLAN RAY 0 20 40 80 160 nCliC1YCU E : 1" = 40' CITY �TV III PERMIT CENTER TITLE JOB NQ: '9801321 SHEET P1.0 LOT # LOT 1 LOT 2 PHASE PLAN MOD'F.D PORCH AREA LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 TRACT "B" OME DEVELOPMENT PLAN DETAI!/ NOTE: 1. FOR EROSION CONTROL • EXISTING SILT FENCE (AS SHOWN ON C -2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. B A 1843B 1843A 2119 2246 2108 2246 2246 2108 2108 2246 2108 1568A 2246 2108 2108 MOD'F.D (1) 2108 MOD'F.D (2) 1 2 LOT # PHASE LOT 21 2119 LOT 22 B 2060 LOT 23 LOT 24 LOT 25 LOT 26 PLAN PORCH 1568A 1568B C 1843A 1843B AREA 5 6 LOT 27 1843A LOT 28 1843B LOT 29 D 1843B LOT 30 1843A LOT 31 2060 LOT 32 2119 LOT 33 A 2060 LOT 34 2119 LOT 35 LOT 36 1843B 1843A 8 LOT 17 2246 LOT 37 C 1843B' 9 LOT 18 2060 LOT 38 1843A LOT 19 C 2119 4 LOT 39 1843B LOT 20 2060 LOT 40 D 1843A 10 HOME PLAN MATRIX & SCHEDULE (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) KEY PLAN 1 2440 80 160 E 1 40 RECENED 40' CITY OFTUK4VILA PERMIT CENTER APENUES P1 SHEET tt096 E ......._ °N9° nnE Kappler Associates A r � h t e � t S 13400 Northup Way, Suite 33 Bellevue, Washington 98005 (206) 641 -5320 Fax (206) 641 -5318 ARCHITECTURAL PLAN Data By Description ` s intk u1V 1 05.12.00 ®PEkMIT "A SE �6.ao•OO LEN TS • CLOUDED FOSTERVIEW PLAT APENUES 3YA7E .231. ESIIT OP. SPACE EASEfIENT ring 1D'P/B1'A MANAGE E91T CUT & FILL CALCULATIONS (IN CUBIC YARDS) THESE CALCULATIONS ARE BEING PROVIDED TO THE CITY OF TUKWILLA AS PART OF THE PERMITTING REQUIREMENTS. CUT AND FILL QUANTITIES ARE GIVEN AS TWO SEPERATE NUMBERS FOR THE TOTAL AMOUNT OF CUT AND THE TOTAL AMOUNT FILL ON EACH SITE. EACH CUT AND FILL QUANTITY HAS BEEN CALCULATED TO INCLUDE FOOTINGS, CRAWLSPACES, THE AREA UNDER THE GARAGES, BACKFILL FOR FOUNDATION, AND AROUND SITE WITHIN PROPERTY LINES. CALCULATIONS ARE BASED ON THE DIFFERENCE BETWEEN FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILD OUT. TOTAL TOTAL ADJACENT TO LOT \� LOT CUT FILL WITHIN R.O.W. \ \` CUT FILL 01 348 133 0 0 02 177 266 N/A N/A 03 35 37 0 4 04 60 114 N/A N/A 05 N/A N/A 06 N/A N/A 07 N/A N/A 08 N/A N/A TOTAL TOTAL ADJACENT TO LOT 09 N/A N/A LOT CUT FILL WITHIN R.O.W. 10 N/A N/A CUT FILL 11 N/A N/A 26 12 N/A N/A 27 13 193 30 N/A N/A 28 N/A N/A 14 41 150 N/A N/A 29 N/A N/A 15 45 150 N/A N/A 30 N/A N/A 16 45 85 N/A N/A 31 N/A N/A 17 56 36 N/A N/A 32 35 81 0 63 18 N/A N/A 33 38 122 0 66 19 N/A N/A 1 34 35 37 3 7 20 N/A N/A 35 N/A N/A 21 N/A N/A 36 N/A N/A 22 N/A N/A 37 N/A N/A 23 N/A N/A 38 N/A N/A 24 39 N/A N/A 25 40 N/A N/A 10'H Ex. 0171. POLE TsVAn�- � Anav d lD'PR/YATE �AINACfESNT -- - TRACT "A "/ SOUTHGATE PARK AWES IRIAN AND PUBLIC WE, EASEMEN. I RDES/2AN AND PUBRTC EASEMENT1 171TY POLE £ ROGVER GRADE COMPARISION FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILDOUT SCALE 1.40 0 20 40 60 80 160 200049 k TE STEPS 451 NEW 5' CONC. WALK 1 1 NEW 5' ASP/. WALK .S 7.3777 STREET SEE 54 5T A5P1 FOR SITE STEP INFORMATION RECEIVED CITY OF TUKWILA EF PERMIT CENTER 1 TITLE JOB NO.: 98013 1 5 f f i--4.-_ rla • O N T�� - oho f— l -- -- -- 50.00' `► OTE:SIYE SPECIFIC � H ODIFICATIONS. • ORCH SLAB NOT TO' t CITED }30' ABOVE !SHED 'GRADE) ■ ■ 4;w CONC. DRIVEWAI (20' WIDTH MAX a & S% SLOPE MAX' 10' UTI EASEME ----- - - - - - pcRviT FIRE liYo 1 ?- 1 k' -1 T x• 1to.O I Al j , nrn hefs D2000 -195 These titans have been reviewed by the Pili7 Works r lent` rcon orm City staeci777.7de, Accoet nse is 77, c arid c I di not auk 7s, v.':. -f afisi 7: sc ordinenees. Ti for cy of the de ;c, the Additions, delcti the :lines atter this date . _ a:seep t:. nce and will require a feecHilittsi of revised drawlogs frr subsequent approval. Final necectance is subject to field inspection by the Public Works utilities inspector. Date: /0�O2 lv,00BY: tr. /3-cc SITE PLAN NOTES & THE SEE PLAN SHOWS FOUNDATION AND FOOTING OUTIJNES. THE FOUNDATION DETAILS NOTED ON THE SITE PLAN SHALL TAKE PRESIDENGE OVER THOSE ON THE BASIC HOUSE PLAN 2. OVERALL SITE TOPOGRAPHY IS SHOWN ON SHEET PL5 & -ALL FOOTING DRAINS ARE PER DETAIL 9/P&O 4. STORM DRAIN - SEE CIVIL SHEET C- 8.11GHTLINE FOR HOME SHALL BE 4` NON - PERFORATED ADS N -12. PROVIDE 4% POSITIVE GRADIANT. TIE T1GHTIJNE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT JUNCTION THEN CONTINUE TIGHTLINE TO STORM DRAIN. 5. SANITARY SEWER - SEE CML SHEET C-12 SANITARY SEWER SHALL BE 8' SDR 35 WITH A MINIMUM OF 2% POSITIVE GRADUINT. CLEAN OUTS SHALL BE PER CITY INFRASTRUCTURE STANDARD& & WATER SUPPLY FROM METER=TO HOUSE IS 3/4' TYPE K:000PPER WATER METER IS FOGTICHT #1. CONNECT WATER SUPPLY TO WATER METER SETTER SEE CIVIL SHEET C-13. 7. DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4' CONCRETE EXPOSED AGGREGATE OVER 2 OF 5/8' MINUS WASHED ROCK. MAXIMUM WIDTH TO BE 2U-O MAXIMUM SLOPE ALLOWED IS 15%. LOTS 2,3, 34 TO HAVE RESIDENTIAL TRENCH DRAIN TIGHTLINDED TO STORM DRAIN. ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE GRADIANT. & CONSTRUCTION SEQUENCING AND TEMPRARY EROSION CONTROL DURING FOUNDATION CONSTRUCTION SHALL BE PER SHEETS 1'I0 , PL1, P12 , PI3 AND PAL & EROSION CONTROL AFTER BACKFILL OF FOUNDATION AND BEFORE IMPLEMENTATION OFLANDSCAPING PER LANDSCAPE REQUIREMENTS SHALL BE STRAW PER 1W SURFACE WATER DESIGN MANUAL APPENDIX 0. la CUT AND FILL CALCULATED FROM SHEET PL& RECEIVED CITY OF TUKWILA PERMITCENTER DETAIL PLAN SHEET LOT DUJAR Date 13Y Description 1 31,GI111tCTi 11 ` a4 KU um( 0 ,W SNINh10N ITSET /22 / PE TS CLOUDED FOSTERVIEW ESTATES SITE SECTIONS THIS DRAWING IS © COPYRIGHTED AND 6 THE EXOLUSNE PROPERTY OF THE ARCHITECT 00 I; l II i i i !( I 11 1 1 1 , 1 I I i 1 1 1 1 I I i i I I!! i 1 Ii i l! I 11 1 1 ! i i 1 1 1 I I I i i i I i i II, I. I i f I �� i f . __- I 1 i I! i I I i /' ! 1 'j i! I l i i 1 I 1 i i 1 j i 1 1 1 1 1 1 ! 1! I i- i i i i i y , _ ,_ 4,04 I 1j i 1_1 1 1 18 I + + -1 ,, -ld, 1 1 1! ! l i ! I I 11! I i i � X 1 1 'II1I!IiI j l i t 1 1 I V I I '1 1 1 1 j1 {I ! +i1 I II II II 1 1 1 1 I I j j l i_! -_j I I I ! I 1 I! 1 I ! !1 - i i! • ! ff! i ! j I -!/ /i ! i(! 1 1 i ! 1 1! 1 i i l ! i ! I l 1 1 I !!! i i i! l i i I! 1 j i i! i i i l j i 1 i i ! I I !! I i i 1 ! f! I !!! 1/ . i i i i I I!! d j 1 i! i 1! ! i i l l l ) ! r i i i l ! i I i i i i i 1 1 !! -.. /i j i i i i l!! 1 i i i i i! i i i i i i ! 1! - - -i ii i 1 i i i i i i i i i i i i i i- i - I 1 ! ! 1 ! i i i l i i i i I, i i i i i 1 i i ! 1 i i I I i i . ! ! !!!, i 1i i! i 1 1 1 1 1 j 1 1 i 1 I I I I I I I I 6 1 1 , I 1 1 1 I , i 1 i I i i I i i i I i i! 1 1 1 1 i ! I i i 1 1 ! I ! 1 ! i i i • 1!!! ! 1 1 i i I ! ! 1 ! i ! I 1 ! ! ! ! ! I i 1 i i ! 44 1441 44 4i-444'1 ... k I I 1 1 ig It i Kappler Architects, P.S. 1 I I PROPERTY LINE I I 7 I I I I 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 121.9l PUTT LINE w I i i 1 I I I i 1 1 I I 1 I I 1 I i I 1 I 1 1 1 I I I i l l l l i I l l i 1 1 1 1 1 i 1 1 1 1 I I 1 I I ! ! i I i i i i I i i i i i i i I i i i i i i i i i i i i i i i i i i i 1 i i i : i I i i i i i i i I I I i i i i i i ,! • 1 1 1 1 L1 I 1 1 1 1 1 I I I I 1 I 1 1 I 1 1 1 I ! I I • I I 11 1 1 ii 1 414 iir I 1 1 1 1 l i i I - I 1 1 1111 i1 1 -II . jl I I i i 1 ! i i i ii i 1 i l i i i!! 1 1 i l!! i i I 1 i i i i 1 1 1 1 i i i i 1 1 1 1 1 1 1 1 1 i- 1 I!! i I i!!!, 1 !.! l i ! i i l /, i I- ! i!! i i l i! -! • i 1 ! i l ✓ !i 1..i I 1 ! ! i ! ! ! , 1 i 1 1 1! i l I I i I I i i- ( I i i !- I i 1 i j ✓ 1 !!! 1 ! l i i i 1/ i i I 1 1 I I i i i 11 1! i l I • I 1 , 1 ! i I I I 1 1 I I 1 I I 1 ! I I i 1 PROPERTY LINE — • I rt hi- ! -•- 1 r -hI t ! • • -r - hi • j••-I- r-} • -r t r • t ! --r t! -!-;. • —R s s 1 ! 1'IE 444 / 44 !! It I l 4444. � 4 411. s Nk _ I i i / ! 1 i i i I i I I • 1 1 1 1 • 1 1 1 1 1 1 1 1 !! - ! ! i I i / i i i i I i i i i i i 1 ! i 1 1 1 1 -!/ I 1' i i I i 1 1 I I i I ! 1!! I 1 1 I i _. + t i 1 1 1 1 ! 1 1 1 I I I I • 11 1 1 1 1 1 1 ; 1 1 1 ! / , ! I 1 I II ! i I I , ! 1 1•• 1 1 I ~11 j I 4 1 1 I 1 II 1 I ! 1 1 ! ! i ! i d ir7i i ! , i ii tll I i i ! ! i i i i 'i` ! ( 1 i , i /! l i ! ! 1 1 1 i , 1 IJ 1 ) 1 I I 1 1 1 1 ! li I I 1 I I 1 I I I I I I I III ! l l ! ! daetlTIa Tlxe Id , 1 1 ! ! ! ! ! 1 I 1 1 1 11 I! I 11 I!! 6 1 !/ ,q_I "r -__.rl 1 I 11 I i I ; I I ! { i A I ! II! I { /i I I I 1 I! 1 I 4 --I1,1`I /1' 1 I I I tea.., I i o kik1013.111111 l. !111i1113. 11'1 \�, �i+l__ ===�� I I I 1 I I I I I 1 I I i ! • i ! 1 ! I 1 i I i i i i i 1 11 I I I I I I I I 1 i I i i i IN ! i 1 1 1 I i !! { ! 1 1 1 1 I PROPERTY LINE lILP RE TY LINE 1 3/4 =T-0• TYP. DECK CROSS SECTION D2000 -195 06200-19_TJI =EN Esir w di 'r bunk 3/4740 F .1N D G SLIDE N -THIS AN5 TOP CF BA NTS: FOUNDATION DETAIL 3/4=1' -O• L IIIIII, =t TOP OF BAR 12' CLEAR i T -0. S' 3. NTS. FOUNDATION DETAIL 3/4=1' -0• F (SHED GRAD 4' -B FOUNDATION DETAIL 3/4'=4 -0' IS HO 55,da' AB E/ STEEL. ELATE LABEL. OL (DV 3 BEET AS NOTED ON SONEDLLE _ -- •TOP 4 VERT. BAR• 16 HEIGHT CF HALL (DN-3 SHEET A-U ▪ vERCJ BAR •5 cc (DN -3 SHEET A-U •4 HpIZBA2• (DIN 3 SHEET A-U DAt F'R07Ffl'(DIV 75Hi AU m \ BOTTUM (5)4 (DIN 3 BAR 3,Y•i0• ), TOP G SHEET A-U SOLD B ElSTRA SEE PETAL 54.30 FOOTING DRAM MIK BEET A-U OD *4 BAR • (DIY. 3 SHEET A -, SOLID SUBSTRATE SEE DETAIL 3A'30 FOOTING DRAM (DIV. 2 SHEET A -U G � NOTE SDG. MUST BEN • FIACE FRO. TO 91.1. T. BAOffILI. G WALL G TOP G Fits 3 /4 MEN GRADE TOP CF BAR 3/4 =f-0' FN13E GRADE TG' G J BAR F .m NOTE sr. MST BE N PLACEFROR TOR�L. NTS ,TOP OF BAR NOTE 5OG MIST BE N f@ PLACE PRIG. TO RL .9z BACKFILL G WAIL \ TOPCF 4 12' CLEAR OUNDATION DETAIL � 1 U2 CLEAR z � NOTE 50.11BT BE N PLACE PRO. TO mL 'L BAD(FL.L G WALL l NIS FOUNDATION DETAIL 12' CLEAR HITS HIS FOUNDATION DETAIL 3/4=f O vENiGlAR BRCLY.r. l{ TOP G 3. TIGHTLNE (5) 4 BAR CONT. (DM 3 SHEET A -U IN EMBED: I) EXCEPT 2)4 ?:..`•TOP BAR •Q'oc,RILL IGHT OF. WALL DN.3 SHEET A -U •4 VERT. J BAR• 6' oc V. 3=E (DIV. SHEET A-I) T• ro� DAMP PROMFNG( DIV.1 SHT AI) Q tiZ •4 HORZ BAR• 10' oc fdM OvE RSV (DN.3 SHEET A-1) DETAIL SEED FOR DEAN CONSTRICTION (DI T A -I) 50Lro ": TRATE R/J 4 CONC. - - 4• CK OVER VAPOR 03300 STEEL AB. W/ 0MR ' S STEEL PLATE WASHE51-0 RS w 4' -0' OL. (DIV. 3 SHEET A -U EXCEPT " I PTO AS NOTED ON N EARUALL SCHEDULE I' MAL EFEED. (2)•4 BAR •TOP 4 VERT. BAR• Tr oc. HLL HEIGHT G WALL BEET EET A-I) 5 VERT. J BARG.:*• 6• oc L (DN.3 SHEET A-U DA s P FROCF (DIN. T BIT 4 FIORE BAR •10' • OvERLAP DN. (MI() (3 SHEET A-U' TIGHTLE E • 4 NOR. BAR 2 . - (DN.3 SHEET SEE DETAIL B/EVA FOR ._• STRCHON FOOTING DRAIN CON (01,2 SHEET A -U (6) 4BAR COAT. (DIV 3 SHEET A -U SOLID ARATRATE 4' CON[_ SLAB OVER 4' ROCK OVER VAPOR BARRICR FINISHED GRADE nU1 TOP GIG F CF FTYs GRADE FOUNDATION DETAIL 3/4'=1' -0' R9{_ = FOUNDATION DETAIL 3/47./4Y NOT SLIDE N THIS ITN[ SPAS tIl FOUNDATION DETAIL 3/4"4-0" TOP G SLAB TCP G J BAR NTS • F• II - - 1�1 03306-0T vEHIC LAIR SURCHARGE R VEHICULAR SURCHARGE ' p EMBED GRADE U) 4xl0 AB. W/ 2505(3A6 5.0. STEEL PLATE WASHERS • 4' -0' 0.C. (DN.3 SHEET A -U EXCEPT AS NOTED ON N EARWYL SCIEDILE T MIN EMBED. (2) .4 BAR • TOP 4 HOWL BAR EP OL I'-6 CORNER OVERLAP (DIV 3 SHEET A -I) •4 VERT. J BAR 16 OL ALTERNATE Bar. (DIV: 3 SHEET A -I) TGWU-NE DAMFPROOFMG (DIV. 1 SHEET A-U SEE DETAIL REVS FOR FOOTE. DRAM CONSTRICTION (DIV 2SHEET A-I) SOLID SUBSTRATE (3).4 BAR COAT. (DM 3 SHEET A -U 55•41d0 AB. UV 27070 STEEL PLATE 0.C. (DI, 3 SHEET AS NOTED. C(. SCHEDULE 1' (2) •4 a TOP \TILT. BAR• K• . CC, FULL HEIGHT G WALL (DN. 3 SHEET A -I) 4 VERT. J B.•8' (DIN_ 3 SHEET A -I) •4 NOR,. BAR • IV oc BEET (DI, 3 EET A -U DA'IPFROGMG ( DIV 1 EAT AU TIGHTLME (5) 4 BAR CCNT. (2) AT TOE -•IV.3 SHEET A -I) SOLID -!= TRATE SEE DETA -: FOR FOOTING • - • „ CONSTRUCTION (DIV.2 SHEET (2) _ '- a - TOP 4, BAR CCNT. TOE ... . ET A -U 03 (DIV. SOLID SEE DETAIL FOOTING DRA (DIV.2 SHEET A- •4 vERT. BAR •Q• , RILL HEIGHT PS WALL (DIV 3 SHEET A -I) •4 vERLJ BAR• 6' oc (DIN. 3 SHEET A -I) •4 HORZ BAR 3' -0• • D• oc (DIV 3 SHEET A -U TRATE D FOR .. TRICTICN M 1 JOB NO Tai TILE O fL O O 4 WOK. BAR • m' oc (DIv.3 SHEET A -I) DAMP PROOFING (Div T SHT AU TIGHTLME SHEET P8.0 F fE FOOTING Does CONDITION, FOOT HORIZONTALLY. FOOTING DOEST CONDITION, FOOT HORIZONTALLY. FOOTING DRAIN DETAIL TOP CF NOTE FOOTING DOES NOT SLIDE M THIS CONDITION, FOOTING SP H ANSc§ ORZGNTALLY. F�1 TOP G SLAB TOP G SLAB SLIDE N THIS GRANULAR STRUCTURAL FILL SEE SITE SFECFIC FO D.. DETAIL FOR FOOING CONSTRICTION FABRIC - MRAN 5021. OR EO)LAL BASED 7/3' TIATERAL MIN OVER FOOTG DRAM 4•• RIGID HEATED PIPE (4% MR SLOFE) 55 AB.E/ 25:25.16, 6.0_ STEEL PLATE WASHERS • 4'f OL (DIN-3 BEET A-U D.:PF AS N® 1-P_ OT ON SFEAMA SCFELYLE T MN @7 ®- ( BAR • TOP •4 NEW. BAR• 70` GC. RV_ HEIGHT CF NALL (DIN 3 SHEET •4 VER -I.R • S oc (DN-3 SHEET A-L. • NCR. BAR • oc (DIN_ 3 SHEET A-U DAY FROOFNa ( DINT 5141 AU m TGFRLIE •4 NOR. BAR 3,7• kr0. STOP cF (DIV_ 3 BEET A-U (6).4 BARCOIE BEET (DIY 3 A -U SOLD SUBSTRATE SEE PETAL DAO' FOR FOOTING G DRAIN CG STCi (DIV.2 SHEET A -U 5/8,x10• 25c2,3/16 SO. STEEL WASHERS • 4•-0• 0.C. (D .3 SHAT A -I/ EXCEPT J_ AS CH SHEARUN (2) 4 EAR • TOP • vERE BAR• S' CG, R._ HEIGHT G WA HT LL (DN_3 BEET A -U 5\ERE J EAR GR 60.5' oc (DIN_ 3 SHEET A -U • •4 HORZ ESA • S oc (01,3 SHEET A -U DAP FROM. ( DINT SFUAUw BAR 4'- 0••S'UC 03300 TOP G SLAB NIS NTS FOUNDATION DETAIL 3 /4=Y -O' • LIE' AB. W/ 270 STEEL ELATE OL. (DIV 3 SHE AS NOTED ON SCHEDIAE 553x0 AB. W( 27070A6' SII STEEL PLATE IWSHERS 4•-0' OC. (DIV 3 SHEET A -U EXCEPT AS NOTED CN SFEARUALL SCIAMLE l` MN. BIBED. (2)•4 BAR •TOP e YH2L BAR (S'-0` A- Q' 3 /DN. -U \TOPGJ BAR 5 VERT, BAR GR60. 6' oc .D (DIN 3 BEET A -U DAMP PROOFS ( DIV 1 SHE AU HCRZ BAR • S. oc T-6' OvER..AP (MU (Div. 3 SHEET A-I) TGHTLIE 4 HORZ BAR 3'-0' • Q• oc (DN.3 SHEET A-U SEE DETAIL SAA+3E FOR TA Jr. FOOTING DRAM CONSTR)CTION (DM 2 SHEET A -U (6).4 BAR CONE (DI, 3 SHEET A -U SOLD R10STRATE 4' COIL SLAB OVER 4' ROCK O AER VAPOR BAR RICK 03300 - 0 55,x10' AB UV 27070/16' SD_ STEEL PLATE UMBERS • 4'-0' OL. (DIN. 3 SHEET A -U ExC@'T AS NOTED ON SEAWALL SCTED'JLE T MK EMBED. (2) 4 BAR • TOP 4 v BAR • 10' oc. RILL (DM HT GUIT (DN. 3 SSHEET A A -U v 5\ERT. J BAR GR60. 5' oc (DIV.3 SHEET A-I) • I 1 12' CLEAR 4 HOP. BAR • V oc (DIV.3 SHEET A-U II «I 4 HORL 3'-0 BAR • re B H (DIV.3 SHEET A -U [l) • BAR COIL (Div. 3 SHEET A-U. SOLID SUBSTRATE 4 CO NC. SLAB OYER 4' ROCK OYER VAPOR BANR/OR 03300 - 08 HORZONTAI]. \ TOPG SLAB NOTE FOOTE. DOES COFDIICNL FU' RZCNTAJ_T 3/4 =f-0' SLIDE N BY$ SPAS 1/2Yx10• AB. W/ 27070/16' ark STEEL PLATE WASHERS • 4" -0 (DIV 3 SHEET A-I) EXCEPT A5 NOTED ON SHEARUALL SCf IDILE l• MN. EMBED. (Z) 4 BAR • TOP •4 NORM BAR TOOL, I' CORER OVERLAP (DIN- 3 SHEET A-U .4 VERT. J BAR K` OL ALTERNATE BENDS (DIV 3 SHEET A -U TIGHILNE DAEF000MG (DIV 1 SHEET A-U SEE DETAIL S/PSID FOR FOOTING DRAM CONSTRUCTTCN (DIV_ 2 SHEET A-U SOLID 5LRSIPATE- - (3)•4 BAR COAT. (DIY 3 SHEET A -U 5/3'0x10 AB W/ 27070 STEEL PLATE WASHERS OL. (Div . 3 SHEET A AS NOTED CN SHE��. SCHEDULE 1' M -a CITY OF' + 1. PERMITCENTER co Co W o 111 0 5-1 cc 0 IL 4 R/OGED PERFAQAM, PIPE CB 51A KEYS7LWE WALL 4" R/OG/D PE1lFORA7E'' P /PE SEE WALL DETAILS 5' 077L /TY EASEMENT 12 S9 20' PUBLIC 1/777/T77 PEDESTRIAN EASEWENr 15 AMIE0PAASAGL NO SERER EWT 7/E INTO CATCH BASH Q9 111 •: 1BA EX 18 CUP 10 "PR/VAIE ,47ER EMIT TC'ReVA)E DRA ACEE9/T to' HP/VATE 0RA4NAL£ ES/T 20' PUBLIC U77L/TY/ PEDES7R /AN EASEMENT HATCH LINE AL VEST% N AAD RISL/C LW" Y EA. R]EM 5' WALK / U711./TYEASENEN. 10' WALK /CURB U771/TY EASEMENT 15'PR/VA7F.& A DRAINAGE ES 31 32 CB 3 CB 2 CB 1 EX. Rg71'ERY-__ EX. our PCYE IX CQYC WALL CO is E 17713 NOM- AS-BUILT /NFOR1MA77ON /S AS OF 3/30/99. AAR4 /01E LIDS AND DRA4'IAGE ACCESS LIDS IN PAYFMENT A/FJE' IN ATP. RIM ELEVATIONS MAY CHANCE AFTER'TNAL a irR Lip ASPHALT PA l' MENT HAS BEEN APPLIED. RODE OR EX ASPHALT (ABANDONED) TRACT "A" / NOTE THE FOLLOWING CBS ARE ACCESS OR ✓UNC/7ON STRUCTURES, NOT //WETS; AND HAVE SOLO COVERS 8 YR 18A, 188, 24A, 29, 29A, 30 40, 40,4, 42 46 WATER COURSE \ \ 41 751.72 VAUL t 44 .220.64 \ �NO. 1 2 45 769.77 LLa�T� 46 130.06 RE 74550 , 7 22238 21933 (8 2 21845 21548 (8il,S) 3 27200 27067 (8°S), 27052 (L3'0 4 20475 20010 (8°S), 200.05 (8°N) 5 18673 78122 (8 78513 (72 78702 (12NE) 6 189.69 78609 (72 7 17477 777.73 (72 17E66 (12110 8 17443 17140 (8NW) 9 774.63 771.72 (8 70 78896 78254 (72V 11 780.10 17579 (12 17569 (12 12 1 7 9 .3 017541 (12 17535 (12 N 1 5 5 #) 13 188.38 18442 (72NwY) 74 '1 8 3.2 017684 (12 - S E NE) 15 17785 774 TI (12 NW), 17409 (12 .. 76 17687 773.55 (12NW), 77336 (72 NE) 17 17455 770.50 (85E) 78 77497 77001 OVERFLOW ELM, 17000 (8 16789(8 160.67(36NWSK;SE), 16067(8 01/ 18A 17545 76645 (8 165.95 (12 160.65 (36NW;SE,NE), 16a54(8NE owl 788 17695 17324 (12 76065 (36W 74 02'NW) 14452 138.77 721VE),13877 (12 27(7 /7) 736.74 12975 12 72.974(f2 V, 13124 (3SIY) of 7 S 22 121.73 11961 (f2'Y), 11955 (12WE) 23 #E I A 16274 25 26 2 ' r afb� �Y 4" - ° / /)- - - 7 :94 138.59 72NE), 74324(72 - O,, 13544 II) 149.22 13172 5.161171f0, 137.77 (36 SE) II) 144.61 74167 ( OVERFLOW ELEV), 13487 (72NW), 730.51 (8° NE OUT), 73196 (36 SE) 74006 (N ACCESS) 14263 Of/OOZE ACCESS) 74407 (5 ACCESS) 738.9 136 2 12 SW, 13672 (72WE) 31 - 7/ REMOVE 31,4 754.90 I 379 153.55 31C(TYPE /r) 15600 32 157.62 33 148.69 34 75033 35 14345 36 17653 37 37A 777.21 38 15997 39 15269 40 152.67 15370 i2-9' =PEW' (MATIN EX BVMOPWS) EDGE OF EX ASPHALT 15280 (12 NE) 15180 (12 150.0(72 V,, 1465 (121x /SING) 74749 (72249 74574 (12 14564 (my 14531 (12 ° 6W) C6/335 RIM 17374 (12 16658 (72W) 76631 (12 76626 (12 16810 (72 757.37 (72 75727 (12 74939 (12 SW), 74974 (72 NW) 78043 (OVERFLOW ELEV; 74093 (8 NE OU ?) 74082 (36 SESW) 14860 (12 SE 8—NO, 14145 (36'SW), 14135 (36 NW) 74868 (8 SW) 73985 (12 13977 (8 138.15 (8 SW), 138.07 (75 70376 (12 SW), 10300 (15 SE) 10291 (15NEf 21785 (W) 166.72 (8 SW) 12817 (75 SE), 72608 (15 NW) WATER COURSE \ \ N N \ N, \ N PP W/ LUMINA /RE N N CONC WALK EX ROCKERY EX ROCKERY SRA CONC. DRIVE GRAVEL \, N 0 0 \, S , 5 8 ' ;viz_ ( Si ASP/: 0R/VE PP W/ BASKE7RALL HOOP URAVEL DR/ CLWC. WA PLANTER 90X GRAVEL OR /VE CB RE 9332 /E 8874 (15') /E 88.94 (247 5100 CRAVEL DRIVE EX CONC. WAL I ry EX cur POLE � I L 4 ° R /DCID PERFORATED PIPE SOUTHGATE PARK 9776792\ E I E16 W I2'AI 4Lt7(J2 PLUGGED TO EAST GAS \ 75 So IDEA of EX ASPHALT 8 /OF /L TR.4T/ON SWALE SEED MIX M2 iFSi.7E S IISSNT FESFAE MAWLE 35 REORP ALR'D5715 ALR4 REAR:W SWIM ALERVLLIMS PRAMLOS .A7 SO B!7 M'zf MS AVOW AT A ROE OF 60185 /AAir K7N APRIIRVAL 390175 ARMESOF NAME IE71MD 'R.ANISSLLiV AS' BLC m maws .4217LR VALOUR RP 1 ' ^rL94'.!Sy1 CREEPIVO 5914£.Ad91(EI£A7iA1715 PALL/5775U SrLVADV saw (CAREX aSSEPT44 LR 07NgiS AS REOLOPED BY le 517?: IVYA97E fL {975 SLAW AS EOM (7YPNA LART5142 REM CANARY AAA ~MS AF AVARGGEIj WV NAME 1 7RFE 0/ARIA/ SAMURAI,' S P 7 A L L ADTBE 1 D Lei7Bi' ANY ORCO1677ACES EDGE OF EX ASPHALT SPEC /FICAnONS N07E. EX. OAS LOCATED 1 ON WEST EDGE OF PAVE- MENT I L J ALL 55% BILL 8E 1N CONFORMANCE MTH NW DOT (;PWA) STANDARD PLANS AND 9 ELSRCAI1ONS FOR ROAD, 86OGE AND MUNICIPAL COYS7RUC?70N AND O1Y CE 7UA1P?L! S.7G72[/ ORNNAGE STANDARDS CAS BASIAS SHALL BE TYPE 1 UNLESS OINERWISE NOTED. TYPE // CATCH 8457NS SHALL BE 54 -411GY DIA ALL 77 II 547b1 BASINS SHALL HAVE LACY:CRS ANO SAFETY -Y 57EPS ORA: -YALE FYPE SHALL BE PE7-17HYLENE 5482071/ WALL IN7ERTO4 (N -72 81 405 OR 155413 UNLESS 077,ERWSE NO1ED PVC PIPE SHALL BE AS771 0 -3514, SUP, 35 OAP SNA'.L BE ALUMNUM, 76 G4UGE UNLESS OTHERWISE NOTED. CATCW SAW INLETS .SHALL EE VANED GRAIE5 1,777/ THRU -CURB FRAME FOR 11R9CA1 1/985 (,SEE KING COON/WOWS NO 2 -0T7, SHY C -15) OR ROLLED LUR8 FRAME AND CAA]E (SEE KING CLY /N/Y ONO NO. 2 -025 SHT C -782 AS APPROPRIATE CURB FRAME AND GRAZE (SEE KONG COUNTY DWG NO. 2 -020 511 -18A AS APPROPRIATE EO'GE OF EX. ASPHALT 1 (ABANDONED) \ N .T PLI077" B S69101W7XAV m SO .L'S 172 CS EDGE OF IX ASPHALT \aA 72/521 727177 C'$ 10 - 125,100 ° .SD IC5 44 ( • 124400 es Lg I 723,1-00 I 0 NCRuH GRAPHIC SCALE za 40 ao 1'- 40' EXPIRES 3 -15 -00 REC PLANNED RESIDENTIAL DEVELOPMENTAN NED LA FOSTERVIEW ESTATES DUJARDIN LI DEVELOPMENT COMPAN RMYCENTER AN ALLEGRE ENTERPRISE EVERETT PHONE 334 -50,5 SEATR.E PHONE 793 -5140 ,AJ"ALTISS UIVIYESVT 1047.9 5' U71L/TY EASEMENT RACT " :" 0" um /1r 15H2'YAIELRA AG ANY ME? EMIT U77L/TY EASEMENT NOTE AS-51//LT /NFORMA77O4/ /5 AS 177 .9/30/99. MANHOLE LIDS IN PA1' ME IN NT ARE A7P. RIM ELE 7/ONS MAY CHANGE AFTER F/NAL LAYER OF ASPHALT PAVEMENT HAS BEEN APPLIED. PEAESIRANMD MIX 1/111./)YEASE,. / +1J5 33 TRACT "A" N SOUTHGATE PARK AEY570VE WALL LX SAN MH #9 -30 -, RE 1877 167.6 SPEC/RCA77ONS ALL N124/r SHALL E2. Av LYAV aVNIAACE NM LA9 UOr owl) STAAWARD FLAW AM7 3J°f OX47A'AiCS FZi4 ROA4 Lam. A A/LNBGIPAL caY57RLC1 4 p7Y Lim WAWA PUBLIC NCl0r5 MEP CagS RYiCRGW ,4W DEi£LLI°YENT STANDARDS ANS9 YAL HE SEWER D5lRi7 STMDAR9 SPELZMANONE A/AAPILYES SHALL 48-4M 1 DIME= 77PE 1 MINI EL 271/7RC COAL'S 71.E A/AAliW AEICHT Cr NE MSS? MIME WE caw .SylALL 24 NChES ACLUMVS FRAME AM7 COME at - .S ECDON SIM& Cal/ TAN A A9'FA&9CA)ED COVCIE 7F QYAMN2 N/Td@R CM= 5 41.1247ED PLA.S1C LIMB? BY G7/ LAVER L)D a? EQUAL ALL MANHOLES SHALL CHARRED 7D 11E QW7AW F THE SEXEA'S 71E AVIEPT a- 71E 01171E7 SEND? SHALL BE A AIWAIgW Cr a 1 FEET BELON' NE AVCOLAWS NiEFT ELENABOILS ALL MANHOLES SHALL HAW LAMERS A4C SAFETY SILAS SEVER PIPE SHALL B£ PLC, ASM1 D-32134 SD? .5 \ N E SAN /10-71 M 8 RE 108.46 /E 1.9.9 (8 °/N SJ La: ROCXERY /E 10224 (8 OUT N) EX GONG WALL 'flit 70'FRYA]E .4+1F.PESYT SElER E317 15 , • ® � �ilwlZ��te HOMY E ��— _�0 •, 11887 �� �� — — IA LX SAN MH f9 -37 RE 2054 /E 2022 (5 N S & WJ EDGE OF EX ASPHALT EX SAN MH /9 -32 RE 23Z1 IE 2201 i' AN 4 \, (S i AWL? D2000 -195 NOTE SEE SYWS C -15 &C- 16F?P/?O ES NORTH GRAPHIC SCALE 0 20 40 80 1 = 40' EDGE OF EX. ASPHALT (ABANDONED) 1 2 9.552 1 2 EX 1271% 3 4 6.519 4 5 1.949 3 5 6 1733 6 7 2619 7 11 10309 5 8 19 10359 19 9 5849 6 9 10 5.359 10 11 11.989 11 - f2 14959 12 13 8.669 13 74 5299 14 15 7249 15 18 75209 16 17 5459 17 15 2249 11 78 EX 14.469 20 19 15139 CO (LOT 32) 20 1229 PIPE DATA NH NO JO /41H NO. SLOPE MH NO ACM N /NG5RT 81E1 R WATER COURSE RAV MANHOLE DATA 400E OF EX. ASPHALT 2 AN ALLEGRE ENIFRPPoSE EVEHEIT PHONE: 33+ -5018 SEATTLE PHONE 743 -8140. 10 17227 12 13 14 75 16 17 18 12090 19 16609 EX. SAN MH 170-31 E 1461 t - ` - 13TH S IREET /E 134. (8„/A9 TE 1216 ( 8° 01/71 EX. SAN MH %0-32 RE 149.56 IE 14211 Or W) IT 14845 (8 ° S) IT 141.35 (8° E) R7W EXPIRES 3 -15 -00 PLANNED RESIDENTIAL DEVELOPMEIPP'`OFTUKWIIA FOSTERVIEW ESTATES PERMIT CENTER DUJARDIN ;; DEVELOPMENT COMPANY 77159 15977 15935 18141 173.04 17287 171.29 17119 15953 15953 '66.95 166-72 18120 77042 17073 15372 15342 15822 (FROM Off 7) 15922 (FROM MH 10) 15872 (OUT) 14790 14745 14295 14255 135.48 13518 13190 (FROM NH 14) 13177 (FROM NH 17) 131.41 (000 146 73 13547 13532 711.50 11095 17553 (FROM NH 20) 17554 (FROM MH 8) 17514 (OUT) 19758 Z Q _J w X W W ' W VI 5 co W I V} 0 LL - 1 2j I a. _ 1 L i i 1-4 1 I i o m 4. Ire 1 I v.PWN^ I 1 tijI r a � �� _ '' �l g�$§ �: y Wi q� > 6w a 9Rr � F #a?' @ s � g e4 � E4 � a F _�Rg� ! x °a, �. a ea Ft I ° � ff .R ° g� ti q � i!i'j i p ril l i, ' ���$ �;i�� - i ��3 � _�� � L� � � 3 � � ¢� � a � �� � � R � ' � °� 6 ;ia g�i1 a 'JIIQ il � a � � . f i ll � FR � ij i � �Z g � K � R� �� w: s � c ' .� 1111 a 3 PS 1 ! R s �� 4 $ n II I 1 11 111111 11 1114 p�# 6 ir� R � hi a I1 ,1 I Ui I P1 1 0 a. 1 �� Pw "r . • f' 44 trii 11 i I1 I 4 j a - 1 1 I 3 a. 00141 1 I Al 1-- Kappler Architects, PS, 14311 SE 16th ST, Bellevue, Washington 98007 * (425) 641 -5320 Fax (425) 641 -5318 STANDARD CODE NOTES Date By ascription �, a,.1,,; ' ._ m� .;i rnar, 1 Of Vol. , gm NE — THIS SHEET HAS BEEN PREPARED FOR SINGLE FAMILY HOUSING TYPE V NONRATED CONSTRUCTION. THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSNE PROPERTY OF THE ARCHITECT 111111 I a. _ 1 L i i 1-4 1 I i o m 4. Ire 1 I v.PWN^ I 1 tijI r a � �� _ '' �l g�$§ �: y Wi q� > 6w a 9Rr � F #a?' @ s � g e4 � E4 � a F _�Rg� ! x °a, �. a ea Ft I ° � ff .R ° g� ti q � i!i'j i p ril l i, ' ���$ �;i�� - i ��3 � _�� � L� � � 3 � � ¢� � a � �� � � R � ' � °� 6 ;ia g�i1 a 'JIIQ il � a � � . f i ll � FR � ij i � �Z g � K � R� �� w: s � c ' .� 1111 a 3 PS 1 ! R s �� 4 $ n II I 1 11 111111 11 1114 p�# 6 ir� R � hi a I1 ,1 I Ui I P1 1 0 a. 1 �� Pw "r . • f' 44 trii 11 i I1 I 4 j a - 1 1 I 3 a. 00141 1 I : _ . 2./15-.1.t 2/I 9-4 r HALL 1 ... , - - Z•d£ ' 15 if I' - a, 15 1/2 1 I I d•■52 J u • r -4. I L___ I Unfinished Basement c,,n... 3 1 6 F2 t _ _r , d ul D2 1/2" GIB CVER RIDGID INSULATION &LIED TO CONC. aka! t r -1-, .— I t I LW= k ' lit 11111M1 IP NI= -- imm i ®9a r ' eti ‘-la, 14 .'-.- I>6 1,2> 4 \ I 15 ) Ur Di ,,,,_ 3-.6 UT 1 4•9' Porch GOND ---it :. ,oral Garage CONC 1 ---1 (--31 r L_ _ I I I SITE A 1 * { L _ _ _ 1 1 ,p4b) All■ IQ/ ( FF-I ) ( FP-3 ) (Fp-o) 1 DETERINED 49 ( FP-I ) r CRAWL SPACE VENTS L CRAWL SPACE AREA S6S SF 2. CRAWL SPACE AREA / 150 = 5, SF OF VENT AREA REQUIRED 3. TYPICAL VENT SIZE = 05% EFFICIENCY S SF PER VENT NET FREE AREA 4. VENT AREA / -50 = S.SS ' REQUIRED. 5, 10 VENTS SHOLIN (SEE PLAN FOR LOCATION) 6. 10 VENTS x SS = 5. SF OF VENT AREA PROVIDED. 1_ VENTS SHALL BE COVERED WITH CORROSION RESISTANT WIRE MEAN WITH OPENINGS OF 1/4• MAX a VENTS LOCATED IN RIM JOIST MIST BE FERMANENTLY BAFFLED. WSEC 5021.01 5 I/2' 3 FP-14 _ n IFF.-22) 6066 SGD 24 9 32 32 r SYMBOLS AND LEGEND FAN- DIRECT VENT TO OUTSIDE -13ATI4ROOMGLAU4DRY 50 CFM MIN. -KITC1-EN 100 CFM MIN_ -UNCLE 140.15E FAN 0 0 CFM MIN. VTOS M A 24 SOUR TIMER ITP42; CFM MIN., ID THERMOSTAT * 50' ABOVE FLOOR 0 110v SMOKE DETECTOR PER UBC WITH 'BATTERY BACKUP INTERCCNNECTED (1) 24 HOUR TIMER TO UNOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR LNITa PER DI, 15,16 SEE SHEET Al FURN PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. a PROVIDE THERMAL 'EXPANSION TANK AT WATER FRATER C. STRAP WATER HEATER TO FRAMING TOP AND BOTTOM. D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. 10 V2 13 20-0' ) FOUNDATION/LOWER FLOOR PLAN Scale 1/4,1 NOTE. SITE SFECFIC FCtRIDATION PLAN TO BE INCLUDED WITH EACH Lot sm-cmc FERMI PACKAGE. D2000-195 GENERAL FRAMING NOTES TFOUNDATION KEYNOTES CONCRETE STEM WALL V WIDE WITH MIN_ 15,1' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION, SEE DI, 3 SHEET A-I CONCRETE STEM WALL 5' WIDE WITH MIN. FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A-I CONCRETE SLAB ON GRADE SHALL BE 4' THICK STEEL TROUELED FINIS14, W/ 6. tUL4xu.II4 SATE ON , GRANULAR FILL. SLOPE 2' TO DOOR. PROVIDE THICKENED EDGE AT DOOR SEE DI, 3 SHEET A-I 6x6 POST ON CB66. I' ABOVE SLAB ON 365,36W, MAT FOOTING ON SOLID SUBSTRATE W/(4) *4 BAR EACH WAY. SEE DIV. 3 SHEET A-I CRAWL SPACE VENT. SEE CALCULATION BELOW. SEE DIV. 1 SHEET A-I ALL CRIPPLE WALLS ARE 2. OR 3x4 16" or.. UN.O. 14' MIN STUD LET-53T14 PER LIBC SEE DIV. 6 SHEET A-I 4x10 BEAM LINE. MIN. I' CLEARANCE FROM CONc....rxEit AT END OF BEAMS SEE Div. 6 SHEET A-I 4x4 P.T (SCAE3 POST AND BEAM WITH 2x4.3 ON SO* FELT ON MAT FOOTING LLKO. PROVIDE 4x6 POST e F_A55 SPLICE 4 POSITIVE CON- NECTION FROM POST TO FOOTING_ PER DETAIL 16/DI. SEE DIV. 6 SHEET A-1 6 MIL BLACK POLYETHYLENE GRO.ND COVER ON GRADE. SEE DIV. 1 SHEET A-I ELECTRICAL SERVICE. PROVIDE (I) 2 1/2' SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND (I) 5/8.. LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE DIV. 16 AND VERIFY W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS. i4/AC, ETC. AS REQUIRED ..x24 CRAUJL SPA. ACCESS. INSULATE AND WEATHER STRIP. SEE DI, 010022 SHEET A-122 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST. 24,124'XI MAT FOOTING CN SOLID SUBSTRATE 111/ (2) *4 BAR EACH WAY OR 12' STRIP FOOTING PER DETAIL I6:4:31 30 MAT FOOTING ON SOLID SUBSTRATE U1/ (2) *4 BAR EACH WAY OR 15' STRIP FOOTING PER DETAIL 16/DI. 1i 36,36,12' MAT FOOTING ON SOLID SUBSTRATE W/ (2) *4 BAR EACJ4 WAY STUB STEEL 12 INTO SLAB 0 12'oc ( FE-I) ( FP-2) FP-3 ) FP-4 [FE-TI [FE-10 ) ( Fp-1) ) ( FP 12 ) FP-13) (FP-I4) (FP-I5) (FE-IT) (FP-1a) )FE -Is) PROVIDE SOLID BLOCKING TI-RU JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE DIV. 6 SHEET A-I MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MIN IS' BELOW SURROUNDING GRADE 3' DIAMETER STEEL POST EDGE OF CONC., t (. FP-21 ) ( FP ) (FP-23) FP-24 0 POINT LOAD FROM ABOVE 4, POINT LOAD FROM ABOVE W/ LOADING O POINT LOAD TPANSFERING DOIN L SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS, 2. SEE TYPICAL MATERIALS LIST ON! 5E000r., 3. SEE COvERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING T PLUIlEsING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TRUSS PLAN WiouN IS FOR GENERAL LAYOUT ONLY SEE DI, 6100 SHEET A-I - TRUSS LOADERS SEE DIV. 010001.A SHEET A-I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING. 24' or._ LINO. 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION, 1. RAFTER TAIL 2.4 .. vERIFY. S. ROOF TAIL AND RAKE OVERHANG PER P,OF PLAN. 9, ALL :J.' :DERE ARE 4x10 CF *2 UNA. PROVIDE (1) TRIMMER STUD UP TO 4 SPAN AND (2) TRIMMER STUDS OVER LINO, SEE DIV. 06100 SHEET A-I FLOOR JOIST SEE DIV. 6 SHEET A-I 4. BEAM LINE, SOLID BLOCKING BETUJEEN JOIST OVER SUPPORT. SEE DIVISION 06100 SHEET A-1 SYMBOLS & LEGEND POINT LOAD TRANSFERING DOWN W/ LOADING HANGER POINT LOAD TR./WERE, BY KICKER ‘' HOLD COIN WIT1-1 SIZE DESIGNATION f h". SaDESIGNATION OW - HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM WITH E<TIENT OF SHEAR WALL TYPE CF SHEAR WALL = WALL ABOVE I...Et Luau_ BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CAL.LATIONS ARE NOT PROVIDED IN TI/EWE DRAUJINGS. RECEIVED CITY OF TUKWILA PERMIT CENTER z 0 A TITLE Jos NO.: .4008E21 CD 0 , BASE PLN B2000-06D SHEET 2®1 MAIN FLOOR FRAMING PLAN I GENERAL FRAMING NOTES I FRAMING PLAN KEYNOTES I F -I BACK FRA1MCs AND SCFFIT AREA AS 1 1 REGNIIRED TO ALLOW.FOR HVAC DUGTINCx SEE - DIVJS SHEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ( F -2 ) F -3 ( F -4 ) F -5 ( F -6 ( F -1 ( ( F -R ) I F -S ) r F -10 ) 1 F -Il ) ( F - 12 F - 14 ) F - R ) I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENT 2. 5EE TYPICAL MATERIA.S LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL 4, TRUSS DESIGN BY MANIC. TRUSS PLAN SHOWN IS FOR GENERAL LAYOUT ONLY SEE Div, 6100 SHEET A -I - TRUSS LOADING SEE DIY 010001A SHEET A -I -. TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5_ ROOF FRAMING SPACING, 24' at. UN.O 6, ROOF PITCH - EXTERIOR PER ELEVATION INTERIOR PER SECTION_ 1. RAFTER TAIL 2x4_ VERIFY_ 8. ROOF TAIL AND RAKE OVERHANG- PER ROOF PLAN. ALL HEADERS AO 4,10 OF n UNA. F. WIDE CU TRIMMER STUD UP TO 4' -0' SPAN AND i i) TRIMMER STUDS OVER 4' -0' UN.. SEE DIV, 06100 SHEET A -I ALIGN EDGE Of JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP. OF BEAM. EXTENDS UP ABOVE JOISTS TOP OF BEAM 15 FLUSH. WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE 0110. SEE DIV. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DI, 06100 SHEET A -I FLUSH - BOTTOM OF BEAT EVEN W/ BOTTOO7 OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 2X6 OVER=RAMING a 24' OC 2X6 CEILING JOISTS ® 24' 00 D2000 -195 CI7'1'OFTUKWW,,q PERMITCENTER cb 03 CO 19 OS CO 1D LO b a CO y , LL C.) a)* W r0 v w - CO D CO SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING '➢ POINT LOAD TRANSFERING DOWN POINT LOAD TRANSFERNG DOILN W/ LOADING re HANGER POINT LOAD TRANSFER-ED BY KICKER 2v wow DOUN WITH SIZE DESIGNATION " ,„,". VERTICAL STRAP WITH SIZE DESIGNATION TO BE. USED ON FLOOR BELOW ST04 _ HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM .CALCULATION WITH INDEXED NUMBER - - EXTENT OF SHEAR WALL TYPE OF SHEAR WALL L WALL ABOVE WALL BELOW NOTE_ UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. SHEET 9908621 TITLE JOB NO.: 9908621 BASE PLN B2000 -060 . E•,6E ' ,Z/I 8.01 ( P-4 ) I I Dining CARPET Z Family CAR PET ( P-12 ' _. _. 10.09 / y to to ,9 0 19 s L 1 OD ■ ,„ ,,/ , 's , / Dtu • , I I _.--;-- .471.1ALFILL4LL rd jr" OPT_ MEM*. 11 .: II , 1 1 ti EEN P3 Kitchen VINYL r ",, a, 3 5 I/2"-2 2 La" '-6 u2. 5•3 1/2 A' 2 1/2. 24 1/2 .1 24 \ lilt IMIMM , ,t 1. REFER : ■ - MEM FM& . MEM 111 ' ' — 9•.4 P .P . ' — , —1 Pantry 1123 4 1 vINYL 0 4" FS ) UP N tuy .MINIMMZEINMI ' .4p , I4R :II Gel r P-1S I "EMI mom OEM 11 11 W ' Ca IMIII. 1111 s mmmi, En 111111111 11.01, =IN' imon■::■ - ■—•i_r_ ( p-rr 1 8 5/e/ 5 1/15 . cal 6'41/2' all= MI= ,q /E 11 11 la '''. Covered Porch =Mil 00.c. ( P-S ) 111 Zo / ' / 1 , , Garage CONC.. ( P-1 ) 14 10-0 ." -t kk , 1 GLAZING CALCULATION TOTAL SF OF HOME 3014 SF TOTAL SF OF GLAZING 393.54 SF TOTAL % OF GLAZING 13.1 % SP. 16 CALCULATED USING THE REQUIRE 5E7 FORTH IN THE WASHINGTIoN STATE ENT CODE. REFER TO ADDITIONAL DOCUMENTA.TION TO SUPPORT METHODOLOGY OF PEWORMANCE COMPLIANCE / 2 , 5 1/4 3 1/4 5 1/2 6068 SrsD 24'- 32 P-S SYMBOLS AND LEGEND Ill FAN- DIRECT VENT TO OUTSIDE -BATHROOMS/LAUNDRY 50 CR1 MIN. -KITCHEN 100 CR1 M. -ILNOLE OUSE FAN 100 CFM M. vros 'MI WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CR1 MIN, vTo El THERT1OSTAT e 50• ABOVE FLOOR e SMOKE DETECTOR PER UBC WITH BATTIER!' BACKUP INTERCONNECTED cr. 24 SOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 1516 SEE SHEET Al FURN A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS_ B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING TOP AND BOTTOM 0. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. 4 I/2' , a•-os MAIN FLOOR PLAN D2000-195 GENERAL PLAN NOTES FLOOR PLAN KEY NOTES P-I ) ( F'-2 ) ( P-3 ) ( P-4 I p-s ) I P-A) ( P-1 -s ( FP-5 MAN) I P-11 ( P-12 ) ( P-13) I. SEE COVER SHEET • FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAIL', INFORMATION SEE DM 11 SHEET A-I 3_ SEE BUILDING ELEvATIoN FOR WIND,. OPERATION SEE DI, S SHEET A-I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL_ OCCUPANCY - SPARATION., APPLY CO LA reR 5/8 TYPE 'X' crEJEL TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FONDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY (2) LAYERS TO MISSES AND TJI FLOOR JOIST. SEE DIV. 010024 SHEET A-I 1 3/8• MK SOLID CORE DOOR WITS SELF CLOSER TO BE TIGHT FITTING SEE Div_ 010020 SHEET A-I STAIR ASSEMBLY NOTES: PER MC SECTION 005 __A HEADROOM MIN. 6 WIDTH MI. 3 B. TREADS 10' M. DEPTH, RISERS E, MAx C. HANDRAIL MIN. 34' TO MAX 36 ABOVE TREAD NOSING. HANDRAIL I I/O' M. TO 2' MAX CROSS SECTION DIMENSION AND 1 1/2 MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(S). E. COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'X' GUS. (2) LAYERS e CEILING AREAS_ F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS_ SEE DIV. 01002.8 SHEET A-L SAFETY GLAZING PER UBC, SECTION 2405 A WINDOWS WITHIN 18' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND 64-OILERS D. GLAZING 54 DOORS E. WITHIN STAIRWELLS F. WITHIN 5' Of TOP OR BOTTOM OF STAIRS SEE Div. 08800 SHEET A-I EGIRESS WINDOW PER ursc, SECTION 310_4 SEE Div. 05600 SHEET A-1 IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE 18' MIN ABOVE TOP OF SLAB. SEE DIV. S 54-WET A-I COVER WALLS ADJACENT TO TUBS AND 514OIERS WITH NON-ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DI, 09250 SL-EET A-I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8' MAX RISER WITH 10' MIN. R.I IF MORE THAN (3) RISERS, HANDRAIL REQJIRED PER Leo, SECTION 1008 SHEET A-I 18704` CRAUJL SPACE ACCESS. INSULATE AND (LEATHER STRIP. SEE DIV. 01002.2 SHEET A-1 22530' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DI, 01002.1 SHEET A-I FLOOR MATERIAL BREA< LINE WALL LINE ABOVE F-14 WALL LINE BELOW P-15 ) ) 1 36 GUARDRAIL PER UBC 5002 I A_ AT STAIRS SLOPES AT 38 ABOVE STAIR NOSINGS. B VENT FOR tEcHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE Div. 15 SHEET A-I PLANT 51-ELF ) ( P ) P-21 ) UPPER AND LOSER LINEN CABINETS (- P-22) P-23) P-24) FIREPLACE ASSEMBLY NOTES: A. DIRECT vENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DI, 01002.8 SHEET A-I 13- ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 010028 SHEET A-I C. HEARTH SHALL CONFORM TO Leo REQUIREMENT. SEE Div. 010024 AND S SHEET A-I 0. 5/8" TOME Guhar on, HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT CF WALKS AND DRIVEWAYS 3' DIAMETER STEEL PoST SoFFIT AREA INTEGRATED MAKE UP AIR 2. STUDS UV RIO INSULATION MN. SQUARE FOOTAGE 931 SF 1177 SF 906 SF TOTAL 2108 SF MAIN FLOOR UPPER FLOOR UNE BASEMENT GARAGE 478 SF DECK / PATIO 38 SF SQUARE FOOTAGE IS tlEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. CITZF PERMITCENTER 0 z 2 A 09 PT CO JOB NO.: 9908621 BASE PLN B2000-060 SHEET A3 99086.21 THIS DRAWING IS 0 P 5 8 j ALL FLOOR JOIST ARE: II-1/S TA PRO ISO AT ps2. Q. VERIFY W/ MFG LAYOUT. SEE DIV. 061010 FRAMING 14Efe- STAR (V 2x OR (0 3x SOLID BLOCKNS INDER WALL ABOVE - TTP. 4,Q !:P2 14,d2pP2 UPPER FLOOR/LOWER ROOF FRAMING PLAN 2x6 RAFTERS a/ 2x4 CEILNG JOISTS I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES I F-I ) r F-2 J r F-3 I F-4 ) ( F-5 ) F-s ) r F-1 F-E F-S ) [ ) D2000-195 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS_ 2. SEE TYPICAL MATERIALS LIST 1/TO SECTION SHEET 3, SEE COvERSHEET FOR ALL NOTES AND REOUIREMENTS CONCERNING MEci4ANICAL, PLUMBING, AND ELECTRICAL, 4. TRUSS DESIGN BY MANUF_ TRUSS PLAN SHOWN IS FOR GENERAL LAYOUT ONLY SEE DI, 610E SHEET A-I - TRUSS LOADING SEE DI, 010001A SHEET A-I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 6. ROOF FRAMING SPACING, 24 o.c_ LINO, 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. RAFTER TAIL 214. VERIFY_ S_ ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9, ALL • FADERS ARE 4x10 CF 2 1/1•10.. PROvIDE (I) TRIMMER STUD UP TO 4 SPAN AND (2) TRIMMER STUDS OVER 4 UND. SEE DIV. 06100 SHEET A-I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC SEE DIV.I5 SHEET A-I RAKED PONY WALL ON TOP OF LOITER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS, ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAT WIT/4 OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM CF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM CF JOIST WITH NO TOP PLATE CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET A-I FLOOR JOIST - SEE SCHEDULE DUG. SEE DIV. 06100 SHEET A-I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIV. 06100 SHEET A-I I " FLUSI4 - BOTTOM OF BEAM EVEN W/ BOTTOM ) OF JOISTS F-I2 F-I3 F-I4 TOP OF BEAM FLUSH WI TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM ST BELOW TOP OF JOIST TO ALLOW FOR 4/VAC OVER BEAM AND BEAM BUMPS DOWN BELOUJ JOISTS 2X6 OVERFRAMING 24' OC 2X6 CEILING JOISTS * 24 OC SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOWN W/ LOADING S_Qy_ TITLE HANGER n POINT LOAD TRANSFERED BY KICKER MOLD DOWN WITH SIZE DESIGNATION 5 � - ' VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW -11°S — HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL 1 OF SWEAR WALL WALL ABOVE UM:Mt WALL BELOW NOTE: UNLESS OTHERWISE NOTED ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN 714ESE DRAWINGS. CASF PERMIT CENTER JOB NO S..18621 BASE PLN B2000-BS5 SHEET 99086.21 : i ( P-5 M. Bdrm. CARPET T-0 1/2 3'-5 I : • -3 1/2 e P-5 ) Bdrm #2 CAFFET V-3" 12 I/2' .... R En .- Hall #3 Bdrm cARFET CARPET - CARPET W.1....,. ' 24 CARPET 5D ( P-5 5 3 -� 2-0 y-r ID VTOS 1 3 10' lir 3 UT 5. EP 1-5 V2 : 450 H) ) 7,7 all 2' ° To I3elow 'ii 1.11111111 =MB 11.1=11.1 1== ,E12:31;p1 ti ) itg? SI-NUR O 5., B - Iffl vit4-ri_ Ariras 7 v Bath r° S.AMIll 4101REMPIN 8.-0. . r,millmimmii illa nial III - 2,0 WALL FOR 14vAC Office CARPET p--, v .rY v011, - RooF LIE 13ELCall CI NO5 I F C. --- , W/1 1 1 ■. 1 //, li L AVV_TOA - u DN 14R - --, ( P-3 ) ( P IS 4036 4036 P 5046 1.0 L WALL LINE BELOW ROOF LINE BELOW 10-3 1/2 16 5 1/2' 3'-0 32 3T-0 4 Ur T-11 —/' 13 I/2" SYMBOLS AND LEGEND FAN- DIRECT VENT TO OUTSIDE -BATHROOMS/LAUNDRY 50 CFM -KITCHEN 100 CFM -I/MOLE /40//WE FAN 100 CR1 MIN. vTo5 1040LE House EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFM MIN, via ifi 11-1ER1OSTAT 50' ABOVE FLOOR € 110v SMOKE DETECTOR PER 1.113C WITH BATTERY BACKUP INTERCONNEL, cp 24 1-FOUR TIMER TO WHOLE 14015E FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNIT. PER DIV. 15,16 SEE SHEET Al R1RN 4. PROVIDE 6' DIAmETER FRESH AIR INTAKE FROM OUTSIDE TO RERAN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. a PROVIDE 111,ERMAL EXPANSION TANK AT WATER HEATER. C. STRAP WATER HEATER TO FRAMING TOP AND BOTTOM. D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. 6 1V V2' 1'- UPPER FLOOR PLAN Scale U4 I I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES 1 OCCUPANCY SEPARATION.: APPLY (I) LAYER 518 TYPE GE115_ TO ALL WALLS AND CEILINGS CF GARAGE SIDE FROM FOLNDATICN TO SHEATHING- TRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE Div. 010020 SHEET A-I 1 3/8" 1-1IN. SOLID CORE DOOR WITH SELF CLOSER_ TO BE TIGHT FITTING SEE DM 010025 SHEET A-1 STAIR ASSEMBLY NOTES: PER SEC SECTION 1003 __4_ HEADROOM MIN_ 6 00114 FUN. 3 B. TREADS 10' MIN_ DEPTH, RISERS S MAX 14T. C. HANDRAIL MINL 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL I VT MN. TO 2' MAX. CROSS SECTION DIMENSION AND 1 I12' MIN. CLEAR FROM WALL, RETURN RAIL ENDS_ D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALLOP E COVER USABLE SPACE UNDER STAIR!. 5/0" TYPE 'X' GUM. (2) LAYERS a CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED UP LESS 11-IAN 4' BETWEEN BALUSTERS. SEE DI, 01002. SHEET A-L j P-2 j ( P-3 ) C P-4 j ( P-5 EsrpT,7.7:0=Etrf,:rECTIOw ( - 6 I I P-1 ( P-5 ) P-5 ] I j P-IT] ( P ) WALL LINE BELOW ) ITIREg ASSEMBLY vNT FIREPLACES. INSTALL .I. PER HUG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DI, 0B02.8 SHEET A-I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 01002. SHEET A-I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DIV. 010023 AND 5 SHEET A-I D. 5/0 TYPE 'X' GIB ON 140USE SIDE OF Cl-/USE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST ( P-I/U] [ FP:173 ( p - s ) P-TO P-2I P-22 j j P-23] f P-24] D2000-195 L SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS_ 2. ENERGY AND AIR QUAIL1TY INFORMATION SEE DM IT SHEET A-I 5F-E BUILDING ELEVATIcN FoR IWNDOW OPERATION SEE DIV, S SHEET A-4 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL_ PLUMBNG, AND ELECTRICAL SAFETY BLAZING PER UI3C, SECTION 2406 A. WINDOWS WITHIN IS' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOCKS C. WINDOWS AT TUBS AND SHOVERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM CF STAIRS SEE Div. 08800 SHEET A-I IGNITERS FOR GAS FIRED APPLIANCES N GARAGE TO BE IS' MIN, ABOVE TOP OF SLAB. SEE DIV. 15 SHEET A-I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON-ABSORBENT MATER. 1AL TO 10' ABOVE DIVAN INLETS_ SEE DIV. 05250 SI4EET A-I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. S MAX. RISER WITH 10' MIN. RIJN P MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 10,6 SHEET A-I IS x24 CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET A-I 225x30 ATTIC SPACE ACCESS LI/ 30' HEAD CLEARANCE INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A-I FLOOR MATERIAL. BREAK LINE WALL LINE ABOVE 36' GUARDRAIL PER MO 5052 A. AT STAIRS SLOPES AT 36' ABOVE STAIR MOSS/OS. B VENT FOR MECHANIC,. I' CLEARANCE ALL SIDES PER UBC SEE DI, 15 SHEET A-I PLANT S//ELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R-15 INSULATION crrig P ERANTOUTLEN rn < C.h4 FE V.4›. 0 6 0 z ts4 < sI Z 6 0 0 0 ROOF VENT CALCULATION BASED ON 3 2-VT HOLES PER VENT BLOCK ROOF VENT CALLS BASED ON UE3C SECTION 15053 TOTAL ROOF AREA 1256 sF/3130 .418 eF oF vENT AREA REQ. 50 % AT EAvE = 209 SE REQUIRED 50 % . 36' CNN) ABOVE EAvE = 209 SF REQUIRED 6 ROOF JACKS AT 50 SQ. IN. EACI-1=300 .. N.= 200 SF 76 LE. OF EAvE VENTS AT 52 SQ. INiLF.3952 SQ. 11,274 2 GABLE END VENTS AT V x24 .648 ea 1,1=45 SF 0 G A B L E E N D VENTS AT, 0___. x 0 .9 SO T.=0 SF 0 C.-ABLE END VENTS AT 0 DIA. = 0 SQ. I,=0 SF TOTAL VENTS PROVIDED ROOF JACKS . 209 5F EAVE VENTS = 274 sF GABLE END VENTS . 45 sF TOTAL SF OF VENTS PROVIDED = 923 SF • AREA MAY BE V300 IF A VAPOR RETARDER IS INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION. IlEsc 1.532 • EfFECT1vE VENT AREA BASED ON A 30% REDUCTION DUE TO 1/4 11ESI4 P 5 UPPER ROOF FRAMING PLAN LGENERAL FRAMING NOTES I FRAMING PLAN KEYNOTES F-I ) ( F-2 ) F-3 F-4 ) F-5 ) F-S ) ) F-S ) I F-I0 F-II ) F-12 ) [ F-13 ) I F-14 ) F-I5 ) L SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON 5E17 0,1 SHEET 3. SEE COvERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERN,. MECHANICAL, PLUMING, AND ELECTRICAL 4_ TRUSS DESIGN BY MAME TRUSS PLAN SHOUN IS FOR GENERAL LAroar ONLY SEE DI, 6100 SHEET A-I - TRUSS LOADING SEE DIV.. 010001A SHEET A-I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN a ROOF FRAM.. STAG... 24 6. ROOF FITC.1-1- EXTERIOR PER ELEVAED INTERJOR PER 5ECTION. 1 RAFTER TAIL 2.4 vERIFy. ROOF TAIL AND RAKE OVERHANG PER ROCS PLAN E ALL HEADERS APE 4x10 DF 7 UND. 'OVIDE (I) TRIMMER STUD UP TO 4-0 STAN AND (2) TRIMMER STUDS OVER SEE DI, 06100 SHEET A-I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR I-MAC DUCTING. SEE D1,15 SHEET A-I RAKED PONY WALL ON TOP CF LOVER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE CF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W./ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOT OF BEAM IS FLUSH WIU-1 BOTTOM oF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DM 01002 SHEET A-I FLOOR JOIST - SEE SCHEDULE Du. SEE DI, 06100 SHEET A-I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGI-IT PRESSURE BLOCKING SEE DI, 06100 SHEET A-I FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM CF JOISTS TOP OF BEAM FLUSH W TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP CF BEAM , BELOW TOP OF JOIST TO ALLOW FOR 1-1vAC OVER BEAM AND BEAM 131.1.11, DOUN BELOW JOISTS 256 OvERFRAMING 24' OC 2X6 CEILING JOISTS 24 OC CITY OF TUKWILA PERMIT CENTER SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING O POINT LOAD TRANSFEREE DOUN POINT LOAD TRANSFER.. DOUN W/ LOADING HANGER POINT LOAD TRANSFEREE BY KICKER 4'/V • HOLD DOW WITH SIZE DESIGNATION VERTICAL TRAIT WI DESIGNATION ," To BE USED DN FLOOIR BELOW _TAT HORIZONTAL STRAP WITH SIZE DESIGNATION INDICATES BEAM CALCULATION WITH ODDER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL I WALL ABOVE WALL BELOW NOTE, UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN TI-SUE 'ID I NNS. 1TRE BASE PLN B2000-060 SHEEP A6 r 11! 11111111111! 11111111111 1 2 8:0 Ii " f IIIUIIIJII►Ilill L!j 111111111111111111111 TOP PLATE WIN_ HDR. HGT. WN. HDR HGT. TOP PLATE WIt1 HDR HGT SIDE ELEVATION Scab VB' =I'-0' REAR ELEVATION Scale 1/8`.1' -0' SIDE ELEVATION Scab U8' -0' TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. SHINGLES (DIV. 010005) BUILDING PAPEP (DFV. 7) 300 BUILDING PAPER SHEATHING: (DIV. 6) 7116' OSB OR EQUAL FRAMING: (DIV. 6) PER PLAN INSULATION: (DIV. 7) R.30 BLOWN -IN SOFFIT: (DIV. 7) U2' RE-SAWN PLYWOOD OWE: (DIV. 9) 5/8' GWB EXTERIOR WALL CONSTRUCTION SIDING MATERIAL: (DIV. 7) WOOD SIDING (DIV 01005) BUILDING WRAP: (DIV. 7) LW BUILDING PAPER SHEATHING: (DIV. 6) 7/16' OSB OR EQUAL I FRAMING: (DIV. 6) 2 x 4 STUDS AT I6' OC INSULATION: (DIV. 7) R-13 BAIT W/ INTEGRAL VAPOR BARRIER OW: (DIV 9) 1/2' GWB FLOOR CONSTRUCTION FLOORING: DIV 9 SUB FLOO R: IV. FRAMING: (DIV. 6) INSULATION :(D»V 7) SOFFIT: (DIV. 7) TRIM:(DIV. 61 WINDOW: (WITH NO BRICK MOLD) CORNER BOARDS: FASCIA 14, TRIM 2x4 TRIM 2x6 TRH td BATTS 03ER RCUGU SAWN PLIED- a 12' me (L PLANS W MPLY OR EQ.) PER PLANS R -19 BATT 1/2' RE-SAWN PLYWOOD D2000 -195 iil 1 it ri , /0' 1.. �I wimmmmm!e::1. " �m11�!. ° i�U1111iit1 ►. h+► ilriinlraimaim�i 7,,.. : 11 mmtttmii ►. tI (� �.` -e i� ili&vai illmi.- b ,_ 101 PEDER ntm in.,_ �,I� � i llmmm�rmmmmtn1mtmmmh11 111 . 1 �u �tmnt ii �+tnmm� namnml rot,_ � lil0111dE1 NE —• • —• DIA mirmiiimm • 1�� ii! ninl� �I�ai� • IN IlIIj 1 .nii ' li gg/ imenummumenn ISM MEI M j . - - - iI Cam- iimulmii QIIUQIII IIII111111 Ii mm11i imnmini I11UMNI iuiiii111■ MUNIliil.11imllilm 111111 Hi lII• 1IIII11l ilmliimU1III[•tiimliimiii1f i n iu�n�i�in 111111 11 i�nmi) inmi�u ■nn11iiii I� iii U iii • MEM �WV M MIMI MIIII MIIII MMIll MS S IMMI NUM e 1.8 TRIM OVER G6 TRAM MDO PLYWOOD w/I/2'x2 CORJER'10IILD '^ 2x4 TRIM 0 2xb TRM MAN FLOOR r FRONT ELEVATION Scab Vd',i' -0' a SEE SITE PLAN FOR SITE SPECIFIC FOUNDATION INFORMATION BUILDING SECTION A -A Scale Y d`,I' -0' I5:84 GABLE END VENT TOP PLATE WIN. HDR MGT. 2x3 ETOOLBOARD OVER 2x6 TRIM UPPER FLOOR TOP PLATE WIN. HDR HGT. HEAD: 2x4 JAMB: 2� SI IN x2 OUTSIDE 2x4,2x3 2x8 UNC TOP CF FLAIE s ENTRY FLOOR JOISTS PER PLAN FLOOR JOISTS PER PUN Unfinished Basement Kitchen (BEYOND) UN. HDR HGT. UPPER ROOT TOP OP PLATE WIN. HDR NW. TOP OF PLATE C4N11 R ECEIVED U!(YVILA PERMIT CENTER TIRE JOB NO : B308621 IBA SE pp a oee0n 0 1 U w unSL r uLVVU-GS iL U Y © APA LATERAL RESTRAINT PANEL 3/8'=T - 17000.05100.12 L - / M6 MN. BASEMEN SLAB MIST BE IN PLACE PRIOR TO RILL BAOGILLING OF WALL NO INSULATION 13E12E. BASEMENT SLAB AND 5TB1 WALL TOP OF SLAB TOP OF J -BAR TOR.? SLAB a OF FT'G I/2' CLEAR OMEN J rf _ F � Val 3' -2' 8' )` ': -0' I, FOU DETAIL f 3/4'=1-0• 2x H 2X4 TOP PLATE GARAGE DOOR TOR (SEE FRY PLAN FOR SIZE) NAIL SHEATHING TO HDR WV 8d NAILS • 3' O.C. + SLR WALL LOC. .0.. ON STIR WALL 5G11ED. 2 2x4 STUDS -NAIL SHEATHING W/ ad HAILS • 3' O.C. TO EACH STUD .0. ON SR WALL SDI®. NAIL 8d NAILS• 3' CC.• ALL FLTS. - , ( SIUP5 LINO ON STIR WALL SaED. 2 2x4 AT ANY SHEATHING JOINT 1/16• OSB. SHEATHING (MIN, 5THD14 STRAP TIE ANCHOR (NAIL TO BOARD EOM BEND UP AFTER CONCRETE CUfRESJ USE a9 -16,X0 IB NAILS EACH UNO. 2 -2X4 RATES. NAIL SHTG TO EA PLATE 07 SW •.413.111/ MIL I' EMBEDMENT ON SR WALL SOLED. CONTINUOUS FOOTING DAMP 2' CLEAR ic= mm =n i =111111f8Id=111 ' =111111' = 11un� lml � Imn= INB�I�iII2 hIINll llitlF- Niffla_IIIIIL lai�lilfl =l r(I!NIG_IlJIlIIlIF STEPPED FOUNDATION DETAIL ° CRIPPLE WALL @ FOUNDATION ago- 00000 -24 14 3/4=1 06100. 03300 -07 TAI 5)8,10 AB. WV TM'X3/I6' STEEL PLATE W45FERS • 4 0.C_ (Div 3 SHEET A -1) EXCEPT AS NOTED ON SFEARUALL SCHEDULE T MIN EMBED. (2), BAR s TOP vER1. BAR• 10' oc. RILL HEIGHT OF WALL (DIV 3 SLEET A -U 5 VrtRT. J -BAR • 5' oc (DIV 3 SLEET A -U •4 HORL BAR • 10' oc (Div. 3 SHEET A -U 4 BAR • B oc L =P -6' (Div 3 SHEET A -U INN (Dlv.l 5HT AU (5) •4 BAR CANT_ (DI, 3 SHEET 4 -17 SOLD SUBSTRATE 4 CONC SLAB OVER 4' ROCK OVER VAPOR BAR2IOR 03300- 00000 -23 �4 N.T.S. 03300. 00000 -25 CRIPPLE WALL ® FOUNDATION 3/4"4 06100.03300-08 TJI CANTILEVER FRM'G AT FOUNDATION 3/4' 4 06100.039300.O2_TJI TIP. FLOOR FRAMHG PER PLAN (DIV. 6 SHEET A -U BLOCKING OVER BEAM BEAM PER PLAN CONT. FOOTING PER PLAN MAT FOOTING PER PLAN. 07 CONE •4 BAR A. RAMSET TO FOOTING FOR POSITIVE COIIECTON PER JURISDICTIONAL RECUIR EXTENTS. SCAB TOGETHER WU NAILER EA SIDE AT BEAM SPLICES USE 1x4 SCAB EACH SIDE TTP. EXTERIOR WALL CONSTRICTION PER PLAN (DM 6 SHEET A -U TTP. FLOOR FRAMING PER PLAN (Div 6 SHEET A -U SOLID BLOCKING OVER SUPPORTS LOCATE SHEATHING JOIN • COrtION MEMBER RPM BOARD 7x3 r CON. SOFFIT vFM RESAIW PLYLLGtlD • SOFFIT TREATED I1JD SILL SEE FOIADATU4 DETAILS AWAY, W POST /FOOTING CONNECTION 3/4' =1-0• 06100- 03300-10_TJI L FOUNDATION DETAIL 3/4• =R0' FOUNDATION DETAI 3/4• =f-0' 3/4' =1-0• to. V FURRING DETAIL VARIES MOM 111111M11=-- II= INIIIL MOIR 11 =1 aTc te , ' a j P SLAB ® STEM WALL TYPICAL EXTERIOR WALL CONSTRUCTION PER FLAN (DM 6 SLEET A-11 r AR SPACE Bo REM. PAPER MASQRT VENEEIR 3 U itar R NT �T � T> f T� i1i� 11 HOOFED END ' VENEER 11E E TO MALI,. EV. 2 WI_ FL (Div 4 Sheet AU CONT.ELA513Gs ISWEEP MULES • 4'-0 Or. V. HD HD SIL(D 6 BEET A-U SEE FaIVA110/ DETAILS TTP FLOOR FRAMING FER PLAN (Div 6 3EEL A-U TTP EXTERIOR WALL CR157FICT.4 AN PER FL (DN_ 6 SHEET A-U SF LOCATE SEARING • COTMO( MEMBER BLDG.. OR JD. • WALL RIM BOARD F3ddRY WAl1 r AIR SPADE VAPOR BARBER M' DA ER[XR.(DNl 5141.4) SEE FOL DATION DETAILS TIP EXTERIOR WALL CONSTRIION CT FER PLAN IDN 6 SLEET A -U CCNC. SLAB OVER 4' GRAV1 BED (av3 SLEET A -U TREATED 111D 1D SILL (DN 6 SLEET A -U SEE FOUNIDAEON DETAILS VERFT GRADE CalTaRS NOTE THIS OPULN CAN NOT 1.12E0 AT SHEAR WALLS 04200- 06100.02_T1 06100. 03690 -03 171•Tf•71aTI171.99T1 �! 1 KATATAIT&TATAITISTAITI ] • rs,.uwaAnnv11 d - 11111 - EXT. DOOR THRESHOLD DETAIL 3/4 =f-O HANGER OPTION T � T EM- DOOR AND FRAME (DIY. 8 SHEET A -U DOOR TLIRESLICW Fl..4514IYs AS READ. (DI,1 SHEET A -IL NERVESTRN_ FLASHING 4' CONC. SLAB OVER 4' GRAVEL BED (DM 4 SLEET A-U TRIM NU TREATED TRESNOLD T RIM JOIST TREATED MD SILL (DIV 6 SHEET A-U •4 VEIL. FROM STEM FR STEM WALL 511E3FD INTO SLAB rm. FLOOR FRFRAMING AN PER PL. SH (DIV.6 EET A -U RANG ER PER LTG n= - TIP FLOCK FRAME. FER PLAN (DM 6 SHEET A-U ING NEWESTRA_ FLASH D2000 -195 4' CONG SLAB ONER 4' CRAvEL BED !Div.4 SLEET A -U TREATED HID SILL (ON 6 SHEET A -U 1 AIRSPACE TIP vER . RE -BAR FROM STEM WALL STUESED ITT° SLAB AIN POST AND BEAM FER PL EXT. DOOR THRESHOLD DETAIL wo- o6os30a21__T.2 \ 0 / 3/4 =f 0610003300.05_TJI T IP. T FLOOR FRAMING FER AN (Div.6 SHEET A -U TIP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIV. 6 SHEET A -U D TREATED M SILL SEE FOUNDATION DETAILS POST AND BEA`I PER PLAN EXT. DOOR AND FRAME (DIV_ B SHEET A -U X D DOCK THRE514a FLASHING AS RE(YD_ MN_ 7 SLEET A -U FRAMING /FOUNDATION CONNECTION 3/4'=1 -0' osrrao3300- as_T,a ° FOUNDATION /FRAMING CONNECTION °FOUNDATION DETAIL osamoococos 5 3/4 =f-0' 03300 - 05100 - 03 3/4' =1-0' 151-1 GRADE B T-0 CANTILEVERED RETAINING WALL 03/4"=1 06100.03300 0a_TJI 03300-00000-22 + FULL WIDTH TREATED MID SILL NOTE FOOTING DOES NOT SLIDE IN THIS COMMON FOOTING SPANS NORZDMALLY.. TOP OF SLAB 2 8' 0 FOUNDATION DETAIL 3/4 =f-0' FRAMING PARALLEL TO STEM WALL FRAMING PERPENDICULAR TO STEM WALL 1 `L °3 1 ( +t 12'94410' AB W/ 2'#513/16' SGE.STEEL PLATE WASHERS• 4'-0' OC, (DM 3 BEET A-LT EXCEPT AS NOTED DN SHEARTIALL SCHEDULE T' MIN EMBED_ •4 HORL BAR OL L. COCd9ER OVERLAP (Div 3 SHEET A-U •4 VERT. BAR SAME AS STUB STEEL. SPACING (DIV_ 3 SLEET A-U TIGHTLIE DAMPPROCFING COM T GNEST A-U' •4 STUB STEEL FROM ECG • I, OC_ (DM 3 51.1.7 A -U 4' FB, FT'G DRAIN WALTER IN 24 (TRAVEL BED (DN_2 SHEET A-U' SOLID BOST.. 02.4 BAR CON_ (DM 3 SHEET A-) TIG MLLE DAMP PRX1FIM (DM l 54-1T AU 2 CLEAR TTP. EXTERIOR WALL CONSTRICTION PER PLAN (DIV. 6 SHEET A -U LOCATE SHEATHING JONT e COMMON MEMBER MBER RIM BOARD TYP. FLOOR T A-I ,* PER PLAN (Div 6 SHEET A -U TREATED HUD SILL owc-0000am 12Yx10' /5.13_118 25(2 SC, STEEL PLATE WASHERS • 4'-0' 0.C_ (1754 3SLEET A- DECO,'" AS NOTED DN SHEAR., .IEDULE l'MIL E' D- (2,4 BAR • TOP 4 VERT_ BAR • Woo. EEL 1E1.T WALL. MI5, SHEET A.0 DAMP PROOFING (D1v_ T SK AU 4 van: J- BAR• Q'oc (DIV 35HEET A-11 HORL BAR. I0' I:' -6' OVERLAP HISLT (DM 35NEET A-11 4` PERE FT G. DRAIN WARLT R 11417 4' GRAVEL BED - 11/.2 SLEET A U (4) 4 BAR CONT. (DM 3 SHEET A-U SOLID SUBSTRATE 0)•4 BAR* TOP •4 VEIL BAR s Q'cc. FULL HEGFIT OF WALL (DI, 3 SHEET A -U R 1v.3 J - BARs5a (Div3SEET A-U 4 HORL BAR • m' oc (DIV.3 SHEET A -U •4 BAR •Q•. oc L =2'-6' (DN. 3 SHEET A -U TGHTLME SEE RAMAT. DETAIL./ (4) 4 4 BAR CONT. (Div.3 SHEET A -U SOLID SUBSTRATE 4' PERK. FT'G. DRAIN WEILTER IN 24' GRAVEL BED. (DIV- 2 SHEET A -U TTP. EXTERIOR WALL CONSTRUCTION.. PER PLAN (DIV. 6 SHEET A -17 LOCATE SHEATHING JOINT • COMMON MEMBER SOLID BLOCKING • RIM JOIST • EXT WALL PONT LOAD BEA.. PER PLAN TREATED MID SILL SEE FOUNDATION DETAIL.) TIP. FLOOR FRAMING PER PLAN (DIV. SHEET A -U 5/8'0x10' AB. WI 270X3116' SAL. STEEL PLATE BASTE.. . 4'-0' OL_ (DN. 3 SHEET A-U EXCEPT AS NOTED ON SFEARUAIL SCHEDULE T MIL Et'BED- . 03300. 00000 -26 FRAMING /FOUNDATION DETAIL 3/4 =T-0 08100 0 --Han oPTUICwILa P ERMITCENTER L() o CAS Cil ▪ X C.) F * W L O M Liz - _ r • i (J m � TTFLE SHEET Di i NOTE: DELETE RAIL WHEN FINISHED DECK ELEVATION IS 30 OR LESS - ABOVE FINISHED GRADE. TYP. DECK CROSS SECTION 3/4"4-0' 06200 oaten 1s Tai L � 9 3/4' 4-0' 2x BLOCKING FRAME OVER WALL DETAIL FRAMING PER FLAN HI•4g O.C. AT OUTSIDE FACE OF WALL 2' MIK GER FCR'/ENTEATICN SENT PER PLAN RAFTERS PER PIPN O6I00•07300 -15 O0 SECTION ® BEAM 1 3/4'4-0' II II it _AA III O _ I O STAIR SECTION DETAIL 3/4'4 -0' L 2x6 CURB TYP GLIB. • CEILING ROOF FRAM PER FLAN 5/e• TYPE 'X' GLIB. AS REau E.D' SEE NOTES EELCW KICKER PLATE 08130 SKYLIGHT, SIZE PER FLAN PROVIDE FLASHING AS RECOMMENDS, BY tFb '2x4 • ROOF AND FRAMiMG FE'BER5 TIP O SKYLIGHT FLARE WELL DETAIL 07 30 0 -as L WALL STUDS BEYOND DBL 1ST, BLOCK AS NEEDED SEE PLAN SEE FLAN FOR TYP. RISE t TUN DCE5KM5 3/4' FLTWOOD RISER .8 HARDBOARD TREAD UN EASED NOSING 3 2x STRN&B. TTP .112122_ CF3ITER STRBY3R WITH 2 - 2x4 STRONG BACK TTP NAIL WALL STRfPY,% W/ (2)16d TO WALL STUDS L HEADROOMMIL 6'-8', WIDTH MIN. 3'-0' PER 4. INSTALL FIRE BLOCK.. • STRINGERS TOP UBC 1006.15 1 BOTTOM t ADJACENT WALL. PER UDC 2. TREADS 9' MM. DEPTH, RISERS S MAX HEIGHT SEC. 1082 3. HANDRAIL MIN 34' TO MAX 38• ABOVE TREAD 5. COVER USABLE SPACE ENDER STAIR WITH NOSING. HANDRAIL I UT MIN TO MAX: CROSS 5B' TTFE 'X' GWB- USE 2 LAYERS • SECTION DIME.. [ 1 1/2 MIN CLEAR FROM CEILING AREA - PER UBC 500333.3 WALL, RETURN RAIL ENDS PER WC SEC 100629 6. INTERMEDIATE BALUSTERS SHALL BE SPACED 4' APART NET OPENING. PER UEC SEC 5033 06200 - 06100.01 EAVE DETAIL 3/4=f- D2000 -195 GABLE END DETAIL 3/4'4-0' GABLE END DETAIL 314-A-0. TYPICAL RDCF CCNSTRICTICN TRIM FER ELEVATION BARGE SOARD FER ELEVATION 2X4 BACKER FOR BARGE - NAIL I.. SKIP sHEATHPYs Amur, e TTP. 2X4 OUTRIGGERS • 4' OD. UN 2)0 BEE.. FOR TRIM TIP. EXTERIOR WALL CLHSifdICTION 06100.07300.06 06100 - 0730042 06100. 07300 43 \ T / 3/4 4 EAVE DETAIL 3/4 - =T-0' EAVE DETAIL 3/4'4-0' 3/4"4-0' EAVE DETAIL EAVE DETAIL OVERHANG PER FLAN B FEEL EXTEND 6 ABOVE BATT. IN.L OR IT ABOVE BLO M INSUL (TTP. ROOF CONSTRUCTION) 2' MIN CLR FOR VENTING IA • 48 O.C. AT OUTSIDE FACE OF WALL UNO OU 5.AR WALL 504EDULE 2X BLOCKING WITH (3) 2' • HOLES WITH SCREEN iip fI1reer A11hm SEE L ► ELEV. E7.EY II ►� \ EXPOSED TRUSS TAiL i 1 (TTP. GUTTER) FASCIA PER ELEVATION 0010007300.0i 06100-07300 -02 (TTP. EXTERIOR WALL CONSTRICTION) TYPICAL ROOF CONSTRUCTION 2' HM. CLR FOR VENiMG w • 48• os 0-T OUTSIDE FACE OF WALL WJO ON SHEAR WALL SCHEDULE 2X IT NG WITH (3) 2' HOLES ES WITH SCREEN 1 j p �, BLOLKMCs TTP f7cF05ED TAIL AEI 1j I' /r TIP RAPIER . CiJTTER SEE FASCIA PER ELEVATION TIP. EXTERIOR WALL CGNSTRIXTICN 06100 - 07300.03 RECEIVED C0 YCFTUKN7LA 06100-07300.04. P ERMRCENTER ZF SHEET D ta a TITLE JOB NQ: SHEAR WALL TIP. WALL CCN5031CTION WITH WALL SHEATH.. PER SCHEDULE BOTTOM HATE NAILING PER °EA I SCHEDULE TA BLOCKING TIP. TJI P OOR CONSTRUCTION EXTERIOR SHEAR WALL SHEAR WALL PERPENDICULAR 13 PERPENDICULAR TO FLOOR JOISTS O PERPENDICULAR TO FLOOR JOISTS O PERPENDICULAR TO FLOOR JOISTS OTO FLOOR JOISTS FOUNDATION 3/44-0" tro7o-oenu to 3/4' =f-0' 17070 3/4'4-0' nmo ost7o oL 3/4 =t-0' 17070 SHEAR WALL TOP RATE WA. PER SEARWALL SCHEDULE BOTTOM PLATE NALNG PER SFEALE/ALL SCHEDUILE PANEL EDGE < FIELD NO UGG PER SCHEDULE TA BLOC.. TYR TA FLOOR COYSTRCTION TYP MALP CONSTRCTC I NTH' WALL SEATING PER SCHEDULE NAIL FLOOR SEATING THIS AREA U7114 10 d e V or, EDGES 10 d • 10`oc AELD BLOCK ALL EDGE-5 10d*6 0c PLYWOOD TO BLOO@iC BOTTOM PLATE NAILING PER BEAR/TALL SCHEDULE PANEL EDGE t REED NAILING - PER SCHEDULE TJI BLOCKING BLOCK ALL EDGES PANEL EDGE E FIELD NALING PER SCHEDULE TOP PLATE NAILING PER WEAR., SOE7ILE TYP. WALL ca.-mum. NTH WALL SHEATHING PER SCHEDULE STANDARD SHEAR DETAILS & SCHEDULE SHEAR WALL PARALLEL TO FLOOR JOIST- OFFSET CONDITION 3/4' =Y-0' 17070-08 EXTERIOR SHEAR WALL BOTTOM PLATE NAILING PER SEARUALL SCHEDULE 10 d • 6' or.. PLYUD. TO RIM JOIST PANEL EDGE FIELD NAILING �- PERSLHEOLE SHEAR WALL PARALLEL TO, FLOOR JOISTS ©PARALLEL TO FLOOR JOISTS 3/4' =1 17070-03170-08 3 /4=f -O• NAL FLOOR SEATING TH5 AT.A METE 38 d 96'oc. EDGES 10d s 10'ac HELD BLOCK ALL EDGES 1TWIT!•TAT211NTMEST T!•T T>•LTf!i SHEAR WALL PERPENDICULAR TO FLOOR JOIST- OFFSET CONDITION - CANTILEVERED FLOOR JOIST 3/4 =1' 17007- O67OO9 3/41 17070-oev0-1i `vl weer-O' DOELE STUDS AT HOLDOIN CCNDITI N TYi? WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TYR TA FLOOR CONSIRCTION SIMPSON HOLDCIN PER PLAN 050 SFEARII411 SCLEDILE 52SFSO1 HOLDOUN STRAP FER PLAN AND SHEAR WALL SCHEDULE SEE ARCH DETAILS FOR FOUNDATION CONDITIONS ANCHOR. BOLT PER SFEARUALL SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE TYP..7E2SOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TYR TJI FLOOR CONSTRUCTION 1x4 PANEL EDGE BLOCKING TYP WALL CONSTRUCTION WITH WALL SHEATH.. PER SCHEDULE TYR TA FLOOR CONSTRICTION BOTTOM PLATE NAILING PER BEA/WALL SCHEOH.E m d NAL s6'oc FM_YUD. TO Rt1 IAIST PINE_ ECYE HELD HALING PER SCIEDILE d NAL • 6' ac- POW_ TO TJI BLOCKING TOP RATE NAILING PER SHEATE0/1 SCHEDULE TYR WALL CONSTRUCTION NTH WALL SEAT1426 PER SCHEDULE SHEAR WALL HOLDOWN 3/4•1' -0 D2000 -195 17070. 08170-02 S G / 3/4 -t TYPICAL STALL CONSTRUCTION 5014 WALL SHEATHING PER SCHEDULE TYR TJI FLOOR CONSTRICTION BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE TOP PLATE NAILING PER 514EARIBLL ANCHOR BOLT PER SCHEDULE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS SHEAR WALL PARALLEL TO FLOOR JOISTS ® FOUNDATION TIP. TJI FLOOR CONSTRICTION SHEAR WALL ® CRIPPLE WALL CRIPPLE WALL (DIV. 67 SHEATHING PER SCHEDULE PANEL EDGE T FIELD NAILING PER SCHEDULE ANCHOR BOLT PER SHEARU/U.L SCHEDULE a./ N BAR CONT. (DIV. 37 SHEAR WALL CRIPPLE WALL - INTERIOR 3/4=f -0' NOTE- ALL SEORIATION ON THIS SHEET 15 NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE WITH PLANS. 11570 - 03303-03 01000- 03300.04 7 REC CITY OF °INFO TONWILA 0 6�� F in ow 00Z Lei } Q_‹ 1Lfi E–Z F Q = O Et CO (0 CO 0 CC 0 F cwZW CC m0Q rL 0LCE FL[ CO W =F= ,Wb W CO Z0 Q �Zo a Q Q1 = Q 0 Q T 00 CX �Z� o QZ QO o 0F QQZEL2O) . F Z Q Q E�tI W�l tZm 0 �ZLL m EC CO n ZF0CSQDCI CO OD L9 CO w C y� 0 C6 V o NI, o ■ _ SL t/) N CCS CO V W d co Q A` m SHEARWALL PER PLAN AND SHEARWALL SCHEDULE DOUBLE E STUD BOTTOM PLATE NAILING PER SHEARWALL SCEDULE TJI BLOCKNG BENS PER PLAN HOLDOWN STRAP AT CRAWL SPACE 3/4 =t-0' 0.29 TY P WALL CONSTRICTION WITH WALL SHEATH, . PER SCHEDULE DOUBLE STUD BOTTOM PLATE NAILING PER SHEARUALL SGffDULE BLOCK,. AND FILLER BLOCK DOUBLE JOIST OR BENZ PER PLAN 11070-061162 L DRAG STRUT CONNECTION 3/4 =r-0' D2000 -195 UPPER WALL TO LOWER ROOF CONNECTION STANDARD SHEAR DETAILS & SCHEDULE 3/4=1 - 11070. 0611661 11000 - 0631030 � • INTERIOR SHEARWALL TO ROOF COND. STRAP © FLOORS 3/4r=?-0" 3/4 =f-0' 17070 3/C=1-0" TRUSS PER PLAN WITH SHEATHING PER SHEARWALL SCHEDULE 16d TO MATCH SHEAR - WALL NAILNG BELOW 2XI2 WITH 16d TO MATCH SNEARWALL NAILNG BELOW INTO TOP PLATE PANEL EDGE FIELD NAILING PER SCHEDULE (2)16d SHEAR WALL GABLE END NOTE: U5E 05B ON ROOF TYP. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE 8 d NAIL • 4' oce EA. OUTRIGGER B d NAIL a 6' oc TO TOP CHORD BLOCKNG 2x BARGE t k3 TRIM 2x4 BACKER FOR BARGE NAIL THROUGH SKIP SHEATHNG WITH 16d 2X4 OUTRIGGERS • 4' OC. WITH JOIST HANGER a TRISS GABLE END TRUSS A35 CLIP PER SIEARUALL SCIEDUL E TYPICAL RCCF CONSTRICTION TIT, EXTERIOR WALL CONSTRUCTION WTH WALL SHEATHING PER SCHEDULE PLYWOOD ROOF CONDITION O./16d d NAIL • 4' oc • EA OUTRIGGER d NAIL e6' oc TO TOP PLATES BLOCKNG 2X4 ORRIGG.5 • 4' OD WTH JOIST HANGER a TRUSS TYPICAL ROOF CONSTRICTION TTP EXTERIOR WALL CONSTRICTION W WALL SHEATHING PER SCHEDULE 17000 - 0610018 SHEAR WALL © EAVE (2) STUDS AT EACH STRAP BOTTOM PLATE NAILNG PER SHEARUALL SCHEDULE STRAP PER PLAN SHEAR WALL SCHEDULE 1 -1/4' TIMBERSTR•AND LSL RAT BOARD PANEL EDGE t FIELD NAILNG PER SCHEDULE TTP EXTERIOR WALL CONSTRICTION W WALL SHFATHNG PER SCHEDULE TTP. TJI FLOOR CONSIRlCTION PLYWOOD ROOF CONDITION 3/4=1 11000- 06100 -04 1000-06100 -19 \r J 3/4 =1 17000-06100 -05 NOTE- ALL IPFORMATION ON TH11 SHEET 15 NOT NECE55ARILT INCORPORATED INTO PROJECT. COORDINATE WITH PLANS. v, CB o 6 Lc; i cK f 1"1-) L 4 JOB NO.: TITLE SHEARWALL SCHEDULE 02/08/00 SRI 341..1 11V1 9 a :T',' 341.1 1IVN %INN 3^743 VNI11VN 013141 5NI`.i0019 3003 S1109 a0N0NV 31V1d 11IS 613IOr Xi :N111VN '141 4101 Ol 0100010 ! 31SIOr IN. hNI1IVN '141 4101 01 ONIN0019 9411101 �lV1d W01109 'r+ and N011011dBJ Mr CitXO1 319V111011V YES 5/8' a 48 A35 16d a Q' 16d e' a VT GWB OE SIDE 5■ NAIL a 42' Q -4 OR COOLER YES 5/8' a 48' A35 33' 166 a I0' *el a I0' 5/8' GIB OPE SIDE FOR V2' G 2 - 1 12' GUB TWO SIDEB 6d YES 5/8' a 48' 20' Nei es' 16d a 6' G2 -4 OR COOLER YES 5/8' a 48' 20' Ibd a 6' .. 5' 50 QM TWO SIDES FOR 5/8' PI -6A m ��o YES 50 a 48' 20' 16d a 5' Ibd *5" FI -6 YES 5/8' a 48' 14' 16d a 5' 16d .5 PI -4 YE 5/e' a 32' IV Ibd a 4' 16c1.4 FI -3 1/16' OSB. ONE SIDE YES 5/8' a 24' "6.1.3' 16d a 3' PI.310 USE 3x STUDS PANEL EDGE YES 5/8' a lb' USE 3x STUDS 1/16' OSB. TWO 5IDE8 (2) ROWS (2) ROWS P2 -4 STAC.R SHEATHING JOINS W/(2) STUDS a RTES 5/8' a 16' A35 CLIPS 1 16d a 4' STAGGERED e4 PANEL EDGES. DEL RIM (2) ROUE (2) RN15 P2 -3 YES 5/8' a IT A35 CLIPS eS 16d a 3' 164 e 3 STAGGERED DEL. RIM WS14-4 UES ENAUSER HARDBOARD, SIDING Sd NO 5/8' a 48' 12' 18/1.5 .4105' . -.. OR ECILA- PFR'CPO REPORT 23N CO LC) CD CD EXTRA SHEAR WALLS 5rab V8' =1' -0' 8 �4 FOUNDATION SHEAR WALLS 5rals I/8' =I' -0' SYMBOLS & LEGEND O POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING ® /... POINT. LOAD TRANSFERING DOUN POINT LOAD TRANeFERING DOUN W/ LOADWG HANGER POINT LOAD TRANSFERED BY KICKER L4 ' HOLD DOWN WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW 5T3 _ HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICA BEAM CALCULATION WITH INDEXE D NUMBER EXTENT CF SHEAR WALL TYPE CF SHEAR WALL I WALL ABOVE WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALOULATIONS ARE NOT PROVIDED IN THESE DRAWINGS_ SHEAR NOTES UNLESS OTHER!. NOTED DESIGN CRITERIA L SEE CALCULATIONS FOR DESIGN CRITERIA. GENERAL NOTES - ALL SHEARLUALLS SHOU4 ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. (TYPICALLY SHOUN SHADED). . ANCHORAGE W FOR SHEAR/JAI-LS/PANELS/ ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED a 16' OCIrIIN) PER TABLE 23 -1-0. 3, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MIN. U8C. REQUIREMENTS. 4. PROVIDE TWO STUDS AT ALL HOLD DOW LOCATIONS. S. SEE MANUFACTURER'S REQUIREMENTS AND DETAILS FOR EACH TYPE CF HOLDOUN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. 6, ALL PLYWOOD OR GYPSUM SHEARWALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. 7, DO NOT OVERDRIVE NAILS INTO SHEATHING. 8. STAPLES OR SCREUS ARE NOT AN AerrPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SI-EAR WALL PANELS UNLESS PRE - APPROVED BY TI-S BUILDING OFFICIAL ROOF 4 FLOOR SHEATHING L ROOF SHEATH11 1/16' 0 APA RATED SHEATHING (24/03 LAY UP W/ MMIIMU`I I /8' CLEAR BETUUEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE Ed AT 6' oc AT PANEL EDGES AND 5' ac AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS a 24' O.C. e ALL UNSUPPORTED EDGES- ALLOWABLE DIAPHRAM SHEAR=180x0A2= 142peF 2. MOOR SHEATHING: 3/4' CDX TIG APA RATED PLYWOOD (4804) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATION AEG 01. PROVIDE T4G EDGES AT LONG PANEL EDGES. NAILING SHALL BE loci AT 6' oc AT PANEL EDGES AND 10' oc AT MTER1EDIATE SUPPORTS_ ALLOWABLE DIAPI4R II S4€AR= 215x082= 111peF 3. PLYWOOD SHALL BE LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND BID MAIN FLOOR SHEAR WALLS 5..a IIVA -0' D2000 -195 d d � TIP AT EEARIWLL DESIWATTON9 UPPER FLOOR SHEAR WALLS Sins V8' -0' SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS acrcrvcn BASE PL B21 -04 CITY OF TUKWILA PERMIT CEN ca co CV tc; ca r LO - ` in