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HomeMy WebLinkAboutPermit D2000-196 - FOSTERVIEW ESTATES - LOT 6 - NEW SINGLE FAMILY RESIDENCEFOSTERVI EW ESTATES I-- LOT 6 4214 S. 137 ST D2000-196 City of Tukwila Community Development / Public Works •Dg4acf4cqrl1ard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 261200 -0060 Address: 4214 S 137 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: 125 Wetlands: Contractor License No: DUJARD *204L0 OCCUPANT FOSTERVIEW ESTATES - LOT 6 4214 S 137 ST, TUKWILA, WA 98188 OWNER DUJARDIN DEVELOPMENT CO PO BOX 5308, EVERETT WA 98206 CONTACT JOHN KAPPLER 14311 SE 16 ST, BELLEVUE, WA 98007 CONTRACTOR DUJARDIN DEVELOPMENT CO PO BOX 1059, SNOHOMISH WA 98291 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: COSNTRUCTION OF A NEW 2,246 SO FT SINGLE FAMILY RESIDENCE INCLUDING 950 SQ FT UNFINISHED BASEMENT, 503 SQ FT ATTACHED GARAGE, 155 SQ FT COVERED DECK AREA. AND 80 SQ FT UNCOVERED DECK AREA. (BASE PLAN NO. D2000 -059). PUBLIC WORKS ACTIVITIES INCLUDE:ACCESS,LAND ALTE- RING AND STORM DRAINAGE. PROJECT ON VALVUE SEWER AND WATER DISTRICT #125 WATER. .:***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 221,418.50 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: _ -Land Altering: Y Cut: 25 Fill: 204 Landscape Irrigation: N ._ Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension:. N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *** TOTAL DEVELOPMENT PERMIT FEES: $ 1,840.95 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: I hereby certify that I have read and examined is 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. Signature : Permit No: Status: Issued: Expires: (206) 431 -3670 D2000 -196 ISSUED 03/01/2001 08/28/2001 Occupancy: DWELLING UBC: 1997 Fire Protection: .0 South: .0 East: .0 West: .0 Sewer: VALVUE Slopes: Streams: Phone: Phone: 425 - 334 -5018 Phone: 425 - 641 -5320 6 1!_a=-= D a t e SH O I D a t e : Print Name: 4. 2-242 w ,4 7 /,, -- This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKWILA Address: 4214 5 137 ST Permit No: D2000-196 Suite: Tenant: Status: ISSUED. Type: DEVPERM Applied: 06/19/2000 Parcel . #: 261200-0060 Issued: 03/01/200'1 **k******k*********************A*****k********k**********k**************kk* Permit Conditions: 1 . No changes w i l l be made to the plans unless approved by the \- Engineer and the Tukwila, Bui lding Division. 2. Readily accessible access to roof mounted equipment is required. 3. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. ,DocUments. shal I bear the seal and signature of a Washington State PrOf essiona I Engineer. 4. Any exposed insulations back ing material shall have a Flame Spread ; Rating of 25 or less, and material shall bear identi - f icatlon showing the fire perforMance rating thereof. 5. All construction to be done in conformance with approved plans and requirements,=Of the Uniform Building Code (1997 Edition) as 'amended, Uniform Mechanical Code (1997 Edition) ? and Washington - State Energy Code (1997 Edition). ' 6. P1 Unibing' permits shall be obtained through the Seattle-King,: County Department of Public Health. Plumbing w i l l be inspected by that agency, •including all gas pi ping (296-4722). 7. Notify the City ' of Tukwila Bui lding Division prior to plaglog any concrete. This procedure is in addition to any re'quirements for special inspection. 8. Validity Permit. The issuance of a permit or approval of pla* 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 other ordinance of the jurisdiction. No permit presuming , to gi ve authority to 'violate or cancel the provisions of this code shall be valid. 9. There shall be no occupancy of the bui I ding( s) until the final inspection has been completed by the Tukwila Building Inspector. 10. Al 1 mechanical work shall be under separate permit issued by the Ci ty of Tukwila. 11. Al 1 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 unti 1 final inspection approval is granted. 12. CONTRACTOR SHALL FOLLOW ALL THE RECOMMENDATIONS OF MAY 12, 2000 FOSTERVIEW ESTATES SUMMARY REPORT, GEOTECHNICAL ISSUES COMPILIED BY TERRA ASSOCIATES, INC., DECEMBER 16, 1998 AND ALL THE CONDITIONS OF FOSTERVIEW ESTATES PLAT L99-0018, SEE SHEET 4 OF 4 WHICH IS ATTACHED AND MADE PART OF THIS PERMIT. 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. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off - site or into existing storm drainage facilities . 13. 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. 14. Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximumvof 153'x. Turning radii shall be a minimum of five feet. 15. The driveway shall be designed and sloped so that drainage from the driveway does not .flow• " onto ' the 'existing road surface. 16. Work affecting traffic flows shall be closely coordinated with the City' Utilities Inspector. '`Traffic ; Control Plans shall be submitted Co the Inspector for prior approval FROM, OCTOBEW 1 .THROUGW APRIL .30 .,,COVER ANY SLOPES' AND STOCKPILES. THAT ARE ,.3Hc,1V OR, `STEEPER AND HAVE A VERTICAL RI ` OF 10 < FEET OR MORE AND' BE ,UNWORKED FOR GREATER'' THAN 12 HOURS; DURING ^TIME, PERIOD, COVER OR MULCH, OT DISTURBED "AREAS., `IF' BE UNWORKED MORE THAN: 2 ; DAYS COVERED MATER IAL >:. MUST , 'BEFSTOCKPILED ` ON SITE AT THE BEGINNING OF THIS PERIOD., ° •AND "MAINTAIN THIS" STABILIZA•TION''WEEKLY AND IMMEDIATELY BEFORE; DURING AND IMMED•IATELY;.,FOLLOWING STORMS. FROM':MAY I THROUGH SEPTEMBER 30, INSPECT ,AND • TEMPORARY EROSION:: PREVENTION AND SEDIMENT AT LEAST MONTHLY ALL DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY STABILIZED''PRIOR FINAL CONSTRUCTION - APPROVAL r 18. ALL PERMITS, INSPECTION RECORDS AND.APPROVED••PLANS "SHALL BE AVAILABLE AT;TI-1E 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 Utility Inspector at 206- 433 -0179 of commencement and completion of work at least 24 hours in advance. ALL CONDITIONS OF FOSTER VIEW ESTATES PLAT APPROVAL SHALL BE MET, SEE L99 -0018 SHT 4 OF 4 WHICH IS PART OF THIS SUBMITTAL. ALL STROM DRAINAGE PIPES SHALL BE ASTM -D 3034 PVC SANITARY SEWER PIPE WITH GASKETED JOINTS OR ADS N -12 PIPE. THE GEOTECHNICAL ENGINEER SHALL PROVIDE CERTIFICATION ON A U0 w J w 0 g Q: S F- 0 Z H. 0 o ' 0 - o I CF • z U N IZ Z S LOT BY LOT BASIS THAJ THE WORK HAS BEEN ACCOMP...ISHED IN ACCORDANCE WITH. TH 3EOTECHNICAL RECOMMENDATIC APPLICANT SHALL OBTAIN A WATER CONNECTION /WATER METER PERMIT FROM WATER DISTRICT #125 AT (206) 242 -9547 AND SANITARY SIDE WESER CONNECTION PERMIT FROM VALVUE SEWER DISTRICT AT (206) 242 -3236. hereby certify that I have read these conditions and 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 th.eper_form'ance.of work. /f ,......_....� ,..`.......t...�� ,. W r .....: ��... , rasa- � - z U w W N u- 0 ui H = ; Z 0, Z 0 H `. Z V W 1-: Z ' W U , z Description of work to be done: Ne,ui 3Fie-. rrum t,o. Plan " ? WOO -=051 Type of work: to New Single- Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: ® Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Street Street �ddt s : City State/Zip: , t x 5368' Evei etk 9k Lal-, Proposed New Square Footage: ea,* sq. ft. Dwelling Met sq. ft. Covered Deck(s) C)CY sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Phone: ahem, c-- Floor Area Ratio: (total floor area of all structures divided by the area of the lot) N/13 Fax #: *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling Phone: yap • 4 `I 1- 6 2.b * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Project Name/Tenant: , 1 b rvtec.. Eb*&ke- 6i 06 Value of Construction: Site Address: City State /Zip: tic? / `f cSet I37 6f Tax Parcel Number: r - )&1 (200 - 'Dl)1 0 Phone: '4 A5 - 3 3'4- .. /X , Property Owner: j)U r r t ti .bevel o pencr co Street Street �ddt s : City State/Zip: , t x 5368' Evei etk 9k Lal-, Fax #: `I2.5- .33 l 1 1.t1�- Contrac r: i)1 4c4..-A, . eve /o9m<.. ,/- ( Phone: ahem, c-- Street Add s: City State /Zip: Fax #: Archite fi 1 1r.- /krill k,cI3 Phone: yap • 4 `I 1- 6 2.b Street Addtets: City State /Zip: /q.411 311 cS R2 o c ,/, /IP.t/vr Gil A- kVO) Fax #: 1 05. (o 9J--5,312 Engineer: , rric, 1 f)55oc- Phone: g q71^6 Street Address: City State /Zip: 1 3 , 60 ' A , ' Ai/. (AI , cat c k A trJrncnii_c lt>A 9�b4 Fax #: Yom = 915-- 02-(0 Contact Person: /� _,,� �_, // I/'- (rr /4- rJ , �.] Phone: 0 t o tie Street Ad ress: City State /Zip: a.. Fax #: ci- b a vc, CITY OF TUKr !LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 ❑ Channelization /Striping ❑ Flood Control Zone ❑ Moving an Oversized Load: ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous SFPERMIT.DOC 2/13/97 ❑ Street Use FO' STAFF USE ONLY Single - Family Residential Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. PICANT RUET FOR PUBLI WOKS SIIL PW FLLO �* :.(Adc C be det ub lic REVIE De part O ment);.; WI ��W,ir ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. Start Time: End Time: ❑ Sewer Main Extension 0 Private ❑ Water Main Extension 0 Private O Public O Public Size(s): 0 Fill cubic yds. Size(s): Size(s): Est. quantity: gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date ap !call n aF ed: Date ap icatio( Tres: O Appl!cN -te by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING :OW R OR AUTHORI A ENT: Signature: r �� -- Date: // , �t O Print name: l" 11� t e_- � Phone: Fax #: Address: _ _ D 9- � I' � (� \ X U' - r -t,(� $ t.( r '_ � . -./ . City /State /Zip: . ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MU E SUBMITTED WITH THE FOLLOWING: DRAWINGS PREPARE .3Y A REGISTERED ARCHITECT OR .ROFESSIONAL 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 -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for 'servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan O � Roof plan Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ U Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ U Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building ; Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a` notarized letter from theproperty owner authorizing the agent to submit this permit application and . . obtain the�permit;will berequired�as part..of this submittal. ' ` • � • '• • ' '' . r I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. • +ov!arar z ~ w re 2 6 J U 00 U) I- W u . = w t-- _ z � t- O w ~ w UC) c o_ c I- Ww O w z U C° H = O ~ z . ;""gli?ifi '10 ;to:v.! Prr J ' .M. 71 777;:r:'r...gfq..rt;Ff77tRg 4.0 A •k•Alkiktk * IV ClI? OF TUKWILA. NCI : VA•kilic**:‘ i VA vi—A A. 74:A k./..* PA* *** TIIANSI4IT Wunter R9800303 Airioun Payinnt Methocir. CHECK lic,t io Perm it No: 02000-106 Typ Parcel No 261.200-(?060 S ite Address: 42.1.4 S 137 ST 1hl Pvint 400.00 4,LAA**k.A*A-***** 1( k* 4, A kA it • k / A.111.** t: 400, WOARDIN 0.:v OLVPERM DEV Total Fee 5: 2,,0 Total ALL ' 400.00 dance: 1 4-1 icil4.k*Alelk***kt..A.AlcAll.k*sork**A.Iti. flocotint Co.(le ipt ion A c) t 000/345 830 PLiN CI-IEC ft ES 400 „ 00 ***** k* zi'4" TP.PiCSMT 00 06/19/00.10:11 ELOP t TL I3 ELOPMENT P.4IT 5265 06/20 9717 TOTAL 2004.00 41'04W4s.114& - ■C;t1Oik ** * * ********* *** * ***** *******4:******************************** '+�h'kdr* *4: * *is*,4•k* *** *,k *fir ** *h* *hie *h * *** ** CITY OF' TUKWILA. -WA 9 C G` TRANSMIT 64 *' * * * * ** *fir** * ** * * * ** * * * ** *•h *•h * ** * *k * *k** *hit **:4drir * ** TRANSMIT. Number,: R01002€5 Amounts 1.040. 45 03/01/01 11:47 payment; Method: CHECK Notations DUJARDIN 'DEVELOP Init: TL13 .Payment Permit No D2000 -196 Types DEVPERt4 DEVELOPMENT PERMIT Parcel ; No: 261200 - 0060 Site Addrresss 4214 .S 137 ST iota! Fees: 2, 2411 . 95 1.840.95 Total ALL Pmts: 2.240.75 Balance: .00 * * * * * **** ** * * * * * * * **7k * i***** t** * * * * * * * * * *A * *I4 * * * * * * ** * ** * *f Amount 1.676.95 "0.00 $' 4.5 15.00 15.00 72.00 37.50 Account- Code .000/322.100 000/345.830 -000/386„904 '000/3:42.400 412/3'42.400 000/322.100 000/345.830 t ':�,� t �jK ,. ':.7!r",'.i<����nk'�'F.^�"li''f +�''it` ;�` � f"`'�'• Desc,r i pt i an BUILDING - RES PLAN CHECK .- UTILITY STATE BUILDING SURCHARGE INSP FEE UTILITY INSP FEE - STORM DRAIN LAND ALTERING PERMIT FEE. LAND ALTERING PLAN CHECK 1 .e, a..6x S., t(..:.r' d. �' �+ ` .• r.�,l.t.ta.f! w, ..R : , r S (f t L .. : 703 03/06 VD TOTAL. 12388.16 " k�+:st�`�Lt;�seLo�6txcAruixri'4 f.,��.sa':�k • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 P ojczttip...4:x , , , le I ,)-t,4361 kpr dr ss: 21 Special ins ructions: Request0 (27A:330 9(oott codes. El Corrections required prior to approval. Approved per applicable OMMENTS: . INSPECTION RECORD Retain a copy with permit el'r\r■.: nwoo\ t • $47.6 REINSPECTION fEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: MktIMM45v PERMIT NO. (206)431-3670 Type .. eZtio 2 1) Date called: •" , F4 01 I Colbi Date wanted: p.m. !Vett VI, n7 M'IMTIttliTaltritivellMatt=rM - 11 6 D —1 0 00 U) 0 CO w UJI -J CO IL 0 5 u. < rft D a I- al Ui Z I- 0 Z tu' D 0 u) 0 — 0 1— U.J I w it_f■ , z w - o 1- jI z Project: 1 ..... I -. 1 \J t' () I o Type of Inspection: r - , 1 r t Act I Address: i 1- V),1 1 --1 & I ' .-- i' 4.Y ‘ 5-.4- Date called: ),--- L I - Of Special instructions: Date wanted: ‘,) -1- Of a.m p.m. Requester: e - , c OTht Phone: INSPECTION RECORD Retain a copy with permit .1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION bxoo- i9(o V ill (206)431-3670 PERMIT NO. Approved per applicable codes. 171 required prior to approval. COMMENTS: Nr, ' r \-) . . )\,\ v\ bcf ) v\' Ki 0 *I N s -e , ‘ S-\ ct r L)c' ■ • $47.00 REINSPECTION -FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southtehter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: PEj.lescaa...civiccw ), Lot ( Type of Ins%) Address: L i ' )J i i s (27 Si* l / Date calle 1 1 4.Q/b i Special ins ructions: d- Date wante 1 i M I. fr.:rnit.. Requ4 €3 • 4111) i; 1 INSPECTION RECORD OZOC6-1% , Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 0 ,Approved per applicable codes. orrections required prior to approval. COMMENTS: L') l3ett6N v o v‘Cil AAN'tr_1r \r-o A our we sp vv, (IN uvA • t. 4—CA • r tA)cA■ 3.) LOP r.0 p house +() v6e S c () v-e -. 1-h , )td1414-4(..n-- 0 0, A ie\ ht4 VA% ' ba Se IM - 1 -)o 00 I" 19.) F 1CY_W S.NC.u\ct ION 0 110/MJed 4' ) Cci\1v-rt ct too C4pirrOv I 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: t: t, t•tt t3,1. ts.Vr: • t: t_. Inspector. '7_040\14 Date: \`)9` 0 " Putect: po er u\ect.) — , ai ( c Type of Inspectign: A AO i"11A-V Address: fi ti 5 /3 - 7m 5 Date called: Special instructions: Date wanted: Requester: ,.. Phone: ( 0 Approved per applicable codes. te) 1... INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 7)20 0019 PERMIT NO. (206)431-3670 0 Corrections required prior to approval. COMMENTS: ■ 42LAJ1 tikcok tqvi(ok (kg. (ivy-Q-4 9-A.e0 (19,4 D K_ kA_Ak c4 vvt."4 Inspector: 6‘) g/t1(0/ Date: $47.00 RE FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: • '44* •VE:if ;AU e :‘.4"1 INSPECTION RECORD Retain 'a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Corrections required prior to approval. pproved per applicable codes. COMMENTS: % (14 //eowe4 ,06340d sp Date: .00 REINSPECTION FEE ' EQUIRED. Prior inspection, fee must be paid at 6300 Southcenter Blvd., S ite 100. Call to schedule reinspection. 1Receipt No: Date: Y A. a ` S l ste aX 1 :, ',�F` . �'Y"f�: ACA"" ili�tisE. C✓" �'= Rtr: ��!" J�x:.• �..'�.b:�a:Cr :4,ti'kN4.. atlJ.4.4 t'Ic ICW'A�F,.L n�AN,itte{�%I��V,44JV7idk YL 1Yf ' 8t]1.1S�+4 • a .• `,k}iu�a T„ vuiYiylxb %fAgr'I}G t t i 1- 0 Z H. al cu U O— O H; W W. I X U. t li l Z .. U N HI S . 0 Z 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 Pr ject: -} UIccJ fsfefrS t t Ad dr V $ l3-1St Special instructions: Tice of Inspec ion: 1 ( \\ , „j�' �,�if" %Grp Date called: 11,610 ('\ m� Date wanted: , /D Requester . GOO Phoni `/a 336-n0 V \EINApproved per applicable codes. COMMENTS: 4/67C; .2- P 2 6/// //L./ /to' i / Inspec 4 $47.00 REINSPE ION FEE REQUIR at 6300 Southcenter Blvd., Suite 100 Receipt No: � . Prior to inspection, fee must be paid Call to schedule reinspection. Date: Corrections required prior to approval. Project: " Fos Type of Inspectlo ra /4 Address: ! ' S ' 3 Date called: id ^ 31 ` o ' Spe al in, t u tions: Date wanted: R-2-1-0/ a. Requester: IN k G Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 PERMIT NO. (206)431 -3670 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: FIrGvo pv at iocrO t? -eCi ! e SS e<1C$ Inspector: Date 41 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: 'R rarafttlWLva rz =NY gYn 4.;.....:e»12.1.4,' ea 11 n.; WAN Xh'rxsi zz co w w w 0 }F. a ; te a' I- w z; U � 0 1— w' O u Ol z Pro j ect: -as ivi — : l f 6 Type of Inspection: I��,hA�� /rn D4e called: 8-Z0 -6 A dress: 42-14 S l7 56. Special instructions: Date wanted: g -29-6/ a.m. p.m. Requester: / to! afJ4, - Phone: INSPECTION NO. 7+7771'7.n r Via_.- • ... . . INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Zoe° ) 4) PERMIT NO.. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Date: ,U , Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ira�'A%i�i£ "ra - 1 �. :: Z ti • ; P G- . �b. r` .' �. F �:" � � �? 1. �".. :1 :f.�.:iS' 4 3';ka.�l ° J1'l.�t r ti. Kr�r�r ""i- < � 4 41 , 0441i4'.:. r143:4 , ;44.'+44414St{ 1 Yhtt 1 /V,,vJl �k T o f I s R Mi A re s: dz S I ;7 S T c Iled P 2i0I Sp instructions: Da nted: /00, 0 Requester: !� a- V Pho 1112S-- 3o '.9(0044 1 0 I 1 � INSPECTION RECORD'' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Bivd, #100, Tukwila, WA 98188 ) � �� Inspector: PERMIT NO. (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 ° 6 + - ?'Pa (L I Date: n_ 9 O ) 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: ,.tr,:T�' . r� 11 .: �a4.�' 'F.S�ii+m°em J ra ,. �r � , . , ra: , ` � C:Tit:t�. iii: ��#?. r�'. ��Y. �'". �� `k�� ~.u�,1"t�I.: d�,� �. u. �a o�. ts; �''.; ��rLw«' 1'# �`.::,: �,;'sE:.S`�+��...�st�'�,�"�rS dtA� +llccy.;i,+i ?�ait4 %.6,v: .v.�a� ' , 4,14. '34x•5A14.4 1 su; AarJ rur 4'�dad'acvva i? iktd COMMENTS: , 1- t.) 1 tv VIP < ("01 CA p ri ) Ji I rCI Y .. iAD \ 6 ' s ( LI OCtf.PS) tie1t&St sA .4 k.<�lntrWoo. v\ Y*IG, SPPne(" 4.• ) t o InC I N ti , p Go 1) .1- L i S ■°Ltr- ,of t.Ja (:l o.er Cirql ? i ovse f kfley °rS 4'X 4,, --0 ?rl1 @tAc 4 1-3 sLar tL» t(S tc.)'t -1.\ X ` (.� 1:)o-() w\. ` 4 f 1nC % r --\--o -Poor ? ) \cv -s totem cri rv'. - ioor' S 2- (;;,4 ro r ,S}PGt r u-i' I I 11Pf'tA ., 0.- rd .44 A V -ar �t lii erti siee4;re C, S Ito slro f s 435v e .----Voirlle A / y) I. v. , P Iodtr S lx.n,,i ( W o k t' D 6 ) 4 1 0 WI ?Li) t eat• ( , �- eAvI'PrWa"'.I 4 6 ' Type of Ins fiction: , ,c . Address: . olk 4. Date calle Se cial i�s trucfions: Date wante a.m. I f (C Reqter: P e: 5 t.,/ c c9 o q. INSPE RECORD'' A Retain a copy wit rpermit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 , PERMIT NO. (206)431 -3670 - El Approved per applicable codes. Corrections required prior to a Irispector Date:8__ 1H —01 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid ,► at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: adif±.- � `.. k7'"itA ` t4,gii# ii 5e7a i�nS� , +$ TS7 t J 7 Y }kii f " ✓'' kt�+1 r L`� %�+I1�'; 3 un i; �2 +vn - ?i c; : 1, Y. :::1:4 44614 10 :14'1 X 464; kit SA- ea4utlo!' Eu t. u e iui ' • • Star a ::.. a.t+F1 -INSPE TION RECORD' Retain a copy with permit ILDING DIVISION �{b'd i1ti k Oa; WA 98188 INSPECTION NO. CITY OF TUKWILA B 6300 Southcenter Blvd Approved per applicable codes. W O'" �� PERMIT NO. (206)431 -3670 ddress: Special instructions: .equ -1 ter: E� I P one:5 330 Co rrectic�ns ) required prior to approval. rector At( AL. $4 . r EINSPECTIO r E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule rinspection. Date: Receipt No: .:14;.;1611 [s} ha2x 4 J4k n t k 53i re LI 0 N 0 w u_ W O IL Q '. N d Z �? H Z f' ur DO O N O I.- W = U : I • Z i in w =, O F` Z Project: r 1 ,.. Type of Ins ect'on: Date called: Ad ---pe€4. 4 -7t dress: i al instructions: Special ` Date wanted: f �1 m. el m. Requester: Phone: INSPECTION NO. COMMENTS: 49", *_ INSPECTION RECORD ' Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd4#0, ;Tukwila, WA 98188 Approved per applicable codes. [ouections required prior to approval. Date; $47.00 REINSPECT! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: , s,t7s ,..« t�rk`;:". W.. ta?sr1:: 5.' Jaxukie� :�id:DrASrn..sri7'AN:'.1u a+(;«s.aw13C#i:5iul,' (206)431 -3670 COMMENTS: " &v . Ty eof Ilspe X4- ` "' hca r - . 6e 7 1 -1 " 1;16 — S \QG r ( 1 W/a. I lc Q A IV .... C4 P 14,r -)64* tA -' a ()prover &l l �t4 m'. Pm. Re (7-4a-vii V1 Poe: q(001-4 oK +p i r\s - Voitl 'I' 51611 Project: s °rVl�°tiJ °L.+ Fo q " &v . Ty eof Ilspe X4- ` "' hca r - Address: 5 13 �- o` I nd o ew ecial instructions: Special P Date wanted: 17/210/ m'. Pm. Re (7-4a-vii V1 Poe: q(001-4 INSPECTION NO. INSP[CTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION . 11■ 6300 Southcenter Blvd, #100, Tukwila, WA 98188 � 1� PERMIT NO. Approved per applicable codes. ❑ Corrections required prior to approval. Inspector- R,cm.,14 Date: 6) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection. Receipt No: Date: �:�iS..A�t :' -':r.i i ' Qnffia' ��. 61? X: �. L�r. �f Pa' l; �F�e34' l:' 35�: ��` t�8' u.'.° �", �3�3 'na....8.ai,e:�t.:�!'Ar�%in �a. �..,.( •:i.c''.. wt.. !i2 *Yw.7'Li :Wu:1Y.nwl.fiLw.r.; �l'�.n1lS Y h`�1f ifxY�iP+ iF' '401d } r x "• „ "ais'aa`i' r "_: ' !4f• iYt r Cv. J d bH. `i� ',*14 .L449.. 444 %n z re o o WI J I- 0 IL a . co O � z � 0 ; Z W O 0 N ' 0 I— saa I V I- 111 Z 0 z Xi t c7 t 1. 0/ Le Type of Inspection: Type tUGt - Add reSS: q2 /z7 5' /37 5 � �;ana � /v f Special instructions: f t o f- p rf €/q .m Da a te • . toIa C/ p: m: Requester: Phn• V �— X30 s • rirt b2oov - l g(, • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwil ; WA 9818 COMMENTS: 4 ' r "7:-5-1/1,3-1( t C 7 Approved per applicable codes. INSPECTION RECOR Retain a copy with permit 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: k` �► i` �' �: t��t�.'' �-^ tt a"°'• a � �"'-'• ir. �;. c�-. �Z�'.' ��' ��r?" ��. �°i: i�io `��.'�;'�"°z. Y:�.�t';..� PERMIT NO. Corrections rgquired prior to approval. 3 PAL I 'A Pro ect: r s- e :: per,) L b P�l1 e of Ins ectio y P P ..tom i{1Rci4Sh i A dress - � 2�� . S � Date called/ 7 — f2 Special in tructions: I Date me a• Cp (af E Re ester: 'Kr Vi II [ Phone: S L1'a� � - t I �D INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila,. WA 98188 p7cco-)% PERMIT NO. (206)431 - 36 Approved per applicable codes. LI Corrections required prior to approval. COMMENTS: Qta(' SIAPAI- h‘tkA-, ()K \ wu reo Inspector: 1 Date: , r p $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee ust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4 16)0 ?W74 : "„.45a tigA43'.''i�'i?S+Eri4 kkt.t iii ; i'.GgAN'4A >`ri.^.,t:✓i. t,h" £ '6AP I;tik.4'44:� iw,'.k3'„iia1 Approved per applicable codes. icaf' ' INSPECTION RECOR ■_,IDP000 Retain a copy with permit Pr. ject: Wit ress: D. . i31 Ty of Ins ion: Ji Date called: I ( Date wanted: te. ( P.m. Req5er: P bne: 3 Special instructions: ■\ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100; Tutokila, WA 9818 PERMIT NO. (206)431- Corrections required prior to approval. COMMENTS: C tirr,,e,‘ k\l- IciAl 5 — nor Uri I \r") I el-V■ ,norOVedi 11 41 0011GL - 1 Ar■ \-00-\ ctperoVea COM.01 ,11 41 7 Inspector ic) 'O 'w , (Lir Date: ) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: 1 , Jr • • .., izialu,; • ‘` '6,4441- VIP 4 .440 =" 444^, r• i'AirrAv Project:. '/ a - r - DO T- t T e of I pection: �� S co i n �PG A.rss: 3 137 CS7 i o! Special instructions: D te7aant7 „ � l p.m. Re ester: CO Ph e: 15s— 3a— . ( `fir+ INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION pproved per applicable codes. Corrections required prior to approval. COMMENTS: tr (0 %H A. eivi 5 PP Inspector: laAA- Date: D 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: c wt saS liadVA#Y. ` u` e``" 9;!. va3t',."' T 'Y`fc'a'aaiP°?Stlfisl,':4k'+u i o ��. Ra,WL�.►ia iK;4,041474 eA41: z 00 ; H, w 0 . g to = O. t- w 0 z �. 2 � U O N 0 I- ai W • N H =� O 1- z Project: SICKvie-J — Lo o Type of Inspection: -r Prat 1 a -ban (y ( /1S ) Address: . i S 137 3/ D to o / Special instructions: ' r Date wanted: a.m. Requester Phone — g,7 0 3S/0 INSPECTION NO. pproved per applicable codes. f i r., INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 N D2000 - 1 el40 PERMIT NO. (206)431 -367 orrections required prior to approval. COMMENTS: PIr 1vn r -- (.)v\ca —tt o'. 4 k S J $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: tiilctik;C+.guJ;Yaiti 4 sa to SduA�: ei tiFl.'. �i"fi i'Nea •:• nfni:a s9lvii� 1.1:6 ,ket:i'ir; .id a. u '.u'rw:�uxa ..:c+ ✓ ,�.m:.r+�.; 'a { :;at'Ld'a. Pr 5 7 -4-L4, 1 (,`J Type of Inspection: �� Address: qVW 5.i 37j Date called: 3 /a-�/oi Special instructions: ti-Dr 6 Date wanted: 1/ P• a.m. Requester: Phone: l INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. fl Corrections required prior to approval. COMMENTS: 3 or (Ai g-67 A / (j 2 id pAI J7 7ci S Cet4 e f -5CGA Inspector: 6 \i Date: . 0 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .�,taerwfdrtir;i? 1.4 ;, - ',4stsrj •� +1�.' w.fSi V'�eitiLG z W : 0 O `.. N O' W = ; J �! N U. W OO } ' u. J H W . z _~~ p i Lu U 0 ; o H W w " I IL Z u i O z INSPECTION RECORL Retain a copy with permit proved per applicable codes. Inspector: «':S'yyri..oYa�:N.k 1U'sF i l • aid -19b1 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-36 of I p G i. nor) �D Project: OcS - 4f . I// eLtt) -Lo CO 17 Special instructions: Date l d: ' ca 7 � Date w t e f Q Requ ster: Phone: i 4" 2 0 6 — 2 27 — ( 5 3 Corrections required prior to approval. Receipt No: `1 Mt� E ] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule rinspection. Date: Date: 1, )8_ j t- J[�' �','f,.j� 0.T'N T _y y �� 1L�lDZln. ?c f.SY:� IG "..bil � 5! ' .ft' '{'x�.".':it�.:.u• FINALAPP.FRM 71 7 %.77 " • • 7r7Trj7i • • '• i • ' • • • , ' " 4 • '"4" • "' " .4. City of Tukwila Fire Department Thomas P Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name Address L 1•4 t Retainurrent,insPe_ction.schedule Needs shift inspection Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: uthorized Signature Rev. 2/19/98 Permit No. 1 2)2-00 CY t • Steven M. Mullet, Mayor Suite # /HI ct Date! T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 Z LU 6 n 0 00 CO co ui CO IL uj 0 LL. • ° • w z ▪ 0 z w a o 1- uJ u j I 1 7- UJ ()D- PI 0 I— • r WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/28/80 FILE: K: \ \KAA \ \99\ \99090 \ \9909022.WS Homeowner: Builder: Site: DUJARDIN PLAN #2246 The PROPOSED design COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component BG Wall 2' BG Slab 2' On Grade Slab Floor Glazing @15% Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS *COMPLIES* Component Description BG Wall R13 Batt 2' depth BG Slab On Grade Slab R5 2' horizontal Floor R19 vented Joist 16oc Glazing @11% * *vinyl clr /air REFERENCE 689 10.85 Analyst: Jurisdiction: Utility: HOUSE ID: 99090.22 MATT MERCER RECEIVED CITY OF TUKWILA S E P 0 6 2000 House Type: Single rcHMITCENTER Floor Area: 3196 ft2 Weather Data: Seattle, WA. Climate Zone: 1 with 1997 WA State Energy Code. PROPOSED 630 Btu /hr -F 10.66 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 Value U -0.056 F -0.673 F -0.700 U -0.041 U -0.520 270 28ft 114ft 1307 340.0 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 Area = UA X Area = UA 270 11.6 28ft 19.3 114ft 61.6 1307 53.6 479.4 311.6 38.0 14.8 2733 169.4 1307 47.1 30008ft3( 192.2) Reference UA 689.0 15.1 18.8 79.8 53.6 176.8 W ; OC 2 • ; v 0 co o. w ; uJ O cy W z � P- LO ` U �. O N = W ; LL 5 H V; H A- O Z W2&TTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/28/80 FILE: K: \ \KAA \ \99\ \99090 \ \9909022.WS HOUSE ID: 99090.22 Doors AG Wall Ceiling Infiltration Struc Mass HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses(% Den 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: Solar Access: PROPOSED DUCT SYSTEM SUPPLY RETURN Wood 1 3/8 ", solid flush R19 STD Lap Wood R13 STD Lap Wood R30 blown Attic STD baffled Standard Air Sealing Light Frame, Sheetrock walls Location PROPOSED Gas Furnace DEFAULT 78 % 61 % 0 Vented crawlspace Attic or garage 0.60 43682 Btu /hr 9998 Btu /hr(23 %) 53680 Btu /hr 80500 Btu /hr (150 %) 169 MBtu $ 946 Integrated Spot & Whole House 0.0 () Btu /hr tons( @125 %) kWh /yr Partially Shaded Avg Rvalue 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 3196 Surface Area 639.2 ft2 127.8 ft2 38.0 14.8 559 34.7 2313 189.7 1307 47.1 30008ft3 (192.2) 630.3 9588 • WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/28/80 FILE: K:\\KAA\\99\\99090\\9909022.WS HOUSE ID: 99090.22 dLAZING ORIENTATION PROPOSED PROPOSED South : 85.0ft2 North : 170.0ft2 Southeast : Northwest : East . West : 85.0 Northeast : Southwest : Eff S Glz: 3.2%; 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 Kappler Associat JOB NAME: JOB NUMBER Copyright 1994 Architects Dujardin Development Fosterview Estates Plan 2246 DATE: BY: 1/24/00 99090.22 MJM WINDOW TOTALS NAME I ROOM WIDTH (IN FEET) I HEIGHT AREA (IN FEET) (IN SQUARE FEET) QUANTITY (HOW MANY) TOTAL AREA (IN SQUARE FEET) TOTALS (IN SQUARE FEET) MAIN FLOOR LIVING 5.00 5.00 25.00 1.00 25.00 DINING 5.00 5.00 25.00 1.00 25.00 KITCHEN 4.00 3.92 15.68 1.00 15.68 NOOK 6.00 6.67 40.02 1.00 40.02 FAMILY 7.00 5.00 35.00 1.00 35.00 TOTAL MAIN 140.70 UPPER FLOOR M. BEDROOM 7.00 4.00 28.00 1.00 28.00 M. BATH 2.50 3.00 7.50 1.00 7.50 BEDROOM #2 5.00 4.00 20.00 1.00 20.00 BEDROOM #3 5.00 4.00 20.00 1.00 20.00 BEDROOM #3 2.00 3.00 6.00 1.00 6.00 OFFICE 2.00 3.00 6.00 2.00 12.00 OFFICE 7.00 4.00 28.00 1.00 28.00 TOTAL UPPER 121.50 SUMMARY TOTAL GLAZING SQ. FT. 262.20 TOTAL HOUSE SQ. FT. 2,246.00 Glazing % 11.7% 7/28/00 9909022 - Glazing.xls .r TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Dear Mr. Fowler: Mr. Bill Fowler r ` ..--• ... Dujardin Development Company : P.O. Box 1059 _ ;r RECEIVED Snohomish, Washington 98291 CITY OF TUKWILA Subject: Plan Review _ S EP 0 6 Me Fosterview Estates, Lot 6'" Tukwila, Washington PERMIT CENTER Reference: Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., December 16, 1998 As requested, we reviewed architectural plans prepared for Lot 6 of the Fosterview Estates project. The purpose of our review was to verify that the plans are in conformance with the recommendations presented in the referenced report compilation and to provide additional recommendations, as required. 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 6. June 5, 2000 Project No. T- 1515 -2 The proJect plans we reviewed, prepared by Kappler Architects, P.S., indicate that a three -story, wood - framed, single- family residence will be constructed on the lot. The main floor, including the entry and garage areas, will be at Elev. 181. The daylight basement level will be at approximately Elev. 168. The basement may be constructed with a slab- on- grade=floor or above a crawl space. To achieve the planned finish grades, it is anticipated that temporary excavations of up to five feet will be required. Up to eight feet of fill will be required for the garage floor. It is not anticipated that significant fills will be placed at any other location on the lot. Minor fills will be required to create finish grades for the driveway. After completion of foundation walls, excavations will be backfilled. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra @terra - associates.com Z 0 co 1 ±1 w o :. Q cD. v w _ : Z ��, si ur 0 N 0 I- w w` ll. I= O , • al H - 0 �' Z Mr. Bill Fowler June 5, 2000 Foundations 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. Z t- W Excavations and Earthwork Q: 2 0 The site plan indicates that temporary excavations of up to five feet may be required to construct the foundation N 0 '. for the lower level of the residence. It is expected that the excavation will be made through previously placed N W recycled concrete and native soil consisting of sandy silt and silty sand. The on -site native soil contains a u) u_ significant amount of fines (silt and clay size particles). This material will be difficult, if not impossible, to work_ W 0' in wet weather. The excavated native soils should be removed from the site or used in nonstructural landscape g Q : areas away from the slopes. u. u. d I- W We recommend that the recycled concrete previously placed on the site be used to backfill all foundations and Z used as additional fill wherever possible. To prevent contamination, this material should be kept separate from f-. 0 z f- the native materials on the site. As an alternative, imported pit -run gravel soils may also be used for backfill. W W- D p 0 (12 0 I- =W The foundation excavation on this lot may extend through the structural fill into competent native soils. These � H , soils are moisture sensitive and subject to disturbance in wet weather. If the bearing sails become disturbed, they 0, Z should be overexcavated and replaced by materials such as recycled concrete or quarry spalls. v - ., 0- The foundations should be designed and constructed in accordance with the recommendations presented in the z referenced report compilation. The foundations should be designed for an allowable bearing capacity of 2,000 pounds per square foot (psf). Walls supporting backfill 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 psf should be added for restrained conditions. A uniform pressure of 60 psf should also be added for walls adjacent to the driveway and garage. The lateral loads may be resisted by friction between the base of the footings, floor slabs, and the supporting subgrade, as well as passive pressures acting on the face of the hundations. A friction factor of 0.4 may be used. In addition, a passive pressure corresponding to an equivalent fluid weighing 200 pcf may be used. The upper 18 inches of foundation penetration should be neglected in the passive pressure computation. A representative of Terra Associates, Inc. should observe excavations, backfilling, and foundation subgrades to verify that the site conditions are as anticipated. Project No. T- 1515 -2 Page'No. 2 Mr. Bill Fowler June 5, 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. SallAe2G;i1,6-. .4(9 Costa Philippides Engineer. Anil Butail, P.E. Principal CP/AB:dvp er Architects, P.S. • Project No. T-1515-2 Page No. 3 ' 011110•111Z, COuE CO is_ 0 111 !a a 1111 Z 1.— 1— 0 Z UJ 2 C) CO 0 — 0 I— • = U. 1— — 0 . Z tf) — I 0 I— Z • Jamieson Consulting Job No. 20181 RETAINING WALL FOR FOSTERVIEW ESTATES TUKWILLA, WASHINGTON RECEIVED CITY OF TUKWILA SEP 0 6 ?.!inn 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 JAI`IIESON CONSLLTING Consulting Engineering & Project Management ' KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 ' "5) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 4.67 50 0.67 0.67 0.67 0.67 NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 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 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # # - ft # - ft # - ft # # ft ft ft ft 25o0 1 ' = 4o s/ bl It o K , �= 4'l At, /i1 /b' lo, c - CM Fgorb1/& spo5 doeiz. -4= //J 11.04 al.16 „:,002 k. c 0367 1 a l4, I4.. l- (rz A. 2/ Lai JOE NAME F0571. -VIEW JOE NC. 2 r et av "DJ Z OAT: TYPICAL CANTILEVERED RETAINING WALL 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 g t� tn N o SHEET (a) #4 roe I(Ll ►(1 II .II eG /Dior c, egivmz (4i W46 4 4J V(IIo,c, 4 '3 E 5 (3) #4 coJ J JAMIESO CO STI Consulting En gineering &Project Management ,,,,.. 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 Z-110/ TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # / ft3 Cf a w4 w toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu W 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 2 5 6 0 F s l - , = o $ / Mu= 1,5 runt) 5T L l C{� $P4Q 10X 5aom& , 4 O'4' d. 23 t1 4'1 ZD, 5 zo, 3 (rz � 1,7(,/e) JOB NAME -. V tGW JOB NO, 2.0 I S / 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 ec3' 3 "G .2 BY .1)41 7.- SHEET NO. OF 21?b.O ()44- JC JAMIESON CONSUL ZING Consulting Engineering & Project Management X01 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 6 0.67 0.67 2.00 0.83 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 h # - ft # - ft # - ft ft ft ft -P 25C0 P51 i= 00 gsI 3r(07' d " '4= 0,3(4) o r �u= /,92 //:, 45' �b 561,//k >,. roori JG PkAJ5 1./p,2 I ZMIA L JOB NAME F71 :v iev#' JOB NO. ZO t 0/ BY TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge DATE SHEET NO. IP ' 0 "r 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 c ncrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing • V N !IPb.D (2)444-70F [II C :44 /O D, C, I /z 4 J -s" o,c. • 2) @ To S 3 / C a / 'r #1/-5"#11 I t r X 2 -O �3 /p r C JAMIESON CONSL__. ING Consulting Engineering & Project Management x ;'01 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 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 z5Go rs i 7/ = 4o gs i Ilur-C dz, 6 45- 0,37/Aix , .. Fly ►(#' rog_ * 4 rto, c, - lulu. 2,05 6 p/ 1 sp4t/5 liOZIZ , L = 22' / h 4 4 - K/ ,-V d 42// / / • As % Qr3 /N Z (3) .4 C3) f 4, i / 411 JOE NAME F O TE. v !E`/ JOE NO. 1 let 6Y 'DP-- DATE SHEET NO,, 4 OF 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 N o 0 Ill ijl II 1 :, ot4 &12t "o,c (7),i k¢ coN r 4fr6.o 3' %2 n L / s 2 -o N • z „ �i V O ; N 0 U) W 9 c�LL w 0 g Q d ' 111 ILE I- U o - ` 0H wW Z O iii z ', 0 Ni z .' JAMIESON CONSL �;TING Consulting Engineering & Project Management ,; 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 803.2581 • FAX (425) 803.3289 INPUT NAME OUTPUT 35 EFP 8 a 0.67 w 0.67 t 2.08 toe 0,67 heel Lf fs fs2 Lf /3 X 2Lf /3 F FS Mot Mr Mu 8.00 3.42 1,314 1,406 1.14 0.85 2.28 1,120 1.507 2,987 4,501 5,077 W 1,787 w1 643 w2 800 w3 343 x1 3.08 x2 2.41 x3 1.71 050D 7 -� 4o Ksl ig= 6 do-b" 0.57htiX 4s crCr F //U'D r 1 1 -7 1 SOP *-5 (ea, C, 245' _ (. z5' # - ft # - ft # - ft ft ft ft JOB NAME F P V «VY J0 NO. 20 /et EY DATE SHEET NO, OF CANTILEVERED RETAINING WALL W/ BASE SLAB 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 #1 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 S • • 5/PA (Z)i¢ rop JAMIESON CONS ..TING Consulting Engineering & F-oject Management 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 '' (425) 803-2581 • FAX (425) 803.3289 x2 2.58 ft x3 2.08 ft 7 L 25Z 4o Ks r # ¢ b0 Ks/ . 5 da= 9,9Z 4 =0.41 5 to qac, F/ AID * /2'0r C , 4/t265 k / ■ Vg rv- (O 3"avht � JOB NAME r av T • g v tE M JOE NO zs es/ DATE SHEET NO., (0 OF CANTILEVERED RETAINING WALL W/ BASE SLAB C. IrA. C INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 10 a ft Height of earth above base slab 0.67 w ft Wall thickness 0.83 t ft Footing thickness 2.25 toe ft Length of toe 1.25 heel ft Length of heel H 10,00 ft Overall height of equivalent fluid Lf 4.17 ft Total footing width fs 1,811 # / ft2 Soil bearing if X is in mid 1/3 fs2 1,932 # / ft2 Soil bearing if X is not in mid 1/3 Lf /3 1.39 ft X 1.04 ft Location of resultant force 2Lf /3 2.78 ft F 1,750 # Total horizontal force FS 1.539 Net factor against overturning Mot 5,833 # - ft Overturning moment Mr 8,979 # - ft Resisting moment Mu 9,917 # - ft Ultimate moment for concrete design W 3,019 # Total weight on footing ( ) 4 T°P w1 1500 # Soil weight on heel (120 pcf) w2 1001 # Weight of wall w3 519 # Weight of footing x1 3.54 ft f c • I 0 a (I (Ell( #4 &- i ri (4 c,t. a-- 45j Gee 00 G e3"orc. .4 4 4 x2D , � • "orc &)04- cavr BY "DJ 2-3 5 ( -3 aaeaYaeRatM?K .. ... ++ s�vr ^vwann�+w.+mt++ ^e'�m•.vca. ' i i O ; z H: 3 p ■ 0 RI 01—* w w ' 1— I- LL 0 N JAMIESON CONSULTING ili C Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRK.LAND WA 98033 '' ^5) 803 -2581 • FAX (425) 803-3289 INPUT 35 12 0,83 0.83 3.17 1.25 xs( 4A5 17z " ds" 4=0,534y, ws_& "orC, G MoD p /,Vz tl ' l/ i 2 /2 c, o/C btu- 3,54- Old l� 1 1\r‘ ° Vil; \O' NAME OUTPUT UNITS COMMENT EFP # / ft3 Equivalent fluid pressure a ft Height of earth above base slab w ft Wall thickness t ft Footing thickness toe ft Length of toe 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 #1 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 Id' JOB NAME FO57,, VIE W JOB NO. DATE SHEET NO.__ 0"r CANTILEVERED RETAINING WALL W/ BASE SLAB su l I?.0 • 2.0 I BY 174 N • , 1 • • (2;4'4-ToP ll 1 s e''o, c, 60 L .1C 3!o„ (()g4 -cooT • :..� � 'aLta /0 P-3" 3 z 0 0 0 co o W . w o J ' zza z 'F O z � U 0 ON O1 w W 0 : z 0 z . JC JAMIESON CONSL,TING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL W/ BASE SLAB and 50 psf vehicle surcharge INPUT 35 12 0.83 0.83 3.33 1.83 NAME OUTPUT EFP a w toe 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 Mr 21,667 Mu 23,256 W 4,966 w1 2727 w2 1494 w3 746 x1 5.08 x2 3.75 x3 3.00 z P'S/ 7 / :: ,es/ Ale. 03,54 / ds' SG 5' F /ND gog ,4&/0/'0,c //l 1/0" UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft 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 10 !' 5"agfr JOB NAME F0 • v E I JOB NO DATE SHEET NO.AL OF 2e / of BY ✓oI 3 / _rl NT5 • • Nr5 P g ow! J ALL;. „ g Q i = d w z �., mo z H: Ui n U O ' O~ W W O : ui 0- 0I z JC JAMIESON CONSL .,TING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803-3289 INPUT 35 0.267 7.33 50 0.67 0.67 0.67 2.50 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT EFP Cf a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf/3 Fk FS Mot Mr Mu W 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 UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft ./� = 250 psr 4/ �a 3,9K 6'' 4 4,3/n1 Z - 4&0"0,c, FMZ) 11 /./ " Ma= 4 99 K! //75 l(lt 'VET /Il& /i6 sPAtis flDe z, /VET OF PAS / VE 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 f J 3 0 • • M!nA pplk? Nrga• 4. Rmo )��\Vk= 'F.'4MaM1lY4MAPCS�CNrr�yy lvCSti_".".xNC`nxrnrr�a.r. r.v�yTne+- _ eea . SHEET NO. OF BY rf "r i �/ 8 Z -�v 10/ mg) (a)4¢ roe 1/111•-ill $ &lo'or c, Vamiz tl /' 4L - e Ore, x3Lo''deoc, � ( 5 ) # 4WAIT z W, .0: 0 0; u_ W 0; u. Q : = Z O` t Z F 0 U . 0 -, V w z. U 0 '. z • JC JAMIESON CONS ,.TING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 INPUT 35 0.267 9.17 50 0.67 0.83 1.00 3.67 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 W 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 7 z5in, p, i'_400i ✓l u= 765'4' ,5= 0,47bJ/ 4? 5"orc, rim) i „ 2 4vo'b - c, Va= 3,( 6175 /UD 41g7 SL(a /iVG FcOT /AIG GP NET c7t 77,s-�'V JOB NAME JOB NO. BY DATE 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 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 Weight of footing 3' / SHEET NO. OF 3 S"(Airs) o: w 0 0 ' 0 0 ; 0 w : vo wo 2 g 5 U J v w H 0 Z 2 j U 0 ': 0 N 0 F- w w O ; w Z - , O ' Z JC INPUT 35 0,267 JAMIESON CONSL..FING Consulting Engineering & Project Management {0 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 11.17 62 0.83 0.83 1.50 4.67 TYPICAL CANTILEVERED RETAINING WALL NAME 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 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 -�� 2590p f 4.4o/ 0v0 of ( i4 ' /3ts3K d " 4 0,4/ ,'t # 5 c 9b.c, (o) /'BUD ' f7 " foe 4/ 4 &9 Ai 475 #.7.77s/ FceTti& 6p04415 fd' Nor OF p, /z 3`CCg JOB NAME JOB NO. DATE 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 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 Weight of footing BY SHEET NO OF Ama asa "` -• •.*urrn9.ra ~..+.AN M ! MIIIMM1tWf OMOOTA iTAI M'k!tnMve r;.! meraryc rtac ur.mwaray.rmorp wgQt,,, - _ *-Ittel TOP 10 4 , „ -8 (Nr5) Ul 0 N 0 4 Mw 9 co w D u . d ` F— w F- 0 Z F— LU uj V 0 i; ,O N O H ill = V H O : ail Z; U N 0 z Kappler Architects VERSION STA INCLUDES 3 STORY Job No. 99090 -22 Date Lateral Analysis for: Dujardin Plan #2246 City of Tukwilla WA' 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 471251'$'`a' : 995 :: ` . .. 974 „E,` 4 OTHER SF, LONG / SHORT WALL ;,- x0 . : .,_ :K 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 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheetl.xls 2124100 SPM SF SF SF Long Wall LATERAL DESIGN PER 1997 UBC 0 C.1 (u r _"' j Note: For portions described in these calculations only. +!i) ; U See sheets S -1, S -2 and S -3 for all details, schedules and shear wall location...., DESIGN CRITERIA AND BUILDING DESIGNTARAIIMETERS AEC 0 36r;o . £x.;;1250 512' 0:0 FT FT FT eha�teTxhM�rtlmvTC.Y . ✓�*te!JVw^b!�'ugYG2 !�•. n. wry_.. __ __ IVED NOT VALID U ” - UKWILA "WET 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 SEP 0 6 ?.fff PERMIT CENTER 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 26.22 281 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))) where: AB Ground floor area of structure r max = Max element - story shear ratio P= WIND PER SECTION 1618 VALUE USED Ce = Cq = qs = Iw = r max = r max = 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 1.06 1.30 16.40 1 ri= herefore use WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) r i / story shear I I = element story shear x 10 / Iw element shear iw (LENGTH) r i story shear 2277 1 13801 I = P= WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 10.7 (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 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheetl.xls VALUE USED Aa square root Min = 1.0 Max =1.5 EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEE 16.4 Default for 80 MPH PSF 1250 35 2277 ( 0.17 PLF SF # FT # FT # FT # FT 7/28/00 PAGE 2 _ evrm olIfvolo rnriov.: a„aw,m rorsk orim orms mwaens m..- ......� Z v0 . co C W = .' N W i W O gQ Z W ' I- Z I- 0 Z W W; 0 O N 0 I- W.,- ILI V , 0 ; 11 Z =' 0 1- z (P) Roof (Upper walls) 12 1251 SF 15012 ADDITIONAL LOAD 0 49 29 0 S / S EX. WALLS 10 98 8 7840 F / B EX. WALLS 10 58 8 4640 INTER. WALLS 8 78 8 4992 Roof (Upper walls) 32484 30 974520 974520 0.4738 6538 Upper Floor (Main walls) 32397 21 680337 1654857 0.3307 4564 Main Floor (Lower walls) 33513 12 KAPP140 tet4741 3 0.1955 2698 (P) Upper Floor (Main walls 15 995 SF 14925 S / S EX. WALLS 10 98 8 7840 F / B EX. WALLS 10 58 8 4640 INTER. WALLS 8 78 8 4992 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 32397 (P) Main Floor (Lower walls 15 974 SF 7305 S / S EX. WALLS 10 98 12 11760 F / B EX. WALLS 10 58 12 6960 INTER. WALLS 8 78 12 7488 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 33513 #N /A 12 0 SF 0 ADDITIONAL LOAD 0 0 0 0 S / S EX. WALLS 10 0 10 0 F / B EX. WALLS 10 0 10 0 #NIA 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 161:42. 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 VALUE USED Z= R= Ca = Rw= Rw= BUILDING LOADING DEAD LOADS 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 WALLISHORT WALL WEIGHT TOTAL ROOF WEIGHT ON UPPER SHEARWALLS BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W STORY SHEAR TOTAL WEIGHT BASE SHEAR: Vb= 0.1964 98394 19321 Wihi / sum Wi hi (Plate Ht.) Wi x hi sum Hi x hi Wihi Vi TOTAL FLOOR FO 29377 425 - 641 -5320 9909022_(ExpC)_Plan# 2246_1997 -9 Lateral analysis worksheet1.xis 98394 W= WORKING STRESS WOOD DESIGN 1.4 I 13801 # 32484 # *load reduced by half due to plan configuration of front wall being concrete 13801 7/28/00 PAGE 3 —.n. 109 -:1 QQ J V O U) 0 f>1 W '. Iu 0 u- CO d H W Z O _ Z H; • 2 j V O N 0 1—' UJ H U r . u • Z' 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 Shear Walla UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 281 @ 509 @ 758 # 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. 164 138 174 0 M= T =C= 18/y/{��/�����1184 1114807^,54 1.33 # FT # FT # FT # FT 550 MIN BOLT SPACING 790 MIN BOLT SPACING SEISMIC FORCE N T 56:99 #FT 54935406.8 1894324.37 ALOW.Ft= 525 1.33 143.64 # /NAIL 13188.00 NAILS 1.331 731.50 1.33 # /BOLT FT O.C. # /BOLT r a 3+zs FT O.C. 1050.7 1008076.33 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheetl.xls 13801 (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 Not included in total 164 138 174 0 281 228 249 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 7/28/00 PAGE 4 V W h Wh F Roof (Upper walls) 13801 32484 10.70866667 347860.328 4762 Upper Floor (Main walls) 13801 32397 9 291573 3992 Main Floor (Lower walls) 13801 33513 11 368643 5047 #N /A 13801 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 Shear Walla UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 281 @ 509 @ 758 # 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. 164 138 174 0 M= T =C= 18/y/{��/�����1184 1114807^,54 1.33 # FT # FT # FT # FT 550 MIN BOLT SPACING 790 MIN BOLT SPACING SEISMIC FORCE N T 56:99 #FT 54935406.8 1894324.37 ALOW.Ft= 525 1.33 143.64 # /NAIL 13188.00 NAILS 1.331 731.50 1.33 # /BOLT FT O.C. # /BOLT r a 3+zs FT O.C. 1050.7 1008076.33 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheetl.xls 13801 (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 Not included in total 164 138 174 0 281 228 249 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 7/28/00 PAGE 4 10 3.5 3.5 .2.5 0 177 , ; ?;z Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 4966.08 4966.08 3547.20 0.00 MIN PLATE NAILING 10 INC O.C. 280 280 200 0 125 125 120 0 472.50 472.50 266.67 0.00 1283.88 1283.88 1312.21 #DIV /0! CS16 -30 CS16 -30 CS16 -30 #DIV /01 18 10.5 9.5 0 0 253 I R1M ,, I Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 21229.98 19208.07 0.00 0.00 MIN PLATE NAILING 7 INC O.C. 840 760 0 0 0 0 0 0 2940.00 2406.67 0.00 0.00 1741.90 1768.57 #DIV /0! #DIV /0! CS16 -30 CS16 -30 #DIV /01 #DIV /0! 16 8 5.5 2.5 0 281 jiGNIP1414M1 MIN PLATE NAILING 6 INC O.C. Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 17972.47 12356.07 5616.40 0.00 640 440 200 0 0 0 0 0 1706.67 806.67 166.67 0.00 2033.22 2099.89 2179.89 #DIV /01 2- CS16 -30 _ 2- CS16 -30 2- CS16 -30 #DIV /01 8 3:5 8 5 0 82 P1' ! : Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 2287.40 5228.35 3267.72 0.00 MIN PLATE NAILING 21 INC O.C. 280 640 400 0 432 672 288 0 830.67 3498.67 1146.67 0.00 416.21 216.21 424.21 #DIV /01 NA _ NA NA #DIV /0! SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 168 O u_ 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load 281 Ht. 8 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load 281 Ht. 8 o: 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 168 2 /3DL REACTION HOLDDOWN TRIB.LENGT a TRIB.LENGT TRIB.LENGT TRIB.LENGT a a KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheet1.xls „ , _ ... - , VNN40!2?oa.4nf l.covtatff' yoir,g. -a WALL SEGMENTS b c b b b c c c d d d d SHEAR V WALL TYPE 7/28/00 PAGE 5 4 5 25 0 0 221 'pL4;r :: 1 Mo= WaII(DL) Roof (DL) Mr T =C REQUIRED 898.62 4493.12 0.00 0.00 MIN PLATE NAILING 77 INC O.C. 400 2000 0 0 0 0 0 0 666.67 16666.67 0.00 0.00 46.39 -486.94 #DIV /01 #DIV /01 NA I NA #DIV /01 #DIV /01 14 13 . 0 0 0 302 81. I Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 31451.82 0.00 0.00 0.00 MIN PLATE NAILING 6 INC O.C. 1040 0 0 0 1404 0 0 0 10590.67 0.00 0.00 0.00 1604.70 #DIV /01 #DIV /0! #DIV /01 CS16 -30 _ #DIV /01 #DIV /0! #DIV /0I 10 23.5 20 0 0 39 e174 Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 7281.95 6197.40 0.00 0.00 MIN PLATE NAILING 45 INC O.C. 1880 1600 0 0 0 0 0 0 14726.67 10666.67 0.00 0.00 - 316.80 - 223.46 #DIV /01 #DIV /01 NA NA #DIV /01 #DIV /0! #N /A_ 0 0 0 0 #N /A g,x, MA Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #NIA #N /A #NIA #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A FRONT TO BACK UPPER FLOOR TRIB.LENGT o: tu U W Load 168 Ht. 8 C9 2 /3DL REACTION HOLDDOWN UPPER FLOOR TRIB.LENGT Load 281 Ht. 8 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 168 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load 281 Ht. 8 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b c b b P eMenerelomosol•mm""*2AWOMMAV•PPVeglatlIMMITYRIVVM, 41 trrPS. svra�v. c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9909022_(ExpC) Plan# 2246_1997-9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 7/28/00 PAGE 6 2 U: U 0 0 ` N W tJV IL ' W 0 .. q LL V_ a tu F- O� z ut ui Q . O N o II I F LL Z H 0 I- Z 10 1.75 1.75 1.75 0 4351 '(.tRPM I Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 6088.99 6088.99 6088.99 0.00 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 4 INC O.C. 280 280 280 0 0 0 0 0 163.33 163.33 163.33 0.00 3386.09 3386.09 3386.09 #DIV /0! STHD 14 STHD 14 STHD 14 #DIV /01 18 3.5 8 0 0 797111W2;, MIN PLATE NAILING 2 INC O.C. Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 22314.36 51004.25 0.00 0.00 560 1280 0 0 1500 2400 0 0 2403.33 9813.33 0.00 0.00 5688.86 5148.86 #DIVI01 #DIV /01 HD10A HD10A #DIV /01 #DIV /01 16 11.5 10 0 0 3791 T8t1 Mo= WaII(DL) Floor,Roof(D Mr= T =C REQUIRED 34859.49 30312.60 0.00 0.00 MIN PLATE NAILING 5 INC O.C. 1840 1600 0 0 1450 2000 0 0 12611.67 12000.00 0.00 0.00 1934.59 1831.26 #DIV /0l #DIV /01 2- CS16 -30 2- CS16 -30 #DIV /01 #DIV /01 3 X STUDS REQ'D AT ADJOINIG PANEL EDGES I 8 3 3.5 3 0 334 Pw1W: t Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 8020.12 9356.81 8020.12 0.00 MIN PLATE NAILING 5 INC O.C. 480 560 480 0 432 672 288 0 912.00 1437.33 768.00 0.00 2369.37 2262.71 2417.37 #DIV /01 2- CS16 -30 2- CS16 -30 2- CS16 -30 #DIV /01 RIGHT TO LEFT MAIN FLOOR Load 228 Ht. 8 O re 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load 509 Ht. 8 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load 509 Ht. 8 o: 2 /3DL 2 REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 397 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b c b c d d SHEAR V WALL TYPE 3 X STUDS REQUIRED TRIB.LENGT a b c d c KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheetl.xls 7/28/00 PAGE 7 4 5 21 0 0 78 P1311 :s r I Mo= Wail(DL) Floor,Roof(D Mr= T =C REQUIRED 3133.27 13159.75 0.00 0,00 MIN PLATE NAILING 22 INC O.C. 400 1680 0 0 0 0 0 0 666.67 11760.00 0.00 0.00 493.32 66.65 #DIV /0! #DIV /01 NA NA #DIV /01 #DIV /01 20 31 0 p 0 1411 p ' MI MI 0 57025.58 5657.30 0.00 0.00 0.00 4960 0.00 3200 0 0 412 0 0 0 0 0.00 0 - 521.87 0 #DIV /0I 0 21333.33 NA 0.00 #DIV /0l 0.00 0.00 1784.61 #DIV /01 #DIV /01 #DIV /01 STHD 14 #DIV /01 #DIV /0! #DIV /0l 3 X STUDS REVD AT ADJOINIG PANEL EDGES 10 31 5 p 0 1411 p ' MI MI Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 35075.26 5657.30 0.00 0.00 MIN PLATE NAILING 12 INC O.C. 4960 800 0 0 0 412 0 0 51253.33 2020.00 0.00 0.00 - 521.87 727.46 #DIV /0I #DIV /01 NA NA _ #DIV /0! #DIV /0l (, : #N /A 0 0 0 0 #N /A #NIA t° Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A FRONT TO BACK MAIN FLOOR Load Ht. 8 o: 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 Mo= o: WaII(DL) Floor,Roof(D 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR Load 509 Ht. 8 w 509 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT 509 14 509 LENGT a a GT a b a WALL SEGMENTS b C b b KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheet1.xls C C C d d d d SHEAR V WALL TYPE MIN PLATE NAILING 5 INC O.C. 7/28/00 PAGE 8 #N /A 0 0 0 0 #N /A NOMA < ? Mo= WaII(DL) Floor,Roof(D Mr- T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #NIA INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #NIA #NIA #NIA #N /A #N /A #N /A _ #N /A #N /A 18 28 0 0 0 487 l ON CONCAI Mo= WaII(DL) Floor,Roof(D Mr= T =C REQUIRED 150034.14 0.00 0.00 0.00 MIN PLATE NAILING 0 INC O.C. 6160 0 0 0 0 0 0 0 57493.33 0.00 0.00 0.00 3305.03 #DIV /01 #DIV /01 #DIV /01 #NIA #DIV /01 #DIV /01 #DIV /01 16 8 - 8 0 0 758 r Mo= WaII(DL) Floor,Roof(D Mr- T =C REQUIRED 66681.84 66681.84 0.00 0.00 MIN PLATE NAILING 0 INC O.C. 1760 1760 0 0 2520 2025 0 0 11413.33 10093.33 0,00 0.00 6908.56 7073.56 #DIV /0! #DIV /0! HD10A HD10A _ #DIV /01 #DIV /01 8 3.5 3.5 3.5 0 577 IMPIWPS Mo= WaII(DL) Floor,Roof(D Mr= T =C REQUIRED 22227.28 22227.28 22227.28 0.00 MIN PLATE NAILING 0 INC O.C. 770 770 770 0 1326 1974 1206 0 2445.33 3201.33 2305.33 0.00 5651.98 5435.98 5691.98 #DIV /0! HD10A HD10A HD10A _ #DIV /01 RIGHT TO LEFT LOWER FLOOR TRIB.LENGT Load 758 Ht. 11 H z O u 2 /3DL REACTION HOLDDOWN LOWER FLOOR TRIB.LENGT Load 758 Ht. 11 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load 758 Ht. 11 re 6 LOWER FLOOR Load 758 Ht. 11 2 /3DL REACTION HOLDDOWN 2/3DL REACTION HOLDDOWN a WALL SEGMENTS b c d SHEAR V WALL TYPE a b c d TRIB.LENGT a b c W /SSTB28 W /SSTB28 TRIB.LENGT a b c W/ SSTB28 W/ SSTB28 W/ SSTB28 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheetl.xls :M1 1 d d 7/28/00 PAGE 9 14 3.5 3.5 21 0 379 CCAP1 ..., , I Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 14586.65 14586.65 87519.92 0.00 P1 -3 @ CRIPPLE WALLS AS REQ'D PER GRADE MIN PLATE NAILING 0 INC O.C. 385 385 2310 0 132 180 1200 0 603.17 659.17 24570.00 0.00 3995.28 3979.28 2997.62 #DIV /01 HD10A HD10A ON CONC #DIV /0I I ' : #N /A 0 0 0 0 #N /A `^ ,i ON/ Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #NIA INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #NIA #N /A #N /A _ #N /A #N /A #N /A 14 16 21 0 ' 0 287 P,14 Mo= WaII(DL) Floor,Roof(D Mr= T =C REQUIRED 50461.93 66231.29 0.00 0.00 P1-4 @ CRIPPLE WALLS AS REQ'D PER GRADE MIN PLATE NAILING 0 INC O.C. 3520 4620 0 0 0 0 0 0 18773.33 32340.00 0.00 0.00 1980.54 1613.87 #DIV /01 #DIV /01 STHD 14 ON CONC #DIV /01 #DIV /01 ;. #N /A 0 0 0 0 #N /A #WA :? Mo= WaII(DL) Floor,Roof(D Mr- T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #NIA #N /A #N /A FRONT TO BACK LOWER FLOOR TRIB.LENGT Load 758 Ht. 11 CD 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load 758 Ht. 11 re w 2 /3DL v REACTION HOLDDOWN LOWER FLOOR TRIB.LENGT Load 758 Ht. 11 w J 2 /3DL REACTION HOLDDOWN LOWER FLOOR TRIB.LENGT Load 758 Ht. 11 w co 2/3DL z REACTION HOLDDOWN t4 4. 4.04 a a a WALL SEGMENTS W /SSTB28 W /SSTB28 TRIB.LENGT a b b c b b C c C KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC)_Plan# 2246_1997-9 Lateral analysis worksheet1.xis d SHEAR V WALL TYPE d d 7/28/00 PAGE 10 Z W V . U 0 N W Ui U. W O • j4 W N 3 H tux 2 0 1 / 1 uf o O N O Z 2 O . • Z U N. Z DOCUMENT TITLE(S) (or transactions contained therein) t � q 14) fi, _ 12. SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: t0 • Additional reference #s on page of document(s) GRANTORS) (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 1!ILL 1rv;,URADlCE COMPANY has placed the document of record as a customer courtesy DUJARDIN DEVELOPMENT COMPANY and accts no liability for iho dimE r May of • 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, Fostoria 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 0 Additional legal is on page of document ASSESSOR'S PROPERTY TAX PARCEL/ACCOUNT NUMBER 4523649083),015 See Attached • Assessor Tax # not et assi ed cc' a, 0 Cr) 0 RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 If II I III I I pi III III I II I III III I f f 1 111 11 III 20 0203 1 1 1 4 CHI TITLE ea/1E 2"2 F 14 32PC KING COUNTY, UA II 11 1 1 I I I 1 I I l I I ll U l II 11 II 11 II 1 II II II II III I III III I tl II I I I III I III IIII III 111 III In I 1 II II II 1 1 I j 1 1 1 11 11 11 1 ' I I 1 I 11 u' 1 II tll 11 II qU II III WASHINGTON STATE RECORDER'S Cover Sheet (RCW 65 04) Y 1wP'DUMARDIN'rosTER2NDAMEN D JMO.DOC 1 __ e: mar.*w >crtw nomlfinx9M .wyY!n?a?q, °".£p7.+S.", T009., i 4r7Si?Ortl?t lFFm!nvttrm:r+= vnz"• a��rWr rrau�^n1•n� f. tw. #. "iS: ?ta ^; tiMVR ;."•t•N. *1k»ta1^ + .• r.; r>, x•. nn•.+... 2 ... k . n . wn�• m; r}. n* �r +erx?�yr11S ° Y.4' z W 00 N 0 W I CO LL W 0: LL Q 2 0 ' 2 Z i-0 z f- ui U 0 O N 0 1- w w I i- ~ U. O O ▪ 1- z SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES, A PLANNED RESIDENTIAL DEVELOPMENT This Second Amendment to Declaration of Protective Covenants, Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential Development (the "Second Amendment ") is made this \ 5 day of 1\'A42C , 2002 by Dujardin Development Company, a Washington corporation ( "Declarant ") CHICAGO TITLE INSURANCE COMPANY has placed the document of record as a customer courtesy RECITALS AND DECLARATION and accepts no liability for the accuracy hr validity of tha ddkIJft1Ffit A Declarant is the developer of the real property and improvements thereon legally described in Exhibit A (the "Property"), commonly known as the Plat of Fosterview Estates The ° Property is compnsed of all the real property shown on maps recorded with the King County under Recording No 20000505000735, Volume 194, Pages 062 -065 B Declarant previously recorded that certain Declaration of Protective Covenants, • Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential 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 terminated, 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 Y 1WPDWARDINWOSTER2NDAMEN D 1MODOC 2 5.1. Association Responsibilities After termination of the Development Period, the Association shall operate and maintain z the Common Areas as required or advisable The responsibilities of the Association shall w include, but are not limited to, the following re 2 U 0 5 1 1 The cleaning and maintenance of the water courses on Tracts A and B; co o and w w J N LL 5.12 The maintenance, repair and replacement of the fences around and across w 0 Tracts A and B, and 2 g a 5 1 3 The maintenance, repair and replacement of the french drams in the u) o Common Areas as shown on the Plat Map, and w z F ' 5 1 4 The mamtenance, repair and replacement of the retaining wall and its z o associated drainage improvements located along the north boundaries of Lots 1 and 2, d it LLI 5 1 5 The maintenance, repair and replacement of the retaining wall and its o P '. associated drainage improvements located along south boundary of Tract B and South 137 w w Street, and u_ F a; 5 1 6. The maintenance, repair and replacement of the retaining wall and its w z o associated drainage improvements located along north boundary of Lots 13 and 14 and the _ to a Private Drainage & Pedestrian and Public Utility Easement as shown on the Plat Map, and z ~ 5 1 7. The maintenance of the trails beginning at the cul de sac end of South c 137th Place to and along the North boundary of the plat as shown on the plat map. av The Association may provide such additional common mamtenance that it determines to be m 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 1 6 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 lot to perform such activities as are reasonably necessary for required Wall Y ‘WIhDU3ARDINTOS r R2NDAMEN D A40 DOC anpp�+moxa± 'Inm!reg AVA14 7 AgPeTACY,ROF+i a nma 3 •y..wnV•W'•k!5.mnyTt •v^rmr+. rs.na..)�.Nr;'h , _ __ _.r..w.y.mvDT,l "Flfll. 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 m full force and effect and are hereby ratified by the Declarant DECLARANT: (Printed Name) Its es, de s STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me t.s , to me laiown to be the 1 my' of Dulardm Development Company, the corporation who executed the within and foregoing instrument, and acknowledged the said instnuent 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 13 day of Y1WP1DWARDpAFOST &2NDAMEND.JMGDOC Qa NATH ( 4, \sslo4? 4: NOt. N \, " 57 ,,k ' 0 3 ' is-20 c0`� `VA W 4 ture) CI IICAGO TITLE INSURANCE COMPANY has plced t e document of record es a customer courtesy and accepts no liability for the accuracy or validity of die document m ct4 , 2002 1• o ft t}"C1d I4atSort Name) Notary Public in and for the State of Washington, residing at S i-e My commission expires 3 -I S -0 3 z Ie W 00. ma; cotw J 0 . 92 a z• 1-11 z H. z F- � O F-' IL 0: z; Ni H F- O z EXHIBIT A LEGAL DESCRIPTION Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065, records of King County, Washington. Y 1WPIDUJARDIIAFOSTER2NDAMEN D IMO DOC 5 CHiCACO TAME INSURANCE COMPANY has p'sced the document of recnrd ds a customer courtesy and acr.cpts no liability for the accuracy or validly of the document, aY, �sr r t�+e n+ta 4e==mman tIrlvv t:t o r �axt ae tre d �# U co N uJ CO LL' W g J LL. ,A d 1— w. Z o ILI D U co; uW _ U li • Z `. U N 0 ' Z. - )INESIENsesseiesememgeimmes..... --- —- 1 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 °' 261200 - 0080 - 09 0 261200- 0090 - 07 261200- 0100 - 05 •- 261200 - 0110 - 03 0 261200- 0120 - 01 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 CNICAGO TITLE INSURANCE COMPANY has p►: crd the document of record as a cusiomei courtesy and dcrepts no hahtty for tho accuracy or validity of the document, 261200 - 261200- 261200- 261200- 261200- 261200- 261200- 261200- 261200- 261200- 261200- 261200 - 261200 - 261200- 261200- 261200- 261200- 261200- 261200 - 261200- 0210 - 02 0220 - 00 0230 - 08 0240 - 06 0250 - 03 0260 - 01 0270 - 09 0280 - 07 0290 - 05 0300 - 03 0310 - 01 0320 - 04 0330 - 07 0340 - 05 0350 - 02 0360 - 00 0370 - 08 0380 - 06 0390 - 04 0400 - 02 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 6 Tukwila, Washington Reference: Plan Review, Fosterview Estates, Lot 6, Terra Associates, Inc., dated June 5, 2000 Dear Mr. Fowler: October 3, 2001 Project No. T- 1515 -2 ^.r As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 6 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 6 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 41 »' ►7m7 F u 425 n82, . .. 4 e.torra@te •u4 q f 11L , r . cla �U 0 u ' cn w w 0; LL Q: w F- Z � 0 Z 2 0 co W W ` H 0; ui _` 0 Mr. Bill Fowler October 3, 2001 This work was performed, and this letter was Company. We trust the information presented is sufficient additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. Bernard Staff Engineer...—. Principal BPK/ABiae• :1. • F tcJ;..-._.,...,.kaotu g.Excavation Examination Report (1) cc: -� Mr. John Kappler, Kappler Architects prepared, specifically for your current needs. for the use of Dujardin Development If you have any questions or require Project No. T- 1515 -2 Page No. 2 a U U 0 to o ; (o W 9 W g r H. Ili .: Z ` Z 1- W W U W u i Ut u.. 0 ! • Z U u) 0 ' Z PROJECT NAME: CONTRACTOR: I)O7Yire4 /N DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: SIGNATURE 6/ /c give 4.1. TERRA ASSOCIIT.g.4.134ERFS!~AITATIV.E 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 -0 / PROJECT NO /- Z g57f '/1 .'tv .e PROJECT LOCATION' jrcc," -G .4 REPRESENTATIVE. 50'77 CTwonncr) rtr36 v[: s77/ -- /m T7N6 ,fsZ13d s tl'YZE 501•71 -5(_C' Pd Su�Pe�T OF 2 / S 'se 6!111.4!n LeAll S. A-N •5 -A4r/4 r rv r. pie 04. /r)r Sf: 11i14T ./Jt S1 .1erit_A 8s 2r- >�revoil - rn Fon 77 AX: Arr PA Pk (ore 7a c o.vr, v -.7 P/ ./Fr 6rn.6./7'^ Our representative has examined only the footing excavations listed above. The results of this examination are only valid fora 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. u3P Ai)? COPY TO: FOOTING EXCAVATION FIELD CONDITIONS NOTED ALL 4v/1LL Fco77NG hge4 F;evrINCo . te4 6J(E 4VAret) t i< /fotSCS CAI L.075 5 Arc4 6. 0 •ro $ e'Czrr /N7C) PREY /0(.)SC.y comP/4c70D S7RUC71/44t_ P / LL ANA AR AIM? ve. 5 5 . F /c-L- wit i-Cc 'fcC al) o1,1 2 r /}z.. ihv0 t'MDve Gw4 cCA-7U,' S /L7'. AZ Mari5 N &6 F12,vi A N6 /mar/ - Y/er.JbkG 70 5c.toP 44.7 2, 5 i f s ,Vi[..A!,.ic; e_f:47:J S. / PROJECT NAME: CONTRACTOR: I)O7Yire4 /N DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: SIGNATURE 6/ /c give 4.1. TERRA ASSOCIIT.g.4.134ERFS!~AITATIV.E 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 -0 / PROJECT NO /- Z g57f '/1 .'tv .e PROJECT LOCATION' jrcc," -G .4 REPRESENTATIVE. 50'77 CTwonncr) rtr36 v[: s77/ -- /m T7N6 ,fsZ13d s tl'YZE 501•71 -5(_C' Pd Su�Pe�T OF 2 / S 'se 6!111.4!n LeAll S. A-N •5 -A4r/4 r rv r. pie 04. /r)r Sf: 11i14T ./Jt S1 .1erit_A 8s 2r- >�revoil - rn Fon 77 AX: Arr PA Pk (ore 7a c o.vr, v -.7 P/ ./Fr 6rn.6./7'^ Our representative has examined only the footing excavations listed above. The results of this examination are only valid fora 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. u3P Ai)? COPY TO: f. 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 6 Tukwila, Washington RECEIVED CITY OF TUKWILA OCT 1 0 2001 PERMIT CENTER Reference: Plan Review, Fosterview Estates, Lot 6, Terra Associates, Inc., dated June 5, 2000 Dear Mr. Fowler: 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 6 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 6 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 1)20c0- 14 z CC 2 U co 0 W = J uj 0 g -J u. Q (12 uJ Z F I- 0 Z F - uf U 0 O (, O f-r w W r - • 0 al z H rz I 0 ~' Z 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. Project No. T-1515-2 Page No. 2 arkluh,N h,V.6:4›:o10. (:og PROJECT NAME: NOTES: '�� 1. /���Yu TERRA ASSOCI .. ;: � a1\.l:l ATES Inc. :1 ),. �.• w. , Geotechnical Consultants a n 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 'V 3-0 / PROJECT NO /S /.S✓ CONTRACTOR: AI4/N DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: - 111 4z n' s7717z3 1 ,-goes A72 S01'77475LO FG Vj Ara e ra 4 /nos - 7 A - r ? j - t, _ S tire i L J 3 6s 2t" 111vriel F t rt Pon T7 MG itya PiZtoe '7a Co.Urdn--r7 Pt *C Ern6A/ 7r ', 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 serve • n ou • . . . reas due to construction activity or rainfall should be removed prior to concrete placement. u3he-A, XirP? �57'M VI 3e) I577} "5 PROJECT LOCATION. itK [.A 2 SIGNATURE 6r Kivo 4Z- TERRA ASSOCIATES REPRESENTATIVE REPRESENTATIVE: S o'TT C COPY TO: FOOTING EXCAVATION FIELD CONDITIONS NOTED A LL .' ;r_ CO77 .rte J 5 F. it ' C. E ' ._ 1 ROL.Ce5 C,n/ 1.-o7 5 5 Ara) 6. 0 *to 8 Fern- Intro PREY /00sc,-/ coenotic--7r6 STRtl c.77.44-r— /Lc_ ANA fog A/1T1 V6 .Sole- s . / 4-4.- 4v/1S "-CC YC. C ) runt Lr2 I MX. /IWO Ai / !T /VF to/f5 CC/1'7CY S/LT . AL /172 NOR /-* F/2r✓1 AN/6 NON - WO-4NG tt 1 '70 S4'P6V-T 2, SVO pI F. 2'[.4//46 1_0,44 S PROJECT NAME: NOTES: '�� 1. /���Yu TERRA ASSOCI .. ;: � a1\.l:l ATES Inc. :1 ),. �.• w. , Geotechnical Consultants a n 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 'V 3-0 / PROJECT NO /S /.S✓ CONTRACTOR: AI4/N DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: - 111 4z n' s7717z3 1 ,-goes A72 S01'77475LO FG Vj Ara e ra 4 /nos - 7 A - r ? j - t, _ S tire i L J 3 6s 2t" 111vriel F t rt Pon T7 MG itya PiZtoe '7a Co.Urdn--r7 Pt *C Ern6A/ 7r ', 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 serve • n ou • . . . reas due to construction activity or rainfall should be removed prior to concrete placement. u3he-A, XirP? �57'M VI 3e) I577} "5 PROJECT LOCATION. itK [.A 2 SIGNATURE 6r Kivo 4Z- TERRA ASSOCIATES REPRESENTATIVE REPRESENTATIVE: S o'TT C COPY TO: Test No. Test Location Depth ill.) Soil Type Moisture Content OW Dry Density IPCF) Relative Compaction '..• Remarks 3 6 ' 2 1 5 5, 5 i: al NI) c IcA I 1 . , .14,... r ... c .. r . 6 ' c c I t\ Lf I "Z .1 q <:,- Lc' 6 - 364 15' 1 Ed NW 56 -/ C C 1 2 i "I 12.? 9'(,, I ■ , ■ / • Project: Location: Weather: C By: A ` u 1.4 TERRA ASSOCIATES, Inc. Geotechnical Consultants (425) 821 RECEIVED MAY 16 2001 BUILDING DEPARTMENT Present At Site: ./e • //‘i /.J/I° (1 — — _ Field Density Test Data Daily Fiel Project No Memo No. /W /65' Copies To: Date (:) Subject: Lc "( Contractor: i (.0 r I 4,) "ti N IN 1 h 1 v tst- S I - 7 — C. TO (. •^A /3 C •■.) Cr's • r :-.-.. c , N, 1._ -r (r..• ,',, i \ le t \ (-, i t: . ..i ( ,... L:x d z. .,\ r ',Ie. 6 i /4- './ ..q..e. I: / , '•. , ./. /11•••:. I'. i. ''( ' ..e.' 4 c' /V & ft/ , ;. , k.C . =;Ci f< l /k ' .. /...)c. 4u. / l' ,..,- (' ..4,-- e, s •/ / et/ C ., 4-A-13 • *1/ X 1.4.J( , c. c - ,,.,... ,...•/■,, ,/,.• ,7) ...\„,J0 r.::. r. .:),...k 1.I / /C) f I il..1 1 c • / / • C ? s" 0•••1 l''. 77 z r ere*WaiNKE4VgkViftk.S+M..W.t......k.W.V......M.SIFIWP.WatSW.W.PVNCM..t.rl.nnou.r."oor.ewr IWN41/ re la II 0 0 LL co a w 0 u_ 0 D • cs • 1 ▪ P P-' LU 2 a ID — ul iL L • Z ' 1) P 0 1- Z Test No. Test Location Depth 111.1 Soil Type Moisture Content (%) Dry Density iPCF) Relative >; Compaction Remarks (a( (2 , , 12'0 of'i LN ,' .....) ! to/ 5(g — ' cc . 1 I. r l 9.7 95 1.16 - 4,..1,-,1 • *t',�) 2on /,5-E' .r15w I. /r 56 cc 1 0.(o 11 '1.3 qs. r, ,. / Project: Location: Weather: r.r / 1 C;� I( -! /I(,.LJ £. rvt7L - DEPARTMENT NT subject: . 77--/q 2 ./1 1+1..;'r? 1> /'i/ )t:i} :i / ( TA /.) Itl n)'. / / [..b T .t . . ;Ir•r') £ .' rr.;uT r're / . -1 1"T (" r,n r ■VA.t r (.,. I t,i \dl P. r rvt' (:1) "11 . A TItr.: (.APA4 =•r. . / r r. /147 r) r,.v /( 56 1" , t_ / Gv v\ '� V (� '•/ i i s v . / l:: h' 4t / . f r r• /7 , 4 /)/ f l .al ( /!\ 7"Z: ' L " 1 Z ) AY r r /! .-- rill ( . . r ):V T G ) S I - jam / c)(Z I J S t•t /./1/4.) 6/1",11•_66 A1,"/ c) ON) 'i °// r r:,`I - r ( "Y >1.(7Nr: /7 7717; . 6 c.i/1?" /•re t "14,,t ) ry - t t -) ,1_ ; ..; o ( L. n /r r ' /i !hk) O r2 t: -: c o. s. 1J.A► CT A r2cvt C �Ur (- At /c rV %•Z.`0 ! /L/ /t' / I) / (.-4 t %Yj 7 ( t :'.4 c 7 t S� r r c)r By . TERRA ASSOCIATES, Inc. (i jc t,.J I L. L A Geotechnical Consultants (425) 821 -7777 RECEIVED MAY 16 2001 Present At Site: Field Density Test Data Copies To: Contractor: v/ I r‘; Project No. Memo No Date Daily Field Memo vt __ ( r�L ii;,.., ,A,„„,,,,, .,,,,,r r ,C rm p NOTES: -77r CONTRACTOR: l Iu7A,eJ in/ DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: SIGNATURE /// (7E k', / /[': g NO c. C. TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. REPRESENTATIVE: ,t13o u i✓ 7 ?17 ,s T=wo 77NC. .1 gett 1174..0 COPY TO: ' rt" FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED ‘/'-' Z J° / PROJECT NO. / S � 5 PROJECT NAME: ' 74 V .E-75 1 $ PROJECT LOCATION: Geotechnical Consultants RECEIVED 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 3c0 7 C? !Pi; 13 ,3,i BUILDING DEPARTMENT Stir - 77t - 7f(..._6" F =r7,4 Sup OF 2, .5) >s' i56//6zifvG LC)A . A 7y9 /_co5 <) NiCi .L L3C r2CvY! 0 e Poo q it)G 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 �. soils "ob's�:+.aLIn founda)lon• eas due to construction activity or rainfall should be removed prior to concrete placement. Du._S Anp i pl 1 1 h e' l.. C./, FOOTING EXCAVATION / FIELD CONDITIONS NOTED A 4. 4. A.>>1! L / co - n N C , Age 5/.1 r Dc r /N(, .. 1'C,; tn I /1005 C 5 CSN 4.0T.5 j AN L) t . , 0 -re 3 F i IN TO PRE V /C O SC.. - / C o1r P,Ac. 7z7:) S7 ucnherS2_ die.. L AN c or< /L —n t/ c` .�0/4. S . F /c_4. wrl roc: -c YrL . iO 'ni47 r/1 ,1 - 1- 1 Q Al 7/vG 1444 S c c. fryer ' S /C_7 - • A [ ,1,2c.✓f.5 4vl_ :e C r i,' r✓I Ai" 6 NON - yrG'c- x) /NG (3 t e x - ! D 5 r ✓ , s ° / T 2, 5 , ,1 l'�GJ /C. /) /NG C_Gvix) S . p NOTES: -77r CONTRACTOR: l Iu7A,eJ in/ DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: SIGNATURE /// (7E k', / /[': g NO c. C. TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. REPRESENTATIVE: ,t13o u i✓ 7 ?17 ,s T=wo 77NC. .1 gett 1174..0 COPY TO: ' rt" FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED ‘/'-' Z J° / PROJECT NO. / S � 5 PROJECT NAME: ' 74 V .E-75 1 $ PROJECT LOCATION: Geotechnical Consultants RECEIVED 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 3c0 7 C? !Pi; 13 ,3,i BUILDING DEPARTMENT Stir - 77t - 7f(..._6" F =r7,4 Sup OF 2, .5) >s' i56//6zifvG LC)A . A 7y9 /_co5 <) NiCi .L L3C r2CvY! 0 e Poo q it)G 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 �. soils "ob's�:+.aLIn founda)lon• eas due to construction activity or rainfall should be removed prior to concrete placement. Du._S Anp i pl 1 1 h e' l.. C./, Test No, Test Location Depth (11.1 Soil Type Moisture Content ( %) Dry Density iPCFI Relative 3'. Compaction Remarks 3 t • /O f•.:, N o/ - ror,,.r .,I' 101 " A icorw - '-.G. 14 A /0.(0 // 3 JO q S 107 /l �' :J" / '•t : -, .)C NF •, ., ,• / A A 1 /.(,, // it to.Z G! 5 - r, .3tis ICJ of X■,1 ,' /pl ,1 6 4oi',C' "" A A _ lo. 1/ 7. / q •, 3 9-1 l'r,) Jfr o /' tn (.4 41 1 o ( /, ., AA /I.() /t 5 ..9 c15" ,, Y Project: Location: Weather: ( : x'f; A —/ v / 5 / 7/W) C.X ter✓ /r ,,tUA17 r ' Th'uc rigeMI - r F•( r • - IC:n'v/C <.c1 /:A77 TERRA ASSOCIATES, Inc. Geotechnical Consultants (425) 821 - 7777 Present At Site: 77 - 6 4 e (A c v.t ` ,c 0, 77 `1) r • f n 7 s C - T i:14)1 ll,i /17z ,n/ il-/ G - 0 Field Density Test Data RECEWED APR 18 2001 BUILDING , flFP4 NT 1 e. ( . 7 - 17e1 ,1 11. /IN ) Copies To: Contractor: , .)'f}t:11!N f %L. [_ C)/✓ J-4r~ 1 /fe)(15' ( / /'C ✓It - r' "/i >n!rc> nr rlr/ l /r r %rr•fi7n,(,'J 77/P :/ref 7) ;,er4 - r ( - A s' J�+ �Irr -' /,,, • -, . A "7? %S i7; v /'� I C ✓1 7�' /1 c / ,.):1C• op./ (i F C ,1•zs rrr,l-x Or ,us �� ►r' /i e .. ;1 „(!! a �f1s Kh Daily Field Memo Project No. /5"/5 2 Memo No. /f7 Date cr_ 5-o/ F UAIM 7 2ti / xr.{ xA 7;,,,) 1..j1 5 f e Corzr11 if•'ll 57ii'r /( iZ~� F = r r (:vC: c'•xrr'P?' iv fig 77 -,;-/ •/'( wtcS% cu /r( T 6 4.t /'7C” / -/ ..,.,.,.,..r.m.. W,..,»„�., W..,,...»�,... W w.,., -.,,», ...�.,,,,.,,.. ~ V.,,.o.,....;.+- m»�e...r�.em •.mawur�e+r U 0 W W J N LL' W g a ; to tu z Hi 2 D i U � ON 0 1 W —. III 0 ' z February 27, 2001 John Kappler Kappler Architects 14311 SE l6" Street Bellevue, WA 98007 Dear John, City of Tukwila Department of Community Development Steve Lancaster, Director RE: Request for Release of Phase B Building Permits Steven M. Mullet, Mayor 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 .:.dszlt site work-haf..b.den. completed forareas_l and 8. .Based on:th e::� �^.,t; '�qi } ,•ei.;asei+i�Y'tiin , . .__. 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 cc: Nora Gierloff, Associate Planner Joanna Spencer, PW Engineer D gxea- \ \TUK2 \VOL3 \HOMEW ORA \FSTRVIEW\PhaseB.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 • February 27, 2001 John Kappler Kappler Architects 14311 SE 16 Street Bellevue, WA 98007 RE: Request for Release of Phase B Building Permits 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 fmal plat approval for Fosterview Estates. The letters from your geotechnical engineer Terra Associates and the City's site inspections confirm that itc.work -been completed. areas : - 1 and 8. - Ba;;•t . 0.•un La ity - w ill -reiraise-bvi 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. Dear John, If you have questions please call me or Nora Gierloff for additional clarification. Sincerely, ■ Jim Morrow Public Works Director City of Tukwila Department of Community Development Steve Lancaster, Director cc: Nora Gierloff, Associate Planner Joanna Spencer, PW Engineer \\ TUK 2\ VOL3WOME \NORA \FSTRVIEW\PhaseB.doc Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 U, 0 0 co 0 co w; J = ca LL w0 i —J Q d ' h Z w Wt 0 0 F- w w ` U. r z o _ , 0 1 z PERMIT NO.: " Dace) - BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection • 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Rested 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 0600 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 ❑ 00900 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 ❑ 01700 ' Final - Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special- Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav/Fill ❑ 04013 Special - Retaining Wall ❑ 04014 Special -Panels ❑ 04015 Special -Smoke Control System CONDITIONS 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 `404+ Reathireeeessib44peosera. to roof mounted equipment •';� 0015 Engineered truss drawings & calcs shall be on site 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof 0019 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 0021 Structural observation shall be provided for this project ❑ 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 y ig 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 3 i 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' Plan Reviewer: Permit Tech: V\ V Date: ' O l ` etc. Date: 0(0 --0D July 25, 2000 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -196 Fosterview Estates — Lot #6 4214 Smith 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, Velitheek Wet Brenda Holt Permit Coordinator encl xc: File No. D2000-196 City of Tukwila 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 W U gi cnw 9 • co 2 J = � ua. ZF U �' N ' ui W H V; LL 0 ` ui z ', 0 z Fosterview Estates Tukwila, Washington VICINITY MAP SCALE: 1 INCH = 2,000 FEET RECEIVED CITY OF TUKWILA JUN 1 9 2000 PERMIT CENTER 2D00- 1910 Lot Address Tax ID # Plan # 1 13602 42" Ave South 261200 -0010 1843b 2 13608 42 " Ave South 261200 -0020 I843a 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 2108spc1 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 43 Place South 261200 -0260 1843b 27 13715 43t Place South 261200 -0270 1843a 28 13719 43 Place South 261200 -0280 1843b 29 13723 43 Place South 261200 -0290 1843b 30 13727 43t 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:\ADMNDATM_CORRES\00-Qtr-N0516_33 FOSTERVIEW ESTATES.doc -:..::' rhwexnsrrar✓r..= RECEIVED CITY OF TUKWILA JUN 1 9 2000 PERMIT CENTER PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: rosier 1/I& Eskairs . Location: ions 6,4 7,8 I0 File #: D III • / ' ' . ' ' / r D eliled re Action: re w Date: 6.23.2 000 0 o N �nw Reviewed By: tialmviR SPENCER (2c J ` . w o. PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION a N 3: CODE REQUIREMENTS COMP PLAN CIP F w ` z OVERLAY PROGRAM MISC. STUDIES MAINTENANCE NEEDS t- o. . z t-t RFA WD 125 VAL -VUE 2 a Do o PW STANDARDS PRE -APP PROBLEM AREAS oo ; ot.- tu iii. c 0. Rd art n,ot 3/ re (view o /Q,,Z cdu e by pt com li - e 1 you,- �' i p o 5uhm it . f /ava sheets sh owiv7 p .5i / s1 sec f oHs w z• an S i l'e .5 c- 1-ord 4-doiloit de/d5 are mis5i n . z 2, 5hoth 40,4 0/ F12/e,-///e 5u bdi vi , bn shall be 'to ch- 5e . 3. cord-ace- A t v u e S e 0,9--sht - & & c ,- 1h W cc i. - or 5e-wer d wai ii se.- vices " hoo .- u. ,p s . 4-. In oi, ,t- te, I S% Jkl rest4,46m / ' 2 address a& -{-e..e, i %ues diseccs&ecd at the Jo,,,,,, ( 2 l 2000 med7'7 tail Tr,c)2G,c Lopys 5 ' D� CORRECTION LTR# „KAPP_LER ARC 9 ps your conip(etc home ',fanning resource Permit Center City of Tukwila Dept. of Community Development 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 August 28, 2000 Should you have any questions or comments, please do not hesitate to call. John ppler President RECEIVED CITY OF TUKWILA SEP — 6 2000 PERMIT CENTER RE: Response to Correction Letter #1 for Fosterview Estates Lot 6, 4210 South 137 Street, Permit # D2000 - 196 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. Dom - i 14311 SE i6t( Street . Bellevue, 'WA 98007 1.800.888.4517. (425)641.5320 •fix: (425)641.53i8 C0800_29 Fosterview lot 6 Correction letter #1.•1961v.iayy ( tns.coni ACTIVITY NUMBER: D2000 -196 DATE: 6 -19 -2000 PROJECT NAME: FOSTERVIEW ESTATES - LOT 6 SITE ADDRESS: 4214 S 137 ST XX Original Plan Submittal Response to Correction Letter # Revision # Response to Incomplete Letter # After Permit Is Issued DEPARTMENTS: F Bng Division C144114 1-1-Gou P b c orks al DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTXNG: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved V'kk,lt,li.LX C .Fri PERMIT COORD copy PLAN REVIEW /RO SLIP Approved with Conditions Fire Prevention AtOv (0 Structural Incomplete Structural Review Required CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: mt cvicemn•rxmek ftWt 41'( Y?tY.4 ;r+Mte'vvwgrvq n•.wYr..wM. n REVIEWER'S INITIALS: f oreer4 Planning Division MOG b -2/-6) Permit Coordinator No further Review Required 1 DUE DATE: 6-20-2000 Not Applicable n DATE: DUE DATE 7 -18 -2000 Not Approved (attach comments) n DATE: DUE DATE Not Approved (attach comments) n DATE: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -196 DATE: 9 -6 -2000 PROJECT NAME: FOSTERVIEW ESTATES - LOT 6 SITE ADDRESS: 4214 S 137 ST Original Plan Submittal XX Response to Correction Letter # 1 Revision # After Permit Is Issued Response to Incomplete Letter # DEPARTMENTS: Buii ding Divi ion WO 10.4-00 Public orks Vc DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Approved MRROIIII DOC WI CORRECTION DETERMINATION: Fire Prevention Structural Incomplete n APPROVALS OR CORRECTIONS: (ten days) Planning Division n Permit Coordinator n DUE DATE: 9- 7-2000 Not Applicable n Comments: TUES /THURS ROUTI G: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 10-5 -2000 Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Approved with Conditions REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) DATE: na¢;.xrmn..nrR,.n rns.'a+w ++a.t0 z w' 00 Lo 0 w� N w 0 z U � O N` CI I-. uJ L I 0 ' z ` U 21 O z Building Department Review Comments Project Name: Fosterview Estates Permit File No.: D2000- f C ?. 0 Lot# 7 Date: July 24, 2000 Reviewer: Dave Larson, Building Inspector (206) 431 -3670 Corrections: 1) Pages missing relating to site specific soil conditions and foundation elevations. Geo -tech letter refers to pages not included in plans and sheet index may not be complete. 2) Wattsun program appears to be based on total square footage of house including basement. It also lists R -19 floor insulation which would lead me to assume that the unfinished basement will also be unheated as insulation would be installed in ceiling above basement level. Wattsun program should be based on total heated area not including basement or basement wall and slab Insulation should be substituted for ceiling insulation. Show insulation in plan cross sections to clarify intent. N �R'h a'v3A�3✓w`�45t:4' K1'J:?P .�iYf�i' tU JU , U0 CO ° N u. w o` J'. Z , O ZZI- 2 ar U �` 0 Hj w w `; H Vi 0! ▪ Z !, U N 0 ` z DATE: June 22, 2000 PROJECT NAME: Lot 6 Building Permit PLAN CHECK NO.: D2000 -196 C: \Nora's Files \FSTRVIEW \LOT2REVISION.DOC 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. -S. Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6.2.6-00 Plan Check/Permit Number: D2000 -196 O Response to Incomplete Letter # • Response to Correction Letter # 1 O Revision # after Permit is Issued Project Name: FOSTERVIEW ESTATES — LOT 6 Project Address: 4214 South 137 Street Contact Person: John Kappler Summary of Revision: Sheet Number(s): City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 "Cloud" or highlight all areas of revision including date of revision Rec ived at the City of Tukwila Permit Center by: i Entered in Sierra on Phone Number: R U. P\v 3 cV � FTu 07/25/00 Fire Department Review Control #D2000 -196 City of Tukwila Fire Department Thomas R Keefe, Fire Chief Re: Fosterview Estates — lot 6 — 4214 South 137 Street Dear Sir: June 21, 2000 Steven M. Mullet, Mayor The attached set of building plans has been reviewed by The Fire Prevention Bureau and are acceptable z O ` 0 ' 1. The minimum fire flow and flow duration requirements for one- and two- family dwellings having ;p N a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per 0 minute (3785.4 L/min.). Fire flow and flow duration for dwellings having a fire area in excess of = Lu 3,600 square feet (344.5 m2) shall not be Tess than that specified in Table A- III -A -1. Exception: 1- A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the 0 building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) ui ( 0 2. Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual 0 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)) with the following concerns: Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206 -575-4439 tItest :ss Ar vIrAti!H!z llittf !4m 111041 Page number 2 Cuy of Tukwila Fire Department Thomas 1? 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, 5(0 The Tukwila Fire Prevention Bureau Cc: TFD file Ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575 - 4404 • Fax: 206 - 575 - 4439 Steven M. Mullet, Mayor 2 CITY OF . UKWILA Permit Center P2Dc h:1 a 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability PROJECT #: FcErfe'rY(&A. *rRequired only if outside Clty of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach map and Leal Description showing hydrant location and size of main): � t,( K, 1 Lot Co eS� }Wd xF'�+ 4 r { +' r G - ; . ,.q: � -1 7• r :at; r ti io mation:f Name: Oui Address: Name: 14 1.9 ( ) ler ICIMIV-Fee Address: 5 /3X 3 )4 " Vehicular distance from nearest hydrant to the closest point of structure ft. Owner /Agent Signature: The proposed project is loc ated within Phone: Las 334 lsB Phone: 1 .40S - (oy -5,3e90 This certificate is for the purposes of: Residential Building Permit ❑ CommerciaVlndustrial Building Permit ❑ Preliminary Plat 11 Rezone ❑ Short Subdivision ❑ Other Estimated number of service connections and meter size(s): Area is served by (Water utility district): � (,j ro► � t , t 1)��, (� r J [ l 1�0 . has et PART B: (To be completed by water utility district) (City/County) 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: RECEIVED I (� CITY OF TUKWILA (Use separate sheet if more room is needed) JtIr,I q 9ff11 Based upon the improvements listed above, water can be provided and will be available at the site wjth ftbvv EOfTE H 3 0 vd gpm at 20 psi residual for a duration of 2 hours at a velocity of / Z fps as documented by the attached calculations. I hereby certify that the above information is true and correct. Agency /Phone 296 - Zc12 �.trVlrt J S ^ � Z Z-ad 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 WTI? AVArr nnr A /5/0! z w 6 U 0 co J H LL w u _ I -w Z = r`- H z I- Lij U to al 'L i �-o .z w = . O z Purpose of Certificate: • Building Permit ❑ Short Subdivision ['WORKING TOWARD A BETTER ENVIRONMENT ,w w e) SE WEE DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY ® Certificate of Sewer Availability Part A: (To Be Completed by Applicant) Proposed Use: • Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: K ��,. �r� � I F ,g. Phone: L . (p.y t - 53 zD Property Address or Approximate Location: 1 y Sou. M / 3 5 Legal Description(Attach Map and Legal Description if necessary): �b5 r'V i ec,J Es .{-ct Lo -f- N Tc dx. S D * 0) co I a D D .-0000 Part B: (To Be Completed by Sewer Agency) 1. IS a. Sewer Service will be provided by side sewer connection only to an existing Ip feet from the site and the sewer system has the capacity to serve the 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 13 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: $ S SFC: $ UNIT: $ (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 By ❑ Preliminary Plat or PUD ❑ Rezone 14816 Military Hood South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242.3236 Fax: (206) 242 -1527 ❑ Other 11 TOTAL: $ H11 OR 0 Certificate of Sewer Non - Availability size sewer proposed use. RECEIVED CITY OF TUKWILF JUN 1 9 2009 'cnMV' CENn r r� Title / Date 02.000 -kq • t r LICENSE DETAIL INFORA rION 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: Page 1 of 1 z LICENSE DETAIL INFORMATION w Current Filter: None D ' Registration# or License DUJARD *204L0 co W Name DUJARDIN DEVELOPMENT CO 9 N u. Address PO BOX 1059 W 0 Address 5 g ua City SNOHOMISH 0 3 State WA w z� Zip 982911059 O r z H ; Phone Number 4253345018 W ur Effective Date 6/20/80 0 N O Expiration Date 12/16/01 01— wW Registration Status ACT IVE i f 1 u- I Type CONSTRUCTION CONTRACTOR O , iii z Entity CORPORATION v co Specialty Code GENERAL 0 z Other Specialties UBI Number 600351267 'VIEW *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * 'CHECK *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page http: / /www.lni.wa. gov /contractors /TF2Form. asp ?License= DUJARD * 204L0 3/1/2001 • FOSTERVIEW, TUKWILA WA DUJARDIN DEVELOPMENT COMPANY PERMIT SUBMITTAL DOCUMENTS, LOT ADDRESS: 4214 SOUTH 137TH STREET TAX PARCEL I.D. #: 261200-0060 OWNER / DEVELOPER DEVELOPER - DUJARDIN 9623 - 32ND ST. S.E. EVERETT WA 98026 425-743-6140 CONTACT - BILL FOWLER CONSULTANTS SHEET INDEX_ 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 PLAT ARCHITECTURAL PLANS Sht 4 of 4 APPROVED PLAT DRAWING PLO MASTER HOME DEVELOPMENT PLAN PL2 PHASE B - HOME DEVELOPMENT PLAN P13 MASTER ARCHITECTURAL PLAN PL6 PLAT GRADING COMPARISON FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT P21 ARCHITECTURAL SITE PLANS LOT 3 - 8 P62 SITE SPECIFIC SECTIONS - LOT 5 - 8' P8.0 SITE SPECIFIC FOUNDATION DETAILS FOR LOT 6 CIVIL ENGINEERING C -8 FOSTERVIEW ESTATES DRAINAGE PLAN C -12 AS - BUILT SEWER PLAN FOSTERVIEW ESTATES C -13 AS - BUILT - WATER EXTENTION PLAN ARCHITECTURAL HOME PLANS (FROM BASE PLAN # B2000 -059) ARCHITECTURAL COVERSHEET AL CODE NOTES A2.1 FOUNDATION & LOWER FLOOR PLAN A2.2 MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING PLAN A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING PLAN A7. ELEVATIONS & BUILDING SECTIONS DL STANDARD DETAILS D2 STANDARD DETAILS SL LATERAL DETAILS 52. LATERAL DETAILS S3. LATERAL WALL SCHEDULE Thane - hnv e peen re, 06 Fi ".J ect 1 t i V �� ` es insoec;or riv , i BY 4 97 tu CORRECTION understand 1 ^ders;s d th t the Hari ? heck a:; rrn s a tors copy to errors and on:issio �s and sacrcv ! of p �s o not authorize t . ;ton of arty d, xae or ordinance. Receipt of con - racp•; of approved r : acrner +;edged. SEPARATE PERMIT RE UIRED FOR: [. MECHANICAL LECtRICAL IIVC-AS PIPING CITY OF. TUKWILA BUILDNG DIVISION .r. Z a I4 O Q 0 Z F- 0 [4.4 — z . w W � A z w 0 g VI Q 0 ti Z 4 A c, 0 COMA SHEET AREA LOT A PHASE LOT 21 5 LOT 22 B LOT 23 LOT 24 6 LOT 25 c LOT 26 LOT 27 2 LOT 28 7 LOT 29 D LOT 30 LOT 31 LOT 32 8 LOT 33 A LOT .34 3 LOT 35 A LOT 36 9 LOT 37 C LOT 38 4 LOT 39 C 10 LOT 40 D AREA LOT TE PHASE LOT 1 LOT2 A LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 2 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 3 LOT 15 A LOT 16 LOT 17 LOT 18 4 LOT 19 C LOT 20 CONDITIONS 1. CONSTRUCTION OF INDIVIDUAL HOMES, INCLUDING THEIR FOOTINGS FOUNDATIONS, ETC. MUST BE ACCOMPUSHED IN ACCORDANCE VOW 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 /PH&SE KEY 3. THE CONSTRUCTION PHASES SHALL BE DEVELOPED PER 774E GEOTECHNICAL RECOMMENDATIONS OF TERRA ASSOCIATES OR ANOTHER CITY APPROVED GEOTECHNICAL- ENGINEERING FIRM. 4. THESE GEOTECHNICAL RECOMMENDATIONS ARE TO BE INCLUDED AS PART OF 774E SUBMITTAL FOR EACH OF THE SINGLE 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 CONSIRUC770N. C. GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW THE IMPLEMENTATION OF THE NEXT HOUSE CONSTRUCTION P11855 D. CONSTRUCTION DESIGN PERIMETERS ON A LOT BY LOT BASIS 5 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 EXCAVA770N 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 INCLINATION OF 2.5:1. ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVERED CONCRETE 06 MECHANICALLY STABILIZED EARTH RETAINING WALL. LOWER PORTIONS (NORTH END) OF THE LOTS WILL HAVE THEIR SLOPE PROBLEMS CORRECTED DURING LOT DEVELOPMENT. 6. 7145 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 FOUNDA710N DESIGN ADDRESS AND FULFILLS THEIR GEOTECHNICAL RECOMMENDATIONS PRELIMINARY PLAT NO. L93 -0014 FINAL PLAT NO. L99 -0018 Z DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO OBSERVE 7746 IMPLEMENTATION OF 174E HOUSE DEVELOPMENT PLAN. FIELD REPORTS ARE TO BE SUBMITTED 70 THE CITY AND TO INCLUDE: A. TEMPORARY EXCAVATIONS FOR CONSTRUCTION PHASES AND MITIGATION MEASURES. 8. IMPLEMENTATIONS OF FOOTINGS FOUNDATIONS, RETAINING WALLS AND FLOOR SLAB AND DRIVEWAY PLACEMENT ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS C. BACK FILL AND PREPARATION OF IMPLEMENTATION TO A ADJACENT CONSTRUCTION PHASES ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS 8_ THE GEOTECHNICAL ENGINEER IS 70 PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPUSHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS 9. EACH OWNER IN ITS PURCHASE OF A LOT, HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSIERNEW'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 ACI7ONS, CAUSES OF ACTION, COSTS, ATTORNEYS' AND EXPERTS FEES OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEEP SLOPES WITH IN 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 NEGUGENCE OF THE CITY OF TUKWILA, ITS OFFICERS, AGENTS AND EMPLOYEES. CITY OF SEATTLE UTILITY EASEMENT P.M. #230415 -1 -011 THIS EASEMENT GRANTS TO THE CITY OF SEATTLE (HEREAFTER REFERRED 70 AS GRANTEE), ITS SUCCESSORS AND ASSIGNS THE RIGHT, PRIWREGE AND AUTHORITY TO INSTALL, CONSTRUCT, ERECT, ALTER, IMPROI€ REPAIR. ENERGIZE OPERATE AND MAINTAIN ELECTRIC UNDERGROUND DISTRIBUTION FACILITIES TRANSFORMERS DUCTS VAULTS. MANHOLE CABINETS CONTAINERS CONDUITS WIRES AND OTHER NECESSARY OR CONVENIENT APPURTENANCES` 70 MAKE SAID UNDERGROUND AN INTEGRATED ELECTRIC 51 -5760 ALL SUCH ELECTRIC SYSTEM IS 70 BE LOCATED ACROSS OVER, UPON AND UNDER THE FOLLOWING DESCRIBED LANDS AND PREMISES SITUATED IN THE C1UN1Y OF KING, STATE OF WASHINGTON, 70 THOSE AREAS HEREIN WITHIN 771E PLAT OF FOS7ERVIEW ESTATES DESIGNATED AS "UTILITY EASEMENTS AND /OR ACCESS AND UTILITY EASEMENTS" TOGETHER 73/TH THE RIGHT AT ALL TIMES TO THE GRANTEE 175 SUCCESSORS' AND ASSIGNS, OF INGRESS TO AND EGRESS FROM SAID LANDS ACROSS ADJACENT LANDS ABUTTING 714E' DESCRIBED EASEMENT AREA FOR THE PURPOSE OFINSTALUNG CONSTRUCTING RECONSTRUCTING REPAIRING RENEWING, ALTERING, CHANGING, PATROLLING, ENERGIZING AN0 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 TO THE GRANTEE, ITS SUCCESSORS AND ASSIGNS AT ALL TIMES TO 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 774E SYSTEM, OR CONSTITUTE A MENACE OR DANGER TO SAID ELECTRIC SYSTEM. IT IS FURTHER COVENANTED AND AGREED THAT NO STRUCTURE OR FIRE HAZARDS WILL BE ERECTED OR P08.1177ED WITHIN THE ABOVE DESCRIBED EASEMENT AREA WITHOUT - PRIOR - WR1T7EN APPROVAL FROM THE GRANTEE ITS SUCCESSORS AND ASSIGNS; THAT NO DIGGING WILL BE DONE OR PERMITTED W/1H /N 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 774E CITY OF SEATTLE 15 TO BE RESPONSIBLE, AS PROVIDED BYLAW FOR ANY DIIMAGE IN THE CONSTRUCTION, 'MAINTENANCE AND OPERATION OF SAID ELECTRIC SYSIEA4' OVER, UPON AND UNDER THE 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 ELY : N895954 -'W 40.25' EL2 N0039'04E 1613' EL3 N895954'W 58.26' EL4 N734117'W 10270' EL5 N7341'17'W 262' 01.6 N1936 J4 E 4.56' EL7 : N8778 54' 51.21' EL8 N0957'32'5 7244' EL9 N5720'045 2Z23' 610 N8323'46E 29.05' E111.. N1325'57'E 2255' 612. N89261416 46.42' 613 N1459'365 3505' 01.14 141887669'W 4106' 0.15 N8876'09'W 912' 0116 011653'05'0 3200' 0117 N2120'455 2984` EL18 N82'4023'W 74.86' EL19 1472 20.92' 0120 N5202'47'W 3209' EL21 N520247'W 28.92' R22 N892056'W 26.97' 01.23. N89205614' 24.39' 654 118920561W 16.55' EL25 N60'41'365 5267' EL26 1100•56005 961' E127 71892056'W' 3340' 0128 57539`14' 45.91' EL29 N6632 2242' 0130 N1938'541W 3871 0131 N3256121,' 3344' EL32 N85225rW 49.06' E1.33 N5157'355 18.82' 6.34 N08'45045 2204' EL35 7441083511' 2268' EL36 NO23246'W 21.13' EL37 N645341'W 6003' EL38 NO23246'W 19.86 EL39 N3805'34'E 2266' EL40 N645341'W 41.66' ELN N38125J4 E 16.16' . 01.42 . 747429 41'0 26.99' EL43. NO356221W 31.75 0144 83459325 25.95' EL45 N0879'49'E 1918' EL46 N2635'421W 14.93' E1.47 74024434E 17.08` EL48 N35175215 21.05' N22'42'40E 16.28' EL50 N8r48'28'W 20.74' -f151' 7487 "W 10.83' 0152 1117'48281w 257' EL53 - N01177'435 5000' EL54 N355757"W 74.34' EL55 5535715E 80.93' OPEN SPACE EASEMENT CURVE TABLE C11RW: RADIUS LENGTH 1 DELTA E67 5311' 57.93 6229'43' EC2 47.00' 17.23 .205952 ECJ 3227' 36.25 622516' EC4 20.00' 49.81' 142 D2.0o0N-6/ IMAM FOSTERVIEW ESTATES A REPLAT OF -- A PORTION OF TRACT 6Z' RIVERSIDE INTERURBAN TRACTS AND AND A PORTION OF TRACT 79 FOSTORIA GARDEN TRACTS IN GL 2 AND GL, 3 AND THE SW 1/4 OF 174E NE 1/4 OF SECTION '15, T. 23 N., R. 4 E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON R M R.L. McD UFFY do ASSOCIATES, INC. I I) LAND USE CONSULTANTS ENGINEERS • SURVEYORS o PLANNERS a MANAGEMENT 360.5 COLEY ACNE E/fRE7T, WASYNCRYi 98201 (425) 258 --4438 FAX ' (425) 258 -1616 REC ENED CITY CF TUKWILA SEP..G ,.cP'..0 D t: cl1I PERMIT CENTER 0577. 2/7/00 DM BY KM1: TDB ND, 96089 5HT 4 OF P_ USES INPlI PLAN 1568A 2 ' 1568B , PORCH AREA LOT 1 1843A 1843B X 1 1843B 6 2119 2060 5 1843A X 1 2108 5 ( +2) LOT 3 2246 5 LOT 23 j 1568A 2119 6 2246 LOT # PHASE PLAN PORCH AREA LOT # PHASE PLAN PORCH AREA LOT 1 A 1843B X 1 LOT 21 2119 5 LOT 2 1843A X LOT 22 I B 1 2060 LOT 3 2119 LOT 23 j 1568A LOT 4 2246 LOT 24 1568B 6 LOT 5 B 2108 X 2 LOT 25 ! C 1843A LOT 6 2246 LOT 26 1843B LOT 7 2246 LOT 27 j D 1843A 7 LOT 8 2108 X LOT 28 1843B LOT 9 2108 LOT 29 1843B LOT 10 2246 LOT 30 1843A LOT 11 2108 I LOT 31 2060 LOT 12 1568A LOT 32 i 2119 8 LOT 13 A 2246 3 LOT 33 A 2060 LOT 14 2108 LOT 34 2119 LOT 15 MOLYF. (1) LOT 35 c 1843B 9 LOT 16 2108 MOD'ED (2) LOT 36 1843A LOT 17 2246 LOT 37 1843B LOT 18 C 2060 4 LOT 38 1843A LOT 19 2119 LOT 39 1843B LOT 20 2060 LOT 40 D 1843A 10 SOME PLAN MATRIX & SCHEDULE PHASE A PHASE B PHASE KEY vvvvvvv / "vvvvvvvvvvvvvvv VV vv S:'- ' -.yv v vvvv vvvvv vvvvv vvvv vvvvvv vvvvvv vvvvvv r r r r rr r r r •r r r 'I CONCBEfI10R � a PORTI N' PEPROBLIMS IR SINGE HNIC J►L EO1'ICHN a�IN + N DESI TRACT "A" PROPER/ TLAE- (7R.iCT 80), TRACT "B" OME DEVELOPMENT PLAN/ PHASE C PHASE D (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) CONDITION L CONSTRUCTION OF FOOTINGS, FOUNDATIO IN ACCORDANCE DEVELOPMENT PLAN. 1 THE ROUSE DEVELOP AREAS. EACH AREA IS TO CORRESPONDING CON 3. THE CONSTRUCTION AREAS PER THE GEOTECHNICAL OF TERRA ASSOCIATES OR AN ENGINEERING FIRM AS APPROVED BY 4. THESE GEOTECHNICAL RECOMMENDATIONS AS PART OF THE SIBMITTALFOR EACH OF RESIDENCE PERMTlS; ON A LOT BY IN CONSTRUCTION PHASES 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR A TEMPORARY EXCAVATION RECO AREA TO ALLOW FOR THE INSTALLA FOOTINGS, FOUNDATIONS AND FLOOR B. CONSTRUCTION AREA AND PHASE MTTIG FOR SOIL STABILITY AND EROSION CONTRO DURING HOME CONSTURCTION G GEITECHNICAL REQUIREMENTS NEEDED TO ALLOW TON OF ANMENT DEVELONEW1 D. CONSTRUCTION DESIGN PARAMEIEES ON A LOT E FOR LOTS 21 THROUGH 34, THE UNSUITABLE SHALL BE OVER EXCAVATED DURING CON FOUNDATIONS, FOOTHMS, AND FLOOR SLABS MEEBE WILL IE LIMITED EICAYADON AID IFJIOVAL SOIL DURING DRIVEWAY CONSTRUCTION. FOR LOTS 35 THROUGH 40, THE SLOPE ON THE (SOUTH END) OF EACH LOT WILL BE LOT DEVELOPMENT OT ACHIEVE AN'HN7JNAl1O ACCEPTABLE OPTION IS TO PROVIDE MICHANI'ALLY STABLED RETAINING WALL THE (NORTH END) OF THE LOIS WILL HAVE THEIR S CORRECTED DURING LOT DEVELOPMENT. b. THE APPLICANT IS TO INCLUDE, AS PART OF FAMILY RESIDENCE PERMIT, THESE G RECOMMENDATIONS AS WELL AS A LETTER FROM THE ENGINEER THAT CERTIFIES ON A LOT III LOT BAST& G TEAT TER HOME HOME, 1N T 3 FOOTING FOUNDA ADDRESSES AND FOLru.�s 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENG THE IMPLEMENTATION OF THE HOUSE DEVELOP REPORTS ARE TO BE SUBMITTED TO THE CITY OF TO ADDRE F. A TEMPORARY EXCAVATION OF CONSTRUCT! MITIGATION MEASURES R VERIFICATION OF FOOTING, FOUNDATION, AND FLOOR SLAB INSTALLATION METHODS PLACEMENTS ACCORDING TOGLbTICHNG L G VERIFICATION OF BACK FILL AND PREPARATION FO CONSTRUC1ION IN ADJACENT HOME DEVELOPMENT oNSTR ON ALAS ACCORDING TO GEOTECHNICAL RECOMMENDATI i NS. THE GEOTECHNICAL ENGINEER IS TO PROVIDE ' RTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THEM GEOTECHNICAL RICOMMENDATIIf NS KEY PLAN • 80 40' RECEIVED CITY OF TUKWILA SEP 0 0' 0 PERMITCENT•9 160 0) LOT # LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 PHASE A PLAN 1843B 1843A 2119 2246 2108 MOD'FD PORCH X X AREA LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 NOTE: 1. FOR EROSION CONTROL - EXISTING SILT FENCE (AS SHOWN:. ON C -2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS 11568B APPROVES REMOVAL. 1843A A 2246 2108 2246 2108 2 40 � : 1' 2246 2108 X B 1568A 2246 2108 2108 MOD'FD (1) 2108 MOD'FD (2) 2246 2060 2119 2 s LOT # IPHASE1 PLAN LOT 21 LOT 22 2119 2060 MOD'FD PORCH AREA 5 LOT 23 1 LOT 24 1 LOT 25 LOT 26 LOT 27 1 LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 1 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 2108 2246 2119 1 1568A 1568B 1843A ! 1843B 1843A 1843B D 1843B 1 1843A 2060 2119 2060 2119 1843B 1843A C j 1843B i 1843A 1843B 8 LOT 20 2060 LOT 40 D 1843A 10 HOME PLAN MATRIX & SCHEDULE (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) KEY PLAN -- --- 4------ - - - - -- 80 160 40' CRYOFT1J(%fl SEA (1 6 PERMIT,CENTER JOB. NO. 3801321 SHEET Pi.21 TRACT "A" - • " - • SOUTHGATE PARK EX UAU7Y POLE ;5 NARYE IEGEEA77LW BUFFER UAL7TY POL E EY. ROOKERY IX COMO WALL. EC cur POLE. GRADING AND STREET PLAN PER CIVIL FINAL 'GRADING PLAN SHEET CO3.1 0 20 40 60 SO SCALE 1:40 160 I 4 7E7E t_ ITE STEPS A5.0 NEW 5' GONG, WALK - I NEW 5' ASPN. WALK ,f f3771Y S7REET SEE SHEET ASD FOR 51 E STEP INFOR 1ATION RECEIVED CITY OF TUKWILA S EP CI PEflMIT CENTER z a V E ' R 1 0 P1.5. LOT TOTAL CUT TOTAL FILL ADJACENT TO LOT WITHIN R.O.W. \\ \l\ \ \ �- CUT FILL 01 348 133 0 0 \ \ 02 177 266 N/A N/A \ \ 03 35 37 0 4 \ \ Ny 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 09 N/A N/A LOT TOTAL TOTAL ADJACENT TO LOT WITHIN R.O.W. CUT FILL i 10 N/A N/A FILL 11 N/A N/A 26 s AnYE 12 N/A N/A 27 YE AWN 1 I I' 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 83 EX UM./ POLE 18 N/A N/A 33 38 122 0 66 19 N/A N/A 34 35 37 3 7 i 20 N/A N/A 35 N/A N/A 1 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 SOUTHGATE PARK CUT & FILL CALCULATIONS ON 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. PFAU . AND PaZIC LIMN YEAff1TYT nL/TY PIXE 1 W GRADE COMPARISION LX ROCI'ERY IX CONC WALL, IX GUY POLE I 10,1181/C !MANAGE ES], TRACT "A" FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILDOUT 0 20 40 60 80 SCALE ( :40 AttsWO, 000 -BAct(o TE STEPS EE A5PJ NEW 5" COM: WALK NEW 5" ASP/. WALK SEE SHEET A5.0 FOR SITE STEP ',FORMATION RECEIVED CRYOFTUKWIuk SP PERMIT CENTER 00 In 9 C7 O 0 g o u Co o `V w 0 Z L o >� � o mc^o ca CO o Co Q SITE PLAN NOTES t THE SITE PLAN SHOWS FOUNDATION AND FOOTING OUTLINES. THE FOUNDATION DETAILS NOTED ON THE SITE PLAN SHALL TAKE PRESIDENCE OVER THOSE ON THE BASIC HOUSE PLAN 2 OVERALL SITE TOPOGRAPHY IS SHOWN ON SHEET PIS. 3 ALL FOOTING DRAINS ARE PER DETAIL 9/P85 4 STORM DRAIN - SEE CIVIL SHEET C-8" TIGHTUNE FOR HOME SHALL BE 4' NON - PERFORATED ADS N-12. PROVIDE 4% POSITIVE GRADI NT. 11E TIGHTLINE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT JUNCTION THEN CONTINUE TIGHTUNE TO STORM DRAIN. a SANITARY SEWER - SEE CIVIL SHEET C-12. SANITARY SEWER SHALL ce- ' BE 8' SDR 35 WITH A MINIMUM OF 2% POSITIVE GRADWQr. CLEAN r \ of O.i3I m l� OUTS SHALL BE PER CITY NFRASTRUCTURE STANDARDS i , 8. WATER SUPPLY FROM METER TO HOUSE IS 3/4 b TYPE K COOPPER �'; ��' ■� © _� WATER METER IS FOGTICHT #t CONNECT WATER SUPPLY TO WATER METER SETTER SEE CIVIL SHEET C-13 l D � 7. DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4' CONCRETE EXPOSED AGGREGATE OVER 2 OF 5/8' MINUS WASHED ROCK 1'' k%' X _ — MAXIMUM WIDTH TO BE 20.0: MAXIMUM SLOPE ALLOWED IS 15%. t \# D LOTS2, 3, 4,5,6,7,8,9,31,32,33AND34TOHAVE 11D• Co ( C (2s ONC - DRIVEW - -- � A RESIDENTIAL TRENCH DRAIN TIGHTUNDED TO STORM DRAIN. \ r ' I° , _15su1 —�� ALL OTHER DRIVES TO HAVE 29i SIDE SLOPE GRADIANT. _ I 0 214.00' AP ®-, 8 CONSTRUCTION SEQUENCING AND TEMPRARY EROSION CONTROL DURING FOUNDATION CONSTRUCTION SHALL BE PER SHEETS PLO , PU , P12 , Pt3 AND P14. 3 EROSION CONTROL AFTER BACKFILL OF FOUNDATION AND BEFORE IMPLEMENTATION OF LANDSCAPING P LANDS REQUIREMENTS SHALL BE STRAW PER KC. SURFACE WATER DESIGN MANUAL APPENDIX D. 10. CUT AND FILL CALCULATED FROM SHEET PLS. 501)0' geillMah ACE L to 6 1 it • 4 .- 123d3 = 25.00' 12400 --tt;q0 r -- - :ecttc 1 c; 114 t s utii,ties inspector. D . , y , B1 /l-ecF55 5W2./t'1 C YOFTW( ynA DUJARDIN Date By Description r, �l RE !SURF 11 RRIIIIM a iA ,��1 ! S WASNI� 1 , : :. 0 08122/00 CITY COMMENTS • CLOUDED ® FOSTERVIEW ESTATES SITE SECTIONS THIS DRAWING IS l© COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT 1 ✓ O 1 1 1 I I I 1 1 1 1 1 1 1 11 I If I t Y 1 1 1 11 1 1 1 1 1 1 1 1 1 � ! 1! 1 1 1!!! i 1 I li 1 I I 1 1 1 I 1 I I 1 4!! i ! I 1 I, 1 i_1_ i Pi i ; —1 —r i-'-f• i 1 1 1 1 1 1 1 i l l 1 1 i ! I i 1 I I ? i i i j i 1 ! i 1 1 1 1 1 i i 1 1 i i PROPERTY LINE 1 --f- —f• t- 1-1- i I �— 1 1 1 1 1 1 1 ! 1 1 1 1 I i i i i i i I I Kappler Architects P .S . 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 I ►ROPERTY LINE doe M I I 1 1 1 I 1 1 1 1 1 1 t l l 1 1! I !!! i i!! I I I 1 1 1 1 1! 1 11 i i i i I i 1 1 i i i i i 1 1 1 1 1, i i 1 1 1 I I 1 1 1 1 l i i 1!!! i iii i 1 i i i ! iii - i I i i i i 1! i i 1 t 111 1 i i I I 1 1 1 1 Ili 1 1 ! i l! i 1 ! I I i 1 1 i! j i 1 1 i I I I I t l i ti i 1 ii j! i i i i 1 ! i i1 1 1 1 • 1 1 1 1 i i 1 1 1 1 I I i i ! i i 1 I i i 1 1 i! d 1 !d! 1 I 1 I I I 1 1 1 1 11/ 1 � I� I 1 i i i i 1 lei i i i iLL i i i i i 1 ?3+i i i i 1 1 i i i • I 1 i! i i 1 i i i i 1!! i i 1 i! i i ii i i i i i I i i i i i i i i I i i i 1 !1! 1 1 1 1 1_4! - .I_ _ _i .! • I • 1 ( ! ! I I 1 ! I 1 1 1 1 1 1 I 1 CD ! 1 1 1 1 I I 1 I 1 1 I 1 1 1 rn I 1 1 1 1 i 1 1 1 I I 1 1 I I • I 1 1 1 1 1 1 1 1 1 i i i i I! 1! 1 1 • i i I 1 !! i I i i i 1 •1 1 1 1 I i i i i i i ! I i i i 011 1 I i i • 1 i I i 1 i i 1 t j ii I i j i i 1 1 1 1 1 1 1 1 1 1 1 1 I i! i j i i! i • i i i i i 1 i 1 i 1 i i ! • i i 1 1 i i i i I i 1 i i I ■ • i 1! i 1 1 1 ! • l i y i J_ I �I 1. 1 • PROPERTY LINE 1 1 1 1 1 1 1 1 1 1 1 1 1! 1 1 1 1 1 1 1 1 1! 1 1 1 1! 1! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I 1 I i 1 i 1 I --1 1 1 1 1 1 ! . I! 1 i 1 1 i I i l I I 1 i! 1 i 1 i I I ! I i l l ! 1 t i I ! i 1 1 ! 1 • I 1� 1 Il I i 1 1 j 1 1 I 1 i 1 1 I! I�!1 I 1 1 I 1 ! i' H el l i 1 j 1 1 1 1 1 ! 1 I I 1 1 j 1 ! 1 1 j 1 1 1 1 1 ! ! ! ! i i l j ! ! I I i '. 1 1 1 1 i I ! 1 1 i ! i i i I ii I i i, i ! i ! ! I i ii i i i i ii ! ! i ! ! i i i i i ! i . i i t i i i 1 i • 1 i !! 1 i i 1 ! ! i i i ! i ! l i 1 i I ! i I 1 1 i 1 I i! I I_ I i I! • i • 1 . 1 1 1 1 i 1 I PROPERTY LINE 'r-I t • s--r +7 • r—r i--1 1 -I— !—r I r I T r -! r ! • 'iSR I... s R I, I 1 1 1 1 i i i! i! _... I i 1 i 1. i ! i i i . 1 1 _. i i i 1 i i i l l i i l! i 1! i i i i!! 1 i i i i ! 1! 1 ! 1 1 !! l ?! I 1 ! i! i.. i i i ! I i !! 1 1 ! 1 i 1 1 1 1 1 I 1 i I 252 PERTY LI 13 TYP. DECK CROSS SECTION 3/4=1-0' 08200-19_T I (?W€ FOOTING DOES SLIDE N THIS CONDITION FOOT A. HORIZONTALLY: 1 � ����_ A_ =•Imp ' AT VERLB4R• W CC,RLL TEfCiif OF Td44_ 031,3 SHEET A, •4 SH EAR+ B'cc CDN 35HEET -V •� 4 HURL BAR •10 oc MIL e�� (DN 35FEET A-U SHED GRADE W _ D mom., 016. an' AU b Mg aim rII■ ! 2• 6• NTS OUNDATION DETAIL 3/4'=1-0' \ TOP OF J BAR F a{ e z 64ED GRAD Z..- L IDE M THIS I/2 CLEAR CLEAR FOUNDATION DETAIL 3/4 "=T-0" 5/d4ssi0' A13.®/ 252 c - STEEL PLATE .:._ - _•q• OL. (OTV.3 - • U1E(C'8?T ASNOTED CH SCTB)ILET - BEED realm •4 HORL 1341.23 • (DIY. 3 SHEET A-U SEE DETAL -.: FOR FOOTING DRAW (DN 2 SHEET A-0 (8).4 CONT. (DIV.3 A -U SOLID SIBS 5EE DE_TAL. _- FOR FOOTING DRAM . - .TRUCTI(N (DIY 2 SHEET A, 3/4 =T-0r OUNDATION DETAIL } TOP OF J BAR : c iA fzMlSTBEN 11 PLACEPRIOR TO FF- • if TOP OF BAR I/2' CLEAR 1 FOUNDATION DETAIL 3/4 f-O' (2) .4 BAR rrgee BAR + 6''" (DIV- 3 SHEET A -D m DAMP PRO(PNG ( DIV -1 614T Al) v (5).4 BAR CCNM. .•Iv.3 SEET A-U SEE •a AIL 9/P8ID FOR .• - • N CONSTRICTION (Div.2� - A -1) SOLID SIBS TOP CF FT. FOUNDATION DETAIL 3/4"=1-Cr TOP CF EAR IEITE FOOTING DOES HCRI32NfALL7_ TOP CF SLAB TOP CF J BAR mistED GRADE FOUNDATION DETAIL 3/4 =t-0' 12 4x10 A8. W/ 2'#'X3/16 SA. STEEL PLATE WASHERS • 4' -0 OL (DN_ 3 SHEET A -U EXCEPT AS NOTED CN SHEARUALL SC.VA. l' MN EMBED. (2).4 BAR+ TOP •4 HORIL BAR D' OL, I' -6' CORER OVERLAP (DIV- 3 SHEET A-U 4 vERT- J BARE OL., ALTERNATE BEDS (Div- 3 SHEET A -I)' TIGHTLINE DAMPROCFNG (Div - l SHEET A -U SEE DETAIL 9AGSID FOR FOOTING DRAM CONSTRCTDN (Div- 2 SHEET A -U SOLID SUBSTRATE (3) 4 BAR CONE (DIY 3 SHEET A-U 554x10' AB W/ STEEL PLATE AS NO I TE�14 4 BAR • TCP •4 vERt BAR K• OC. RAJ_ HEIGHT CF WALL (DIV- 3 SHEET A -I) DAMPPROCR. ( Div l SW Al) NE (5) .4 (2) AT TOE (DM 3 SHEET SOLD SUBSTRATE SEE DETAIL 9/P80 FOR FOOTING DRAM CC* (DIV 2 SHEET A -U •10/• SB. • 4'-0• A, EXCEPT fAEAR LA L T MN EMBED. 03900 -03 5)8•x10• AB W/ 2 /• S.O. STEEL PLATE « a q•_p• OL (DIV- 3 - A -U EXCEPT AS NOTED ... .. L FOOTING DRAIN DETAIL 3/4'4 -O" ND1E:. FOOTING DOES NOT SLIDE N THIS CONDITION, FOOTING SG, HORIZONTALLY. TOP OF SLAB NOT€ FOOTING DOES CONDITION, FOOTING HORIZONTALLY. TOP OF SLAB GRARLAR STRCTIRAL FU_ SEE SHE SPECFfC FUMATICN DETAIL FORFOOTIM CONSTRUCTER FABRIC. - KRAFT 500x OR ECLAL TIGHTLINE W4SE7 TB' mamma_ 2'-0' MN OVER FOOT. DRAIN 4" RIGID PERFORATED PPE (4S MN SLOPE) SONG? AB- W/ 2'2'X3/' S(2 PLATE RASHERS 4 OC -0' OL - (DM 3 SHEET A-1) EXCEPT AS NOTED CN SFEARWALL SCHEME T MN Etlf.D- (2).4 BAR•TCP 4 vERT_ BAR. 10' RILL RETORT OF WALL (DIv 3 SHEET A-U 4 VERL J BAR .5 66 (Div_3 SHEET A-U •4 HURL BAR •10'oc (DN -3 SHEET A, DAM ETd'HLF.f DNl5NT AD s• T.HULJFE -f �•4 HORLBM 3•-0 oc (oN- 3 SH13=T (6) .4 84R CENT_ (DM 3...ET A -U SOLD SUBSTRATE Si. DETAIL SA'60 FOR FOOTING DRAIN GINGRICH. (DIY 2 SHEET A-U 5/ANxl0' AB- W! • scl STEEL PLATE - - - • 4•42)' OL- (DIY -3. - A-U EXCEPT AS NOTED ? STEAM. l' MN REED. v_s- - s F r�T - c REED. s* (214 BAR •TCP vERT. BAR S OC, FULL HEIGHT CF WALL (Div. 3 SHEET A-U 5 VERT. J BAR GR 60. 5• oc �.. (DM 3 SHEET A -U TIGHTLY. NORLEAR 4'-0' +S'x 3 SHEET A -U 2 B. NES FOUNDATION DETAIL 3/4=T-0" FN.. GRADE NTS NF FOUNDATION DETAIL 3/44-17 TOP CF SLAB 4 HO. BAR •6 cc (DIV 351•ffT A -U TOP OF DAMP FROOF8Y3 ( DI C1 SW AU. W\ 5/8•x10' AB. W/ 25:253/16' STEEL PLATE WASHERS • OL. (DIV-3 SHEET A-I) A5 NOTED ON SCHEDULE T M 5/5•x10• All W/ 25CYX3A6' SA_ STEEL PLATE MASERS • 4• -0' DC. (DIV.3 SET A -U EXCEPT A5 NOTED CN STEARU4LL SCHEDULE l• MPt EMBED. (2)4 BAR • TOP vERT. EAR +¢ HEIGHT OF WALL (Div.3 SHEET A-U 5 WIRT. J BAR GR60• 6) oc (Div -3 SHEET A-11 DAMP FROM. ( DMIKITAUST6 4 NOR. BAR • 10' oc OVERLAP HEN) (DIY 3 SHEET A-U TIGHTLPE 64 HO. BAR 2'-0 I6'oc (DN 3 SHEET d-U 5EE DETAIL 9P& FOR FOOTING DRAM CONSTRUCTION (DIY- 2 SHEET A -U (6,4 EsAR CONT. SOLE suessiviAm 4 CONC. SLAB OvER 4 ROCK 554x60• AB_ W( 25:2•20/'._ STEEL PLATE NASH..G • 4'-0' OL- (D1v. 3 SHEET A-U EXCEF T TCP of KAT3 A5 NOi* ON SEARUNL! SLHEDILET.Mt•[ EMBED- 1 (2)•4 BAR •TOP I• vERT BAR 63 MKT ¢' oc (DN.3 SHEET A-U 5 vE2T -J BAR GSS0. EA oc (DN 3 SHEET A-U DAMP FR70FNG (DN_ 7 SHT AU HORL BAR • FY oc T6'. OVERLAP IMIE (DM 3SEET A-U 4 HO. BAR 3•-0'• TYcc (DIY 3 SHEET A-U NEE DETAIL 91.80 FOR To FOOTING DRAIN CONSTRUCTON (DM 2 SHEET A-U (6)4 BAR CONE (DIY 3 SHEET A, SOLD SUBSTRATE CONC. SLAB OVER 4' Rom OVER VAPOR BARRECR 5)8•x10' AB W/ 27073/' 5(1 STEEL PLATE WASHES • 4'-0• OL. (DN. 3 SHEET A-U EXCEPT AS NOTED CH SMARM_ SCIEDILE 1• MN EMBED. (2) .4 BAR•TCP •4 vERT- BAR • T0' oc, RILL HEI GH' OF WALL (DM 3 SHEET A -U 5 VERL J BAR GR60. 5' x (DN- 3 SHEET A-U 4 41CRL BARA -0" (DN 3 SHEET DAMP 5 4T 4) (DN -1 SHt AU 4 HORL E))T BAR • 70' a ION- 35TEET A -U N4 BAR CCNT -.. (DIV- 3 51EET A -U SOLID SUBSTRATE 4 CON). SLAB OVER 4' ROCK OVER VAPOR BARiICR 03300 - 08 NOTE FOOTING DOES CCFDTTION, POOR 14CRIZDNTALLY- z FINISHED GRADE FOUNDATION DETAIL 3/4"4-0" FOUNDATION DETAIL 3 /4=i-0' (2) .4 BAR TOP HORZ BAR EX OL- 1 CORNER OVERLAP (DIV.3 SHEET A-T) •4 vERT. J BAR I6' 0.C. ALTERNATE BENDS (DIV. 3 SHEET A-U I2•x10• A8- W/ 2•30X3/16' SR STEEL PLATE WASTERS • 4' -0' Oa (Div. 3 SHEET A-D EXCEPT AS NOTED CH SEARU4LL SCFEDI& -E l• MN EMBED. T.HTLINE DAMP i.(DIY. l SHEET A-U SEE DETAIL 9/PSID FOR FOOTING DRAIN CONSTRUCTION (DIY 2 SHEET A-)) SOLD SUBSTRATE - (3) •4 BAR CC. (DIV 3 SHEET A-U BAR • TOP vERT. BAR • ¢• OC, FULL HEIGHT CF WALL (DIV. 3 SHEET A -U •4 VERT.J BAR • 6' oc (DIY- 3 SHEET A -1) 4 HORL BAR • 10• oc (DIv.3 SHEET A -U DAMP PROOFING ( Div 1 5)11 Al) TIGHTLINE HORL BAR 3' -0' • 10• oc SHEET A -U (1) 4 BAR (3) AT TOE (DI, 3 SHEET A SOLID SUBSTRATE SEE DETAIL 9/P)4 FOOT)CG DRAIN CONS (DIV. 2 SHEET A -U TITLE JOB NO, P8.0 co w SC co / O w cc (1J 0 IL 4' R/OGED PERFORATED PIPE 20' PUBLIC UBU7Y/ PEDESTRLAN EA.S<7IENT 1 5' 1J17L /TY EASEMENT RE /MO CATCH BASIN .Q9 18 784 EX TB WP CH 3 12'� 1d PRIVATE .97FR E3YT Id PRYAIE DRANAZESCT 10' PROVE ORNNACEESIIT LI¢4YACEL0IT 10'RL3',C LIPANAGEETNT 15 NV .4 E91T 20' PUBL /C U7IL /7Y/ PEOES7R /AN EASEMENT 10' WALK /CURB U1TL/TY EASEMENT 15 PRNATE SENER B O4ANAGEESMT CB 3 CB 2 EX. RLcYERY Ex cur POLE EX. CONC WALL NOTE AS -BOLT INFORMATION IS AS OF 9/30/99. M ICE LIPS AND DRAINAGE ACCESS L/DS IN PAW-Alt-NT A.4( +W ATP. RAI FLEE/AWNS MAY CHANGE AFTER F1NAL GOER G " ASPHALT PALPEM£NT HAS BEEN APPLIED. \ o \ \ £ASPHALT X \ \ (ABANDONED) GRAPHIC SCALE TRACT "A" \\ \ WATER COURSE \', \\ \\ \ \\ \ \\ \ \ \ \` \\ \ \ \ \ CB 46 \ H% a° \ \ \ \, \\ 31 ( ° 31A \ \ \ \ t 318 \ \ \ \ 37C(TYPE //) \ \.. \ 33 \ ' '\ \ 34 \ \ \ \ 37 a \ \ \ 37A 171.21 \ \ 38 159.97' \ \ 39 15269 \ \. 40 15257 \ \ \ -7 ) s('" 40A 15310 \ \\ \ 41 151.72 \ \ \ 42(TYP //) \145.49 i \ SET 1\ VAOLT, 43(TYP //) 10626. 26 l 0.3 7 N 2' } '� 29 DP 1) 1 .94 138.59 12WE), 14324. (125) 131.44 (36-11119) 29A(TYP /1) 149.22 13772 (36NW), 131.77 (3B SE) 30(175 11) 14461 141.51. (OVERFZOW ELEv), 13481 (12Nw), 13031 or NE OUT) 731.96 (36 SE) HEVAULT A3 140.05 (N ACCESS) 14253 (MIDDLE ACCESS) 144.07 (S ACCESS) 30A DP 1 %.9 135 2 12SIV, 13572 (12 NE) 14452 138.77 127VE2138.77 (1275E2 21(TYP /1) 125.74 12975 T2S1V 12974(12£), 13124 (8 3S9 1 - (1SOU 22 121.73 11961 (12 f/A 11955 (12 12-4 LYlL iERT (2 47 w EX MEWS) REMOVE 154.90 153.55 156.00' 151.62 14589 15033 143.45 176.53 EDGE OF EX ASPHALT 15280 (12 NE) 151.80(12£). 150.0(121V) 1485 (12E0STNC) 14749 ( 14574 (12'17), 14554, (12V 145.31 (12Zw) C5#335 R/51 173.74 (12V 166.58 (12W2 166.31 (121v), 16525 (12-0 168.10 (1.2 15737 (12 15727 (72E) 14939 (1275V 149.14 (12NW) 150.43 (0VERELOW ELEV), . 14093 (HIVE OUT) 14082 (55 148.50 (72 8 NE), 14545 (36 SWJ, 141.35 (36 NW) 148.68 (8 139.85 (121), 139.77 (8 S) 13515 (8 SW), 138.07 (15'N„) 10516 (12 10300 (15 SE), 10291 (15 NW) 217.85 (W) 15512 (8 7514) 12817 (15 SE), 12508 (157Y1A EXPIRES 3 -15 -00 PLANNED RESIDENTIAL DEVELOPMENTAoFT lLA■ FOSTER %TIEW ESTATES SAP 1) '1 DUJARDIN ;p DEVELOPMENT COMPANT""alTER AN macRE ENTERPRISE EVERETT ?NONE: 334 -SOtb \ N. \ N PP 5/ LUM /NA /RE CO. WALK GRAVEL DR/ PP W/ BASKETBALL HDOP EX ROCKERY EX ROCKERY CIA ASPH. CONC DR %VE GR4VE1 OR/ PLANTER BOX GRAVEL DRIVE CB RE 9.122 /E B8.94 (242 L 4 ° R /OG/D PERFORATED P /PE EX CONC. EX GUY POLE � I 1 .� SOUTHGATE PARK RE 167.92 8 16.£03 (l2'.rEJ� � 164.81(12'NN) r� • � IY PLUGGED TO EAST F s \ ry \ N. \ 00 ( o \ \ \ \ \. f \\ \ B /OF /L 7R. 77ON SW.4LE SEED MX \ 21 • RU7 FESL7£ T "DOW .. Z PL4417Y .T SEVIIWAIA'W ITSRIGERLB@ 35 SO 99 \ \ R'1D)D® 155 \\ AV V25715 ALAI /DOE OF IX ASPHALT /E.IOG7IFCIXTM ALEtreadiVS PRAA9.95 .R7 SO de AFPY) D/SAIAOATA RAE a=6D111$44D£ 1177f AAGY7AaW1L MOW ad MOVES* Or NAME IE7L4lV REAM SLAT/ AS BM .ft Y (=1B4'LS ACV= (LL= OR AICN'A9 '9FANC SPAT Ravi (QECcN6 PALL AR 67AI5,2 S 0067/ MAW (C4ffi1e PTA 0 07AERS AS REWIRED BY 77£ 07): AMOREAC.W7S NAN AS CN7TAE (7IFYIA LAS REED CA/64 M= (F7iKAR1:SAWAVIYACE.Ij AAV PURFtE 1005E57RFE (IYINROM SAlleMMY SYN.0 FAY li ' USED LAMP ANY eIrett17TAA 1 EDGE OF EX ASPHALT .I5 92 Lis N01E 72 GAS LOCA1ED { 05 HEST EDGE OF PAVE-1 ED� A,SPHACT MENT SPEC /F/CA77ONS ALL JESEX SIML/ BE IN COWSPS/ANCE MTH JM' OOT (APWA) STANDARD PLANS AND SPES/7CABOYS /O4 RO70, B4/OGE AND MUNICIPAL CONS7RUCRON AND LHY 17./KINLA SWAM DRAINAGE STANDARDS CATCH BASINS aii BE TYPE 1 UAHESS 07HLF111SE NOTED. TYPE // CATCH BASINS FALL BE 54-NCH D/A. ALL TYPE 1/ CATCH BASINS SHAD HAYS LADDERS ANO SAFETY SRO'S ORA/NAGE P/PE SHALL BE POLYETHYLENE SMOOTH WALL NTLFILW (N -12 BY ADS OR EQUAL),, UNLESS 07HE4MSE NOS PVC PIPE SHALL BE ASIA/ 0 -3034, MP. 35 LY/P SHALL BE ALUMNUM. 15 GAL/GEE UNLESS OTHERMSE NOTED. CATCH B4.9N hi/LETS SHALL BE VANED GRATES 0171, THRU -CURB FRAME FOR .777541 CURBS (SEE KNG COUNT YDNC NO 2 -0TT, SHT C -18) OR ROLLED CURB FRAME AND CRATE (ST E ACING CLY/NTYDWG 50 2 -020 SHT C -18), AS APPROPRIATE CURB FRAME AND GRAVE (5/5 K /NG COUNTY DWG NO. 2 -020. SHT 1 -1B) AS AP PROR/A7E MATC7/ UNE EDGE OF EX. ASPHALT /I (ABANDONED) 08 10 S 125 ,100 o. Qi 124100 123400 CB ¢ NOTE: THE FOLLOHING CBS ARE ACCESS OR di/00170N STRUCTURES, NOT / NLETS, AND HAVE SOL0 COVERS.• 5 15 184. 188, 24A, 29, 294 30 40 40A, 4,1 . 46. CATCH BASIN DATA (1C FACE ar C MS Weir MOW ARl" 1PAESENEJ .02.6i2 R61/ ELEIi Nowfr1EV 1 22238 219.33 rev 2 218.48 21545 (54CS) 3 21200 210.67 (8'S,2 210.52 (57v) 4 20475 200.10 (8 20005 (5'N) 5 186.13 18122 (5S) 15113 (12NW), 18102 (12NE) 6 189.59 185.09 (12 E) 7 17477. 17173 (12 /7165 (127vE) 8 174.43 77140 (HMV 9 174.53 171.72 (B SE) 10 188.96 18354 (12 I 11 /5010 175.79 (72$1 175.6.9 (12 12 77930.... 17541 (12 SEJ' /7533 02 NK;570 13 188.38'. 184 (T2Nw) 14 183.20 17584 (1275E,NE) 15 17785 17411 (12Nw) /7409 (7255) 16 175.81 77355 (12 NW) 17336 (12NE) 17 174.55. 170.50 (8 SE) 18 17497 17004 OVERFLOW QEV) 17000 (B"NH! 15789(8 SE) 16057(367 W,SW,SE),160.67(8 - 01/ 184 17545 166.45 (8 SW) 16595 (12N1V 16065 (36W Sc Nc9. 16054(50/E awl 18B 17595 .17324 (12 Sw9 16065 (36-5E) 74 (12-NV 70" URLI7y EASEMENT M/ s17` 1#47.9 UAL/Ty EASEMENT AN 10 0&127 - x ... -.. 1dA1BYAIE 47154 EMIT 15HBYA1E0e4NAGE ARO SERER 65V/ NOTE AS BU /L T /NFORMA77 N /S AS O 9/30/99. MANHOLE L /DS IN PAI'EMENT ARE /N ATP RIM ELLEVAT/ONS MAY CHANCE AF7ER F/NAL LAYER OF ASPHALT PAL/EVENT HAS BEEN APPL/ED. UROTY EA50 /ENT piss - . \ . \ TRACT "A" SOUTHGATE PARK lQ KEYSRNE WALL EX SAN AW 09-30 RE 187-7 IE 787.6 ALL MAASSLYES SHALL BE CHAAIIII.D2 7D DE LiFOAW Cr 77E 51 ALL ALES STALL HAM LALOSPS AAD S4FE7Y STEPS SEMER PIPE STALL BE PK ASIA/ 0-.3 0.54 .S9W . f N. \ i \ R7 \ / \ % \ EX SAN NH /9 -31 RE 2054 IE2022(8 ° N. S &I/ EDO, OF EX A HALT SPEC/F/CA77ONS ALL Haar SHALL BE /V CONZYNIAACE INW 0S DOT wpm) STANDARD PLANS AAD SPECIFICADOVS F7A4 AAV NLAWCPAL LX %6'7RGC7KN; LY7Y a - R 1111A "SW /OW SEMEN CCA S7RGC777WU AA® LEHEZOPALENT STAADAROS AAW OIL ME SE'N ? 145111CT STAADARD SPi7>s'A^A77011S MAANOLES SHALL BE 48-A EN DIAIE7E7Q TYPE 7 MN mamma GLUES 7fiE A/40/1A1 fEIGJIT Cr DE L'A'SER ABOIE DE Lair SHALL BE 24 AM= 01CLIA9019 FRALE AM COME BASE SEDDON SHALL CONTAIN A PRO A/ID CONCAE7E C/i4 NZ VEEP CUSS S(/PIEW7ED PLASAC LAB' BY GIf LW? LTD G4 1$Y/AL De AV1fRT Q°' me CURET SEW? 57fALL 5E A AIWA/1W Cr a; fAE'T BEZON 77i AN /MEW E7fYAB NS EX SAN MH/9 -32 L'' RE 2371 �� . /E 230.1 tactoovisif� EX SAN NH /10-12 RE 10846 /E 10..90 (8 SJ EX ROCKERY 0 10024 (8 OUT NJ EX COYG WAIL NORTH GRAPHIC SCALE L 0 20 40 80 1 °= 40' EDGE OP EX- ASPHALT (ABANDONED) P /PE DATA MH NO . /41H NO- SLOPE 1 2 9.55X 2 EX 12.71X 3 4 6.51X 4 5 1.94X 5 6 1.73X 6 7 267X 7 11 1030X 8 19 1035X 19 9 8 9 10 5352 10 71 11.98X 11 12 14 12 13 8.662 13 14 529X 14 15 7.242 15 18 1520X 16 77 5.45X 17 75 2.24X 18 EX 14.46X 20 19 1573% CO (LOT 32) 20 122X e \ WATER COURSE r�WAIER COURSE h \ RAY L/ANHOLE DATA EX. SAN MH /70-31 1467 /E 1338 (8 01/TJ EX. SAN M/1 /10-52 RE 14086 RAY /E 14211 Or WJ /E 141.45 (8 SJ /E 141.35 (8' EJ EX SAN AIN /10-33 AN ALLEGRE ENTERPRISE EVERETT PRONE: 331 -5018 SEATTLE PHONE 743 -8140 MN NO RIM j INVERT EZEV 1 77622 171.6.9 2 165.99 15277 159.35 3 1r• - 18141 4 8330 17104 17287 5 77909 17429 17719 5 177.58 15463 15953 7 17479 166.96 155.72 8 189 181.20 9 1=70 170.42 17013 10 77227 15172 15142 17 168.67 159.22 (fR6M4 AIN 7) 15922 (FROM A4H 10) 15872 (OUT) 12 15793 147.90 14745 73 15345 14295 14265 74 14468 13548 13,518 75 135.60 13190 (FROM MN 14) 737.77 (750111.01 17) 13141 (06/7) 16 15338 14673 17 140 13547 135.32 18 12090 111.50 11095 79 78609 17563 (7508 Atm 20) 17554 (FROM AfH 8J 17514 (OUT) 20 19758 EXPIRES 3' -15-00 PLANNED RESIDENTIAL DEVELOPMENT' 0moF E •r"uAC ED �1q FOSTERVIEW ESTATES ' 6 C 1 2 DUJARDIN DEVELOPMENT COMPANY PEHMITCENTEq 53 z a lAwsrAnavi - 2 OAT ASSfIH 1'/12SSETAE 17 EDGE OF EX ASPHALT (ABANOONEO) TRACT " B NO7E DEFZECT 11147798VAN MAX Qr 25' PER .43WT AS NEIVED 7V LOCA?E MVIONLAN AS AIVACA7137 ON PLANS 5' rd4LA/2/71/TYEASE6 NT STANDARD NOTES 1. APAPOA?M.41E LOCAIXWS. Or E.11sThVC U171/7E5 HAW EEEAT 49TA4E0 FAav AYALABLE REOOPOS AND ARE SWAN FOR C4WEN6SYCE DE 02VAPACIAP SHALL SE RES.O.ISSE FOP [f7P,FE/CA OV OF LOCAIXW SWORN AAW FOP OSCONSFY OF PEE AD /DONAL °MIES NOT SHOW SO AS TO A DAMAGE' a? 1457U29AUCL AE C0h7RAC744 SHALL OOVTACT 71E 1172/7E5 U 227761 OC VD LOIC47XW CD/7ER 0-800-424-555V AM? ? 7o LL9i67RaC7Aait 711E OMER OP h7S REVESSY24771E S YAU BE OOVTAC7E77 F A 071/77 OAFL CT E1757S 2 CONTRACTOR SNAIL NO77FYLAS7RiCT EA4AAEE1P A AIWW Cr 48 NLZAPS NY A0191AE OF ALL REOVESI$ FOP STAA7N4 1E377/%Lr OR ASPECT/OIL I OO 7RACTOP LS RES°O15T&E FOR OOH7POL AT ATE' Or STAA7MR !L OOVIRAC701? .WALL FLOWN sva. IMAMS FUP ARY94OK(L 11497Er REWIRED BY 711E PETAL Si°EC/RCAllONS AND FOP VARIAR V FROM RE EAYBIEE7P5' ASSIZE 5 COV7RACI4P SHAD AKSTAU EVMPVINT N ALqORDAMW M/711 // A VAC)LRE7P5 RECOSIVEN5477ONS MO 0.25 SrEOF/O4770/4 ANS' COYQr 1UYA[A STAAUAAl7S 5 CONTRACTOR SHALL FORN/SH ALL 11A7E7%ALS 7. ALL If47ERMA/N PIPE SVAU BE DULIZ£ A4ON GLASS 52 FYL'71 -ON .A] YT OR AECl/AM^..IL ANT CEM ENT -LAZED (ANSY A21.4,2 EX7E77/4P CO341E27 11'711 Ca4L TAR 150M29X AKSTALLA,»N 70 BAY ACCORDAMSE MIN MANZFACTIWENY RECOIAEADA77015 ALL ,97Th S SHALL BE C A S T L ' ANO SHALL OONFUPA/ 70 APPLICABLE PO177515 CF ANSI STAA47AAV A21.14 A21.11, 5752 B16.4 AND A21.51 MIN A WARM MESS/RE RAMC Or 150 PS AAO IIdL BE CEMENT- L/NE12 d ALL GALE VAL TES 10 BE NUELLE72 AU HYAPAN1S 70 BE 1542152 1 CA5T may NECHANCIL ..*2WT mEEW C014.1010S RL`TX•f@°A 11. TAPPING SYEZIEY SHALL BE A/LEZLEY CAST AN 3241 EPDXY Q241ED S1E27„ OR ROVAC SST IM1H SUNLESS' S1EEL FLANGE 12 OONTRACRN /S RE3PONSVLE FOR 14729810 ALL E.12511110 APE MPES AS9 SIZES FOR (.LL/PL OL'YIWECTXNCS OY/T- -N.S,, AMD uw TAPS 13 3 1/2 PLOT N /NWOM AOIVY 01E4 ALL 1247E211,41N APES 14 DYEIEUXLR 70 PAY FOR STA7E; OO.W7Y AA0 PTYAK9°EC770N FEES 15 ALL AE7ER LOCATIONS' TO BE OLgPAHG4 MIR/ M47277 17577007 ,8125 5781<RN7EAO 717 AS ALL EA7S77MG RAF HYUPAN78 AAC MANS 70 BE OVE7PAIXWAL AM? 70 cauweassvr Lir CON67R/A:7A N 1St PROMS 3/4 SERVICE LA{E AM TAP A7Af1ECCI74I6 FOR EACH E.17S771Y0 N4717P METER 24 NAM/LW ALLONABLE OPEN 7757ICY' SHALL BE 47 FEET. 21. S1CCK RYLES SYAU BE CON17529 LW OW ALL PEPA S Qr PREO PITA77OYL 22 MOD/F/ED PROMS? OON°AC1/OY AAC 11457U% O4V77121 TEST REOYAED AAD COWS LYr TEST REPORTS SLE4077227 7V 711E D51Ri'T EVOMESE AU OOKoAC7IOV 4Ck7P PAWED NV 7RAFFV AREAS SHALL BE 958 MAMMY 170,57771/4907E9 PRO,IOP PS? ANZI D-155Z ALL O7IER AREAS 70 BE .f428 avow/ DE/WY AA ED R5GC1 W 21 AU VAL IESy FADE HYDRANT AND SE.71413' 7V 77. E AETER S7VP 70 BE 1=1 059 AS PART Cr AI PRESSURE AND PURITY 7E57S NO EIVEP7XY15: ',. .2 7RAFFAC OOVROY SHALL BE IN A CORDAA4E M71H COY OF 7DP, &A Ara4.99VIS 25 AU APE AND APPIS7ENANCL'S 7D BE 7257E9 70 WNW 10 FEET Sr ANY IZN9!ILrC77OY PON75 UNLESS OIHERNISE APPROLfV BY 19/444272 25 CONCRE7F RAT &OCSYTNS SHALL OF PRON4DE0 AT ALL B0169.5 7EE$ VAL ►ES OR OTHER AFPUR7ENANC S NEW ANIERNAL /T77Ot:S REOIME /i237AVNT. acoaave SHALL B W ACCORDANCE i 77 1V 0725 STANDARDS 27. 711E 1 371NO AND DLANFFCTXN A° DE MATER S)57EM SHALL 6E IMMO BY MO ,//2a CONCRETE OM CONCRETE WALL at CONCRETE WALK CONCRETE STEPS ROME Er B'AO CONCRETE OR /!E Carffr EX f 1 1P/6° If TRACT AN AB7�PTY[AE - AP GRAPH /C SCALE 0 20 40 80 1 ° = 40' S 13777i STR EX HYD EDGE OF EX. ASPHALT AN ALLEGRE ENTERPRISE. EVERETT PRONE 334 -5018 EXPIRES 3 -15 -00 a 96152.00 PLANNED RESIDENTIAL DEVELOPMENT CRY OF TUIMtlL,q po" CEP 7 7 >n • FOSTERVIEW ESTATES PERMIT CENTER DUJARDIN DEVELOPMENT COMPANY lilligii p§ ��A WI 1; W g ? � 4= s r gR$R'��R m °-.ilsv ; eltit � T2eilleli£q, S E AY''j�� ° Y6. r111 rr Ii � s Kip I dig' 1 rilliliqu.iki li 4,1e,!, !Jd : 11 1 ' f ql 6 Vli[g l Ii ti • a � 0 s - ia A it i 6 ! R -11 7 11 a r m 1 L 1 L g V qia:11 il € _� a t Y1 1, 1 4 1 gq 1 q 21 11 VI I g W€ '41111 1a 1 ; 141: ;ill Y i l a 4 1 , c /41_ t - In i Q e E a � Y� � ��� t J a g / ÷0, a Pa P P W; PPa@! 11 I 1 1 1 1 1 1 QI 4 Ili , a [ !a� gyp" iiii; �, lII w J! N i 60. tua 1111 aii In! 3 a' 1 w- i! i :;: mpn Pa °,� A�asonP i,,- nP a ay i�a ¢�p i €. i l ip s ^-� r '0 i 1 a le Via a e , ,. � pie li a 1�.R 111 s 11 �a 4 tt 1 i 11j f i w 1 N. 3 11 Itl li i if I 1 1 it 1 ' li il a 1 Al ' SHEET I I Kappler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 STANDARD CODE NOTES Date By Description \ n �, , .,, pR�C1URk � ti , rnrl'ruz L . , I WASNIN6fpN i_'__ - ' ` T HIS SHEET HAS BIBEN PREPARED FOR SINGLE FAMILY HOUSING TYPE V NONRATED CONSTRUCTION. THIS DRAWING IS 0 COPYRIGHTED AND IS THE EXCLUSNE PROPERTY OF THE ARCHITECT Br lilligii p§ ��A WI 1; W g ? � 4= s r gR$R'��R m °-.ilsv ; eltit � T2eilleli£q, S E AY''j�� ° Y6. r111 rr Ii � s Kip I dig' 1 rilliliqu.iki li 4,1e,!, !Jd : 11 1 ' f ql 6 Vli[g l Ii ti • a � 0 s - ia A it i 6 ! R -11 7 11 a r m 1 L 1 L g V qia:11 il € _� a t Y1 1, 1 4 1 gq 1 q 21 11 VI I g W€ '41111 1a 1 ; 141: ;ill Y i l a 4 1 , c /41_ t - In i Q e E a � Y� � ��� t J a g / ÷0, a Pa P P W; PPa@! 11 I 1 1 1 1 1 1 QI 4 Ili , a [ !a� gyp" iiii; �, lII w J! N i 60. tua 1111 aii In! 3 a' 1 w- i! i :;: mpn Pa °,� A�asonP i,,- nP a ay i�a ¢�p i €. i l ip s ^-� r '0 i 1 a le Via a e , ,. � pie li a 1�.R 111 s 11 �a 4 tt 1 i 11j f i w 1 N. 3 11 Itl li i if I 1 1 it 1 ' li il a 1 I1-6' / 9'-6 -I,4, - 1 I L / ,.�. 8' -9 i . rp I —J 4' -9 I/2' I 1 I ( l I C I _1 Deck P. WO OD I I i f FF -I J 1 -3' r ' / 6068 SGD / 2650 / r 2x8 WALL — 111 rn Q' -8 3/4' Unfinished Basement T' -3' 8' -4 114' ( Fp-t51 �pP' 1 FP -161 _ / Aa L I ^ iiiiiijjii Mill1111111illim 1 .0. 11 J r 1 r Garage ( FP-3) (FP -10) Ali 1 11 VP ' a n Anat. MD 69 EZIE I FP 24 ) t I' -1012' IA 16_3 ow. 24 41 4. 26' -4 SYMBOLS AND LEGEND FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CFM MIN. - KITCHEN 100 CFM MIN. -WHOLE HOUSE FAN 100 CFM MIN. VTOS WHOLE HOUSE EXHAUST FAN CONNECTED A 24 -10151 TIMER - 100 CFM MIN., VTO THERMOSTAT ® 50' ABOVE FLOOR 110v 5110KE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 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 TAN( AT WATER HEATER C. STRAP WATER HEATER TO FRAMING TOP AND BOTTOM. D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. \ WV, 2x8 CRIPPLE WALL ABOVE, TTP. WV, ( FP -I ) 1 DI 2x6 CRIPPLE WALL ABOVE, TYP VT GI: OVER RIDG RSIAA GLUED TO CCNC. S1B1 WALL- NOTE: 511E SFECFIC FOINOAT1(!4 PLAN TO BE UNCLUDED U 16 EACH LOT SPECIFIC PER PACKAGE FOUNDATI D2666 ‘ 1 GENERAL FRAMING NOTES I 1 KEYNOTES CONCRETE STEM WALL 8' WIDE WITH MIN_ IS'1T FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -1 CONCRETE STEM WALL 5' WIDE WITH MIN. 12'x6' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION, SEE DIV. 3 SHEET A -I CONCRETE SLAB ON GRADE SHALL BE 4' THICK STEEL TROWELED FINISH, W/ 6x6 1.4x51.4 WALE ON 4' GRANULAR FILL SLOPE 2' TO POOR PROVIDE THICKENED EDGE AT DOOR SEE DIV. 3 SHEET A -1 6x6 POST ON CB66_ I" ABOVE SLAB 014 36'«36S31' MAT FOOTING ON SOLID SUBSTRATE W /(4)'4 BAR EACH WAY - 5EE DIV 3 SHEET A -1 CRAWL SPACE VENT, SEE CALCULATION BELOW! SEE Div_ I SHEET A -I 6 ALL CRIPPLE WALLS ARE 2x6 OR 3x4 a 16' o.c UN.O 14' MM STUD LENGTH PER UBC SEE DIV. 6 SHEET A -1 4x10 BEAM LINE. MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE DIV. 6 SHEET A -I 4x4 POST (SCAB POST AND 5E411 WITH 2x4) CN SO' FELT ON MAT FOOTING LINO. PROVIDE 4x6 POST • BEAM SPLICE 11 POSITIVE CON- NECTION FROM POST TO FOOTING- PER DETAIL 16/DI. 5EE. DIV- 6. SHEET A -I 6 MIL BLACK POLYETHYLENE 5150650 COVER ON GRADE SEE DIV. 1 SHEET A -I ELECTRICAL SERVICE: PROVIDE (1) 2 52' SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND (U 5 /8'x8' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING SEE DIV. 16 AND VERIFY W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, HVAC, ETC - AS REQUIRED 18'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE Div. 010022 SHEET A -122 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST. 24'X24'51' MAT FOOTING ON SOLID SUBSTRATE W/ (2) •4 BAR EACH WAY OR 12' STRIP FOOTING PER DETAIL 16/01 ( FP -I ) FP-2) ) FP -3 ) ( -5 ( FP-1 ) FP - 8 [ FP - 11 ) ( - I 0 ) (FP-II ) FP -I2 ) ( 55 -13 ) (FP -I4) 5P -15 30'0' X313 MING ON SOLID SUB5IRATE W /(2) M ' BAR AT 540 WAY OR 15' STRIPF001114s ( F - 1 6 ) (FP -rr (FP -15 ) FLOOR JOIST SEE DIV. 6 SHEET A -I 4. BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 51-EET A -I PROVIDE SOLID BLOCKING THRU 2015T SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE DIV. 6 SHEET A -I ( FP - 21 ) MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MIN 18' BELOW SURROUNDING GRADE ) FP -19 (FP -20) ( (FP -23) FP -24) I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3- SEE COVER5HEET FOR ALL NOTES AND REQUIREMENTS CONCE F4NC- MECHANICAL PLUMBING, AND ELECTRICAL 4- TRU55 DESIGN BY MANUF TRUSS PLAN SHOWN IS 5015 555115552, L,4 ONLY SEE DIV 6100 SHEET A -1 - .TRUSS LOADING SEE DIV_ 010001A SHEET A -1 - TRUSS SPAN PER FLOOR PLANS .. - TRUSS TYPE PER ROOF FRAMING PLAN 5_ ROOF FRAMING SPACING, 24' oc_ UNC_ 6_ ROOF PITCH - EXTERIOR PER ELEVATION IN INTERIOR PER SECTION - 1- RAFTER TAIL 2x4_ VERIFY. 8 ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9_ ALL HEADERS ARE 4x10 D5 2 11110„ PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN .AND (2) TRIMMER STUDS OvER 4` -0' LINO_ SEE DIV. 06100 SHEET A -I PER DETAIL 16/DI. 36 MAT FOOTING ON SOLID SUBSTRATE W/ (2) 4 BAR EACH WAY STUB STEEL 12' INTO SLAB ®12'oc 3' DIAMETER STEEL POST EDGE OF CONCRETE SYMBOLS & LEGEND o� POINT LOAD FROM ABOVE 0 POINT LOAD FROM ABOVE W/ LOADING ,.. 15 POINT LOAD TRA 551515 NG 0011.14 - - IZIK POINT LOAD T12AN5FERING DOU-N W/ LOADING HANGER POINT LOAD TRAN5FERED BY KICKER 4 ' < HOLD DOWN WITH SIZE DESIGNATION ° �,>t VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW ST, _ HORIZONTAL STRAP WITH 51ZE. DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL 1 1 WALL ABOVE WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS- CITYOFETUKWILA s 1' 5 2;ir ,.. PERMIT CENTER r cc S F rn d w f�2 1 x XI w En E F 4 Q Ci w F Q O 0 0 (n 6 42 Q m 7 BASE PLN B2000 -059 99090,22 >* 1\4) . IQ I SHEET (BASE PLN 82000-059 �: 9-90A M . Kapp ler Archi tects, P.S. Ra 14311 SE 16th ST, Bellevue, VVashington 98007 (425) 641-5320 * Fax (425) 641-5318 ..—.....—... DUJARDIN 2 l a t w El y MN esoptn nwiTeE REMSTERIll , ) INCIIIIICI Iffol , ' --. r I 10:01NGION L --- --- PLAN #2246 FOSTERVIEW ESTATES THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT ................ INN or NM L 11 CI) oli 11111111111111111111111111n MOIL m MIN U1 la MIMI NMI 71 1 1 T K:\KAA\99\99090\9909022 02-25-2000 122214 Sheet Mf VVorkstation: PaulM 11111111111111•111 1111111111MIE Jaisime Imam mmillim TEEM 111111111111-1J Wei WWI mom rimlimonn ImEstu-sigh im mum men 1, 1021 jimposempli. )7' 1 6 1 ! p P p F P .0. m M T F 5N hi 4 -g 1 ' sTl $;, `cs ptp 2€ M 4 9 ! - p 8 OA r € p g 1 L w R 2 TJ tTJ z '71 Tn r P -4 , Nook •` ' DW3 T ,0•.99 1 . VINYL (P-2) Kitchen 9 VINYL T \ J e I PEE• ( Family n7 CARPET `'���'JJ Gk I (P -12) P (5)S4LV I _I_ ___ i C� 2x6 WALL DN ` \ \ Alk IP (P`3) HR Ilrjr D C m ARPET 8 . - in . 3 . -4 . (P -IS Lfl/ Vi Jm \ :n 06' Mat WAIF SILL mlSOOD CAP ... 2.5 WALL / k-5 VT 5CHAFE 2! 6 -I2 Pwdr. Pwdr T .: _ qp I F _12 1 ® _\ • L V VINYL l 1 En 1P NR "D").�7 g/I O .4 ' FflaN ml - - EMU 5 V2' 2` -T' P -2 ) 3 V2 1 P -8 ) ) f P -R ) IGEN Porch 2. e .9 DUI E-,OL (P-ts ) ( P -6) QO CONC■ 5' -r ,. 2'- S' I'- 21r2 1 P-9 ) a ge r P - I ) r l 160 01410 DOOR 1 P -16 1 ,UI E•,01 L. SYMBOLS AND LEGEND ❑F FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CFM MIN. - KITCHEN 100 CFM MIK -WHOLE HOUSE FAN 100 CFM MIK VTO5 WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER- 100 CFM MIK VTO QT THERMOSTAT ® 50' ABOVE FLOOR 0 1I0v.5MOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED m 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: FER DIv. 1526 SEE SHEET AI RJRN A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE TI- E:RI'1AL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING TOP AND BOTTOM. D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING L % OF GLAZING 2246 SF 262.2 SF 11.7 $ SF. IS ,LCULATED USING THE REQUIREMENTS SET FORTH J THE WASHINGTION STATE ENERGY CODE REFER O ADDITIONAL DOCUMENTATION TO SURFORT METHODOLOGY OF PERFORMANCE COMPLIANCE 2' -0' MO 2 P -16 b' -3' 9'$' 24' - 0' 2 ._ 4 . D I% Deck PT. WOOD 26-00 T -111' _ 2' -11 5'-10 12' I2 MAIN FLOOR PLAN 1 GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES ( � OCCUPA-cY SEPARATION: � - APPLY (1) LAYER 5/5' TYPE 'X' awe. TO ALL WALLS AND CEILINGS CF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS APPLY C2) LAYERS TO TRUSSES AND TJI FLOOR JOIST- SEE DIV 010025 SHEET A -1 1 3/8 MIK SOLID CORE DOOR 1.1.1I30 SELF CLOSER. TO BE TIGHT FITTING SEE DIV 010025 SHEET A-I STAIR ASSEMBLY NOTES= PER 1160 SECTION 1005 - A. HEADROOM MIK 6' -8; WIDTH MIN. 3'-0, 5. - TREADS 10" MIK DEPTH, RISERS S MAX HF C. HANDRAIL MIK 34 TO MAX 38' ABOVE TREAD NOSING, HANDRAIL 1 I, MIK TO 2' MAX CROSS SECTION DIMENSION AND 1 1.12' MIK CLEAR FROM WAI I , RETURN RAIL ENDS D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALLS) E COVER USABLE SPACE UNDER STAIR WI 5/8' TYPE 'X' GILES (2) LAYERS • CEILING AREAS 0 INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS SEE DIV. 010020 SHEET A -L SAFETY GLAZING PER I1BC, SECTION 2406 A WINDOWS WITHIN IS' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D- GLAZING IN DOORS E WITHIN STAIRWELLS F. WITI -IN 5' OF TOP OR BOTTOM OF STAIRS SEE DIV. 08800 SHEET A -3 EGRESS WINDOW PER UBC, SECTION 3304 SEE DIV_ 08600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE IS MIN, ABOVE TOP OF SLAB SEE DIV 8 SHEET A-1 COVER WALLS ADJACENT TO TUBS AND SHOUTERS 131014 NON - ABSORBENT MATERIAL TO T0' ABOVE DRAIN INLETS. SEE DIV. 09250 SWEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8' MAX RISER WITH 10' MIK RIFN IF MORE THAN (3) RISERS HANDRAIL REOIIR 0 PER UBC, SECTION 1006 SHEET A -I 18 324 CRAWL SPACE. ACCESS INSULATE AND WEATHER STRIP. SEE DIV_ 010022 SHEET A-I 22'x30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE INSULATE AND WEATHERSTRIP_ SEE DIv. 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE 1 P - P -3 ( P - ( ( P -6 ) ) P -0 ) ( - ( P -9 ) P -10 ) LP - II [ P -12 ) ( P -13) ( P -14) ( P -I8) ( P -19 ( P -20 ) ( P -21 ( P -22 ) ( P -23 ) 1 SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS 2. ENERGY AND AIR OUAILI00 INFORMATION SEE DI, IT SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE D1V_ S SHEET A-1 4. SEE TYPICAL MATERIALS LIST ON 5ECTIoN SHEET 0 SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CCh10ERNING MECRANICAL PLUMBING, AND ELECTRICAL WALL LINE ABOVE WALL LINE BELOW P - FIREPLACE ASSEMBLY NOTE6 A DIRECT VENT FIREPLACES, INSTALL PER 3104 SPECIFICATIONS SHALL CONFORM TO UBC REQUIR31.1T5. SEE DIv_ 010028 SHEET A -I 6. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. 5EE. Div. 010028 SHEET A -1 C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE Div. 010028 AND 9 54-IEET A -I D. 5 /8' TYPE 'X' GUS CN HOUSE SIDE CF 014ASE CLOSURE TO ROOF SHEATHING. 1 x_ 1 SAM DRIVEWEE 573E PLAN AYS FOR EXTENT OF WALKS 1 P-Il 3' DIAMETER STEEL POST 36 GUARDRAIL PER UBC 5092 A AT STAIRS SLOPES AT 36' ABOVE STAIR N051NG5. B VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE Div. 15 SHEET A -1 PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 246 STUDS W/ R -19 INSULATION MIN. SQUARE FOOTAGE MAIN FLOOR UPPER FLOOR UNF. BASEMENT TOTAL GARAGE DECK /'(PATIO 995 SF 1251 SF 950 SF 2246 SF 503 SF 139 SF SQUARE FOOTAGE 15 MEASURED TO TI-10' CUT5IDE FACE 00 WALLS. STAIRS ARE OPEN TO 8E 0 1! SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS_ 0 ffYOFTUKWILA FIECEIVEti 00`.130 CENTER z ti 3) 8HEET A3 4909622 tabor): PaulM 1 99050. 1 A4 l I SHEEI I IBASE PLN B2000-059 P TITLE JOB Imo.: ... Kapp ler Archi tects, PS 14311 SE 16th ST. , beilevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 DUJARDIN Date By ri ew ption 213 Ma - ii. EIT r PW Se • \ HC IIK1 „...., ' AMUR ASIIINOUN 11111 NI PLAN #2246 I POSTERV EW ESTATES THIS DRAWING IS 0 COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OP THE ARCHITECT MINIIIIMINHIMINIMMNIMMIMMOMOPPINAMMAINIMINI ANIMMIIIIIIIIMIM11.... INN Ili IN MIIIIMEN1 liM11•1111111111111 Illimmin MINI MN Iltillkill11111111 1111' ii = = =,111111kilE11111 MN IiiiIIIIIIIIN •. II I NN MIIIMMITM1111111111 III A% NMI IIININBTirprIIIIIINFNMII IN MO WA I 11111111111•111 i Ili INAIRIM111111111111111 11111,1111111=201111.1111111111111 INIThill111111111 rillaNiallalln111111111111111111111111111 MIIIIrlimr- -----/ 11 111111111MINIMININ two k rad g DEN. 22 Ki KAA \ 99 \99090\9909022 02-25-2000 12:2236 Sheet UF Workstation! PaulM 6 8 7E' 7 . 1 0 I) ,,''' r di l l P 9 L W - - 0- P 'HE p;, 1§§ h 4 q ti el h, 11 r l 'pq . h g im 0 1 1; IA' ! qi r19 8 m 1 0 , i ! : ,, -4 , g p si b 2 IP nt 6 V i .' $ p 2 $. 99090.22 I 1 PASE 'PIN B200Q OS9I S «! . L IL /o 2 �LJ - .. � . 1 1IILE Y I Ka er Architect P S pp� 14311 SE l ST, bei Bellevue, Washington hington 98007 (425) 641-5320 * FaX (425) 641-5318 ro ��f w Desolation '• kE�IS,iRku A RCNUFCi_.. WA HI GTON .� � 2 ., r � 1■ Mimi' > T A ro �I PLAN #2246 FQSTERVTEW ESTATES THIS DRAWING IS 0 COPYRIAMTEI? AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT ____ al o�fP I 6,. i 1 lik r. . 2X U4LL POR H AC — �� .� 9, S \ •� o ' A - M -0 � 0 2' HALRUALL X42' H a i 1 `�� � % CO J w 99090.22 I A51 PASE 'PIN B200Q OS9I o: A 1 1IILE Y I Ka er Architect P S pp� 14311 SE l ST, bei Bellevue, Washington hington 98007 (425) 641-5320 * FaX (425) 641-5318 ICI N Date w Desolation '• kE�IS,iRku A RCNUFCi_.. WA HI GTON .� � 2 ., Mimi' > T MIN PLAN #2246 FQSTERVTEW ESTATES THIS DRAWING IS 0 COPYRIAMTEI? AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT 1 g o r 90 \990902.2 02 -25 -2000 12 :22:45 JP Workstation, PauEM / / 2'- II1/2' 9'-3 V2' 13' -6 1/2' r —J 5' -4 IR' 1 504 F I I L 5 1/2' 14' -8 1/2' 4 49' -3' 46' -3 1R' 5'- 14' -2 1/2' 9' -2 1/2' 12' -11/2' ROOF LINE _ LOW - WALL LINE BELOW 49' -3' 2 35'-8 1/2' 2' -1 1/2' 11' -4 1/2' rT, F ROOF VENT CALCULATION BASED ON 3 2 -1/2 HOLES PER VENT BLOCK 7200E VENT CALLS BASED ON UBC SECTION 15053 TOTAL ROOF AREA 1 25 1 5F/300 =4 SF OF VENT AREA REQ. 100 % AT EAVE = 417 SF REQUIRED 0 % a 36' (MIN) ABOVE EAVE = 0 SF REQUITED 0 ROOF JACKS AT 50 SQ. M. EACH =O SQ. IN 0 SF 150 LF. OF EAVE VENTS AT 52 Sa INJLF =710 SQ. 1N. SF 0 GABLE END VENTS AT 0_ x fl__ .0 Sa IN. =O SF GABLE END VENTS AT x = SQ 11,0 SF 1 GABLE END VENTS AT 'B DIA. = 24 SQ. IN. =33 SF TOTAL VENTS PROVIDED ROOF JACKS = 0 SF SAVE VENTS = 5.42 SF GABLE END VENTS = 17 SF TOTAL SF OF VENTS PROVIDED = `M`3 5F • AREA MAY BE V300 IF A VAPOR RETARDER 15 INSTALLED ON THE WARM SIDE of THE ATTIC INSULATION. UBC 150532 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO 1/4' MESH UPPER ROOF FRAMING PLAN DZAPO vei F 1/4,1 -0. 1 GENERAL FRAMING NOTES I 1 FRAMING PLAN KEYNOTES ( F -I F -2 F -3 F -4 5' F -6 1 F -1 1 F -5 I 3 � F -10) 1 F - II 1 F -12 l F - 13 3 F - 14 3 F -I5 1 SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LEST ON SECTTON SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMB., AND ELECTRICAL. 4. TRUSS DESIGN Br MANLF_ TRUE PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE DIY. 6100 SHEET A-1 - TRUSS LOADING SEE DIV.'. 010001A SHEET A -1 - TR755 SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING FLAN 5. ROOF FRAMING SPACING, 24' oc UNO_ 6. ROOF PITCH - EXTERIOR PER ELEVATION INTERIOR PER SECTION. l RAFTER TAIL 2x4 vER1FY_ o ,ROO - .- 1D RAKE OVERHANG PER ROOF PLAN. 9. ALL I- IE4DFRS ARE 4x10 OF • U•D PROVIDE !I) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4'-0` UNC3_ SEE DIV. 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING SEE DIVJ5 SHEET A -I RAND PONY WALL ON TOP OF LOIIER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. 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 CF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JO15T5 TOP OF BEAM 15 FLUSH WITH BOTTOM OF JOIST 1)1TH 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 DWG. SEE DIV. 06100 SHEET A -1 SEE ELEYATIGNS AND SECTIONS FOR PLATE 441GNT PRESSURE BLOCKING SEE Div. 06100 SHEET A -I FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAT, EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOUN BELOW JOISTS 2X6 OYERFRNMING ® 24' OC 2X6 CEILING JOISTS o 24' OC SYMBOLS & LEGEND 0 , POINT LOAD FROM ABOVE ▪ POINT LOAD FROM ABOVE W/ LOADING 5 POINT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOWN W/ LOADING y`v v r- e HANGER POINT LOAD TRANSFERED BY KICKER Q 4 7 HOLD DOWN WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION Q TO BE USED ON FLOOR BELOW STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION INDICATES BEAM' CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL r WALL ABOVE 3521122=Et WALL BELOW NOTE, UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS CIT VOFTUK K WILA 4 , + tJ t PERMIT CENTER ROOF VENT CALCULATION BASED ON 32 -1/r HOLES PER VENT BLOCK ROOF VENT CALLS BASED ON UBC SECTION 15053 TOTAL ROOF AREAl251 5F/300 -0.17 5F OF VENT AREA REQ 100 % AT EAVE _ 417 SF REQUIRED 0 % s 36' (MM) ABOVE EAVE = 0 5F REQUIRED 0 ROOF JACKS. AT 50 SQ. IN. EACH =O SQ. IN.= 0 SF 150 LF. OF SAVE VENTS AT 52 SGL IN/LF =780 SQ. IN.S42 SF 0 GABLE END. VENTS AT Q. x Q = 0 SQ. IN. =0 5F _ - GABLE END VENTS AT x = SO_ IN.. SF 1 GABLE END VENTS AT..'IS DIA =24 SQ. IN.=33 SF TOTAL VENTS PROVIDED.. .ROOF JACKS . 0 5F EAVE VENTS - 542 SF GABLE END VENTS ..17 SF TOTAL SF OF VENTS PROVIDED = 558_ 5F • AREA MAY BE 1/300 IF A VAPOR RETARDER I5 INSTALLED 014 THE WAR SIDE OF THE ATTIC INSULATION. UBC 150532 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO 1/4' MESH @7CF LINE BELOW. SYMBOLS & LEGEND 801148 LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING._ N POINT LOAD TRANSFE5855 DOWN QY POINT LOAD TRAN5FERING DOWN W/ LOADING HANGER POINT LOAD TRANSFERED BY KICKER l HOLD DOWN WITH SIZE DESIGNATION h�`�? 5NTICAL STRAP WITH 5105 0ESIGNATION 2 TO BE 11550 FLOOR BELOW STxx _ HORIZONTAL STRAP WITH SIZE. DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER - EXTENT: OF 514EAR WALL TYPE OF SHEAR WALL 1 WALL ABOVE VESEEEt WALL BELOW. NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN: TF1E5E DRAWINGS BASE PLN B2000 -059 2' -0' UPPER ROOF FRAMING PLAN 1>Z140-0 SCALE'I -0 1 GENERAL FRAMING NOTES 1 1 FRAMING PLAN KEYNOTES I F -I F -2 F -3 F -5 F -6 F -7 F -S - 1 F-I0 l F -11 ) F -I2 ) l F - 13 F - 14 1 L SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSFIEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL 4. TRUSS DESIGN BY MAMIF. TR1.55 PLAN 5140WV I5 FOR GENERAL LAYOUT ONLY SEE DIY 5100 SHEET A-1 TRUSS LOADING SEE DIY 0100074 SHEET A -I TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' ac UNO, 6_ROOF PITCH - EXTERIOR PER ELEVATION INTERIOR PER SECTION 1. RAFTER TAIL 2.4. VERIFY_ 3 . POQF RAKE OVER1-4ANG FER ROOF PLAN. 5 ALL HEADERS ARE 4x10 DF'2 UND PROVIDE '1) TRIMMER STUD UP TO 5°AN AND (2) TRIMMER STUDS OYER SEE DIV 06100 51-IEET A -I BACK FRAMING AND 50TFIT AREA 40 REQUIRED TO ALLOW FOR HVAC DUCTING, SEE DIVJ5 SHEET A -I RAKED PONY LUAU_ ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. 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 EXTc8405 UP ABOVE JOISTS TOP OF BEAM 15 FLUSH WITH BOTTOM OF JOIST WITN NO TOP PLATE GUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET A -I BOOR JOIST - SEE SCHEDULE DWG. SEE DIV. 06100 SHEET A -1 SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DN. 06100 SHEET A -I FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF J015T5 TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTEND5 DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DO. BELOW JOISTS 2X6 OVERFRAMING a 24' OC 2X5 CEILING J01575 s 24' OC CITYCF.TUKWILA Si :J.' RER MITCENTER z L SIDE ELEVATION 5rala us.r -m' 111111111111111111 'J111111111111 11 MAN FLOOR TOP PLATE U■L NOR HGT. LOWER FLOOR, REAR ELEVATION SIDE ELEVATION Scale V8' =r-0' s m 9 6' HORZ. SONG m SHINGLES (DIV: :010005) 30# BUILDING PAPER 7/16 OSB OR EQUAL PER PLAN R -30 BLOWN -IN I/2' RESAWN PLYWOOD GWB TOP RATE GARAGE ■IIIi : 41113111411111109111111111111h, 5 � ..alin1111m11mn1n0:.mn1llm., .01111m111m111f,I1IIIM - -- `m•ni .411111ti1n11111n11fliiww g il M ak, 1 1111111111► -_ .11111Ir1111�f11111 1—I �� � iii11111 ,.d l �l l�. ... _...111111111111111111111111111111111w - minmuim sImi n' ��11111■ 1111 /I1tI1I111i111111�1 unmet.._ 1xv TRIM- TTP- o ■■ a I ■■ i ua ®® ssssss>• ` . its ■■ � i■■ - ION ■® ® - NNI — MIN 2x3 STOOL 77P. ■■ ■■ Ca IE� ®� f 2x3, 2x4 COWER ... MB ■� M® ® � BOARD5, r/P- ( 11II11 (111i111f(I111111111,1111T�+ Immiti►11n1I1111111111mRai.an ■111111•111IIu 111111111111111111111 11 11 1111111I11I11I1111mIh11I11I111i11111 111I1m111m1um111111111111 , nnmIIIIIawIiinI11i1I1111fl1I111In/ t11uml11L1m /IUIII/1111uII/IIIII11LNn 5 Ii11nII11IIIi1mI81m1I1In1I1InII111n1I1m1IIIn1I111I111IU11111 ;1111II1/11IU/111ny , Garage FRONT ELEVATION FLOOR JOIST5 PER RAN Unfinished Basement SEE SITE PLAN FOR SITE SPECIFIC FOUNDATION INFORMATION TOP RATE WIN HOR. MGT. W'PER FLOOR Kitchen TOP PLATE WPL R 03 BASE PLN B2000 -059 TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: �IV 7) BUILDING PAPER: SHEATHING: (DIV 6) FRAMING: (DIV 6) INSULAT (DIV. 7) SOFFIT: P(DIV. 9) EXTERIOR WALL CONSTRUCTION SIDING MATER?Ai • (DIV 7) WOOD SIDING (DIV. 01005) BUILDING WRAP. (DIV. 7) 15# BUILDING PAPER SHEATHING: (DIV. 6) 7/16. OR EQUAL FRAMING: (DIV. 6) 2 x 4 STUDS AT 16. 00 INSULATION (DIV. 7) R -13 BAIT W/ INTEGRAL VAPOR BARRIER GWB: (DIV. 9) 1I2• GWB FLOOR CONSTRUCTION FLOORING (DIV. SUBFLOOR: (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV. 7) SOFFIT: (DIV. 7) TRIM:(DIV. 6) WINDOW HEAD: 2x6 (WITH - NO BRICK MOLD) JAMB: x6 -. . CORNER BOARDS: OUTSIDE: 2x4,2x3 FASCIA 2x8 UNO FINISH PER PLANS (DIV. 01005) 3/4' T &G (PLYWD, COMPLY, OR EQ.) PER PLANS R -19 BATT 1/2' RE-SAWN PLYWOOD OITV OFEIVEO T'UK4VILA SEP G S li'n8 PERMrrCENTER } SHEET A 7 W 0 �u FINISH GRADE I6' 17 APA LATERAL RESTRAINT PANEL 13 CRIPPLE WALL o FOUNDATION t 3/8 "=T-O 1100.08100' 2 3/4 =f-0 06100. 03300- 08_TJI N TOP \ CF SLAB a TOP OF FT 2 ' -4' S ' 8' FOUNDATION DETAIL 3 /4'=f -O' NOTE: BASEMENT SLAB MUST BEN PLACE PRIOR TO RJLL BACKFIELD. CF WALL NO INSULATION BETU.EEN BASEMENT SLAB AND STEM WALL TOP OF SLAB 3' -2' 8' 1' -0' FODU'IDATIOF DETAIL 3/4 "=T-0 t 2x n 2X4 TOP PLATE GARAGE DOOR TOR (SEE FRMG PLAN FOR SIZE) NAIL SHEATH.* TO HDR W 8d NAILS• 3' OC.• SFR WALL LOC UNO.. SR WALL SCHED. 2 -2x4 STUDS-NAIL SHEATH'. LLV Ed NAILS• 3' O.C. TO EACH STUD .0 ON SIR WALL SKIED. NAIL 8c1 NAILS • 3' OC. +: ALL PETS. HID%+ STUDS UNO .. ON SR WALL SOED. 2 2x4 AT ANY SHEATHING JOINT 1/16 OSB. SHEATHING (MIN.J SROM STRAP TE ANCHOR (NAIL TO BOARD FORM BEND UP AFTER CCNICRETE CURES/ USE 38 -16m2 V8 NAILS EACH WHO. 2 -2x4 PLATES. NAIL SHTG. TO EA PLATE.. (2)5 /8'r AB. Si TTRST EMBEDMENT UND. ON SR WALL SCAM CONTNUOU8 FOOTING TY.xNtLCE DAMP PROOR. (Di l SHE AV CLEAR .m-ilml =111m =11111 =11111_III EINE 1 =111 1imil�mn�lr( =mm_ R1111E111111_u11E11u .= Ux 1111111 111=11 IT = - nllll lmrnim =l =' .11= 111111 - 11111- CNH1E1111F 511_ W 10' AB. 27076/6 ST ' -0 EEL PLATE LUS TERS M IDN 3 SECT A -U EXCEPT AS NOTED Qi SEARUALL SCtEDILE r MN HEED. (2 4 BAR • TOP 4 %FRT. BAR• TC ac, RILL HEIGHT OF WALL (DN 3 SHEET A -U • vHRiJBAR• (Div.3 SEES A. DAMP FROMM ( DN. l SHT A) 4NCR,. BAR +RIO oc OVERLAP MN) (DN.3 SST A -U 4' FER FTG. DRAIN EU/FLTER IN 24' GRAVEL BID. (DI 2 SHEET A -U (4)•4 BAR CONL (DIV 3 SHEET A. SOLD SEBSTRATE 4' CON_ SLAB OVHR 4' ROOK OVER vAPOR BARRIER 5/8'+x10' AB. ulT 2'2076)16' SR STEEL PLATE tasma 0 4' -0' OC. (DM 3 SHEET A -D EXCEPT AS NOTED ON ...TALL SCHEDULE r MN EMBED. (2) •4 BAR • TOP •4 Y BAR •10' oc, RILL HEIGHT CF WALL (Dl,3 SHEET A. vHRLJ- BAR•S• UN,3 SST A. •4 MORT_ BAR •10' (DM 3 SITaT A -U •4 BAR • U' oc (DIV 3 SHEET A -I/ (5) •4 BAR CONS. (Div.3 SHEET A -V SOLID SUBSTRATE. 4' CC. SLAB OVER 4' ROCK OVER VAPOR BARRIER ADD BARS TO HATCH REIFoRCPt PER PLANS LEE CF EXCAVATION. 0 STEPPED FOUNDATION DETAIL N.T.S. 03300. 00000 -25 I' �IilfrlllN 0 = illlI i1I . TIP. FLOOR RRAMWa FER PLAN (DM 6 SHEET A -U BLOCKING OVER BEAM BEAM PER PLAN TIP. FLOOR FRAMING PER PLAN (DIV b SHEET A -U TIP. FDREROR WALL CONSTRICTION FER PLAN (DN.6 SHEET A -U LOCATE SWAMP. e CON MEMBER JOMi OMTM RCM BOARD LOCATE SHEATHPG JOINT • Ca'PILN NEMER CRIPPLE WALL FER PLAN SEE FaNDATION DETAIL(5) TIP. FLOOR FRAM. PER PLAN (DN 6 SEES A-U TIP EXTERIOR WALL CONSTRUCT!. • FER PLAN (DM 6 SHEET A -U RIM BOARD CRIPPLE WALL. PER PLAN, WITH A MN SID LENGTH OF N' PER MC SEC. 2320115 roN 6 SIEET' -U SEE FONDATTON DETAL. I A CRIPPLE WALL ® FOUNDATION ag o- 00000.24 1 ` • 3/4=1-0 o - 03800 -m_TA TIP DcreaoR w UU- CONSTRUCTION PER PLAN (DIV.6 SHEET A-V TyP. FLOOR FRAM. PER PLAN (DM6 SHEET A. SOLID BLOCKING OVER SUFFY/. LOCATE SEAM. JONT COTTON MEMBER SCAB TOGETHER W/ NAILER EA SIDE AT BEAM SPLICES USE 2.4 SCAB EACH N POST.. PER FLAN OVER NERVESTRAL CONS. FOOTING PER PLAN MAT FOOTING PER PLAN (2) CONE M BAR A35 RAMSET TO FOOTING FOR POSITIVE CONNECTION. PER JURISDICTIONAL REQUIREMENTS. - 1=g 111111= 111111 111° 111111 h3 r CONT. SOFFIT VENT IG' RE.= ?tyro. • SOFFIT TREATED TD SAIL SEE FOlDATFON DETAILS POST /FOOTING CONNECTION 3/4' 4-O' 03100-03300-10.J.0 TTP. EXTERIOR 03.L CONSTRUCTION PER PLANS (DIV 6 SHEET A-I/ 4' C.C. OVER 4' ROCK OVER VAPOR aARR62 R - mmay INSULATION 7X10 TREATED PLATE OFFSET 3/4• SEE FOWDATKN DETAILS 0930600000.16 TYPICAL ...(1R CALL CQ6TRCTION FER PLAN (DN.6 SHEET A-l) r AIRSPACE ' 15.130101 PAPER.. HOOKED END N41AR( TAMER TIE TO FRU Ev..2 Sa FL (DIV 4 Sleet. AU MASONRY vENBR 6 MN vERFT N GRADE CONTOUR CO Trio. MEEM'BE2 BLOOCAE OR JOIST • SQL RIM BOAR,. FURRAN WALL r AIR SPACE vAPOR BARRER DAMP FRDOFCG (DN_ l sir AI ) SEE EOUIDATICTI DETAILS TIP EXTERIOR WALL CONsmucTION PER PLAN (ON 6.SFEET. A -U. TREATED MOD SILL (Div 6 SHEET A -U FOUNDATION DETAIL 3/4W-Cr 3 LW FOUNDATION DETAIL ►t ►t I � �. =nUU- �. mow ..41 trIMI W. roll CM MI 11 =1: Iili II . CONS: RA. HORPS•4' -O T�ATED MD SLL(DM& SEES A - U see FOUDATION DETAIS TYP FLOOR FRAME PER PLAN (DM 6 SHEET A-u TYP EXTERIOR MALL. CQ6TRICTMON PER PEAR WM. 6 SHEET A-LI LOCATE SEITIRE JOINT • .4 CANTILEVER FRM'G AT FOUNDATION °FURRING _ DETAIL 03300. 00000 -23 3/4 "=i-0 06100 00- 02_TJI 3/4'=1 ' 06510. 08300 -2LT11 CONC.5LA8 OvER 4• GRAVEL BED (DM 3 SHEET A -V 1- 111111 �`�� I =111111 111111 =1110 111111 =111111 111111 min HIn 11 n 11111 11111 =1111 111111= FOUNDATION /FRAMING CONNECTION FOUNDATION DETAIL 3/4 =T 033003300-06100-03 0 3/4'4 3/4 =f-0 GOB. TYP. (Div.5 SHEET A -U NTERIOR BEARING WALL (DIV. 6 SHEET A. Vr• z 10• AB. • 4 OE. (DIV. 3 SHEET A. SLAB 04 GRADE FER PLAN (DIV 3 SHEET A -U VAPOR BARRIER CONS SPREAD FTG. PER PLAN (DIM SHEET AI/ • 45' (2) • BAR CONS. (Div 3 SHEET A -U `1111 ®Z1I1I /Z110�� munii di= 111111 = 1 11111 111 � II EXT. DOOR AND FRAME (DIV. B SHEET A. DOOR THRESHOLD FLASHING AS ROD. (121v.1 SHEET A -U NBR/E5TRAL:AA54N5 4• CONK SLAB .OVER 4' GRAVEL BED (DN.4 SHEET A 2. TREATED TRESHOLD 103 RPM JOIST TREATED Pl. SILL (DN.6 SHEET A-U vERR. RE -BAR FROM STEM WALL STIEIBED INTO SLAB TIP FLOOIRPRATING PER PLAN. COM 6. SEER A-U £ . NINE THIS 1. 1 2' -8 S /. 1 -0' .r NOT BE USED C: OPTION CAN AT SEAR WALLS EXT. DOOR THRESHOLD DETAIL °CANTILEVERED RETAINING WALL 04200.06100•02._T. Ng j 3/4 -=f-0 06100-0330004_7.11 3/4=1-0 2 FUEL WDTH TREATED TD SILL HANGER FER MFCz TIP. FLOORFRAMPG PER FLAN (DM 6 BEET A -U EXL DOOR AND FRAME (DM 8 SST A -U DOOR THRESHOLD FLASHING As R€(YD_ (Div 1 BEET A -U N32vE51RAL FLASHNCG 4• CC.C. 5.13 OvBR 4• GRAVELBID (DIV 4 SHEET 4-0 TREATED MTD SILL (DN.6 SNEER A -U r ARSPACE'TTP vERT. RE -BAR FROM STEM WALL STUBBED NTO SLAB POST AO BEAM PER PLAN EXT. DOOR THRESHOLD DETAIL TIP FLOOR FRAMING PER PLAN (DN 6 SHEET A -U TREATED MD SILL SEE Ha/DATIO( DETAILS POST AND BEAM PER PLAN 0010D-03300-05-111 rift EXTERIOR WALL CONSTRUCTION FER FLAN (DM SHEET A -U obr NOTE: FOOTPY DOES NOT SLIDE N THIS 2455201)F002054 5PAN5 HORIZGNTALLT_ / 2 8' A, FOUNDATION DETAIL 3/4'.1-0* FRAMING PARALLEL TO STEM WALL D ran AS uL 270.76A6'Sf2571$ WASTERS • 4'-0 (DN_ 3 SHEET A-P5 EXCEPT AS NOTED ON SHEARWILL SCHEDULE 1' MN E113132_ •4 HORLBAR4 - C ORER OVERLAP (DN3 SHEET A. •4 vERC BAR SAME AS BRISSIEEL SPACING. (DIV, SEES A-U TIGHRI E DMIPPROOFING (DM 1 SHEET A-IT 4 STUB STEEL FRO'T PFG. • 6' DC. (DM 3 SHEET A -5 4• FER FTG. DRAIN OFILTER 1124' GRAVID BED (DM 2 SHEET hU SOLD SUBSTRATE (2).4 BAR CONT. EDI, 3 SHEET A-0 VYrx67 ABA. 25:2 5:306' 512. STEEL PLATE WASHERS • 4• -0` DC_ (DM 3 SEES A-11 EXCEPT AS NOTED ON SEA.(4LL SCHEDULE r re( SEED_ (27.4 BAR •TOP •4 vERT. BAR• Q' oc„ FILL HEIGHT CF SW- (DM 3 SHEET A-I/ DAMP FROOFEG ( DIV_ T SIT AU • /ERT J -BAR • Tr oc (DN 3 SHEET 4U • 11 <M 111. 4 FED DRAIal/FLIER FTG. DRA al/FLIER N 24 GRAVEL BED (Div_ 2 SHEET A -U RIM BOARD •4 HOR_ BAR• 10' oc M1b' OVERLAP MN),. (DN 3 SEES A -U a _ (4)• BAR CO.. (DM3 SEES A-U SOLID SUBSTRATE 5/8 AB. UV 27076/16 so_ STEEL PLATE SASE.. 4•-0• 0.C. (DM_ 35FEET Eo. PT AS NOTED ON SHEARLIALL SC EDIJ-E l' MEL E IBED (2)•4 BAR • TOP VARIES SLAB ® STEM WALL 3/ SEE FOUDATI•N DETAILS iTATal M M •TISTATISTATAI7/ FRAMING /FOUNDATION CONNECTION 3/4"4 06170-03300-08_1J1 •4 VEIL BAR• D'o4RLL HEIGHT CF WALL roN3 BEET A. 5 vERT. J -BAR • 8' oc TOM 3 SHEET A -13 4 HOW. BAR•Yr cc (DN 3 SHEET A -U' •4 BAR • V' oc (Div.3 SHEET A -U TGHTLI. DAMP PROOFIG (DN 1 SIT AU CLEAR (4)'4 BAR CONT. (DM, SHEET A -U SOLID SUBSTRATE 4' PERT_ FTC:_ DRAIN W/FILTER N 24' GRAVEL BED. (DIV 2 SEES A -U TTP. EXTERIOR WALL CONSTRUCTION. PER PLAN (Div.6 SHEET A -U I, LOCATE.SHEATHNG JOINT • COMMON MEMBER TYP. FLOOR FRAMMIN PER PLAN (Div. 6- SHEET .A -U. TREATED MUD SILL SEE FOWDATICN DETAIL(5) FRAMING PERPENDICULAR TO STEM WALL TI, EXTERIOR WALL CONSTRUCTION PER PLAN (DIV. 6 SEES. A -U LOCATE SHEATHNG JOINT • COTTON MEMBER SOLID BLOCKING • RIM JOIST • EXT. WALL PONT LOAD BEARING PER PLAN TREATED. MUD SILL SEE FOUNDATION DETAIL(5) TIP. FLOOR FRAMING PER PLAN (DIV. 6 SHEET A -U, 03300-00000 -26 FRAMING /FOUNDATION DETAIL 3/4'=1 - 061C0-03300-OLT.11 RECENED Ohl OPTUKWILA SEP 0 .. +I n z vl i cb all (0 FS) (3? X (TS 0 F 1-5) * (D CM US CO CO co CO ITS CD TIRE JOB NO. 2.2 • 5 VT OC (CLR DIST. BTLUN NOT TO EXCEED 4' SOLID BLACKING OVER SUPPORTS 5/4 x 4 TK CDR DCK'G ATTACH LEDGER W/ 2 ROWS OF 1/2' LAG BOLTS AT 16' oc ' 7TP MN FLOOR FRAMING PER RAN 2x PONY WALL'. 4x BEAPT (NEE TO REDUCE NUMBER OF POSTS e 2 STORY COII017I0N OR IDHEN POSTS EXCEED 4' IN LENGTH SCAB W/ 2X4 EA SIDE U TIN BELOW GRADE NOTE= DELETE RAIL WHEN E FINISHED DECK ELEVATION i5 30' OR R LESS - AEfOVE FINISHED GRADE. . 2.6 2x O GREAR9R DEPTH THAN JOISTS) FINISH LANDSCAPE GRADE TOP OF PIER FLUSH WITH FIN. SUB GRADE (3' BELOW FINISH LANDSCAPING) ON SOLID SUBSTRATE TYP. DECK CROSS SECTION 3/4 =i-0• 08200 - 05170.19 TJI L O0 SECTION'. ®BEAM 1 3/4 =T-0' BARREL EXTED 6'. ABOVE BATT. NEIL OR O ABOVE WAIN NSIL TYPICAL ROOF CONSTRICTION 2' MN_ CLR FOR HENRI s 2X BLOCKNG WITH (3) 2 DP • HOLES WITH SCREEN !SEE ELEVATION B(PO>E'..TR155 TAI O STAIR sf —O SECTION DETAIL 3 /4• L L �f TIP fallfiER FRAME OVER WALL DETAIL 3/4• =f-0• FASCIA FER ELEVATION (TTP. EXTERIOR GALL C0t5TRCTIOID RAYING (DI, T SHEET AD DBL OR GRDER TRUSS (PER FLAW (TIP) ROOF CONSTRICTCN FRAM*.FE2FLAN SKYLIGHT, SIZE FER RAN PROVIDE FLAN*. AS RECOMMENDED EST MC* 2x6 CURS TIP. `2x4 a ROOF AND FRAMING 11E113 . TTP- GIDBL e CEILING ROOF FRAMING PER PLAN 06100-073COA5 06100- 0730a31 WALL STUDS BEYOND DBL 1ST, BLOCK AS NEEDED SEE PLAN BEE PLAN FOR TIP. RISE I RN Dt13451 15 3/4' PLYWOOD RISER 1 US' HARDBOARD TREAD WITH EASED NOSING 3 2x STRINGERS TTP UNO_ 034TE2 STRNGBR WITH 2 - 2x4 STRONG BAOC iYP NAIL WALL STRNGEFS W/ (2)164 TO NAM STUDS 50 TYPE 7(' GLIB AS REOIEED SEE NOTES BELOW 1x KICKER RATE' I. HEADROOM MR 6' e', WIDTH MIN 3 PER 4. INST FIRE BLOCKNs a ST.. TOP U5C 100,5 t BOTTO M t ADJ ACENT WALL(5) PER UDC 2. TREADS 5' MIN. DEPTH, RISERS 8' MAX HEIGHT. SEC.. 1082 'zrz MIN 34' T I MAX 38' ABOVE TREAD 5. COVER U6Ad3LE B UNDER STAIR MIN SECTION HANDRAIL I I! I MIN. TO 2' MAX. FROM 5/e' TYPE 'X' - PER USE 2 CATERS • S W AL L, R T URN R L t T 5 P55 CLEAR 10 0 51551 AREA - PER TER 1003339 WALL RETURN RAIL ENDS PER IBC SEC 1006.9 6. INTERMEDIATE BALUSTERS SHALL ' EE SPACED 4' APART NET OPENING PER UBC SEC 5033 062000850 -01 b2cjooitV6 L_ED SKYLIGHT FLARE WELL DETAIL 0 END DETAIL 4• =f-0• 07300 06100+0 V`K'fIC?SMt IRS ✓`I It OVERIAN(z FER FLAN GABLE END DETAIL 3/4: =1-O TYPICAL R^GF CONSTRICTION TYPICAL RAOR CONSTRUCTION • 48'00. AT OUTSIDE FACE OF WALL INO ON SMARIOLL. 2X BLOCKPG WTff HOES UAW SCREEN A35 EMVSED RAPIER TAIL FASCIA PER ELEVATION TYP. EXTERIOR WALL CONSTRICTION TYPICAL ROOF CONSTRICTION FOR TRIM TYPICAL ROL7F COSTRICTION 2x2 BEIREEN FOR TRIM 06100.07000 - 013 TRMFER ELEVATION BARE BOAR) FER ELEVATION .4 BACKER FOR BARGE - NAIL 114141.1 SKIP SEAMING WITH .d a OC_ TTP 2X4 OUIRGGE S s 4' OL. WITH 2X1 BETWEEN TYP. EXTERIOR WALL CONSTRICTION 06100 - 07300 -12 nal PER E EvATIOS ►-- BAF E TYE SEE ELEVATION 2X4 BALKER FOR BARGE - NAIL THRI SiEA.. WITH 16d s OL. TTP .4 OUTRIGGERS a4' oc WITH BLOCKING AT CEILING LINE 2x4, LEDGER a NT. CEILING LINE (TYP. EXTERIOR WALL CONSTRUCTION) BALLOON FRAME GABLE END WAL EAVE DETAIL 314•=f;O EAVE DETAIL 314'.1'-0" SEE ELEV. BAFFEL - EXTEND 6' ABOVE BATE MIT_ OR 12' ABOVE BLOWN NSUL. EAVE DETAIL 3/4"=T-Cr TYP. GUTTER FASCIA PER ELEVATION TIP EXTERIOR WALL CONSTRUCT. PERMIT CENTER 3/4"4-0' EAVE DETAIL (TIP. ROOF CONSTRUCTION 2' MRL CLR FOR VENTING HI a 48'. OL. AT OUTSIDE FACE OF WALL UNO CN SHEAR WALL SCHEDULE IX BLOCKING WITH (3) 2' HOLES WITH SCREEN SEE ELEVATION EXPOSED RAFTER TAIL (TIP. GIRTER) FASCIA PER ELEVATION (TIP. EXTERIOR WALL CONSTRICTION) EIFFEL - EXTEND 6' ABOVE BATL INSUL. OR 12' ABOVE BLOUN NSUL (TYP. ROOF CONSTRICTION) 2' MN.. CLR FOR vain. HI e. 48' O.C. AT OUTSIDE FACE OF WALL UNO ON SHEAR WALL SCHEDULE 2X BLOCKNG WITH (3) 2' • HOLES WITH SCREEN EXPOSED TRUSS TAIL L am` (TYR GUTTER) FASCIA PER ELEVATION (TIP- EXTERIOR WALL CONSTRICTION) TYPICAL ROOF CONSTRICTION 2' MN CLR FOR VENTING HI•48' AT OUTSIDE FACE OF WALL WO ON SHEAR: WALL SCHEDULE 2X BLOCKING WITH (3) 2' o HOLES WITH SCREEN ' a( SEE f jib \\ IELEV 2X8 BLOCKNG TYP. J � EXPOSED RAFTER TAIL 06100.10300 -01 0850-07300-02 06100-07300.03 SHEET D2 ( STRAP AT CRAWL SPACE T•93/4-4 17070-06170-29 .(1 STRAP AT FLOORS K7)3/4W 17010-06170-28 2x4 FLAT BLOCKING NAIL STRAP W/ COMMON SIMPSON .16 STRAP x18 LO., LAP 4' CNTO WALL OR BEAM AND NAIL WITH Scl COMMON 4' a.c. DRAG STRUT CONNECTION 3/4•4-0• 825 UPPER WALL TO LOWER ROOF CONNECTION 3/4•4-0• STANDARD SHEAR DETAILS & SCHEDULE 17000.06100-30 1 OW. .11111 .40 .411 OP. O INTERIOR SHEARWALL TO ROOF COND. (DHOLDOWN STRAP 0 FLOORS 11000-00100-06 PANEL EDGE FIELD , NAIL. PER SCHEDULE 7055 PER PLAN WITH SHEATHING PER SHEARUALL SCHEDULE 16d TO MAT. SHEAR- WALL NAILI. BELOW 2XI2 WITH TO MATCH SHEARWALL NAILING BELOW INTO TOP KATE TYR WALL CONSTRICTION WITH WALL SHEATHI. FER SCHEDULE PLYWOOD ROOF CONDITION 3/4=1-0• NOTE USE 050 CN ROOF SHEAR WALL 0 GABLE END 3/4W-0' n000-owoo-is 17000-06100-19 SHEAR WALL 0 EAVE 3/4=1•0' (2, 51105 AT EACH STRAP BOTTOM RATE NAIL.. PER SHEARWALL 5C14P_DULE STRAP PER FLAN a SHEAR WALL WHEDULE I 1/4 TIMBERSTRAND LSE RIM BOARD ,,,R EDGE E t FIELD NAIL.. TYP Exn.o. tux, ut WALL SHEATHING MR SCHEDULE TTP. Tit FLOOR CONSTRUCTICN aft% 1)2 000- (cleo 11070 PLYWOOD ROOF CONDITION 3/478f I7000-06100-04 TTPICAL ROOF CONSTRICTION .5 TIE EA TRUSS L530 48 or... BLOCKING BLOCKII. PER ARCH. DETAILS A35 CLIP SHEARWALL SCHEDULE TTP. EXTERIOR tUALL CONSTRUCTION WITH WALL SHEATI-II. PER SCHEDULE 17000-06100-05 NOTE ALL IIC-ORPIATION CN THIS SHEET 15 NOT NECESSARILY INCORPORATED INTO PROJECT_ COORDINATE WITH PLANS j TUK 14% F C NUA r CENTER JOB NO. 0 cc < z Lu 0 w co on 00 ,F- ceuF. <Lair o_ .0 FFF DI co 0 EC CO 0 (T) LEIZ LET CCD --P 0 <0 LEI LL LO °- CC < EU z P ir 0 Fri z CO z E— •-• WO e,Occ „ CC 0 EL < 0 Z OOz - < CD CO LLi <Ct,i z z o o z WO L . lii > CC z w MCC, I— <C TITLE SHEET S2 I TJI JOIST DETAILS , SHEARWALL SCHEDULE 02/08/00 SPM 3du 11VfA 1 hwvVN 33 hNI1IVN Q11d hN1510016 51'106 NOHOW -..- -- 31V1d 1115 81610f xG NNI1IVN '1d d0101 hNIY,016 61010f hN111VN '1d d0101 hNIZD19 _.. 0NI11YN 91b1d WOLl00 7 °1=nm/A GI -4 G2 -1 G2-4 P1 -6A PI -6 PI -4 PI -3 P1 -310 V2' GRB ONE SIDE OR 5/8' 6413 ONE SIDE 5d COOLER FOR 1/2' r. < r v S a. M - n. V m O v r< 0 0 0 0 n 0 0 0 a YES YES YES YES. YES YES TES YES YES YES • . YES NO 5/8' a 48' 548' a 48' 5/8' a 48' 5/8' a 48' 5/8' a 48' 543' • 48' 1 5/8' a 32' 5/8' • 24' 50 • 16' 5/8' a 16' - 5/S' a I2' 5/8' • 48' 435 NAIL *42 4,35 33' 20' 20' 20' Imo'. P 435 CUPS °T A35 CLIPS e5' p' '. Kd a t2` 16d a f0' 16410 8' 16d a 6' 16d a 5` ISd a 5` 16d s 4' 16d a 3' 0/ R01.5 6d a 4` (2)ROWS I6d • 3' 16d • 5' f6d 0 E" t6d • 60' Kd *V Ibd s 5' 6d • 5' f6d • 5` 16d 44' 16d • 3' CDROM, 1STAGGERED 6d • 44 (2)ROWS 16d a 3' STAGGERED 16d s 5' 100 FLF R5 PLF 50 FLF 240 ELF 350 PLF 450 PLF 545 PLF 100. FLF 990 PLF 102 FLF W Ole TWO SIDES OR 5B' BUB TWO SIDES 6d COOLER FOR 5/8' 1116' OSB. ONE SIDE USE 3x STUDS PANEL EDGE CO DIA - PI -2 P2 -4 P2 -3 USE 3x STUDSINOFI 1/6' 0313.1150 SIDES STIK.ER SFEATHNG JONTS W/(2) STUDS. a PANEL EDGES UGH-4 _ _.. tiETERNALISER HARDBOARD, SIDING PORT 2319 > COhH•IDN L 2 0 Y J 0, 0) LOWER SHEAR WALLS Sreb VB' =1 FOUNDATION SHEAR WALLS a 0 POINT LOAD FROM ABOVE POINT LOAD FROM ABovE W/ LOADING POINT LOAD TRANSFERING DOM POINT LOAD TRA NSFERING DOW W/. LOADING lY HANGER -��() FOUNT LOAD TRANSFERED BY KICKER HOLD DOW WITH SIZE DESIGNATION 1� VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW STxx _ HORIZONTAL "STROP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH NDEkED NUMEIER 1�2 EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE WALL BE NiaM uNLESS °THER115E NOTED, ENGNEERING AND CALOILATIONS ARE NOT PRONDED IN THESE DRAWINGS- SYMBOLS & LEGEND T sour) BLOCKING UNDER BFEARa4LL ABOVE TYP. SHEAR NOTES UNLESS OTFIEPoUISE NOTED DESIGN CRITERIA 1 SEE CALCULATIONS FOR DESIGN CRITERIA GENERA NOTES L ALL SFEARIJALLS 5NOW4 ON[ THE FLOOR PLAN ARE FOR WALLS ON THAT LEYEL_ (TYPICALLY SFIOUN SHADED). 2. ANCHORAGE 15 FOR SHEARUALLS(PANELS) ONLY, UNE1 E PORTION'S OF WALLS ARE NOT DESIGNATED AS S4-EAR PANELS NAILS MAY BE SPACED • 16' OCIMIN) PER TABLE 23 -I -¢ 3. WHERE PORTIONS OF W4LL5 ARE NOT DESIGNATED AS 51-EAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MN. USG. REQUIREMENTS. 4- PROVIDE TWO STUDS AT ALL HOLD DOFU4 LOCATIONS. 5. SEE MANUFACTURERS REQUIREMENTS AND DETAILS FOR EACH TYPE CF HO1-DOUN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION 6, ALL PLYWOOD OR GYPSUM SMEARUALL.S SHALL BE APPLIED HORIZONTALLY OR VERTICALLY 014 STUDS. EDGES SHALL BE STAID AT CENTER. OF STUDS AND BLOCKED PER SCHEDULE. - L DO NOT OVERDRIVE NAILS INTO SHEATHING. a STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTER4ATIVE TO NALS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE - APPROVED BY THE BUILDING OFFICIAL ROOF B FLOOR SHEATHING L ROOF SHEATHING: 1/26' OSS APA RATED SHEATHING (24/00 LAY UP W/ MININUBM 1 /8' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION NAILIN G SHALL BE Sd AT 6' oc AT PANEL EDGES AND E' oc AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS • 24' 0C. e ALL UN5UFPORTED EDGES. ALLOWABLE DIAPHRAT I SHEAR =180x082 =142pef 2. FLOOR 514EATHNYx 3/4' CDX 740 APA RATED PLYlUOOD (48/24) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATION AF! 01 FROVIDE T4hh EDGES AT LONG PANEL ED NI4hLING SHALL BE 10d AT 6' oc AT PANEL EDGES AND 10' oc AT INTERMEDIATE SUPPORTS ALLOWABLE DIAPHRAM SHEAR = 215x082 =111pef 3. FVh W00D SHALL BE LAID. W/ FACE GRAN PERPENDICULAR TO SUPPORTS AND END T,P_ • 6IEAEI UALL DESIENA.TI MAIN FLOOR SHEAR WALLS TYP • 84E law CONGNATIONS D TYP. • 8fEARUJALL DEsKaNATIQ48 UPPER FLOOR SHEAR WALLS SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS RECEI CYKOE !, VED Vy Li i. PERMIT CENTER