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HomeMy WebLinkAboutPermit D2000-198 - FOSTERVIEW ESTATES - LOT 8 - NEW SINGLE FAMILY RESIDENCEFOSTERVI EW ESTATES LOT 8 4222 S. 137 S D2000-1 9 8 • a City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 261200 -0080 Address: 4222 S 137 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Contractor License No: DUJARD *204L0 DEVELOPMENT PERMIT Si gnature: Print Name:__ Permit No: Status: Issued: Expires: Corist Type: Occupancy: DWELLING Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: VALVUE Wetlands: Slopes: Streams: OCCUPANT FOSTERVIEW ESTATES - LOT 8 Phone: 4222 S 137 ST, TUKWILA, WA 98188 OWNER DUJARDIN DEVELOPMENT CO Phone: 425- 334 -5018 PO BOX 5308, EVERETT WA 98206 CONTACT JOHN KAPPLER Phone: 425- 641 -5320 14311 SE 16 ST, BELLEVUE, WA 98007 CONTRACTOR DUJARDIN DEVELOPMENT CO PO BOX 1059, SNOHOMISH WA 98291 i***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: (206) 431 -3670 D2000 -198 ISSUED 03/01/2001 08/28/2001 Permit Description: CONSTRUCTION OF A NEW 2,108 SQ FT SINGLE FAMILY RESIDENCE INCLUDING 906 SQ FT UNFINISHED BASEMENT, 124 SQ FT COVERED DECK AREA AND 80 SQ FT UNCOVERED DECK AREA. (BASE PLAN NO. D2000 -060). PUBLIC WORKS ACTIVITIES INCLUDE:ACCESS,LAND ALTE- RING AND STORM DRAINAGE. PROJECT ON VALVUE SEWER AND WD #125 WATER. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 207,983.24 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: 40 Fill: 227 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 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,762.'5 i****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Public: N Date: _31/ I hereby certify that I have read/ d examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or riot. 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. Date: 3/7.,1 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 clays from the last inspection. ?! Address: 4222 S 137 ST Suite: Tennant: Type': DEVPERM Parcel If: 261200 -0080 CITY OF TUKWJ :1...A Permit No: D2000 -198 Status: ISSUED Applied: 06/19/2000 Issued: 03/01/2001 ************•****************************•***•*** * ** * * * * ** **** * **** *** *** * **• ** Permit Conditions: 1. No charigess will be made to the plans unless approved by the Engineer and the Tukwila Building Division. • Engineered truss drawings .ane1cralculations shall be on site and available to the inspector� For . inspection purposes. Documents" sha1.1 bear the seal and Siyrnai;,ure. of a Washiridtori State ProfesSiTnal .:Eriyiricer. . Any exposed irisulat ioris backiriq "matF r•ial shall•hdvea .F lance. Spread Flat i ny 25, or Tess, and material shall bear identi- fication shoWi ny the V r•e ;per.f ormrance rating thereof:. . All corrb f:_r uctyi on to' be ; done in-Conformance with approved plans arid' re qu i remeni s ' of the Uniform flu i 1 d i rig:;Code::' (.1997 Edition) cl i ti on) ras,amendcd', Urn form Mechanical Code: ( 1997 Edition),' and Wdsh,1 nyton State Energy Code (1997 Edition) . b.. ' :F'1u i17i1'icj perm' be obtained through the Seattle -Kin Count y of Public Health. Plumbing will be - i nsspec,ted` by that acaer cy " l nc.l ud •i rig all gas p i p i n g (296022). 6, Not ifiy ' the Caty of Tukwila Building Divisior prior to p1ac,ifc3 ariy procedure is ire :addition to any requnt men'L5 for ;special :inspection. 7 . All wood..: to remain in placed, c.oncrete shall be treated wood. Validity of Permit.': The issuance of a permit or approval of p1 ari ,', spec i fi cdtl onss, and computati orin' shall not be c, ori- sstrue d to be'' Permit for, or an .approval of any violation of any of the ` p r o v i s i o n s of the bu l d •ihg code or of carry other`'ord•inance • of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of t h i s code shall be valid. 9 . L l ectr i c per mi is shall be obtained through the Was h i ngtorr State Div11,ion of Labor and 1rrdusstr•ie:s and all electrical' work wi 11 bey 'inspected by that agency (248-6630). . 10. There sere ssha I 1 '' :be ;rio occupancy of the b u i l d i n g ( s ) until the f i n a l i nspecti on" has been completed by the T u k w i l a B u i l d i n g inspector. 11 All rnecharr i ra l work shall 1 be under separate permit issued by the City of Tukwila. 12. A11 •perinitss, inspection records, and approved plans shall be: available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval issgranted. 1:3. CONTRACTOR SFIAL.L. F01-LOW ALL THE RECOMMENDATIONS OF MAY 12, 2000 F OSTI::HV1E W ESTATES SUMMARY REPORT, GLOIECHNiCAL ISSUES COMPILED BY TERRA ASSOCIATES, INC., DECEMBER 16, 1998 AND Ai.,I.., 1Hf... CONDITIONS OF FOSTERViEW ESTATES PLAT L99- 0018, SEE SHEET 4 Of 4 WHICH IS ATTACHED AND MADE PAR1 OF THIS PERMIT. z z VO to 0 N = ` u . w IL H= z F , z o j =p . U ON o H. w u O ail 0H z l` , ALL STORM DRAINAGE PIPES SHALL BE ASTM -D 3034 SANITARY SEWER PIPE: WITH GASKF:TF:I) ;MINTS OR ADS N -•12 PIPE:. THE GEOTE:C.HNICAL ENCGIN((. SHALL PROVIDE.: A CERTIFICATION THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. THE GEO1I CFINICAL. ENGINEER SHALL.. PROVIDE CERTIFICATION ON A LOT BY LOT BASIS. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation o f f- site or into existing storm drainage facilities . 14. The site shall have permanent erosion control measures in p 1 a G e as soon as possible after f i n a l grading has been completed and prior to the Final Inspection. 15. Driveways shall comply with City residential standards. Driveway width shall be a 10' :minimum and 20' maximum. Slope shall be a maximum or 15% Turning tg radii :shall be a minimum of : five feet. 16. The driveway shal 1 be 'designed and sloped so that drainage From the driveway 'does riot low onto the Fax i st road `;uriOce } 17. Work of fcc.ti rig" traffic Flows ssha 1 1 be c l o s e l y coordinated w i t h the pity Utilities inspector. Traffic Control Plans shall ,be i1',_f d to the inspector for prior approval. F ROM;' OCTOBF R 1 - THROUGH APRIL 30', COVER ANY - SLOPES AND S1 OLO1 L.ES THAT ARE 3H �.V:, OR, `S1 EEPER' AND HAVE A VERTICAL R 1. SF Uf 10 , EEE T 'OR ` MORE AND. WILL DE UNWORKE[) FOR GREA.f F R IHAN 12 HOURS r. DURING T1.1IS T ME PERIOD, ',COVER OR MULCH OEHFR;DISTUHE"ED AR EA S ..,,..... . .. COVERED, MATERIA MUST BE STOCKPILED ON v 511E AT 'THE BEGINNING OF,° THIS PERIOD. INSPECT' AND. MA1N'IAIN 'TFHIS' STAF31L,1f-AT1ON WLLKI..Y AND 1MMEDI.AT BEFORE, DURING AND , IMMEDIATELY FOLLOWING STORMS. FROM MAY ‘ .:A THROUGH SEPTEMBER 30, INSPECT 'AND MAINTAIN TEMPORA E ROSTUN ;PREVENT ION AND' SEDIMENT , AT'. I:E:AS"! MONTHLY AL_I.. DISTURBED ?AREAS OF THE SITE SHALL. BE PERMANENTLY:. STABILIZED PRIOR'.TO FINAL_ CONSTRUCTIONAPPROVAI... 19. Al L. PERMITS, INSPECTION RECORDS, AN!) APPROVED PLANS: SHALL BE AVAILABLE AT THE J0E3. SITU: PRIOR' TO THE START OF ANY CONSTRLJCI ION . 1 Hf- SF: DOCUMENTS ARE 10 BE AND AVAILABLE UNTIL F 1NAL INSPECT1ON:'APPROVAL. IS GRANTED. Contractor shall notify Public Works Utility Inspector at 206- 433-0179 of commencement and completion of work at least 2.4 hours in advance. APPLICANT SHALL OBTAIN A WATER CONNECT ION /WATER METER PERMIT FROM WATER DISTRICT 11125 AT (206)242- 9547 AND SANITARY SIDE SEWER CONNECTION PERMIT FROM VALVUE SEWER DISTRICT AT (206)242-3236. Z w O 0 co 0 u. w J w 0 N d w H 2 , z � I- 0 Z H. 0 co CI I I U '. V/ 0 Z 11.11 GEO'FECHNICAI_. ENO EER IS TO PROVIDE CERTIFICATION ON A L_OT r>oY LOT BASIS THA ME WORK HAS BEEN ACCOMPI_' II:D IN ACCORDANCE WITH THE '(.n..OTELHN'I CAI._ REC ..OMMEE:NDATIONS. Signature: Print Name: I hereby certi fy that I have read these conditions and w i l l comply w i t h them as o u t l i n e d . All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. { The granting of this permit does not presume: to give authority to violate or cancel the provisions of any other work or local laws regulating construction or " the performance: of work. Date: , ��` . _ z r4 2 u� o 0 0 to 0. cow c w . w co z I- O z1- n o co o w w . u# u. 11 z ' 0 — . 0 CITY OF TUIk ✓ILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be acce through the mail or facsimile Description of work to be done: MAA S Fit Famt 'Bose P,�„ #� Z000 - 6 Type of work: New Single- Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Remodel /Addition to Accessory Structure ❑ Deck(s) - Covered & Uncovered ❑ Addition - Single - Family Residence ❑ Residential Accessory Structure* ❑ Garage(s) ❑ 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 Proposed dN Nei Square Footage: 21 b sq. ft. Dwelling 3t sq. ft. Covered Deck(s) 4 6 ► '�'1t sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) A/ /F) 'For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. PLICANTi REQU FOR PUBLIC WORKS ; ;SITE/CIVIk:!PLAN REVIEW OFTHE FOLLOWIN (Atld itlonal r eviews: shall be determined by( the :Pub /1c, Works Department). 'f r >,:' ; ' ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic ds. y 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: 0 Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Daplicatiaccepted: _ - 1 Date appllc- InLp -- _ -� Ap:p3aken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 t MO ,A Project Name/Tenant: Vi • ES _ / ^i- ly o Value of Construction: Site Address Sow 1 37� City State /Zi Tax Parcel Number: -005r0 Prope�y Owner: lLle �ia. `J hone: Phone: X025= 33V-5�1� Stree (191r ss: Po (- C-v - City State /Zip: GO 9 ?zo c. Fax #: qas- 339 - 5 Contr r' cto A-ct «, ))✓,Joprnefrt, Phone: vc Street A ess: Cc6o ✓t. City State /Zip: Fax #: Li Architect: ler At/. / ia G�1 Pho e: _ . ( cVi.- 6-3Z0 Street Ad e s: / 3 // s e si�O cam' i ?cvve City State /Zip: Gds 9d�b1)7 Fa, # Y25 to'f l -- 631K Engineer: Err 77c,ii° / . Phone: Ill 771- 62,12- s Street Address: /SsD 76, /hid. Ii) c 5u.rir_ /l City State /Zip: Fdmordc 14119 'jkr , Fax #• 412S- 775--0 Contact Person: Acz r- Arch kc c Phone: 4 - I v i/e. Street Address': / abB1/fi City State /Zip: Fax #: lc CITY OF TUIk ✓ILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be acce through the mail or facsimile Description of work to be done: MAA S Fit Famt 'Bose P,�„ #� Z000 - 6 Type of work: New Single- Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Remodel /Addition to Accessory Structure ❑ Deck(s) - Covered & Uncovered ❑ Addition - Single - Family Residence ❑ Residential Accessory Structure* ❑ Garage(s) ❑ 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 Proposed dN Nei Square Footage: 21 b sq. ft. Dwelling 3t sq. ft. Covered Deck(s) 4 6 ► '�'1t sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) A/ /F) 'For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. PLICANTi REQU FOR PUBLIC WORKS ; ;SITE/CIVIk:!PLAN REVIEW OFTHE FOLLOWIN (Atld itlonal r eviews: shall be determined by( the :Pub /1c, Works Department). 'f r >,:' ; ' ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic ds. y 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: 0 Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Daplicatiaccepted: _ - 1 Date appllc- InLp -- _ -� Ap:p3aken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 t MO ,A BUILDING OWNER OR AUTHORIZED AG NT: Signature: Date: / Print name: Phone: Fax #: Address: 114- \ ?• City /State /Zip: ALL SINGLE- FAMILY RESID TIAL PERMIT APPLICATIONS MU E SUBMITTED WITH THE FOLLOWING: DRAWINGS PREPARE►. dY A REGISTERED ARCHITECT OR PROFESSIONAL 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 ❑ 0 Roof plan Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building�Ow /Authorized Agent, If the applicant is other than the owner, registered architect/engineer; orcontractor licensed .: . bythe State of Washington,' a, notarized letter from thepropertyowner authorizing the agent to submit this p application and obtain .:thepermit,will be required as part, of this submittal.' I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. z ~ • w rr JU O 0 CO U w w 0 2 u. co a w H = z � H 0 Z ~ U � _ o1— ww I— u' w z U= O ~ z ' �iC'�? 1 54�''�' {�`�yl'��''�f 1� y 1 r . a � x' t ,, s ' r ` r�' Is r 1 IT'' • 1 :kki +"•k**' 4 A - * *A AAA kick* k 1 • .fi *M•kk� A \ ^ :1A tirk 1.l k' .4 * *-tk A4: C 1(' `r O " r TUKWIl:.A. " 11A . ( � I I TRANSMIT vl1�f•k.•a*A *,* ! E ,iFtiit'.. t \•h *A•4a \.* s•ko\ •ka ***A A• kA•* i4• ke\ it *4•Ais•kk•kit4tfi *A*•\kkA *s TRAN,81d1T- tau :nber :.`R` ;300'303 ,Amou'i 400.00 06/19/00 10:23 PA0neirt. MErt:hud: • CHECK Mutation: DLI ARDIP} DEVELOP In it:TLD Permit: 1o: D2000 -.i.90 Type: DE'V'PE :RM DEVELOPMENT PERMIT "Harr No:, 261200..00130 ; 1te Address: 4222 8 137 ST Total reeu: 1.'_ ;13.45 Th is f'Fi. •merit 400..00 Total ALL. Pmts: 400 ll :'I anoe i. 1,513.45 *�•k**0AA•** *is1is.Ak *a*' •A..\"k' isa4it *iisfi•kk:4 kd• itA 'kit•kA•k•k*kis+•k *isk*k•k **isk Account; Code peer.,►• i pt ion iau►olt►it 5 PLAN CHECK RE$ .c 100.00 5265 06/20 9717 TOTAL 2004. Payment ^ ' � 7 - �.- ., _ •�rxy r •,a• . ` �. , ry a r `F . L * 9,** p** **k * * **k * *92 * *�Ic * * ***** * * ***** *i$' * **** *fir *�CR �+'{1tX �4�+'�lYi 4(k ° 1TY OF ****k****************** ' TUKW1L.A, WA_ : <�1a ... /may k TRANSMIT �k** *4*** ******* *k 'v********** TRANSMIT Number: R0300270 Amount,: 1,762.55 03/01 /01. 1.7:01 Payment', Method: CHECK Notation: DUJARD1N DEVELOP 3:riit:: TL.0 :Permit 1\11cm D2000-19B Dl VPF'.RM DEVELOPMENT OPMF NT FERMI I' Parcel No 241100 -0080 Site. Address 4222:S 137 ST Total Fees: 2,162.55 1 , 762.55 Total ALL Pmt s:, :;, 2, 162.. 55 Balance: 00 kk * ** *kkkkkkkkk *kk *k *k lock* k* kkkkkkkk *kkkkkk *k *kk * *kk *kk* * *k Qc:cuunt' Code Description Amount. 000/:3?? .1.00 BUILDING -- RES 1,598.55 000 /345.830 PLAN CHECK - UTILITY 70:00 000 /3804 STATE BUILDING SURCHARGE 4 L 0 000/342.'400 INSP FEE - UTILITY 15.00 .112/:342.400 INSP Fl -.L: - STORM DRAIN 15.00 000/372.100 LAND ALTERING PERMIT FEE 72.00 000/345.830 LAND.) Al TE-.'RING PLAN CHECK 37,50 7203 03/06 '710 T0TAL. 12388, i.: ju ad 'Gi:: }y, N �..: r: ?, ur � :yw.a✓. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit "Pk C*- hek 0 $47.00 REI•SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule inspection. Receipt No: ' a1 '.n ,. }414+,oi••Oi'i • 41. <. i :A' -.. ... b2oco 1 (IS PERMIT NO. 1 -367 Corrections required prior to approval. Diu w. Y it '4 5f k ul uYicWtat k 'Wa k :�!?rts2 i +,a $mtlt , COMMENTS: Type of Inspecti ?a ft 137 1 0 TIg V1 A Y� '1 1 t n CIQ SPW{ P wy SAGS 1 Nei ` vn I SSI Act 2f) Sect 1 c'\r c oc, p P v\2v C - CCV‘ d n,S .S0 ppL 1 h CPC lr e O T 4 r a Q 3.\ C Orv'ec$vto s vdm re Ors-t- - �tS' cov\y \ l CP ( I t r 1 rn s v 1614 ■ o,n —0 f p rrnJ JUG .) ject• Type of Inspecti ?a ft 137 Date called: I / calm -` Special instructions: Date wante r / Requester: i f Pi 1 s _ . 30 Inspector INSPECTION RECORD Retain a copy with permit • INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 � r i DW -- /q2 PERMIT NO. Approved per applicable codes. Corrections required prior to approval. Date: 1 l- t 9-o $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: II D O U O— 0 I W W O Il z ' co 0 z F C( INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Project: - keru &-L) /-° ' A dress: 9 S 131 St Type of Inspectio Date called: It Date wanted: /Y ' i Special instructions: Requester: 5 4644 PhoneC ya ) 319-0?6 77 Approved per applicable codes. Receipt No: f. ...�ld % i PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inkpector: v t t E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.; Suite 100. Call to schedule reins I ection. Date: INSPECTION NO. 'CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECOR Retain a copy with permit I j I' 1 • • • #, ■ - • PERMIT NO. (206)431-3670 Pr gject: RA V i ect) — • Special instructions: Type of InsirW Date called: ( t () Date wanted: /, / /PO / Reqrs32 c- ? gc. Corrections required prior to approval. COMMENTS: 1.)--L 4G1 ruin.) Y +ASO I A. NVN. )CU OlAri C 1/4 \CA onr CA6U4 ■.)4\ ‘sh_l e A;4 'fel") vt wt.) rw. \ 00. Cr(-4 A. (k Ct \\ )o1', uJA-/.\ kouL) - hciva.e. t'eCt (k Orr '),61 r \ ocwi arc-PL( °Vey" LL ') L-01 An A r Y-00 vv\ use \ etA± 4 Av... a e 40 \\CiVQ. 1:re Pin \ • Loccrve. qv\ Ncle 0 Sf Inspect° Date: 1 1 , 114_0 ) 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: - ' ,1641: biavc* ‘iatt. ' 4 440140 briik.670 w c.) 0 0 co Cr co w L .S 1 u. w 2 g <, w 0: z w. 2 D, 0 , 0 CI w -°•)-; 0 Receipt No: L. ■ INSPECTION RECO Retain a copy with per ti,low- 19131 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Type of Inspection: 0 (206)431 - 3670 Date called: I �+ L!_0 Date wanted: Requester: Phone: Project: Address: 1- "t S 13 Special instructions: Approved per applicable codes. Corrections required prior to approval. Date: iv_ 1 -I_ ) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule rinspection. Date: l,"..`1s.4'+1'4 1 d P.tir3!'H e otgo'simkatdi.'�ev . 4.v,w, S c4 at 37C.�L`. L U O .0 NW N LL; W O QQ LLQ to d Hid W 2 U O, OI} W W` O • 2 w c o O Z INSPECTION RECOR Retain a copy with perm; INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. Pro'ect: S•ecial instructions: Phone: Date called: Date wanted: Requester: (206)431 -3670 pproved per applicable codes. Corrections required prior to approval. COMMENTS: f rrn7 (4-C,02-1 /0 ��fl i fl !•t/ � /(14, 7 ref) 04 F S r1,e C4h9 C/ 0e / F -111.3-1-1) VAt A 01 2i 4 /^ P / "1 i .v ,-lam 47#0 REINSPECTION E REQUIRED. P or to inspection, fee must be paid at'6300 Southcenter BI ., Suite 100. Cal to schedule reinspection. Receipt No: Date: I 44. 4?C444.4r :tiw11L`: Z CC 2 W. D -J C.) C) O U) W W; J N LL! W0 ga Co Z O . I— W Z z ll/ ur v O N 0 I— W W '• Ii i z O ~ z I NSPECTIO N RECO 1 P i. u I Retain a copy with permit i INSPECTION NO. - CITY OF TUKWILA BUILDING DIVISIO`' 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ID2000-6s I PERMIT NO. P- � • E C-S Y`ImCJ— Lc Ad ess: l ?7 S Special instructions: Type of lnsp l/JSGt / Dat al d: jiq Date wa e / a.m. c� >/ 0 / Re Je er: Phorf 30 .... 166 COMMENTS: ca! EINSPECTIO F E REQUIRED. P ' or to inspection, fee must be paid t 6 0 Southcenter Blvd. Suite 100. Call o schedule reinspection. Re No: l Date: Inspector: Approved per applicable codes. (206)431 - 3670 Corrections required prior to approval. �,_v.,e+7.�;3a6 rft.+ tw%rzoeu.z7•�.A,i;t;�k�wt,�.t.' • :dSLitSiFJki''"�,Ai" A.1∎rAikr.4 ::l+t avvithlr5' ^Miu•.wzd''3'aa!i(iitxv>&ct��!d ?G'tiin*a. f,l.�t. sri uri, „da?t * LAM" ift INSPECTION RECg Retainai• wif fx.r INSPECTION NO. CITY OF TUKWILA BUILDING DIVISI 6300 Southcenter Blvd, #100, Tukwila; A 9818 p7c00 Ng] PERMIT NO. P,co}e t o��rvi 7 Si Special instructions: Approved per applicable codes. T of.lnspectic n: J_ d a t�,ca led: a .m. p.m. Da te 7 Requster: V ?30 -- 9e00i4 Corrections required prior to approval. COMMENTS: fjm „i /iiJ ° ,YJ 4/2 /S /JF'eAs ?Oelot/ 4v(/ .s Ae r (1. // I ' A) ( O k TD //1� •/z A% E t 7.00 REINSPECTION EE REQUIRED. at 6300 Southcenter Blvd , Suite 100. Ca Receipt No: for to inspection, fee must be paid to schedule reinspection. Date: (206)431 -3670 '. r. X. F. i?..' �i” �. ���: t32�r�Y�fSh+'l Jr., y" C�� +N�YGir�w�.tW��;haG�.•d.•�di+ ��, aeYP.+' �' �7asii���. i�. Lt`- w~ 1: �. 1JsY; �i 'U`�,R�i1�ii::twd�S's:1:1�`1�JY JlinwY '.✓S::CS.l'..t'''.�Lix_Y.y Ali A'. r.. USnr��a�7 .J�.fnTc�. W9ihtX4+Wi`1� "Ai. m''da1141.o " Prfev V� ,r.- Lo 8 T e of Inspecti on: f R T7 IL C/ Address: 22.2 S 137 ST D to l ed ' - rt9w/3 / #7 i) S. !dal instructions: �.: Date w ed y j O, p.m. Re a ter: - V � 4 ` 3 1 3o - 1 Ui INSPECTION RECOR Retain a copy with perm INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd ,. #100,.Tukwila, WA 98188 M�1 ( Jl Date: (206)431 -3670 PERMIT NO. $47.00 REINSPECT! N FEE REQUIRED. Pr�i to inspection, fee must be pal . at 6300 Southcenter vd., Suite 100. Call•fo schedule reinspection. I Receipt No: At1vbtgidt:.:aw. S.tak?Xfr'.a'9r°''tg.:/s 1.lfE.ietrtVt,.h Aw'•tiiv e.r.C. a,—.riv71 "azieM., 44. A per applicable codes. U Corrections required prior to approval. CO ENTS: . A/O7t. " .-1' H,cl 0A // C, A i / e'r, a 2 — ' siA & � �JG /6/i° � ' C ' Z`T�G14 /9 Z RfW7 9 - rt9w/3 / #7 i) • - 57/C/itz 61V led?/ 6/7 in /4J)t -3 ' ©e// lnspec n //tie.(JC61 Dat9 /2 V INSPECTION RECOR Retain a copy with perm INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd ,. #100,.Tukwila, WA 98188 M�1 ( Jl Date: (206)431 -3670 PERMIT NO. $47.00 REINSPECT! N FEE REQUIRED. Pr�i to inspection, fee must be pal . at 6300 Southcenter vd., Suite 100. Call•fo schedule reinspection. I Receipt No: At1vbtgidt:.:aw. S.tak?Xfr'.a'9r°''tg.:/s 1.lfE.ietrtVt,.h Aw'•tiiv e.r.C. a,—.riv71 "azieM., 44. COMMENTS: Type o In pection: �� �' l(. 10) ?I ii (L)ekU ih h1Pfr :Special instructions: • . • trnlsct kci rclqS a u 2. G156 f 14 n 5 cc t ( .,✓� 3 X S gs • 7,) rCCUUO, 4) (oor otbo1�e c ra e wr i ssi n C $ 3) ^ ilrlw e `�t�Quldsz 1 C.t✓'f��i ted /� Sotu-i- O✓4 Tor V2 toc G r -vv.c, i i ,v\ rr ) p. 0 V10 40 1. ta i �-O .c,- - c P ect: h7 j .5 - �YVIPCo �s fi40 & Type o In pection: �� �' l(. c� Address: Paz S0 • ( 37' . S Date called: �,a / 91 o Daeiwante : . y:.A 9// / „,, m• 1 :Special instructions: • . Requester: Phone: cc ya S y Inspector INSPECTION RECOR Retain a copy with perm INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ID Approved per applicable codes. Corrections required prior to approval. Date: 9 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: +Jell" PERMIT NO. (206)431 -3670 a "' l/ Date: ymi4s gx eaa' m .4 ` ?��'i,'�l milirfe?4o)Ilsut `*t t ,: --Aw, # cew 00 cow ALL w 0 .. g 11 LL co j =0 I— _ j U 0 - : 0 1- i w IL it; Ui 0 0~ z COMMENTS:. 5-1'• / - / - -tic/ 1 4 T S 'L ' A/ (S e f( • C- s , 'c 4 Q, f C_1 Address: ^^ t ; Q C�{ I 13 Pxrf/t!r ?2 A/14 1 /S 4 is S n/6, /307 - %a , . // - s. ; r) .f p� i✓,t/:- lei hovF ci4 /AzrG,4 �- «✓ AtJo' r//-s. An, RT/7' - f4-3 1 a/2, / 7?_ 3 ( F'oR P -4/ it - 3 Oefir6 /P s c //S .vc/ S> 4- 4).9 _- 0/e TD MI /FP ,? A/076 - ' (&,,'13 / Z (,?-)') Pz.-q O WM.,' TA/9' a-e / ttirIT ' D'AI 5 , .• 0 k-- D S 1 1 3 6 . P oject: A Type of I spec�ion Address: ^^ t ; Q C�{ I 13 �^ � `�-I! , Da ca ed: k / / _ y o ` Spec instructions: Date want /' / Request // t CO P : f/ INSPECTION RECOR Retain a. copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 f ),2000 16) 8 PERMIT NO. (206)431 -3670 n Approved per applicable codes. Corrections required prior to approval. 47.00 REINSPEC N FEE REQUIRE at 6300 Southcenter Blvd., Suite 100/ Date: , ,L Prior to inspection, fee must be paid Call to schedule reinspection. Date: ` <p =. f Z: '»:.. . ea' SiiaL', a1i�Ic& �j T' � - i�+.'S''•d.:�:�afJA�SJ�.+�t,�t. =�i4L'�d�` ate' its.: �1is ��Mi�si;+ ru7�ts' sC. �' '"ve�..dLh..il`YA Project: o ` 7-sterJt - Lo " T pe of Ins ection: Exl . • hoc.4n ■ - ' dres 4 s� ' S 131 ,. instructions: � Date 7 / ( Special P Dat want A'/ O/ m. p.m R ester: im Phone: _ /_ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECO Retain a copy with permit !If Dzoon - \gig PERMIT NO. (206)431 -3670 •-Y n Approved per applicable codes. A required prior to approval. COMMENTS: ��•► ' 0 $47.00 RE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd. Suite 100. Call to schedule reinspection. Receipt No Date: rrrran ..::�`o.:�n•flA'i<:��i'SA -ix. �e aa�a,S .�a'�t,:,t:Jhi�'L i wT�:L�.S�,:rh.�:r�l�t... �..�oe�uir:., s.Et:�"..�5.�..,,c.M` �kJ'', G tiillu�i &�V z U 0 ' N IA _ ' N U. w 0 :. Q W I- 0 ;. Z F- ILI la U 0 N P O z Project: Pi ecv lit Type of Inspection: P iusr /u1 Address: ' -/U 5 13`1 St D to called:ZB '�� 0. Special instructions: Date wanted: bi Z-q -f)/ a.m. p.m. Requester: , AV tf,t- Phone: INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd;: #1 00, Tukwila, WA 98188 INSPECTION: RECOR Retain a co with per Approved per applicable codes. PERMIT NO. • (206)431 -3670 Corrections required prior to approval. COMMENTS: Date: 01 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: : �yf!'e reY psrr: a Pc.�nvc�tn "azt�as ':t�arL Xidfi Jl�3• `i' `rr' :_�.,..- -i%wFi "+ �` 1:+ m9S:Y.,�_1i4J4Lb3�Q.'ti�La1if. +�.•.�: ' gym. �. U: U O co O, W W = ' CO LL Q W O = d. Ell I- W Z Z I- O 2 H' U O O N; O I— W W • S al F= = i O I- Z Special instructions: LAM Approved per applicable codes. INSPECTION RECO Retain a copy with perniii - SS net PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1r, (206)431 Corrections required prior to approval. COMMENTS: G o rcc' Q . 4V7w\ .44-;e4 r I .)c(I IS OI L- Y\SA -ot SI (A ; r� Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: rait4': Main• fAfa�", w` �? 4`: lia h ++ rottats4zt;, WJU �, ��cF3�+ �r, z': �F. �. n�i�63G?! 2� : +t.4+3.6i:t.'Atttm:dg 'tiyro4:4:42 i otid`.k'a's.z An+1xw.!iudt.rsrri:Ci/a� "� 3�4..?'�s.;iS��aa$s.;r':4!� ',it 'ord∎e. b".ti i51t' u' 2#Ln iibe .`k++V 'IM�e9`KtKfutitr�w.t.:41 ona' ^ ,uSJ w' 00 fA W J W 0' g O ' Z F- LU La +O o = w O w z : N 1= 0I . z Approved per applicable codes. l' .. .M ,- r sa. fi .,i. .. INSPECTION RECO Retain a copy with per PERMIT NO. I SPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431 -3670 Ina) Type of InsPection: , Project: 5 VVieL) L(+ 7dressr G�� Special instructions: Date c Date ant /p f (() C I c Re uester: C- r Phone: L/ 7 5 3#) - � - gip obi Corrections required prior to approval. l$Q COMMENTS: Date: 6—q}t L) f El $47. REINSPECTION FE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No: I Date: INSPECT! NO. INSPECTION RECD Retain a copy with perm CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, 'Tukwila, WA 9818 Approved per applicable codes. -J97 PERMIT NO. P sect ietI4 '61,1 L 'Address: , ,Peace s /37 S1'` Special instructions: Ty of Inspection: Type. C r' - k ' . ' d >r Daecal d: Date ted I7 n 6 0(7/ Re u . ( to c Nj '/ / /n Phg7: s yZ 7 Ll /`l (/ (206)431-36 Corrections required prior to approval. COMMENTS: nua LA Lou k( hr* •/ rin II 4*: 3rakt 1 .��� C rot. Inspector: Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 o cent Blvd., Suite 100. Call to schedule reins cti . Receipt No: Date: 6 / 6 . „4�.� an,�. ��k,�s'��. F i �� �S�.r .�:,�p �. • �" y ylt b�rxi :r'. ^t':. - rq �. dfm.i.esatik'�fa ..,. ..,- Jm.'. Ft` s Ks 'L7`iiE..�d.3Li!•..'?}r..,.,i.` " a cxiGd�f�: i4 &+DJ:i��;4Y3�.9v rl !'{ ; ∎;.4ias • Z ce2w 00 W 0 N W O g Q co Z O N' 01 w w ' U 11 0 • W Z V co O ' Project: 45r `,/ -1 ' V �V�./ Type of Inspection: 6.:d , Address: /,,{ /+/_� If >2-2. 5vr /Z7t 4 Date called: 3/ f 5/ Special instructions: U Date wanted: , , a.m. p.m. Requester: Phone: INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. fl Corrections required prior to approval. COMMENTS: l�+ A rl ZkIt (-a1r P i 5 . C4 4 7TH X ge Ax-dt; fV (A. :Q 106/ ...5, /Id4i4 Ala Peeqt.i2a 0 /. 7D e al ,-13-r • Inspector: Date: 6 ///9/ $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: 12'innNcti Maria. ShAPIoiati r ✓nta�<ex4! a fiJ;i,�Aslix9i3rirrS'. P ject I-()CAC v,etJ --q -O e of Inspection• r r (r cpt nS Address: o � L � 1-( � � Date cap • � � J 1 I Special instructions: Se' anted i a. m. Rego C.1) Phone. _ 3 j INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 COMMENTS: rYt u r ‘ Ole— -4-n h � 4\SGkA -r j 2 Inspector: I Date: 3(� Approved per applicable codes. INSPECTION RECOR (pi Retain a copy with perm; 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: Corrections required prior to approval. PERMIT NO. (206)431 -3670 �i�, Pr ject: -t � p ��P�t_ui ��� � t ion: � ri f Lj� Ty of Inspec �.c. Addre Q c (3 .S�, Date calle i I b i Special instructions: Date wanted:__ /01 Re e er` u g p � tC& P"r5 (2 ce) as - r - () - .0 INSPECTION RECOR Retain a copy with perm INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -36 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: Date: S— ) -7_ O ' 1 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IS Receipt No: Date: 1.., ...�r,..:.aF�+ ens` aii' ��k4iSu�r..[+ d4�' e�ELL�. �iStt/ �L"E��``s�t�4s:1r116'�.1(d.�'�' � • �< �`' 7` �' ��. nS�f` Y.°,' tss�3t".iS:..LgYM:.rU' +rx.cel. [ ,..,, .+ , idtzi ;b..,rfs;- e+.iii:�ti.a��,ii.+e adcisiK�et�`srcuk . tx'ejFS.orr! +'f.N.ik;' e?:w,• rd�.IfJBwti.J. 4 Y )d +di.`F,1ilJ ..r., B4r:si Proje of Inspection: % ( Addres s : s s/ 7SSr E ate Iled J�7 /o 1 i Special instructions: ba a at tL?r an te nI a.m. cam. Rg q d... PnZO -' Z2:1 _. 0330 Approved per applicable codes. Inspector: INSPECTION RECOR Retain a copy with perrnr INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 o Dili i PERMIT NO. (206)431.3 p Corrections required prior to approval. COMMENTS: _f ? �P '" M A a -1- 011 Yr)vPJ pp Date: 5 8 $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: : o& 3ri�tri Z~wtiac':�tis'�.�aiti�.S�`•�.e r, t,�. ••+A•r�.�ew<:A } .'.`.,7'u a � � ��i�Y.' � �: y;: �t .✓.�'�:dc`ti:.':c`a'1n'iwfc�."? .'�.til.dw'S:.a^,hN.«E.:�,� �Un ^iva vil'i ;iglu' SKirw "klt9•bu5aYicee .w .. titatik .ti .4 tit Pro t: Type of Inspection: 1,A Address: t/ 5. /3714 Date called: y 9/ Special instructions: t ( ' Date wanted: `1 1/ a.m. p.m. Requester: P hone: • INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: rat L-f / Lf I1 /gf .So-b I L d? r v.Jadtx; _c Orr $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: i:" '�i" Vi i` .'a 1 S.:75.' Mrt a`..`a T .' *'&t•'1�, 'i,' '. IJ' L'V.aSilaisa. �:4 �t WA4.4t'acefi ei 1444.1.14ktiO - :ldi:Cvth;�! °� ,. a.:; 5 wewaa iithti: Authorized Signature FINALAPP.FRM ' " • .; - 77, ,.-" • Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: City of 71thwila Fire Department Project Name FYT grq1E..),./ Address L. 2:1 TUKWILA FIRE DEPARTMENT FINAL 'APPROVAL FORM Retain current inspection schedule Needs shift inspection $, Approved without correction notice Approved with correction notice issued • • ( Permit No. T.F.D. Form F.P. 85 Date / / Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$-4404 • Fax (206) 575•4439 .g, AutyweetiAtorAgslrArtID4PV,M14 John W.lants, Mayor Thomas P. Keefe, Roe Chief Suite # z nw 6 5 _1 0 I- 00 co o . u) 11.1 —I 1.— 0 U. u i 0 g u. 22 a w z 1-0: z 0. UJ 0 - 0 I- UJ w I p 0 1- z Jamieson Consulting Job No. 20181 RETAINING WALL FOR FOSTERVIEW ESTATES TUKWILLA, WASHINGTON CITY F TUKWILA SEP062000 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 • 901 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 JAMIESON CONSULTING Consulting Engineering & Project Management JOE NAME F 7 r r Ems"* JO= NC. ZQ 1191 DATE TYPICAL CANTILEVERED RETAINING WALL a w4 w toe heel 7'� = g500 F Ks/ A5= (g)4-4 al= /6." , 031? h1 Lax NAME OUTPUT UNITS EFP # /ft3 Cf H 5.34 Lf 2.01 fs 1,495 fs2 1,732 Lf /3 0.67 X 0.42 2Lf /3 1.34 F 499 Fk 207 FS 1.519 Mot 888 # - ft Mr 1,349 # - ft Mu 1,010 # - ft W 1,094 # w1 375 # w2 467 # w3 202 # x1 1.67 ft x2 1.00 ft x3 1.00 ft x4 1.00 ft ft # ft ft ft ft ft # / ft2 # / ft2 ft ft ft # COMMENT btu= 40 d=#" 4e /'c1 CIICk FOOT/N(7 spA4) // /Z. ,0023 /4 14.102 =21 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 N o fl SHEET NO 1 OF I (?&0 S ri S v CO CO w �Q D d ! � O 2 U 0 , 0 — I] ' W w z . z J JAM C ON SL.�PI NG Consul E & Project ,ifanagement ( 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 5.33 50 0.67 0.67 0.50 1.33 TYPICAL CANTILEVERED RETAINING WALL NAME EFP Cf a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 OUTPUT UNITS COMMENT 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 # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft ZSGo 7s1 i= Ks/ Mu= 1.5 Ail/t) 5FEEL ! C/ 5P4) FOX S at) , //fU - A O.4, �_ 23ef r r . 2o, 5 K � ZO' Luray = 1,7( (e) JOE NAME FO Vt& W JOB NO. 20 lei DATE 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 3act2 6 1ff tl BY ")'Z SHEET NO. z 116,0 JAMIESON CONSULTING Consulting Engineering & Pro,ect Management f901 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 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME EFP 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 ifb SL D /N& - rOor V s JOB NAME -v ev JOB NO DATE SHEET NO. I1 OF OUTPUT UNITS COMMENT #1 ft3 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 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft 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 P 2%0 F51 i: 40 0/ �Q u= 3,67'.1 644" # '3 g Fib 't " doe 4e 1 /r 95K' /A4 5 2 (01 • 0. W N BY 7 31Pb.D • (2)4k 4- - rvi , �.S 11 r -r /s"O,c, i 4k 4 J - s" orc, s). 4 air 2) - roe Z ()co, u)0 cow, 9 � u) wO . CO D =a► 1— w , LU 0 . O D. 0 w w` UN o JC INPUT 35 0.267 7.33 0.67 0.67 1.33 2.00 JAMIESON CONSL.dilING Consulting Engineering & Project Management 4901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 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 2 Lf /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 "(C Z500 PSI i = KS/ I /I a= CO32 4/ 0, Z K' d=. 6" 45= Or371 . PPS t► /� Olt- *4 c, 14. 245g /' 5. 25' ,W ' T / B U G S P 4 7 J 5 // / , lig% 4e 4-g' d42° 6 4 3 /g (D 4 (3) JOB NAME / r,v /E`/ JOS NO. 20 / 0 / BY {/J Z ' DATE SHEET NO, di f 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 r • 1 0 10' c 1 1 1-1( 1 \ 1" i l li eLgAla &hit°, c, &i/2"O,C (7 >k 4 coN r • JC JAMIESON CONSLLTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 ' ^C) 803-2581 • FAX (425) 803-3289 INPUT 35 0.67 2.08 0.67 NAME EFP a w toe heel Lf fs fs2 Lf /3 X 2Lf /3 FS Mot Mr Mu w1 w2 w3 x1 x2 x3 Z5m 751 - 4o KS/ /4: 5.07'' dht 4 = 2 37t4 4'c , /AID t roe *-4s ? /W _ 2, &s ' (, Z5 OUTPUT UNITS # / ft3 ft ft ft ft ft 8.00 ft 3.42 ft 1,314 # /ft2 1,406 # / ft2 1.14 ft 0.85 ft 2.28 ft 1,120 # 1.507 2,987 # - ft 4,501 # - ft 5,077 # - ft 1,787 # 643 # 800 # 343 # 3.08 ft 2,41 ft 1.71 ft JOB NAME T VV IE VY JOB NO. DATE SHEET NO. 5 OF zo /SI CANTILEVERED RETAINING WALL W/ BASE SLAB 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 pcf) Weight of wall Weight of footing EY IN S "CL lz Vi gy sr 2 0 ; CO 0 W CO LL 0 M I 1--W 2 p' ON 0 1_ W W `. 0 0 Z JC JAMIESON CONS- _ZING Consulting Engineering 8 Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 ' (425) 803-2581 • FAX (425) 803 -3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT 35 10 0.67 0.83 2.25 1.25 NAME OUTPUT EFP a w toe heel H 10,00 Lf 4.17 fs 1,811 fs2 1,932 Lf /3 1.39 X 1.04 2Lf /3 2.78 F 1,750 FS 1.539 Mot 5,833 Mr 8,979 Mu 9,917 W 3,019 w1 1500 w2 1001 w3 519 x1 3,54 x2 2.58 x3 2.08 7 L 2500 Psi 4 = 40 A ( 144 (/ 5 mi=9,9z1L/ d = 6" 4 = o.4/ p/IUD " x-0,2 -' 4c /2'IorC g a= 2,65 = lv, -5 # - ft # - ft # - ft ft ft ft I D" JOE NAME F (EW JOB NO DATE UNITS COMMENT # / ft3 Equivalent fluid pressure ft Height of earth above base slab ft Wall thickness ft Footing thickness ft Length of toe ft Length of heel ft Overall height of equivalent fluid ft Total footing width # / ft2 Soil bearing if X is in mid 1/3 # / ft2 Soil bearing if X is not in mid 1/3 ft ft Location of resultant force ft Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing YRMit.'l w. vnw�nwxP• �mnh+w+rv�+.+•r�+..arr�n•.•p.•. zo rep EY 7)4 7 — SHEET NO. CO OF FR 4� ( %Z `c,g- ro c-e"o,c. 44x2o'' &) cavr )( , 3" e" /!.3" 0c) U) o, cow, w o: u_ Q. � z O` . z , O co ' o 1- 'w w' } V, O . z U � i Z " C JAMIESON CONSLLTING Consulting Engineering & Project Management , o 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 �' ^5) 803.2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT 35 12 0.83 0.83 3.17 1.25 NAME OUTPUT EFP a w toe heel H 12.00 Lf 5.25 fs 1,850 fs2 1,954 Lf /3 1.75 X 1.35 2Lf /3 3.50 F 2,520 FS 1.527 Mot 10,080 Mr 15,397 Mu 17,136 W 3,948 w1 1800 w2 1494 w3 654 x1 4,63 x2 3.59 x3 2.63 UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft 2 O 7W • _&>0 f<sr .# u= 17Z ds" 453,A F /'VD t r 1 tr Fog 4 d4& /2'0.C, 9/c 0g = (op id' JOB NAME FC5/ i..- V (OW JOB N0. DATE SHEET NO, 7 OF 20 /8 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 (12Q pcf) Weight of wall Weight of footing • N • • BY e PJ ( 4 T oP • /o P-3" U O (Ow, wo g -j c o 3 w . g. IIJ U IO co 0 H _'_ u i I _O • Z JC 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 JAMIESON CONSLLTING Consulting Engineering it 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 UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft - ac) ps/ 7 / 1O / es/ .d4- 45( 1T /2 d s ' 4=0,74,,e/ g 5G. 5''0, c, F /ND N 4 @ /o'O,c .Ada-5.3 / / -(1 lot' 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 ocf) Weight of wall Weight of footing r FosTe- ,—' V <E1A1 2d /Sf JOB NAME JOB NO DATE SHEET NO, OF 6 Nis BY D u. 13 /1' 8 .0 44 @S Ot(' 4s /o'OtC1 1 Y "cLe4 5� Gz(o 5 "Orc, -4 (7) 04- car • lo'' i = �JrS J JAMIESON CONS..LTING 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 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 c = 2.502 pst' ly = `gyp ks l 3,9K' 6" 45= 034 e/sitorc, &4 ' W " # /h= /'99K' =6.75 N� /t1,E7 Fccrra6 sPANs Wozi z, NVr or P, ss/VV JOB NAME JOB N0. 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 Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing / g tt • S BY SHEET NO. OF (2)4 4 TOP • 1 0/ ?t 1 4L -e'orc @8oc, (5).#4 coat JC JAMIESON CONSL,LTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803-3289 INPUT 35 0.267 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # /ft3 Cf 9.17 a ft 50 w4 # 0.67 w ft 0.83 t ft 1.00 toe ft 3.67 heel ft H 10.00 ft Lf 5.34 ft fs 1,854 # /ft2 fs2 1,885 # / ft2 Lf /3 1.78 ft X 2.01 ft 2Lf /3 3.56 ft F 1,750 # Fk 236 # FS 2.950 Mot 5,833 # - ft Mr 17,206 # - ft Mu 7,647 # - ft W 5,670 # w1 4038 # w2 917 # w3 664 # x1 3.50 ft x2 1.33 ft x3 2.67 ft x4 1.33 ft I Z5C0 FS y =4007 Mg= 7S' /4 0.47 // . @ 5d . PAID 'V " 3,17'` 64► 7 s' /U0 /tIgT SL(DAIG Fcor /AJG O4A-A 10re'z, NET o 7 ' 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 desig Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 3 BY SHEET NO. OF 111 "4-4. /o , =1� A( klictoz .#4 3'-OI /O'brC. 04-Co,tuT • S" (NT5 ) - � ` �U( CO 0 ' W ; W 0 ' 1 Q f d W W W, U 0 ; O c 0 I— W W' Z I— V I-6 . O Z w N 0. z.:: JC JAMIESON CONSL.rING Consulting Engineering & Project Management 1901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803-3289 INPUT 35 0,267 11.17 62 0.83 0.83 1.50 4.67 TYPICAL CANTILEVERED RETAINING WALL NAME EFP Cf a w4 w toe heel H 12.00 Lf 7.00 fs 1,850 fs2 1,969 Lf /3 2.33 X 2.91 2Lf /3 4.67 F 2,520 Fk 228 FS 3.476 Mot 10,080 Mr 35,033 Mu 13,821 W 8,584 w1 6260 w2 1391 w3 872 x1 4.67 x2 1.92 x3 3.50 x4 1.92 z5coF/ i = (PD of (M) # /3.83' de" /45= 0,4/ 5 c 9'0. c. (6o) Pe) 1 , 1f // o 4 C /9' ret _ Al 475' 7 7 s ' 4/0 Itl1T S -( / JG; 7 / 4 I 3 bPM //pry(' z, /1) OF p/1: V4. JOB NAME JOB N0. 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 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft 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 I, 8 • SHEET N0. OF izli'& .b (2)- TOP • • • 4. 10" 4 S (Nr5) Jti Kappler Architects P.S. VERSION 07.0 INCLUDES J STORY Job No. 99086 -21 Date 2/25/00 SPM Lateral Analysis for: Dujardin Plan #2108 w/ Office City of Tukwilla, WA LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PARAMETERS SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR SF, PLATE HT. MAIN FLOOR SF, PLATE HT. LOWER FLOOR SF, PLATE HT. OTHER SF, LONG / SHORT WALL ;0 ,? „; SF WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION y .,,n 31 :Nr-c SAIL AREA PLF FOR PERIMETER OF BUILDING UPPER FLOOR WALLS & ROOF (Roof + 1/2 Upper Floor) MAIN FLOOR WALLS (1/2 Upper Floor +1 /2 Main Floor) LOWER FLOOR WALLS (1/2 Main Floor +1 /2 Lower Floor) OTHER (Roof+ 1/2 Floor) KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086-21 - (ExpC) Plan #2108 w_Office_1997 -9 Lateral analysis worksheetl.xls SF SF SF Long Wall 1 I ;2036.,::: ST,bF TUKWI( q SEP06 ?e PERMIT CENTER "B" Default 80 MPH Default 3 Default (sd) Default (table 16 0) 0 PSF Default Short Wall /12 SF (for rho factor) FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default 7/28/00 PAGE 1 WALL HEIGHT Ce Cq qs 1w 249 0.00 0 -15' P= 1.06 1.3 16.40 1 22.60 PSF 20' P= 1.13 1.3 16.40 1 24.09 PSF 25' P= 1.19 1.3 16.40 1 25.37 PSF 30' P= 1.23 1.3 16.40 1 26.22 PSF 26.22 341 25.37 228 22.60 249 0.00 0 REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability/Redundancy Factor: P = 2 - ( 20 / ( r max ((sq. root of AB))) VALUE USED where: AB Ground floor area of structure AB r max = Max element - story shear ratio square root r max = r i / story shear r i = element story shear x 10 / lw element shear lw (LENGTH) P= r i story shear rmax= ( 2337 1 13470 1 _ DESIGN CRITERIA FOR WIND ANALYSIS WIND PER SECTION 1618 VALUE USED Ce = Cq = qs = iw = -1.07 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure lw = Importance Factor 1.06 1.30 16.40 1 ri= therefore use WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (lw) (iWzA8 . , ...`.3:5;x ; P= EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 13.0 (P) Upper Floor (Main walls) 9.0 (P) Main Floor (Lower walls) 11.0 #N /A 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086- 21- (ExpC) Plan #2108 w_Office_1997 -9 Lateral analysis worksheetl.xls Min = 1.0 Max =1.5 PSF 1409 38 23371 0.17 PLF SF # FT # FT # FT # FT 7/28/00 PAGE 2 re W 00. co ra fn W` cow W 0 2 44 LL 4 ( N cy , w, I-- 0 Z W' 0 N, of W W" 2 H Vi uj z 0 Z (P) Roof (Upper walls) 12 1177 SF 14124 ADDITIONAL LOAD 0 1177 SF 0 S / S EX. WALLS 10 92 8 7360 F / B EX. WALLS 10 64 8 5120 INTER. WALLS 8 78 8 4992 Roof (Upper walls) 31596 30 947880 947880 0.4730 6371 Upper Floor (Main walls) 31437 44ppi Ftnlin ITE 0gO8057 0.3294 4437 Main Floor (Lower walls) 33003 12 RFI I P►7 tNA 2004093 0.1976 2662 (P) Upper Floor (Main walls) 15 931 SF 13965 S / S EX. WALLS 10 92 8 7360 F / B EX. WALLS 10 64 8 5120 INTER. WALLS 8 78 8 4992 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 31437 (P) Main Floor (Lower walls) 15 906 SF 6795 S / S EX. WALLS 10 92 12 11040 F / B EX. WALLS 10 64 12 7680 INTER. WALLS 8 78 12 7488 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 33003 #N /A 12 0 SF 0 ADDITIONAL LOAD 0 0 SF 0 S / S EX. WALLS 10 0 10 0 F / B EX. WALLS 10 0 10 0 #NIA 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16b0. 16N BASESHEAR:Vb= (3.OxCa /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 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSFI LONG WALL ISHORT WAL WEIGHT 31596 # BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W STORY SHEAR TOTAL WEIGHT W= 96036 *load reduced by half due to plan configuration of front wall being concrete Not included in total BASE SHEAR: Vb= 0.1964 96036 18858 WORKING STRESS WOOD DESIGN 1.4 I 13470 I# Wihi / sum WI hi (Plate Ht.) Wi x hi sum Hi x hi Wihi Vi TOTAL FLOOR FQW,44116520 2555937 99086-21 - (ExpC) Plan #2108 w_Offce 1997 -9 Lateral analysis worksheetl.xis exrie4i . . , A aMrVtrII Rw,wrrf mtfro rv.ra..mwe•...< y..� 13470 I# 1 /28/00 PAGE 3 5/8" DIA. AB 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 SHEAR AT BASE ANCHORAGE 1/2" DIA. AB SEISMIC FORCE 164 113 145 0 #FT # FT # FT # FT SEISMIC FORCE Shear Walla UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 341 # FT @ 569 # FT @ 818 # 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. , 6269 489 #FT CHECK TOP CHORD M= 59033509.54 T =C= 1844797.173 2 -2X4 10.5 17569497.] ALOW.Ft= 2 -2X6 16.5 {11.1805 89 16d .`?' , ;4. I: ''.? 1.33 143.64 # /NAIL 550 1.331 731.501#/BOLT MIN BOLT SPACING 4 ,'.I'sa ? 'A 851 FT O.C. 790 1.331 1050.71#/BOLT MIN BOLT SPACING f' ` " "% ' " ' ,,;,�:,,. �<�� i FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086-21 - (ExpC) Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xls 1056714 13470 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A 12843.20 NAILS Not included in total 164 113 145 0 341 228 249 0 # FT # FT # FT # FT # FT # FT # FT # FT 525 1.331 698.2510K 7/28/00 PAGE 4 V W h Wh F Roof (Upper walls) 13470 31596 13 410748 5236 Upper Floor (Main walls) 13470 31437 9 282933 3607 Main Floor (Lower walls) 13470 33003 11 363033 4628 #N /A 13470 0 0 0 0 5/8" DIA. AB 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 SHEAR AT BASE ANCHORAGE 1/2" DIA. AB SEISMIC FORCE 164 113 145 0 #FT # FT # FT # FT SEISMIC FORCE Shear Walla UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 341 # FT @ 569 # FT @ 818 # 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. , 6269 489 #FT CHECK TOP CHORD M= 59033509.54 T =C= 1844797.173 2 -2X4 10.5 17569497.] ALOW.Ft= 2 -2X6 16.5 {11.1805 89 16d .`?' , ;4. I: ''.? 1.33 143.64 # /NAIL 550 1.331 731.501#/BOLT MIN BOLT SPACING 4 ,'.I'sa ? 'A 851 FT O.C. 790 1.331 1050.71#/BOLT MIN BOLT SPACING f' ` " "% ' " ' ,,;,�:,,. �<�� i FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086-21 - (ExpC) Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xls 1056714 13470 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A 12843.20 NAILS Not included in total 164 113 145 0 341 228 249 0 # FT # FT # FT # FT # FT # FT # FT # FT 525 1.331 698.2510K 7/28/00 PAGE 4 #N /A 0 2.75 0 0 0 0 #N /A l MUM I Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED #N /A #N /A MIN PLATE NAILING 5 INC O.C. #N /A 220 #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0.00 0 2653.92 0 0 0.00 2- CS16 -30 0.00 #DIV /0l 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A 9 3.5 2.75 2.75 0 341 I R1:410N1 Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 9545.39 7499.95 7499.95 0.00 MIN PLATE NAILING 5 INC O.C. 280 220 220 0 0 0 0 0 326.67 201.67 201.67 0.00 2633.92 2653.92 2653.92 #DIV /0! 2- CS16 -30 2- CS16 -30 _ 2- CS16 -30 #DIV /0l 22 8 13.5 0 0 349 P,�14 Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 22325.43 37674.17 0.00 0.00 MIN PLATE NAILING 5 INC O.C. 640 1080 0 0 0 0 0 0 1706.67 4860.00 0.00 0.00 2577.35 2430.68 #DIV /0! #DIV /0! 2- CS16 -30 2- CS16 -30 #DIV /0! _ #DIV /0! 15 4 10 4 0 199 114 .x x, <� Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 6363.59 15908.98 6363.59 0.00 MIN PLATE NAILING 9 INC O.C. 320 800 320 0 288 672 384 0 810.67 4906.67 938.67 0.00 1388.23 1100.23 1356.23 #DIV /01 CS16 -30 CS16 -30 CS16 -30 #DIV /0! SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 U- u_ UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 239 2 /3DL REACTION HOLDDOWN 341 2 /3DL REACTION HOLDDOWN 341 2 /3DL REACTION HOLDDOWN 239 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086- 21- (ExpC)_Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 7/28/00 PAGE 5 ,.nat g a' 9 12 13 0 0 1 14 Mo= 11781.74 12763.55 0.00 0.00 MIN PLATE NAILING 8 INC O.C. Wall(DL) 960 1040 0 0 0 Roof (DL) 0 0 0 0 0.00 Mr= 3840.00 4506.67 0.00 0.00 MIN PLATE NAILING T =C 661.81 835.14 #DIV /01 #DIV /01 14 INC O.C. REQUIRED NA _ NA #DIV /01 #DIV /0! 14 11 12 0 0 208 at Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 18260.75 19920.81 0.00 0.00 MIN PLATE NAILING 8 INC O.C. 880 960 0 0 0 0 0 0 3226.67 3840.00 0.00 0.00 1366.73 1340.07 #DIV /01 #DIV /0! CS16 -30 CS16 -30 _ #DIV /0! _ #DIV /01 9 24 19 0 0 7 8146 Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 13699.70 10845.59 0.00 0.00 MIN PLATE NAILING 24 INC O.C. 1920 1520 0 0 0 0 0 0 15360.00 9626.67 0.00 0.00 -69.18 64.15 #DIV /01 #DIV /01 NA NA #DIV /01 #DIV /01 FRONT TO BACK UPPER FLOOR Load Ht. 8 2 /3DL UPPER FLOOR Load Ht. 8 w 2 /3DL REACTION UPPER FLOOR Load Ht. 8 w J UPPER FLOOR Load Ht. 8 341 REACTION HOLDDOWN 341 HOLDDOWN 341 2 /3DL REACTION HOLDDOWN 341 2 /3DL REACTION HOLDDOWN TRIB.LENGT a TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425-641-5320 99086- 21- (ExpC)_Plan #2108 w_Office_1997-9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 7/28/00 PAGE 6 0 #DIV /0! I?ODIVl011l MIN PLATE NAILING #DIV /01 INC O.C. Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #DIV /01 #DIV /01 #DIV /01 #DIV /0! 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIV /01 #DIV /0! #DIV /0l #DIV /01 #DIV /0! #DIV /0! _ #DIV /0! _ #DIV /01 FRONT TO BACK UPPER FLOOR Load Ht. 8 2 /3DL UPPER FLOOR Load Ht. 8 w 2 /3DL REACTION UPPER FLOOR Load Ht. 8 w J UPPER FLOOR Load Ht. 8 341 REACTION HOLDDOWN 341 HOLDDOWN 341 2 /3DL REACTION HOLDDOWN 341 2 /3DL REACTION HOLDDOWN TRIB.LENGT a TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425-641-5320 99086- 21- (ExpC)_Plan #2108 w_Office_1997-9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 7/28/00 PAGE 6 1.75 1.5 0 0 11803.28 10117.09 0.00 0.00 280 240 0 0 0 0 0 0 163.33 120.00 0.00 0.00 6651.40 6664.73 #DIV /01 #DIV /01 STHD14 STHD14 #DIV /01 #DIV /0! #N /A ( Mo= 3.5 0 4 0 683 ;;1Z PZ: I 0 19126.60 0 #N /A I A Wall(DL) Floor,Roof(DL Mr- T =C REQUIRED #N /A Wall(DL) #N /A 480 #N /A 1520 #N /A Floor,Roof(DL MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 Mr= 0 480.00 0 4813.33 0 T =C 0 5304.74 0 4958.08 0 REQUIRED 0.00 HD10A 0.00 HD10A 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A _ #N /A 24 3.5 3 4 9,5 683 ;;1Z PZ: I Mo= 19126.60 16394.23 21858.97 51915.05 MIN PLATE NAILING 3 INC O.C. Wall(DL) 560 480 640 1520 1068 Floor,Roof(DL 0 0 0 0 1115.33 Mr= 653.33 480.00 853.33 4813.33 MIN PLATE NAILING T =C 5278.08 5304.74 5251.41 4958.08 3 INC O.C. REQUIRED HD10A HD10A (2) MST48's HD10A 14 2.5 3.5 3.5 3.5 613) E ` I Mo= Wall(DL) Floor,Roof(DL Mr- T =C REQUIRED 12260.64 17164.90 17164.90 17164.90 MIN PLATE NAILING 3 INC O.C. 400 560 560 560 612 1068 780 396 843.33 1899.33 1563.33 1115.33 4566.92 4361.59 4457.59 4585.59 (2) MST48's _ (2) MST48's (2) MST48's _ (2) MST48's RIGHT TO LEFT MAIN FLOOR TRIB.LENGT Load 228 Ht. 8 Mo= WaII(DL) O Floor,Roof(DL u.. 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR Load Ht. 8 ug 569 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 569 D: 2 /3DL REACTION HOLDDOWN 569 2/3DL REACTION HOLDDOWN 12 TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS w/ SSTB28 w/ SSTB28 TRIB.LENGT a b b c b b c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086- 21- (ExpC)_Plan #2108 w_Office_1997 -9 Lateral analysis worksheetl.xis d d d w/ c d SHEAR V WALL TYPE LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 2 INC O.C. 7/28/00 PAGE 7 9 11 4.5 4.5 2.5 228 IfeaP,19401 MIN PLATE NAILING 8 INC O.C. Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 20037.39 8197.11 8197.11 4553.95 880 360 360 200 312 156 156 108 4370.67 774.00 774.00 256.67 1424.25 1649.58 1649.58 1718.91 STHD14 CS16 -30 CS16 -30 CS16 -30 CS16's TO HAVE STHD14 BELOW AS REQ'D PER GRADE 14 19 5 0 0 332* . P14 , Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 50472.97 13282.36 0.00 0.00 MIN PLATE NAILING 5 INC O.C. 3040 800 0 0 0 0 0 0 19253.33 1333.33 0.00 0.00 1643.14 2389.81 #DIV /0l #DIV /0l STHD 14 2- CS16 -30 #DIV /0l _ #DIV /0l ' 9 23 17 3 0 1191 "P1` Mo= WaII(DL) Floor,Roof(DL Mr- T =C REQUIRED 21922.51 16203.60 2859.46 0.00 MIN PLATE NAILING 14 INC O.C. 3680 2720 480 0 0 0 0 0 28213.33 15413.33 480.00 0.00 - 273.51 46.49 793.15 #DIV /0l NA NA 1 CS16 -30 #DIV /0! 0 0 0 0 0 #DIV /0! INI#D1WW691 MIN PLATE NAILING #DIV /01 INC O.C. Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #DIV /0! #DIV/0! #DIV /0! #DIV /0! 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIV /01 #DIV /0! #DIV /0l #DIV /0! #DIV /01 #DIV /01 #DIV /0! #DIV /0! FRONT TO BACK MAIN FLOOR Load Ht. 8 2 /3DL MAIN FLOOR Load Ht. 8 cc MAIN FLOOR Load Ht. 8 REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 569 569 v 2/3DL REACTION HOLDDOWN 569 2 /3DL REACTION HOLDDOWN 569 2/3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086- 21- (ExpC)_Plan #2108 w Office_1997 -9 Lateral analysis worksheet1.xls d d d d SHEAR V WALL TYPE 7/28/00 PAGE 8 Lir J V Cl) W W ` J N LL ui 0 ,: 2 -t to = d . W Z �! o z 111 uj U a IIj 0 0 H W W t1I to 0 Z #N /A 13 0 .7 0 5451, R24=1 0 0 0 #N /A I I Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A 3520 #N /A 0 #N /A 0 #N /A 0 MIN PLATE NAILING #N /A INC O.C. 18773.33 0 0 5044.12 0 5484.12 0 ON CONC. 0 0 0 0.00 0 0.00 0 0.00 0 #N /A 0.00 #NIA 0.00 #N /A 0.00 #NIA 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A _ #N /A #N /A 13 0 .7 0 5451, R24=1 0 0 #N /A jugoommenissi MIN PLATE NAILING #NIA INC O.C. Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A MIN PLATE NAILING 3 INC O.C. #N /A 3520 #N /A 0 #N /A 0 0 0 0 18773.33 0 0 5044.12 0 5484.12 0 ON CONC. 0 0 #DIV /01 0.00 8351.52 0.00 2 INC O.C. 0.00 0.00 #N /A HD10A #NIA #N /A #NIA #N /A #N /A #N /A #N /A 24 13 16 .7 0 5451, R24=1 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 77966.96 95959.33 41982.21 0.00 MIN PLATE NAILING 3 INC O.C. 2860 3520 1540 0 0 0 0 0 12393.33 18773.33 3593.33 0.00 5044.12 4824.12 5484.12 #DIV /01 ON CONC. ON CONC. HD10A #DIV /01 14 3.5 3.5 3.5 3.5 818 P24. , Mo= 31486.66 31486.66 31486.66 31486.66 Wall(DL) 770 770 770 770 Floor,Roof(DL 900 1740 1164 396 Mr= 1948.33 2928.33 2256.33 1360.33 MIN PLATE NAILING T =C 8439.52 8159.52 8351.52 8607.52 2 INC O.C. REQUIRED HD10A _ HD10A HD10A _ HD10A RIGHT TO LEFT LOWER FLOOR Load Ht. 11 0 u. 2 /3DL 818 REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 818 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 2/3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 ug or 2/3DL 0 2 REACTION HOLDDOWN 818 818 TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b c c wl SSTB28 b c w/ SSTB28 w/ SSTB28 w/ SSTB28 w/ SSTB28 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086-21 - (ExpC) Plan #2108 w_Office_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 7/28/00 PAGE 9 9 20 5 0 0 294 tttR!M4'' Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 64772.55 16193.14 0.00 0.00 MIN PLATE NAILING 6 INC O.C. 2200 550 0 0 312 156 0 0 16746.67 1176.67 0.00 0.00 2401.29 3003.29 #DIV /0I #DIV /01 ON CONC STHD 14 #DIV /01 #DIV /01 14 19 5 0 0 4770P1f31 owl MIN PLATE NAILING 4 INC O.C. Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 99707.74 26238.88 0.00 0.00 4180 1100 0 0 0 0 0 0 26473.33 1833.33 0.00 0.00 3854.44 4881.11 #DIV /01 #DIV /01 ON CONC HD10A #DIV /0l #DIV /01 9 20 5 0 0 294 P,;1.. Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 64772.55 16193.14 0.00 0.00 MIN PLATE NAILING 6 INC O.C. 4400 1100 0 0 0 0 0 0 29333.33 1833.33 0.00 0.00 1771.96 2871.96 #DIV /01 #DIV /0! ON CONC STHD 14 _ #DIV /01 #DIV /0! 0 0 0 0 0 #DIV /0! it>tDN/0 Mo= Wail(DL) Floor,Roof(DL Mr= T =C REQUIRED #DIV /0! #DIV /0! #DIV /0! #DIV /0I MIN PLATE NAILING #DIV /01 INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIV /01 #DIV /01 #DIV /01 #DIV /01 #DIV /0! #DIV /01 #DIV/01 #DIV /01 FRONT TO BACK LOWER FLOOR Load Ht. 11 C7 2 /3DL w U REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 818 818 818 818 2/3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT a TRIB.LENGT a b WALL SEGMENTS L w/ SSTB28 a b TRIB.LENGT a b b C C C C d d d d SHEAR V WALL TYPE KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086-21 - (ExpC) Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xls 7/28/00 PAGE 10 Z 00, to D W w ; w 0 ;. u. to O ri WI O 1- tw o H F ti 0 Z' I " .. N O z WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/28/80 FILE: K: \ \KAA \ \99\ \99086 \ \9908621.WS Homeowner: Builder: Site: DUJARDIN PLAN #2108 w/ OFFICE Analyst: MATT MERCER Jurisdiction: Utility: House Type: Single Family Floor Area: 3014 ft2 Weather Data: Seattle, WA Climate Zone: 1 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component BG Wall 2' BG Slab 2' On Grade Slab Floor Glazing @15 Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description BG Wall R13 Batt 2' depth BG Slab On Grade Slab R5 2' horizontal Floor R19 vented Joist 16oc Glazing @130 * *vinyl clr /air REFERENCE 707 11.66 PROPOSED 697 Btu /hr -F 11.78 kWh /ft2 -yr Reference Value X U -0.043 F -0.690 F -0.540 U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Reference UA 706.9 Value U -0.056 F -0.673 F -0.700 U -0.041 U -0.520 HOUSE ID: 99086.21 Area = UA 930 40.0 32ft 22.1 119ft 64.3 1299 53.3 452.1 293.9 54.0 21.1 2671 165.6 1299 46.8 28299ft3( 181.3) X Area = UA 930 32ft 119ft 1299 394.0 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 52.1 21.5 83.3 53.3 204.9 ce o § ` N w N LL W 0 ` 2 w z ; ;Z 1�- w w 0 co a W W` r4 tl .z U= O _ WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/28/80 FILE: K:\\KAA\\99\\99086\\9908621.WS Doors AG Wall Ceiling Infiltration Struc Mass Light Frame, Sheetrock walls HEATING/COOLING/VENTILATING SYSTEMS Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses(% Dsn Load): Total Load: System Size(Output): Average Annual Heat: Annual Cost: Cooling System: SEER: Cooling Load(at 4F dt): System Size(%Over): Annual Cool Requirement: PROPOSED DUCT SYSTEM SUPPLY RETURN Ventilation System: Wood 1 3/8", solid flush R19 STD Lap Wood R13 STD Lap Wood R30 blown Attic STD baffled Standard Air Sealing Solar Access: Location PROPOSED Gas Furnace DEFAULT 78 % 62 % Vented crawlspace Attic or garage 0.60 45724 Btu/hr 9962 Btu/hr(22%) 55686 Btu/hr 83500 Btu/hr (150%) 176 MBtu 986 Integrated Spot & Whole House 0.0 () Btu/hr tons(@125%) kWh/yr Partially Shaded 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 3014 Surface Area 602.8 ft2 120.6 ft2 HOUSE ID: 99086.21 54.0 21.1 463 28.7 2266 185.8 1299 46.8 28299ft3 (181.3) 697.4 9042 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/28/80 FILE: K:\\KAA\\99\\99086\\9908621.WS HOUSE ID: 99086.21 GLAZING ORIENTATION PROPOSED PROPOSED South • 99.0ft2 North : 99.0ft2 Southeast : Northwest : East 98.0 West 98.0 Northeast : Southwest : Eff S Glz: 4.4% Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 3 NINCIWORIJI JOB NAME: Dujardin Development Fosterview Estates Plan 2108 w/ Office DATE: JOB NUMBER 99086.21 BY: Copyright 1994 WINDOW TOTALS ROOM NAME WIDTH (IN FEET) HEIGHT AREA QUANTITY (IN FEET L SQUARE FEET (HOW MANY) I TOTAL AREA TOTALS I (IN SQUARE FEET) (IN SQUARE FEET) 0 R FLOO BASEMENT BASEMENT BASEMENT TOTAL MAIN AIN FLOOR DINING FAMILY FAMILY FAMILY ENTRY TOTAL UPPER MASTER BEDROOM BEDROOM #2 BEDROOM #3 LAUNDRY OFFICE OFFICE MASTER BATH TOTAL UPPER TOTAL GLAZING SQ. FT. TOTAL HOUSE SQ. FT. -Glazing % 4.00 6.00 8.00 4.00 6.00 5.00 2.50 1.00 7.00 6.00 6.00 4.00 4.00 5.00 2.00 5.00 6.67 5.00 5.00 6.67 5.00 5.00 6.00 4.00 4.00 4.00 3.50 3.50 4.50 3.00 20.00 40.02 40.00 20.00 40.02 25.00 12.50 6.00 28.00 24.00 24.00 14.00 14.00 22.50 6.00 1.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 SUMMARY 20.00 40.02 40.00 40.00 40.02 50.00 25.00 6.00 PPER FLO 28.00 24.00 24.00 14.00 14.00 22.50 6.00 2/25/00 MJM 100.02 161.02 132.50 393.540 3,014.00 13.1% 7/28/00 9908621 - Glazing.xls z w - 2 6 -1 00 0) 0 • 111 WI -J I- CO IL ijj 0 g u . w a w z ZI- o w D 0 - Di- u) u j I 0 LL- b z LU F. I 0 z Test No. Test Location Depth itt.1 soil Type Moisture Content V%) Ory Density iPCF) Relative Compaction • Remarks 3 ::5 z •- e..:; 5. t)/ ,A Ac.U..,.. 6/1 1..41 i ..V. .6' I A A ii2 • iS . 0 a e „,-. 7 A A *:?. -:"., / 1, 0 cia ,. 7 35 2,•:, !,.,."' iv ■,1 , • • • " -,.. r--/ • • A A ..a,;.9 / qc5 , i .• .•,, 7 r Project: Subject: '7 / Location: [JA! / A Weather: ti/v/..."/ Present At Site: 77s*/) •C" ) 7 , ;4..1 - 77 vt) .) f , rr.70 e ( 2�s? L', AC/.1/4 A) E -r- ; ,V Gs.] 0-re A.1 r.a0 7 A--.A./ e . - r A I (f.. ( ie t■-', 4.-c.)7 f ':-. ? fkie.r. ,:. t ...i -. (e r ( ..., ;,,1 !--".■. r ...4., 1,4- r . ' r•r*) ii! e l_i(' . / (Yrs 44 . i - / LII S e r" . r 1 :e r .•.- .. /7- •^,/) "1 .• ,...,. c)S:. sr?' I ..'''' ../1 "li - I A-( 14. ,.,..) ...I; /vs,- .1 .4 6' Ar 7 ,- /ry 11/ r 4-77.e(7 -2- 1 • s • Th! TERRA ASSOCIATES, Inc. Geotechnical Consultants (425) 821 - • Field Density Test Data Contractor: 771p /5 -; ( / / 1,11 ,• ) Daily Field Memo Project No /5 2 Memo No. Date 4 / 76 / r• A r .71; Copies To: anroi....m.irro.,..rtrormer.w. Ar ? 01 09: 18a Penhalregon Assoclens Consuf ing Engineers, Inc. Engineering Planning Surveying Mr. Dave Larson City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 Subject: Staking of Home Foundations Lots 7 and 8 at Fosterview Estates Dear Dave, On Wednesday April 11, 2001 our field crew was on site at the Fosterview Estates and staked the home foundations per plan on lots 7 and 8. Locations are based on Kappler Architect Plan Sheets dated June 3, 2000 as established from the existing plat monumentation, please feel free to call if you have any questions. P 1P9499600 104.10N1 WeLarwiM 10). U j Federal Way F•. _11econ Associates April 11, 2001 Regards, PENHALLEGON ASSOCLkTES CONSULTING ENOt TEERS, INC. B e L. Ehrich Project Surveyor KIrKland 750 Sixth Street South • Kiniand. WA 98033 P. 425 827.2014 • F. 425.827 5043 425- 82'7 -5043 Cle Elum p.2 TWAeoQAa $ FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED �? PROJECT NO. �S /S' PROJECT NAME: i�:� !� ri t /.'( =10 Lo PROJECT LOCATION. `` L ''t CONTRACTOR: DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: SIGNATURE v L��';< ", -�/ . 419 e_ TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 REPRESENTATIVE: /1 CA 'lzruR rC Cv v PC_ e::. ?. 5 : 7 3 . 1 - 72%.%i /`cr. ".1.:% Ca 779z5 `/ /,i) t�.7. Ot % ' . , Avs /S✓/ L 4) , , v 6 LO 4 1 1 ) .. A .! t_ 0 c . , 1 - 1 , A 5 / /c) ci l) /36., /• u( :3'7.3 f UO 77 rU 6 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 _uils.observed•in foundatign areas due to construction activity or rainfall should be removed prior to con r '� ete placement. 1�„.. --- - 1"� ce .• .1� 3..y- 71 . / `,A4ri /, /A! / /' - i C..." rrK � r'/ COPY T0: , . - - ,wpm):Mr+ X+ qrtn<Norkaroary'n+rroy :M,yrxv4`.?)))'tP ' FOOTING EXCAVATION FIELD CONDITIONS NOTED `1:_L• A r C.. C 77:\i e3 A7Z.4 .: // /Urt 7 7" , 6. .J ✓1./ Ii L..•l ./I-LM--;7:r f -, 6 i ' c � k ' HOU C_ % ^/` .::_D7 - S i' F (. ,� rC.) c e'''2:7",'.; ?" :� Fi '�.5.�/ cG• -, ,;4r i.J 5714: 't,r n.x':S2 F. /t . 4A'0 /7./ pc . Q G ' 40, ' t o ,v 4 5,' 4.7 , ,%'+ I /JU/L. ,0 ,A,'6 L -c) -f.,) 5. r") r. , .' - rc.C✓f - ti !A/G ';<L / l,G r e'? .4 /'VW' / - '/': Z C O/w / $ FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED �? PROJECT NO. �S /S' PROJECT NAME: i�:� !� ri t /.'( =10 Lo PROJECT LOCATION. `` L ''t CONTRACTOR: DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: SIGNATURE v L��';< ", -�/ . 419 e_ TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 REPRESENTATIVE: /1 CA 'lzruR rC Cv v PC_ e::. ?. 5 : 7 3 . 1 - 72%.%i /`cr. ".1.:% Ca 779z5 `/ /,i) t�.7. Ot % ' . , Avs /S✓/ L 4) , , v 6 LO 4 1 1 ) .. A .! t_ 0 c . , 1 - 1 , A 5 / /c) ci l) /36., /• u( :3'7.3 f UO 77 rU 6 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 _uils.observed•in foundatign areas due to construction activity or rainfall should be removed prior to con r '� ete placement. 1�„.. --- - 1"� ce .• .1� 3..y- 71 . / `,A4ri /, /A! / /' - i C..." rrK � r'/ COPY T0: , . - - ,wpm):Mr+ X+ qrtn<Norkaroary'n+rroy :M,yrxv4`.?)))'tP ' Apr 12 01 09:18a Penhallegon Associates Penhallegon Associates Consulting Engineers, Inc. Engineering Planning Surveying Mr. Dave Larson City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 April 11, 2001 425- 827 -E043 Subject: Staking of Home Foundations Lots 7 and 8 at Fosterview Estates Dear Dave, On Wednesday April 11, 2001 our field crew was on site at the Fosterview Estates and staked the home foundations per plan on lots 7 and 8. Locations are based on Kappler Architect Plan Sheets dated June 3, 2000 as established from the existing plat monunientation, please feel free to call if you have any questions. p4 ap4 federal W ay Regards, PENHALLEGON ASSOCIATES CONSULTING ENGINEERS, INC. Ben L. Ehrich Project Surveyor Klrk!and 750 Sixth Street South • Kirland, WA 98033 P. 425.827.2014 • F. 425.827,5043 RECEWED • APR 2 7 2001 BUILDING DEPARTMENT Cle Elum P. 2 SIGNATURE NOTES: r/ • i1rSOvc� efr3 .. "%14.: ? .4e6 L. TERRA ASSOCIATES REPRESENTATIVE 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 IG, c ' , / PROJECT NO. /S� ✓.� L PROJECT NAME: 71. -2' Lc 7 7; 8 CONTRACTOR: 0,1- r/l,ofi'1 DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: or 2, C„ ,as' "! /S Ul 4- //v 6 L O efY' _`. • A/`' 1 c .0 O SC . : r\ 2,• r r 2 [ 77 1T /43 /rk /i 4,t/ 57/O c/c. /) (JC- / ( v1 C)VG`?7 f -t) - 7 it 7 % N Ca A /%' / <. t o 1 rC C• ort / r /tee i 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 _5011sobserved-in foundati9n areas due to construction activity or rainfall should be removed prior to con ?ete placement. PROJECT LOCATION• T•4441 /c L A REPRESENTATIVE: •Sco 77- c:7 - t o) COPY TO: ' bElltplennsima+ur ,, , +w.»r.wno tworr.v FPWa*IPAI!R} i9.E M!Sthf +'!tt 'rof"MYWIIMEth 'm�.Marnwtr Lin e /460W/el:PA/ /- M.'✓vibxglv_`14,,,1vi1hnns wwRV.rv..x vv.vw�.- ... —.,. ..,„ ».. 10 die RECEIVED APR 2 7 2001 BUILDING DEPARTMENT ,: �.4 " i ..1 " re U0 W 0 W W =: J H: W 0; 2 J co 3 w , z O ' z ur 0 ! 0 N . 0 H W t1J� H 0 ; I I 0 Z IMP U N H =. 0 ~. z FOOTING EXCAVATION FIELD CONDITIONS NOTED /It_ L. 4%1 "Z C.. l 00 , 7 i 'fes Azifa S t oc) 7 ";C: 5 [nJl. t c..: t' ✓i't/.4 7T:; 0 1: HO 05e..• 5 OA/ L' 07 S 7 r (5 z ro 8 /G�'.: -7 T'/ fg �/ c Ores /W/ -r?t' i 571.1./r 7 L F7 G A A) 0 / /-/ Pc At:: s 40. ra /V477 vG s/ L. TS, GxF'G c °/6 : o 5v,f'oer Z.0Uv f ps / /3U/c ,3//:/6 Lc) A AL.. c P`2�Xy '.77 N C, .47C C/1 t''J5 ; / /,c w1 / 3 J /VOO,A./ .. Yro'G 6.,A( 6. SIGNATURE NOTES: r/ • i1rSOvc� efr3 .. "%14.: ? .4e6 L. TERRA ASSOCIATES REPRESENTATIVE 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 IG, c ' , / PROJECT NO. /S� ✓.� L PROJECT NAME: 71. -2' Lc 7 7; 8 CONTRACTOR: 0,1- r/l,ofi'1 DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: or 2, C„ ,as' "! /S Ul 4- //v 6 L O efY' _`. • A/`' 1 c .0 O SC . : r\ 2,• r r 2 [ 77 1T /43 /rk /i 4,t/ 57/O c/c. /) (JC- / ( v1 C)VG`?7 f -t) - 7 it 7 % N Ca A /%' / <. t o 1 rC C• ort / r /tee i 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 _5011sobserved-in foundati9n areas due to construction activity or rainfall should be removed prior to con ?ete placement. PROJECT LOCATION• T•4441 /c L A REPRESENTATIVE: •Sco 77- c:7 - t o) COPY TO: ' bElltplennsima+ur ,, , +w.»r.wno tworr.v FPWa*IPAI!R} i9.E M!Sthf +'!tt 'rof"MYWIIMEth 'm�.Marnwtr Lin e /460W/el:PA/ /- M.'✓vibxglv_`14,,,1vi1hnns wwRV.rv..x vv.vw�.- ... —.,. ..,„ ».. 10 die RECEIVED APR 2 7 2001 BUILDING DEPARTMENT ,: �.4 " i ..1 " re U0 W 0 W W =: J H: W 0; 2 J co 3 w , z O ' z ur 0 ! 0 N . 0 H W t1J� H 0 ; I I 0 Z IMP U N H =. 0 ~. z TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences P ZcC0 -118 Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 8 Tukwila, Washington RECE° pwiLA co- OF no PERMIT CENTER Reference: Plan Review, Fosterview Estates, Lot 8, Terra Associates, Inc., dated June 5, 2000 Dear Mr. Fowler: Our services on the project consisted of observation and testing of the following elements: • Structural fill placement and compaction Foundation subgrades • Garage and basement floor subgrades • Pavement/driveway subgrades October 3, 2001 Project No. T- 1515 -2 As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 8 of Fosterview Estates in Tukwila. The purpose of our work was to verify that the geotechnical engineering aspects of the project were completed in accordance with recommendations outlined in the referenced plan review letter, and Kappler Architects' construction drawings. Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 8 has been performed in general accordance with project specifications and recommendations provided in the referenced plan review letter. Foundation subgrades observed by our firm will provide satisfactory support for footings using a bearing capacity of 2,000 pounds per square foot (psf). We have enclosed a copy of our footing excavation examination memo delineating the foundation subgrade conditions noted during our site visit. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 - 4334 • terra @terra - associates.com Mr. Bill Fowler October 3, 2001 This work was performed, and this letter was prepared, specifically for the use of Dujardin Development Company. We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. /aAaf L .: n o a 0/art-) Beniard-P. StaftEng neer- :..,�, ; �ti. /0131bl ? Principal . r l ot BPI{IABae° 34 Ern l;;__..._- .FOOting-Excavaribn Examination Report (1) 12.19/01 1 cc Mr. John Kappler, Kappler Architects Project No. T- 1515 -2 Page No. 2 - • DATE FOOTINGS EXAMINED PROJECT NAME: 1 CONTRACTOR: U .1 .444%J DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: .47(611 /l / / A ig 7ZI TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 1 2525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT `/— - c7 / PROJECT NO, /575= Z I'7 rdJ %Z�k' Ve,`'eo for / !' 8 PROJECT LOCATION: ✓4W /L L.4 REPRESENTATIVE: Scc rr' C TNCf'c0 ) 57ff77 1 , rr 77/VC -. ^< ,riCF S 7 C_-C.5 Sv / Pc) K7 ' OF (7X 5 . 7 -i' /' \ Z. 000 ns'7" ff /IL./),N(S / n,ii S. AI-ry L.0nSr . ry.1. r/* C 5'.#) t/C -/) 'Crvrl+t ,r3•71 > /=flc '77 ti-) (6 oner <G7"" PL .4reperl 5,e . 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 soiJa a obseedin foundatio areas due to construction activity or rainfall should be rempved prior to con ete placement. SIGNAT RE & &,P's/.&D 4, COPY TO: 5. 7 - c" j /./P ii roe C.y FOOTING EXCAVATION / FIELD CONDITIONS NOTED /LL AA t. L Ft:ao 77,V ' ,frezr4- Fna77"I 5 LUfl CG GXC ✓hJA 7Z 1 Fag //0055. ON L-07 7 e f3 2 ra 8 T 7 oL * /-/ co - rA4 prA .57NeiC i - 14e..de- f /GG 4,v l) /N P4 /1c e`S 647 LAl,V 70 /Vff77 vC 5/ LT5 6 - xPc%c- / - ro 5 L eT z, ov u / 0 s e ' 3 ' ) / A / ( , L_4 /M S • .4Z- G. Pen r .-+ t e rM" t tro /-, t ° %,c el A.Ki iVCriv ` YET t -wl - • DATE FOOTINGS EXAMINED PROJECT NAME: 1 CONTRACTOR: U .1 .444%J DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: .47(611 /l / / A ig 7ZI TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 1 2525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT `/— - c7 / PROJECT NO, /575= Z I'7 rdJ %Z�k' Ve,`'eo for / !' 8 PROJECT LOCATION: ✓4W /L L.4 REPRESENTATIVE: Scc rr' C TNCf'c0 ) 57ff77 1 , rr 77/VC -. ^< ,riCF S 7 C_-C.5 Sv / Pc) K7 ' OF (7X 5 . 7 -i' /' \ Z. 000 ns'7" ff /IL./),N(S / n,ii S. AI-ry L.0nSr . ry.1. r/* C 5'.#) t/C -/) 'Crvrl+t ,r3•71 > /=flc '77 ti-) (6 oner <G7"" PL .4reperl 5,e . 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 soiJa a obseedin foundatio areas due to construction activity or rainfall should be rempved prior to con ete placement. SIGNAT RE & &,P's/.&D 4, COPY TO: 5. 7 - c" j /./P ii roe C.y February 27, 2001 John Kappler Kappler Architects 14311 SE 16 Street Bellevue, WA 98007 RE: Request for Release of Phase B Building Permits Dear John, I have received your request for release of building permits in the Phase B group according to the House Development Plan adopted as part of the final plat approval for Fosterview Estates. The letters from your geotechnical engineer Terra Associates and the City's site inspections confirm th iii .'.`:.i, -lc 1gtf.:. been completed: foi- areas 1 ai-d 8. Based on this the City-r::;.!1. bui dirtg permits for lots 5 -8 in area 2 and lots 21 -23 in area 5. When the site work for area 3 is complete we will release permits for lots 9 -12. If you have questions please call me or Nora Gierloff for additional clarification. Sincerely, Jim Morrow Public Works Director City of Tukwila Department of Community Development Steve Lancaster, Director cc: Nora Gierloff, Associate Planner Joanna Spencer, PW Engineer \ \TUK2 \VOL3\HOME\NORA \FSTRVIE W\Phase B.doc Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206- 431 -3665 ..p+.wu.w ..*.4 ..: ✓-u »R4.0x9•uaX+41b h , KHf(+V raioFeJ OVe r Jhi"r':t 0 0 4 CO 8 cow w 0 0 — w . z w. U co ;O H j = I & - 0 z 0 . 0 ' z July 25, 2000 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 RE: Dear Mr. Kappler: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director CORRECTION LETTER #1 Development Permit Application Number D2000 -198 Fosterview Estates — Lot #8 4222 South 137th Street This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division and Public Works Department. At this time, the Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be • accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D2000 -198 • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 U U u) W 9 LL F W 0 1-O Z H. 2 j i U 0 '. 0 C A CI I— al 0 O li i z UN" Z kAP1LI[R ARC Permit Center City of Tukwila Dept. of Community Development 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 August 28, 2000 ri _your contp(ete (ontey(anuin j resource RECEIVED CITY OF TUKWILA S EP -- 6 2000 RE: Response to Correction Letter #1 for Fosterview Estates Lot 8, 4210 South 137 Street, Permit # D2000 -198 PERMIT CENTER 1. All Sheets Listed Below have been revised to address all issues per "Meeting with Staff' 2. Earthwork Quantities are shown on sheet P1.6 3. The Wattsun report has been calculated to heat the entire house. The typical building method will be to insulate the main floor framing and leave the lower floor unfinished (unheated). Should a buyer wish to upgrade to a finished (heated) lower floor, the lower floor walls will be insulated per the Wattsun report. Revised or Added Sheets include: Sht 4 of 4 , P1.0 , P1.2 , P1.5 , P1.6 , P2.1 , P6.2 , P8.0 , C8 , C12 , C13. Should you have any questions or comments, please do not hesitate to call. CORRECTION LTR# 14311 SE 1Gtl Street. Terrevne, 'WA 98007 1.800.888.4517 • (425)641.5320 •fix: (42 5)641.5318 C0800_31 Fosterview lot 8 Correction letter # 1. chl itS ►+'•kayJ1ler(tomey(n►rs.conr • E2rco qs PERMIT NO.: , D oa - if 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 O 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Rested J 00095 Footing Drains 00100 Foundation Footings 00200 Foundation Walls 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ X00350 Crawl Space 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing 0 00500 Roof Sheathing Nailing 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney 1 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 ❑ 01110 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 TENANT NAME: /o� i ' iecU - !o (Qe 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 ❑ 0014 Readily accessible access 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 X 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 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of 0023 Notify Building Division prior to placing any concrete ,0024 All spray applied fireproofing shall be special inspected 0025 All wood to remain in placed concrete shall be treated 0026 All structural masonry shall be special inspected 0027 Validity of Permit 0028 Rack storage requires separate permit 0003 Electrical permits obtained through L & I 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall g 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" O 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...." O "Water heater shall be anchored...." ❑ " Reroof' Plan Reviewer: Permit Tech: Date: ? l Date: Io 3 ( "e CC 2 W . U Q '. CO N 9 W 0! g a CO d ' 1 — W , z � LIJ D o. O N CI 1- W W H U 0 Li l z o 0 z Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Plan Review Fosterview Estates, Lot 9 Tukwila, Washington Reference: Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., December 16, 1998 _ Dear Mr. Fowler: As requested, we reviewed architectural plans prepared for Lot 9 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: , Tf C CF f i ATrc !Inc. oft Lei- ,y ieut° k £,e Pest s'" 3 • Sheets P1.0 and P1.2, Architectural Site Plans • Sheets P2.1 and P2.2, Architectural Plan • Sheet P6.3, Site Section for Lot 9 June 5, 2000 Project No. T- 1515 -2 RECEIVED CITY OF TUKWILA SEP 06 2000 PERMIT CENTER 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 garagd areas, will be at Elev. 179. The daylight basement level will be at approximately Elev. 167. The basement will be constructed with a slab -on -grade floor. To achieve the planned finish grades, it is anticipated that temporary excavations of up to seven feet will be required. Up to eight feet of fill will be required below the garage floor. It is not anticipated that any significant fills will be placed at any other location on the lot. Minor fills will be required to create finish grades for the driveway and below the daylight basement floor. After completion of foundation walls, excavations will be backfilled. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 8' -4334 • terra@terra- associates.com c e C o' U 0. w J N U.; w 0 . . ga' � w HO: z r O N` to u- z ' U p TERRA ASSOCIATES, Inc. Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Plan Review . _ Fosterview Estates, Lot 9 Tukwila, Washington Reference: Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., December 16, 1998 Dear Mr. Fowler: As requested, we reviewed architectural plans prepared for Lot 9 of the i :osterview 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 • Sheets P2.1 and P2.2, Architectural Plan June 5, 2000 Project No. T- 1515 -2 RECEIVED CITY OF TUKWILA SEP 0 6 2000 PERMIT CENTER • Sheet P6.3, Site Section for. Lot 9 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 garagd areas, will be at Elev. 179. The daylight basement level will be at approximately Elev. 167. The basement will be constructed with a slab -on -grade floor. To achieve the planned finish grades, it is anticipated that temporary excavations of up to seven feet will be required. Up to eight feet of fill will be required below the garage floor. It is not anticipated that any significant fills will be placed at any other location on the lot. Minor fills will be required to create finish grades for the driveway and below the daylight basement floor. After completion of foundation walls, excavations will be backfilled. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 8) -1334 • terra@terra- associates.com Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Bill Fowler June 5, 2000 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 si(e. Excavations and Earthwork The site plan indicates that temporary excavations of up to seven feet may be required to construct foundations for the lower basement level of the residence. It is expected that the excavation will be made through recently placed recycled concrete materials and native soils consisting of sandy silt and silty sand. The on -site native soil • contains a significant amount of fines (silt and clay size particles). This material will be difficult, if not impossible, to work in wet weather. The excavated native soils should be removed from the site or used in nonstructural landscape areas away from the slopes. We recommend that the recycled concrete previously placed on the site be used to backfill all foundations, and as additional fill wherever possible. To prevent contamination, this material should be kept separate from the native materials on the site. As an alternative, imported pit -run gravel soils may also be used for backfill. Foundations The foundation excavation on this lot may extend through the structural fill into competent native soils. These soils are moisture sensitive and subject to disturbance in wet weather. If the bearing soils become disturbed, they should be overexcavated and replaced by materials such as recycled concrete or quarry spills. The foundations should be designed and constructed in accordance with the recommendations presented in the referenced report compilation. The foundations should be designed for an allowable bearing capacity of 2,000 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. An additional uniform pressure of 60 psf should 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 foundations. 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. -— Costa Philippides Engineer Anil Butail„P.E. Principal CP/AB:dvp cc: Mr. John Kap Architects, P.S. OPIRES 12l9 Project No. T-1515-2 Page No. 3 `+,TATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/28/80 VFILE: K: \ \KAA \ \99\ \99086 \ \9908621.WS Homeowner: Builder: Site: DUJARDIN PLAN #2108 w/ OFFICE COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component BG Wall 2' BG Slab 2' On Grade Slab Floor Glazing @l5% Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description BG Wall R13 Batt 2' depth BG Slab On Grade Slab R5 2' horizontal Floor R19 vented Joist 16oc Glazing Q13% * *vinyl clr /air REFERENCE 707 11.66 Analyst: MATT MERCER Jurisdiction: Utility: HOUSE ID: 99086.21 Type: Single Famil RECEIVED House T YP g YCITY OF TUKWILA Floor Area: 3014 ft2 SEP 0 6 2000 Weather Data: Seattle, WA A Climate Zone: 1 P ='RMITCENTER The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. PROPOSED 697 Btu /hr -F 11.78 kWh /ft2 -yr Reference Value X U -0.043 F -0.690 F -0.540 U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Value U -0.056 F -0.673 F -0.700 U -0.041 U -0.520 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 Area = UA 930 40.0 32ft 22.1 119ft 64.3 1299 53.3 452.1 293.9 54.0 21.1 2671 165.6 1299 46.8 28299ft3( 181.3) Reference UA 706.9 X Area = UA 930 52.1 32ft 21.5 119ft 83.3 1299 53.3 394.0 204.9 • ;QIATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/28/80 .FILE: K: \ \KAA \ \99\ \99086 \ \9908621.WS Doors Wood 1 3/8 ", solid flush AG Wall R19 STD Lap Wood R13 STD Lap Wood Ceiling R30 blown Attic STD baffled Infiltration Standard Air Sealing Struc Mass HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses(% Dsn Load): Total Load: System Size(Output): Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size( %Over): Annual Cool Requirement: PROPOSED DUCT SYSTEM SUPPLY RETURN Light Frame, Sheetrock walls Solar Access: Location PROPOSED Gas Furnace DEFAULT 78 % 0 62 % a Vented crawlspace Attic or garage 0.60 45724 Btu /hr 9962 Btu /hr(22 %) 55686 Btu /hr 83500 Btu /hr (150 %) 176 MBtu $ 986 Integrated Spot & Whole House 0.0 () Btu /hr tons (@125 %) kWh /yr Partially Shaded 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 3014 Surface Area 602.8 ft2 120.6 ft2 HOUSE ID: 99086.21 54.0 21.1 463 28.7 2266 185.8 1299 46.8 28299ft3 (181.3) 697.4 9042 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT .FILE: K:\\KAA\\99\\99086\\9908621.WS GLAZING ORIENTATION South : 99.0ft2 Southeast : East 98.0 Northeast : Eff S Glz: 4.4% PROPOSED PROPOSED 99.0ft2 North Northwest : West Southwest : 98.0 07/28/80 HOUSE ID: 99086.21 Economic and energy consumption estimates are designed for comparative .purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 3 JOB NAME: A JOB NUMBER Copyright 1994 WINDOW TOTALS ROOM NAME i WIDTH (IN FEET) i HEIGHT AREA (IN FEET11 L IN SQUARE FEE O QUANTITY (HOW MANY) I TOTAL AREA TOTALS (IN SQUARE FEET) I (IN SQUARE FEET) R FLOG BASEMENT BASEMENT BASEMENT TOTAL MAIN DINING FAMILY FAMILY FAMILY ENTRY TOTAL UPPER MASTER BEDROOM BEDROOM #2 BEDROOM #3 LAUNDRY OFFICE OFFICE MASTER BATH TOTAL UPPER TOTAL GLAZING SQ. FT. TOTAL HOUSE SQ. FT. Glazing % Dujardin Development Fosterview Estates Plan 2108 w/ Office DATE: 4.00 6.00 8.00 100.02 4.00 6.00 5.00 2.50 1.00 7.00 6.00 6.00 4.00 4.00 5.00 2.00 99086.21 5.00 6.67 5.00 5.00 6.67 5.00 5.00 6.00 4.00 4.00 4.00 3.50 3.50 4.50 3.00 20.00 40.02 40.00 20.00 40.02 25.00 12.50 6.00_ 28.00 24.00 24.00 14.00 14.00 22.50 6.00 1.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 BY: 20.00 40.02 40,00 40.00 40,02 50.00 25.00 6.00 PER FL 28.00 24.00 24.00 14.00 14.00 22.50 6.00 2/25/00 MJM 161.02 132.50 393.540 3,014.00 13.1% 7/28/00 9908621 - Glazing.xls re w 6 U0 w • w u) LL W O 2 w < I w 1- I i- 0 z I- 111 (Li 0 O _ 1- . w ti 1 " - 0 tll z 0 - 00 1- z Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Dear Mr. Fowler: TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 8 1.00 0 -- Tukwila, Washington W tRSe 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 • Reference: Plan Review, Fosterview Estates, Lot 8, Terra Associates, Inc., dated June 5, 2000 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 8 of Fosterview Estates in Tukwila. The purpose of our work was to verify that the geotechnical engineering aspects of the project were completed in accordance with recommendations outlined in the referenced plan review letter, and Kappler Architects' construction drawings. Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 8 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 i honet(42f 82!!A Zr7, Eax (42,5)X02.14 d344,teg a1g §Na4 W O u_ Q! _° tu z ` ! °; w w' 3 13 co O O H ;, W , O : z 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. "Ex44-7a.A.e/P • • .•/„. ••• ;6'; • • • .. • • rincipal r Ega.,............rdoting-Exeavatibn Examination Report (1) f.r.:NPTPkrl.k, 12/91b1 cc' John Kappler, Kappler Architects Project No. T-1515-2 Page No. 2 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED ' - O / PROJECT NO. /5 PROJECT NAME: r" h' Lc,r 7! 8 PROJECT LOCATION: T"w/cc CONTRACTOR: UOJ7MR,1 � 7 ' , ..' : ,t�� t TERRA ASSOCIATES, Inc. • �'1•sa;r. 2,,,.., Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: SIGNATURE / /L 4i 4 5 TT;rY) r r 77AIC, NOTES: 5 i' 2? i Z .c' L /I <2R 57741? #) / ( c., / * ?. t ' c_/) 17P Rtnrvrn I l7774 r 'c • 7 ry G ./ It es • A 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 solls,Dbserved -in foundatio areas due to construction activity or rainfall should be rem •ved prior to con ete placement. f MAP.G!?TE§..iIEP,BLSENTATIV,E. REPRESENTATIVE Srn ,!7""%ro '1C COPY TO: r� 6 Su, 779-x3 e..6 5 A /`r 7A/ FOOTING EXCAVATION FIELD CONDITIONS NOTED /AL A<)4 . L T '7 7nl6 /MZaol FC,rirvG 5 cvf'iCG GXC./tti/4'`0'':0 FOR //00550. ON GO T'5 7.e f3 2 ro 8 r r 7 rhtrX+/ -/ Co,nA-ix- L..7�4 572wc.: Z4e.t F /4-c 4av0 CAI Pe. /k. s 4v A','J 7b , vc sr 1..7 -5, ��x 7Z 54 Z,Ovu ,s ( ei e. •'1 / /./h cif /h!) S. .4Z, c. / - "Cti 77 Ain ,•4-7f /1i4 r 3 /`; , /fi r+'] 40. 01 /Vc',v` Y /L2 ax74 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED ' - O / PROJECT NO. /5 PROJECT NAME: r" h' Lc,r 7! 8 PROJECT LOCATION: T"w/cc CONTRACTOR: UOJ7MR,1 � 7 ' , ..' : ,t�� t TERRA ASSOCIATES, Inc. • �'1•sa;r. 2,,,.., Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: SIGNATURE / /L 4i 4 5 TT;rY) r r 77AIC, NOTES: 5 i' 2? i Z .c' L /I <2R 57741? #) / ( c., / * ?. t ' c_/) 17P Rtnrvrn I l7774 r 'c • 7 ry G ./ It es • A 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 solls,Dbserved -in foundatio areas due to construction activity or rainfall should be rem •ved prior to con ete placement. f MAP.G!?TE§..iIEP,BLSENTATIV,E. REPRESENTATIVE Srn ,!7""%ro '1C COPY TO: r� 6 Su, 779-x3 e..6 5 A /`r 7A/ 20020314001964 DOCUMENT TITLE(S) (or transactions contained therein) 4 r, q t / it _ I a . • SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: —� N/A 6 • Additional reference #s on page of document(s) GRANTOR(S) (Last name first, then first name and initials) DUJARDIN DEVELOPMENT COMPANY, DECLARANT • Additional names on page of document GRANTEE(S) (Last name first, then first name and initials) CHICAGO inuE. INSURANCE COhiPANY has placed the document of record as a customer courtesy DUJARDIN DEVELOPMENT COMPANY aid bcopis no liabluty for the dommt r *tidy 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, Fostona Garden Tracts, Vol 9 of Plats, Page 95, in King County, Washington, also known as The Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065 • Additional legal is on page of document ASSESSOR'S PROPERTY TAX PARCEI./ACCOUNT NUMBER 432319 49003xX 0490Marosb nAS fib% See Attached • Assessor Tax # not yet assigned N N RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 WASHINGTON STATE RECORDER'S Cover Sheet (RCW 65 04) Y \WPDU)ARDENTOSrEA2NDAMEN D IMO.DOC I'i�ds:vM.'dk I � I I II II 1: II II II II I I II 20020314 I III; CHICAGO TITLE •3/4 / 2 KING COUNTY, UA 1 Y \DUJARDrNWOST R2NDAMEN D JMO.DOC SECOND AMENDMENT TO DECLARATION OF Z PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS �. FOR FOSTERVIEW ESTATES, o A PLANNED RESIDENTIAL DEVELOPMENT co o w w J w LL; w0 This Second Amendment to Declaration of Protective Covenants, Restrictions, 2 �! Easements and Agreements for Fosterview Estates, a Planned Residential Development (the IL. "Second Amendment") is made this 13 day of 'mores-0- , 2002 by Dujardin 0 Development Company, a Washington corporation ( "Declarant ") CHICAGO TITLE INSURANCE COMPAW ► z I li - _ has placed the document of F., o record as a customer courtesy z F— and accepts no kabi4ry for w w` RECITALS AND DECLARATION the accuracy br vaGdey of Mu dam, A Declarant is the developer of the real property and improvements thereon legally a 1 p P pe rtY P g Y off described in Exhibit A (the "Property "), commonly known as the Plat of Fosterview Estates The w Property is comprised of all the real property shown on maps recorded with the King County under Recording No 20000505000735, Volume 194, Pages 062 -065 "' o' iu U N` B Declarant previously recorded that certain Declaration of Protective Covenants, 0 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 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 NOW, THEREFORE, Declarant hereby amends the Declaration as follows 2 m,r:•.rra1oicx �.y5! YW'!'Y6!!6s3 ;!? ',MY..twan 5.1. Association Responsibilities After termination of the Development Period, the Association shall operate and maintain z include, but are not limited to, the following the Common Areas as required or advisable The responsibilities of the Association shall 5 1 1 The cleaning and maintenance of the water courses on Tracts A and B; o o g U) O and w J 5.1 The maintenance, repair and replacement of the fences around and across co o Tracts A and B, and 2 J 5 1 3 The maintenance, repair and replacement of the french drains in the N c c Common Areas as shown on the Plat Map, and i w zI- 5 14 The mamtenance, repair and replacement of the retaining wall and its o ' associated drainage improvements located along the north boundaries of Lots 1 and 2, and w Lu Do 5 1 5 The maintenance, repair and replacement of the retaining wall and its o co associated drainage improvement located along south boundary of Tract B and South 137 o I, Street, and 1-,' crs 5 1 6. The maintenance, repair and replacement of the retaining wall and its w z ' eel "' associated drainage improvements located along north boundary of Lots 13 and 14 and the o N Private Drainage & Pedestrian and Public Utility Easement as shown on the Plat Map, and o 5 17. The maintenance of the trails beginning at the cul de sac end of South 137th Place to and along the North boundary of the plat as shown on the plat map. The Association may provide such additional common maintenance that it determines to be 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 16 and 5 1.7 above) shall be responsible for the maintenance, repair and replacement of any portion of a retaining wall (and its associated drainage improvements) which is located on their lot (collectively "Wall Maintenance ") In the event a retaining wall is located along a common property line between adjacent lots, the down slope lot Owner shall be solely responsible for Wall Maintenance of said wall The Owner responsible for Wall Maintenance under the provisions of this paragraph (the "Responsible Owner") is hereby granted an easement over and across the adjacent lot to perform such activities as are reasonably necessary for required Wall Y M DUTA1UNNTOSTPAUNDAMEN D A O DOC 3 , 0, sae N C=3 N 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 m the Declaration as previously amended by the First Amendment shall continue in full force and effect and are hereby ratified by the Declarant DECLARANT: (Printed Name) Its /fit,.$, cis o �- • Op Y 1 WPIDI.UARDLMFOSTEJ UNDAMEN DJMG DOC 3.2p 4 ture) CI IICAGO TILE INSURANCE COMPANY has placed the document of record as a customer courtesy and accepts no liability for the accuracy or validity of the document. STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me t Okm \ems €, to me known to be the 1 ‘0 rcr of Dulardm Development Company, the corporation who executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument �y, GIVEN under my hand and official seal this 13 day of / /I GL4 , 2002 J 1 Y1'f` o t t } ' t l a R + 4 So Yl (Print Name) Notary Public in and for the State of Washington, residing at Crain LE: My commission expires 3 - i 5 - 0 3 z w ar � oo rn 0 cow w 0 ga - 51.2 a z Ilf P,0 o 0 I- w w ` u_ 1- O. w co = ( o � z Y \WP\DWARDn wOSIER2NDAMEN D MO DOC EXHIBIT A LEGAL DESCRIPTION Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065, records of King County, Washington. 5 CH CACO TITLE INSURANCE COMPANY has placed the document of rccnrd ds a customer courtesy and accepts no habihty for the accuracy or va6dtty► of the document. `.ftiPfw[.im kYi^ '•44 l•:t'.'.'.$'S'X: $4, 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 261200- 0090 07 261200- 0100 05 261200 0110 03 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 CHICAGO T'TLE INSURANCE COMPANY has pI; cnd the document of recent ac a Lusiomet courtesy and d crepts no liability for tho accuracy or validity of the documefii, • 261200 - 0210.- 02 261200 - 0220 - 00 261200 - 0230 - 08 261200 - 0240 - 06 261200 - 0250 - 03 261200 - 0260 - 01 261200 - 0270 - 09 261200 - 0280 - 07 261200 - 0290 - 05 261200 - 0300 - 03 261200 - 0310 - 01 261200 - 0320 - 04 261200 - 0330 - 07 261200 - 0340 - 05 261200 - 0350 - 02 261200 - 0360 - 00 261200 0370- 08 261200 - 0380 - 06 261200 - 0390 - 04 261200 - 0400 - 02 § CO uw m� w J � ac = v; z�! I o;, Z g.. ,0 col o � .w W ` 1-V? - o _ Z: z 4. PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: ?Z7b'f L&) E Location: Lots 5 7,9 /0 File/#: D 2l95, I96. /91 /9 Action: be,,,ed Date: 6,, 23.20100 Reviewed B liCONNA SPENCER (2 c $)ij 33O/79 PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION CODE REQUIREMENTS COMP PLAN CIP OVERLAY PROGRAM MISC. STUDIES MAINTENANCE NEEDS RFA WD 125 VAL -VUE PW STANDARDS PRE -APP PROBLEM AREAS Plc) call rzoe sinyt reuse' . o, yoLu/7/t2n due 42 it a2mp /efe submits. Plan sheets sh ocaivi9 s; fe .s peciAc sed'i ovls and life Spell 'c: 7 8 d i � de/v/5 arse rni:s5ins. 2, 5hexz 40 '4 o /' Fosie/1'j ) 5u,bdiv,s,bfl shall be .d st . 3. Cord-ace Val vu e &&r Sege-e W t211c 5eA/z4. es l hook.- (12s. l./o l car j i 5%0 2 r es44,46m i> e plea address a_11-7 I %/tte5 discuss.e4 at the j z/ 2000 m .7 L)I PL (.&'c. Novas 5 i iln ft .W 0 wW : J W O g J � 3 o � W o z � V0 - off W ` o Z U � Z. DATE: June 22, 2000 PROJECT NAME: Lot 8 Building Permit PLAN CHECK NO.: D2000 -198 C :\Nora's riles \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. } Project Name: Fosterview Estates Permit File No.: D2000- / 9f13 Lot # _8 Date: July 24, 2000 Reviewer: Dave Larson, Building Inspector (206) 431 -3670 Corrections: Building Department Review Comments 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. ACTIVITY NUMBER: D2000 -198 DATE: 9 -6 -2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 8 SITE ADDRESS: 4222 S 137 ST Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: B iidirig Division 5 Public �,,UU DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 9 -7 -2000 Complete Incomplete n Comments: TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditionsa Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: Y'10201111.DOC srn PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural n J n Planning Division Permit Coordinator Not Applicable n No further Review Required DATE: DUE DATE 10-5-2000 DUE DATE Not Approved (attach comments) DATE: U ^ 11 ,111► . rrrxnw. +s+orv+*+y of r Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the nail, fax, etc. Date: U '0c) D Response to Incomplete Letter # ® Response to Correction Letter # 1 Revision # after Permit is Issued Project Name: FOSTERVIEW ESTATES — LOT 8 Project Address: 4222 South 137 Street Contact Person: John Kappler Summary of Revision: pERMIT CEt4 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 IR/ op Plan Check /Permit Number: D2000 -198 Phone Number: 1-FR 07/25/00 Fire Department Review Control #D2000 -198 (510) City of Tukwila a Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief June 20, 2000 Re: Fosterview Estates — lot 8 — 4222 South 137 Street Dear Sir: The attached set of building plans has been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The minimum fire flow and flow duration requirements for one- and two- family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L/min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be Tess than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) 2. Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 3 U • w u J • LL w0 J N 3. Z 1-0 Z g, 2 > O CO 0 uj W ' 0 Z. J u 0 �, Page number 2 City of Tukwila Fire Department The Tukwila Fire Prevention Bureau Cc: TFD file Ncd 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. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 • Fax: 206 - 575 - 4439 Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief CITY OF . UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability I PROJECT #f: F 'r V feu.) PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): ti i7t(f `['airi ffiforroattimut 4 }i , ,',,, r 4 tr ; r 4� r � r� . �. , , �_� ���g� .,. ���1tf" C, �nt ,'ai'scin Name: K a t€r rej *'€- Address: 1 5 Name: aUl : Address: C ivfclopyrwA* Phone: Ltas y 3J4 l Phone: 2 -05 — Coq I _ • 390 This certificate is for the purposes of: Residential Building Permit ❑ Commercial/Industrial Building Permit ❑ Preliminary Plat ❑ Rezone ❑ Short Subdivision ❑ Other Estimated number of service connections and meter size(s): 5 /8 x 3 /1-1- " O ru_ ( t Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): no1/4 aCt- UJa r D 15ir 1 c I ` o . has Date: gra-- 5 Z -cr- Owner /Agent Signature: n PART B: (To be completed by water utility district) The proposed project is located within (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: (Use separate sheet it more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 300c) qpm 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. it--- CAAAA , ,'S? 11 ( 2 Agency /Phone 6 —Z4z -p r S — z.z. — o Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item ❑ 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 H-ha Required only if outside City of Tukwila water utility district) RECEIVED C2 are met CITY OF TUKW LA JUN 19 2010 Date PFRMlr r'ENtTCR • z w cc 6 00 w i- u. w 2 �Q = � z � H- z �- U u) O N o ff ww O ui U= z Part A: (To Be Completed by Applicant) Purpose of Certificate: is Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: II Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: K ph n - .� i .. Ps, Phone: q ., ( (y..) „,5- j p `t' r 1 Property Address or Approximate Location: L t M,2 S n tk , 1? )D 3+ . Legal Description(Attach Map and Legal Description if necessary): fositiV t E C oi DE T04 zD X 0(6 /�.00 - oag0 Part B: (To Be Completed by Sewer Agency) V 1. ID a. Sewer Service will be provided by side sewer connection only to an existing size sewer ei feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. IP a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC: $ tl ' t) SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required • ❑ May be Required c. Other: By [TORKINO TOWARD A BETTER ENVIRONMENT r T 1 SEWER DISTRICT J Incp Title / 198 14818 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242.3236 Fax: (208) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from t = gate of sig atu e. �p— /C- ECENED OF TTUKWILA Date H- ,JUN 1 9 2000 PERMIT CENTER LICENSE DETAIL INFOR1 ■ ' `TION Form Current Filter: None STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Registration# or License DUJARD *204L0 Name DUJARDIN DEVELOPMENT CO Address PO BOX 1059 Address City SNOHOMISH State WA Zip 982911059 Phone Number 4253345018 Effective Date 6/20/80 Expiration Date 12/16/01 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 600351267 * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * Page 1 of 1 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 mo w: V Q co w w: co w O{ 2 g fn w.. moo w ms 's v 0 ; p tn 0i— 'w w` H Vi u - Z U CO 0 2 FOSTERVIEW, TUKWILA WA DUJARDIN DEVELOPMENT COMPANY PERMIT SUBMITTAL DOCUMENTS, LOT 08 ADDRESS: 4222 SOUTH 137TH STREET TAX PARCEL I.D. #: 261200.0080 OWNER / DEVELOPER DEVELOPER - DUJARDIN 9623 - 32ND' ST. LS-E. EVERETT WA 98026 425 - 743 -6140 CONTACT - BILL FOWLER CONSULTANTS CIVIL - ERIC TIETZE & ASSOC. 18530 76TH AVE W. SUITE B EDMONDS WA 98026 425 - 771 -6212 FAX 425 -775 -0236 CONTACT - ERIC TIETZE ARCHITECT - KAPPLER ARCHITECTS 14311 SE 16th St BELLEVUE WA, 98007 425- 641 -5320 FAX: 425-641-5318 CONTACT - JOHN KAPPLER SURVEY - B.L MCDUFFY 3605 COLBEY AVE. EVERETT WA 98021 425 - 258 -4438 CONTACT - BUD CONDREY STRUCTURAL - JAMIESON CONSULTING 901 KIRKLAND AVE STE B -1 KIRKLAND WA 98033 425 - 803 -2581 FAX 425- 803 -3289 CONTACT - DOUG JAMIESON LANDSCAPE - ALI 12119 104TH AVE N.E. KIRKLAND WA 98034 425 - 823 -9400 CONTACT - JORGE ANGULO SHEET INDEX PLAT ARCHITECTURAL PLANS Sht 4 of 4 APPROVED PLAT DRAWING PLO MASTER HOME DEVELOPMENT PLAN P1.2 PHASE B - HOME DEVELOPMENT PLAN PIS MASTER ARCHITECTURAL GRADING PLAN PL6 PLAT GRADING COMPARISON FINAL GRADES FOR APPROVAL vs. FINAL GRADES FOR LOT BUILD UP P2.1 ARCHITECTURAL SITE PLANS LOTS 3 - 8 P6.2 SITE SPECIFIC SECTIONS - LOTS 5 - 8 P8.0 SITE SPECIFIC FOUNDATION DETAILS FOR LOT 8 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 -060) AL A2.1 A2.2 A3. A4. A5. A6. A7. DL D2. SI. S2. S3. ARCHITECTURAL COVERSHEET CODE NOTES FOUNDATION & LOWER FLOOR PLAN MAIN FLOOR FRAMING MAIN FLOOR PLAN UPPER FLOOR FRAMING PLAN UPPER FLOOR PLAN UPPER ROOF FRAMING PLAN ELEVATIONS & BUILDING SECTIONS STANDARD DETAILS STANDARD DETAILS LATERAL DETAILS LATERAL DETAILS LATERAL WALL SCHEDULE h2c �� g These ^inns have been reviewed by the E,, ti orks Mont for conform City = s. Acceptance ase vrhich do net au.noris id" lards or ordinances. TI - r- uney of the design r: c13 c ! .i ions, del • after this dip in lice and will require are , re.issd cent, .i s f :r subsequent a Friss, ris is subJecf to fic d nr,c c.; n ...i's utilities inspector. By: A ccess LA 3 /e'1 for ,a a dequacy of the design rasts t 4 . °'. , the designer. Additions, deletions or revision , to these drawings atter this date will h void t 1s acceptance and will require ? rrisfirr,nn f ' . rst plan; dour; trac ,ors copy By C ,,.. e . LULL Date / Fermit No..51 po— (61 € C O LT R #--�_ RECEIVED CITY OF TUKWILA StP PERMIT CENTER co rr^^ 0 c, r9 ^ o cb cv CO cc 75 00 U m Q. D2J:O- I98 JOB NO.: 00127 SHEET COVER SHEET AREA LOT # PHASE LOT I 1 LOT 2 A LOT 3 LOT 4 6 LOT 5 C LOT 6 LOT 7 2 LOT 8 B 7 LOT 9 D LOT 10 LOT 11 LOT 12 8 LOT 13 A LOT 14 3 LOT 15 A LOT 16 9 LOT 17 C LOT 18 4 LOT 19 C 10 LOT 20 D AREA LOT # PHASE LOT 21 5 LOT 22 B LOT 23 LOT 24 6 LOT 25 C LOT 2E LOT 27 LOT 28 7 LOT 29 D LOT 30 LOT 31 LOT 32 8 LOT 33 A LOT 34 LOT 35 LOT 36 9 LOT 37 C LOT 38 LOT 39 10 LOT 40 D CONDITIONS I. CONSTRUCTION OF INDIVIDUAL HOMES, INCLUDING THEIR FOOTINGS, FOUNDATIONS, ETC. MUST BE ACCOMPLISHED IN ACCORDANCE WITH THE APPROVED HOUSE DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPMENT PLAN OUTLINES 10 AREAS. EACH AREA IS TO BE DEVELOPED IN THE CORRESPONDING CONSTRUCTION PHASE. HOUSE DEVELOPMENT PLAN AREA /PHASE KEY 3. THE CONSTRUCTION PHASES SHALL BE DEVELOPED PER THE GEOTECHNICAL RECOMMENDATIONS OF TERRA ASSOCIATES OR ANOTHER CITY APPROVED GEOTECHNICAL - ENGINEERING FIRM. 4. THESE GEOTECHNICAL RECOMMENDATIONS ARE TO BE INCLUDED AS PART OF THE 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 TO ALLOW FOR THE IMPLEMENTATION OF HOUSE FOOTINGS, FOUNDATIONS AND SLABS. B. CONSTRUCTION AREA AND PHASE MITIGATION MEASURES FOR SOIL STABILITY AND EROSION CONTROL BEFORE AND DURING HOUSE CONSTRUCTION. C. GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW THE IMPLEMENTATION OF THE NEXT HOUSE CONSTRUCTION PHASE. D. CONSTRUCTION DESIGN PERIMETERS ON A LOT BY LOT BASIS. E. FOR LOTS 21 THROUGH 34, THE UNSUITABLE FILL MATERIAL SHALL BE OVER EXCAVATED DURING CONSTRUCTION OF FOUNDATIONS, FOOTINGS, AND FLOOR' SLABS. ADDITIONALLY, THERE WILL BE LIMITED EXCAVATION AND REMOVAL OF THE UNSUITABLE SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE FOR THE "UPPER PORTION" (SOUTH END) OF EACH LOT WILL BE FLATTENED DURING LOT DEVELOPMENT TO ACHIEVE AN INCLINATION OF 2.5:1. ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVERED CONCRETE OR MECHANICALLY STABILIZED EARTH RETAINING WALL. LOWER PORTIONS (NORTH END) OF THE LOTS WILL HAVE THEIR SLOPE PROBLEMS CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE, AS PART OF THEIR SINGLE FAMILY HOME PERMIT, THESE GEOTECHNICAL RECOMMENDATIONS AS WELL AS A LETTER FROM THE GEOTECHNICAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS, GROUPED IN PHASES, THAT THE HOME, FOOTING AND FOUNDATION DESIGN ADDRESS AND FULFILLS THEIR GEOTECHNICAL RECOMMENDATIONS. PRELIMINARY PLAT NO. L93 - 0014 FINAL PLAT NO. L99 - 0018 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLAN. FIELD REPORTS ARE TO BE SUBMITTED TO THE CITY AND TO INCLUDE: A. TEMPORARY EXCAVATIONS FOR CONSTRUCTION PHASES AND MITIGATION MEASURES. B. 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 TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK. HAS BEEN. ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. 9. EACH OWNER IN ITS PURCHASE OF A LOT, HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSTERVIEW ESTATES, AS APPROVED BY THE CITY OF TUKWILA, CONTAINS AREAS CONSISTING OF STEEP SLOPES. EACH OWNER HEREBY RELEASES THE CITY OF TUKWILA AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM ALL CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEYS' AND EXPERTS FEES OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEEP SLOPES WITHIN THE PLAT; PROVIDED, THAT THIS RELEASE SHALL NOT APPLY TO CLAIMS ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEYS' AND EXPERTS' FEES AND PROPERTY DAMAGE RESULTING, FROM THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUKWILA, ITS OFFICERS, AGENTS AND EMPLOYEES CITY OE SEATTLE UTILITY EASEMENT P.M. #230415 -I -011 THIS EASEMENT GRANTS TO THE CITY OF SEATTLE (HEREAFTER REFERRED TO AS GRANTEE), ITS SUCCESSORS AND ASSIGNS, THE RIGHT, PRIVILEGE AND AUTHORITY TO INSTALL, CONSTRUCT, ERECT, ALTER, IMPROVE, REPAIR, ENERGIZE, OPERATE AND MAINTAIN ELECTRIC UNDERGROUND DISTRIBUTION FACILITIES, TRANSFORMERS, DUCTS, VAULTS, MANHOLES, CABINETS, CONTAINERS, CONDUITS, WIRES AND OTHER NECESSARY OR CONVENIENT APPURTENANCES Ti7 MAKE SAID UNDERGROUND AN INTEGRATED ELECTRIC SYSTEM. ALL SUCH ELECTRIC SYSTEM IS TO BE LOCATED ACROSS, OVER, UPON AND UNDER THE FOLLOWING DESCRIBED LANDS AND PREMISES SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON, TO WIT, - THOSE AREAS HEREIN WITHIN THE PLAT OF FOSTERVIEW ESTATES DESIGNATED AS "UTILITY EASEMENTS AND /OR ACCESS AND UTILITY EASEMENTS". TOGETHER WITH THE RIGHT AT ALL TIMES TO THE GRANTEE, ITS SUCCESSORS AND ASSIGNS OF INGRESS TO AND EGRESS FROM SAID LANDS ACROSS ADJACENT LANDS ABUTTING THE DESCRIBED EASEMENT AREA FOR THE PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, REPAIRING, RENEWING, ALTERING, CHANGING, PATROLLING, ENERGIZING AND OPERATING SAID ELECTRIC SYSTEM, AND THE RIGHT AT ANY TIME TO REMOVE ALL OR ANY PART OF SAID ELECTRIC SYSTEM FROM SAID LANDS. ALSO THE RIGHT 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 THE 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 PERMITTED WITHIN THE ABOVE DESCRIBED EASEMENT AREA WITHOUT PRIOR WRITTEN APPROVAL FROM THE GRANTEE, ITS SUCCESSORS AND ASSIGNS; THAT NO DIGGING WILL BE DONE OR PERM! 11tU WITHIN THE EASEMENT AREA WHICH WILL IN ANY MANNER DISTURB THE FACILITIES OR THEIR SOLIDITY OR UNEARTH ANY PORTION THEREOF; AND THAT NO BLASTING OR DISCHARGE OF ANY EXPLOSIVES WILL BE PERMITTED WITHIN FIFTY (50) FEET OF SAID LINES AND APPURTENANCES. THE CITY OF SEATTLE IS TO BE RESPONSIBLE, AS PROVIDED BY LAW, FOR ANY DAMAGE IN THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID ELECTRIC SYSTEM ACROSS, OVER, UPON AND UNDER 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. OPEN SPACE EASEMENT LINE TABLE UNE DIRECTION 1 DISTANCE ELI N8959'54 "W 40.25' ELT N0039 04E 10.13' Q3 N8939 54'W 58.26' Q4 N7347'071W 10270' EL5 NT3'41'97"W 2.62' Q6 N193634E 4.56' EL7 N8778'54'E 51.21' EL8 909 7244' 0.9 N57'20'04E 27.23' 0.10 N8323'46E 29.05' EL11 N132557E 2255' 0.12 68936'14'W 46.42' 0.13 N1417936E 35.05' Q74 N8816'09'W 47.06' Q75 N8876'091W 5.12' ELM N1653'05E 32.00' Q17 N2120'45E 25.84' Q18 N8240'23'W 14.86' 0.19 N72'4I 47 6 20.92' 0.20 N52 132'47'W 32.09' 0.21 N52172'47'W 28.92' 0.22 N8920'56 'W 26.97 023 N892056 ° W 24.39' 0.24 N8970'56'W 16.55' EL25 N6041'36'E . 52.67' F1.26 NO011000E 9.61' 0.27 N8920'56'W 33.40' £1.28 S7539'14E 45.91' 0.29 N862239E 2242' 0.30 NIE3854'W 36 71' EL31 N325512 'W 33.44 Q32 N8521`g?W Q33 N5137'351 18.82' 0.34 N08'4504E 22.04' 0.35 N41 22.88' 0_36 NO232'46'W 21.13' 0.37 N6453'41'11 60.03' E1.38 NO232'46'W 19.88' 0_39 N38D5'34E 23.66' Q40 N6453'41'W 41.66' Q41 N38 16.16' 0-42 N7429 41 E 26.99' 0.43 NO356 32'W 31.75' £144 N34•9'32E 25.95' 445 90879'49 E 15.18' Q46 N263542'W 1493' Q47 9024434E 17.08' 0,48 N35•521E 21.05' 0.49 N22'42'40E 16.28' 0.50 N87'48'28'W 20.74' -£L51 N87'48'28'W 10.83' E152 N87'48'28 "W 2.57' E153 N0137'43E 50.00' Q54 N355737"W 74.34 0.55 S535T15E 80.93' OPEN SPACE EASEMENT CURVE TABLE CURVE I RADIUS I LENGTH DELTA 57.93 EC7 53.11' 6229'43" EC2 47.00' 17.23' 2059'52' EC3 33.27' 36.25' 6225 EC4 20.00' 49.81' 1421 R.L. McDUFFY & ASSOCIATES, INC. _ J LAND USE CONSULTANTS ENGINEERS o SURVEYORS a PLANNERS • MANAGEMENT 3605 COLBYAVENUE EVERET ,, WASNMC1t1N 98201 (425) 258 -4438 FAX: (425) 258 -1616 FOSTER V E r�i ESTATES A REPLAT OF A PORTION OF TRACT 67, RIVERSIDE INTERURBAN TRACTS AND AND A PORTION OF TRACT 19, FOSTORIA GARDEN TRACTS IN GL. 2 AND GL. 3 AND THE SW 1/4 OF THE NE 1/4 OF SECTION 15, T. 23 N., R. 4 E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON CITY OFTUKWILA DATE 2/7/00 pm BY MC ,LOB NO. 96089 SHT 4 OF LOT # PHASE PLAN PORCH AREA LOT # PHASE PLAN PORCH AREA LOT 1 A 1843B X 1 6 LOT 21 B 2119 5 5 LOT 2 1843A X LOT 22 2060 2246 LOT 3 2119 LOT 23 1568A LOT 4 2246 LOT 24 1568B 6 LOT 5 1 B 2108 X 2 LOT 25 C 1843A LOT 6 2246 LOT 26 1843B LOT 7 2246 LOT 27 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 LOT 31 2060 LOT 12 1568A LOT 32 2119 8 LOT 13 A 2246 3 LOT 33 A 2060 LOT 14 2108 LOT 34 2119 LOT 15 Morin (I) LOT 35 C 1843B 9 LOT 16 2108 MOIYED (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 PL USES INS, 1568A 2 -'.. 1568B 1843A 7 1843B 6 2060 5 2108 5 ( +2) 2246 5 2119 6 r� r r r r rrr r r r r r r r r r r r r • vvvvvv,vvv„vvv v vv vvvv VvvvV vvvv vvvvv, V`,/,' LBED MMEND GEOTEC TH DATIO B j N OF H S ON MEAS BEFORE 4 ND @IMPLEIN• ARPA4 LOT BASIS I L MATE UCIION F I DITION Y, .I' UNSUTT LE P ER PORTT N' ED DURING f R ' WEE PORTION' PE PROBLI EIR SINIp LE ECHNICkL EOTECHNI AL ED IN PHASE A PHASE B VV,V v VVv ✓ V ,V V v ✓ , V V VV V, V V V V PHASE KEY PHASE C PHASE D HOME PLAN MATRIX & SCHEDULE (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) CONDITION L CONSTRUCTION OF IND FOOTINGS, FOUNDATIO IN ACCORDANCE DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPM AREAS. EACH AREA IS TO CORRESPONDING CONS 3. THE CONSTRUCTION AREAS S PER THE GEOTECHNICAL REC OF TERRA ASSOCIATES OR ANOTH E ENGINEERING FIRM AS APPROVED BY 4. THESE GEOTECHNICAL RECOMMENDATIONS AS PART OF THE SIBMITTAL FOR EACH OF RESIDENCE PERMITS; ON A LOT BY L IN CONSTRUCTION PHASES. 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR: A. TEMPORARY EXCAVATION RECOMM AREA TO ALLOW FOR THE INSTALLA FOOTINGS FOUNDATIONS MID FLOOR S R CONSTRUCTION AREA MID PHASE MITIGA FOR SOIL STABILITY AND EROSION CONTRO DURING HOME CONSTURCTION. G GEOTECHNICAL REQUIREMENT NEEDED TO ALLO W TAHOE N OF ADJACENT HOME DEVELOPER! CONSTR D. CONSTRUCTION DESIGN PARAMETERS ON A LOT E. FOR LOTS 21 THROUGH 34, THE UNSUITABLE SHALL BE OVER EXCAVATED DURING CON FOUNDATIONS, FOOTINGS, AND FLOOR SLABS THERE WILL BE LIMITED EXCAVATION AND REMOVAL O F SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOT 35 THROUGH 40, THE SLOPE ON THE (SOUTH END) OF EACH LOT WILL BE FLA LOT DEVELOPMENT OT ACHIEVE AN INCLINATION o ACCEPTABLE OPTION I TO PROVIDE A CAMIL MECHANICALLY STABILIZED RETAINING WALL THE CORRECTED DUR NG LOT DEVELOPMENT 6. THE APPLICANT IS TO INCLUDE, AS PART OF FAMILY RESIDENCE PERMIT, THESE GE O RECOMMENDATIONS AS WELL AS A LETTER FROM THE ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS, GRO THAT THE HOME FOOTING AND FOUNDA ON DESI ADDRESSES AND FULALLS THEIR GEOTECHNICAL RECO MENDATIQNS 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGIN IS TO OOc VE THE IMPLEMENTATION OF THE HOUSE DEVELOPME PLAN. AN REPOFTS ARE TO BE SUBMITTED TO THE CITY OF : WILA AND TO ADDRESS: A. TEMPORARY EXCAVATION OF CONSTRUCT! r AREAS A)•ID MITIGATION MEASURES. I R VERIFICATION OF FOOTING, FOUNDATION, R NING WALL AND FLOOR SLAB INSTALLATION METHODS D DRIVE /qAY PLACEMENTS ACCORDING TO GEOTECHNICAL MMENDATIGNS. C. VERIFICATION OF BACK FILL AND PREPARATION FO CONSTRUCCII1ION IN ADJACENT HOME DEVELOPMENT CONTTR CPION AREAS ACCORDING TO GEOTECHNICAL RECOMMENDATI NS THE GEOTECHNICAL ENGINEER IS TO PROVIDE C RTIFICA'1'�0N ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THEIR GEOTECHNICAL RECOMMENDATIONS KEY PLAN OME DEVELOPMENT PLAN T000 lq% RAY 80 = 40' 160 RECEIVED CITY OF TUKWILA PERMIT CENTER co In F 0 N O 3 a, � � 9-E t mc CO F 0 Q) U Z L O 03 > •� O cD o t m N CO CO Q TITLE JOB NO. 9801321 SHEET P1.0 LOT # LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 NOTE: 1. FOR EROSION CONTROL - EXISTING SILT FENCE (AS SHOWN ON C -2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. PHASE B A PLAN 1843B X 1843A 2119 2246 2108 MOD'F.D PORCH AREA 1 2246 2246 2108 2108 2246 2108 1568A 2246 2108 2108 MOD'F.D (1) X 2108 MOD'F.D (2) 2 3 2246 2060 LOT 19 C 2119 4 LOT 20 2060 LOT # LOT 21 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 LOT 40 PHASE PLAN 2119 1843A 1843B 1843A 2060 2119 2119 MOD'F.D PORCH LOT 23 LOT 24 LOT 26 LOT 28 LOT 29 AREA 5 7 8 1843B 1843A C 1843B 1843A 1843B D 1843A 10 HOME PLAN MATRIX & SCHEDULE (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) TRACT "A" P PROPERrr uvE - TYP ())PACT BDrV 4 100CY (q 3 OME DEVELOPMENT PLAN DETAIL KEY PLAN RA 80 LE:1 =40' CITY OF TUKWILA o 6 `rill PERMIT CENTER 160 Q n TITLE JOB NO.: 98013.21 SHEET P1.2 SOUTHGATE PARK POLE T 1q Et UAUTY 15' NAn1E IECETATLON BUFFER POLITY EEL EX. ROCKERY EX CONE WALL EX.. POLE PER CIVIL FINAL GRADING PLAN SHEET CO3.1 1E74- TYP TRACT "A " GRADING AND STREET PLAN SCALE 1:40 0 20 40 60 80 160 LAN ti TELL TE STEPS A5.0 NEW 5' CONE WALK NEW 5' ASPH WALK .. > 37AY STREET SEE SHEET A5N FOR SITE STEP I RECEIVED CITY OF TUKWILA STPG6Mg PERMIT CENTER z t 4t) Az4 E-4 [-4 U moo � � N co op X TITLE JOB NO. 98013 SHEET P1.5 10'PRIM E DRAM, ESMT PEOESIINAN AND PUBIC UNUTY EAl7LENT 7 r0.4iE MANAGE ES. CUT & FILL CALCULATIONS (IN CUBIC YARDS) THESE CALCULATIONS ARE BEING PROVIDED TO THE CITY OF TUKWILLA AS PART OF THE PERMITTING REQUIREMENTS. CUT AND FILL QUANTITIES ARE GIVEN AS TWO SEFERATE 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. PEDESTR /AN AND POL/C UTILITY EASEMEN. 10,911,41E 5E00' TOTAL TOTAL ADJACENT TO LOT ♦` LOT CUT FILL WITHIN R.O.W. ♦..♦ CUT FILL 01 348 133 0 0 02 177 266 N/A N/A 03 35 37 0 4 04 60 114 N/A N/A 05 N/A N/A 06 N/A N/A 07 N/A N/A 08 1O a 2,' N/A N/A 09 N/A N/A LOT TOTAL TOTAL ADJACENT TO LOT CUT FILL WITHIN R.O.W. 10 N/A N/A CUT FILL 11 N/A N/A 26 12 N/A N/A 27 13 193 30 N/A N/A 28 N/A N/A 14 41 150 N/A N/A 29 N/A N/A 15 45 150 N/A N/A 30 N/A N/A 16 45 85 N/A N/A 31 N/A N/A 17 56 36 N/A N/A 32 35 81 0 83 18 N/A N/A 33 38 122 0 66 19 N/A N/A 34 35 37 3 7 20 N/A N/A 35 N/A N/A 21 N/A N/A 36 N/A N/A 22 N/A N/A 37 N/A N/A 23 N/A N/A 38 N/A N/A 24 39 N/A N/A 25 40 N/A N/A EX UTTL /T. POLE nuE TAnON `tER TRACT UY POLE SOUTHGATE PARK I PEDESTR /AN AND PO, W1L,TYEASEMENT 77L /TY POLE R°EN SPACE EASEATENT IO' PR/VALT. I \ IDRA/NACE ESUT 1 EX. ROCKERY Ex caNC. WAtc�� E1: OUY POLE 'DRAINAGE ESA, T IiOUIU, „. ^�uighlp GRADE COMPARISION FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILDOUT n SCALE 1: 0 20 40 60 80 160 7ELE ITE STEFS 5EE 45.0 NEW 5' CONE. WALK NEW 5” ASP /. WALK SEE SHEET A5.0 FOR SITE STEP INFORMATION RECEIVED CITY OF TUKWILA S Li PERMIT CENTER Cr) TITLE JOB NO. 98013 1 ..sia : \ 10'PRIM E DRAM, ESMT PEOESIINAN AND PUBIC UNUTY EAl7LENT 7 r0.4iE MANAGE ES. CUT & FILL CALCULATIONS (IN CUBIC YARDS) THESE CALCULATIONS ARE BEING PROVIDED TO THE CITY OF TUKWILLA AS PART OF THE PERMITTING REQUIREMENTS. CUT AND FILL QUANTITIES ARE GIVEN AS TWO SEFERATE 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. PEDESTR /AN AND POL/C UTILITY EASEMEN. 10,911,41E 5E00' TOTAL TOTAL ADJACENT TO LOT ♦` LOT CUT FILL WITHIN R.O.W. ♦..♦ CUT FILL 01 348 133 0 0 02 177 266 N/A N/A 03 35 37 0 4 04 60 114 N/A N/A 05 N/A N/A 06 N/A N/A 07 N/A N/A 08 1O a 2,' N/A N/A 09 N/A N/A LOT TOTAL TOTAL ADJACENT TO LOT CUT FILL WITHIN R.O.W. 10 N/A N/A CUT FILL 11 N/A N/A 26 12 N/A N/A 27 13 193 30 N/A N/A 28 N/A N/A 14 41 150 N/A N/A 29 N/A N/A 15 45 150 N/A N/A 30 N/A N/A 16 45 85 N/A N/A 31 N/A N/A 17 56 36 N/A N/A 32 35 81 0 83 18 N/A N/A 33 38 122 0 66 19 N/A N/A 34 35 37 3 7 20 N/A N/A 35 N/A N/A 21 N/A N/A 36 N/A N/A 22 N/A N/A 37 N/A N/A 23 N/A N/A 38 N/A N/A 24 39 N/A N/A 25 40 N/A N/A EX UTTL /T. POLE nuE TAnON `tER TRACT UY POLE SOUTHGATE PARK I PEDESTR /AN AND PO, W1L,TYEASEMENT 77L /TY POLE R°EN SPACE EASEATENT IO' PR/VALT. I \ IDRA/NACE ESUT 1 EX. ROCKERY Ex caNC. WAtc�� E1: OUY POLE 'DRAINAGE ESA, T IiOUIU, „. ^�uighlp GRADE COMPARISION FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILDOUT n SCALE 1: 0 20 40 60 80 160 7ELE ITE STEFS 5EE 45.0 NEW 5' CONE. WALK NEW 5” ASP /. WALK SEE SHEET A5.0 FOR SITE STEP INFORMATION RECEIVED CITY OF TUKWILA S Li PERMIT CENTER Cr) TITLE JOB NO. 98013 P 5' UTILITY EASEMENT CONC. DRIVEWAY W r ( WIDTH MAX. X$��J a i CB _ _ I 5% 3LbPFMft • 14.00 =�it 2.8 SEWER TITLE JOB NO 98013 DETAIL PLAN "010 • SITE PLAN NOTES t THE FOUNDATION NOTED ON THE SITE PLAN SHALL TAKE IO D PRESIDENCE OVER THOSE ON THE BASIC HOUSE PLAN 2. OVERALL SITE TOPOGRAPHY IS SHOWN ON SHEET PLS. a ALL FOOTING DRAINS ARE PER DETAIL 9 /P8.0 4. STORM DRAIN - SEE CIVIL SHEET C-B. TIGHTUNE FOR HOME SHALL N TlE rIG� AND FOOTING DRAIN TOGETHER AT LOWEST AT JUNCTION LOWEST POINT IN FOUNDATION. PROVIDE CLFJWOUT THEN CONTINUE TIGHTUNE TO STORM DRAIN. 5 SANITARY SEWER - SEE CIVIL SHEET C-12 SANITARY SEWER SHALL O E 8' SDR - BE P CITY INFRASTRUCTURE O FRASTRUCTURSTAN DARDS. CLEAN OE SHALL 6. WATER SUPPLY FROM METER TO HOUSE IS 3/4' TYPE K COOPPER WATER METER IS I CHT St CONNECT E WATER SUPPLY TO WATER METER SETTER SEE 7. DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4' CONCRETE EXPOSED AGGREGATE OVER 2 OF 5/8 MINUS WASHED ROCK MAXIMUM WIDTH TO BE 20'4. mAximum SLOPE ALLOWED IS 15%. LOTS ' 2, 3, 4, 5,8,7,8,9,31 ' 32 NDEDTTOSTORMDRAIN RESIDENTIAL. TRENCH DRAIN TIGHTU ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE GRADIANT. & DURING URTRFOUNDATION CONSTRUCTION SHALL• BE RP R SHEETS CONTROL PtO , PU , Pt2 PL3 AND P14. 9. BEFORENIMPLEMENTAA ON OF LANDSCAPING FOUNDATION LANDSCAPING PERLANDSCAPE DESIGN REQUIREMENTS BE RAW PER K.C. SURFACE WATER 10. CUT AND FILL CALCULATED FROM SHEET Pt8• 1 NEAh7 IS PrW7 -.014. • l2ri.o' ;r Ofri -f- I — /- 7., These; , alnoa hava been reviewed by tFr : t C 'r a� -r or co rc - , Ac ep f or ordin n:; the , . ' acY of the cesi Additions, del _, t c. c r C.ings after this do,. acceptonce and will require a re r vi„od dr. _lies for subsequent Final .'ccc is subject to field inspection by the FJefic 'Ver!:s utilities inspector. Date: /� 22.p_o_ By: A cce55 1.41- ST R M of RECEIVED dttV of TUKWILA "ERMIT CENTER 40 to SHEET P2.1 L 0T8 J NOTE ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. 11111 7 11 I 11 - (dh • .11 , FLOOR ELY... 11111111111111 PIN. GRADE FOR PLAT APPROVAL RHYMED ORIGINAL GRADE — 4 /1 1 Mial l irg 44P L FINAL GRADE FOR LOT BUILD OUT MIDPOINT WINN - HOOD. anti I. -Mr- 140' 1 ()SITE SECTIONS FOR LOT 05 Scale 10' ©SITE SECTIONS FOR LOT 07 Scale 1 10' . 1 ....... [.. „.,.. IPW AT 1_17Z. 170' • JOS. .100' - I - - - fliEnidil!11111111111r 7 .19Z. 200' i gini 1111.11110M ..L. _Pr. 190' :. 11.• [1:1 II . II FLOOR ELT. IXI 11100111 .14E. in .11E . 180' ., _ ------, ___ _ ------- -- __I 1 IF REWEED ORIGINAL GRADE 1 it.iml111}HOT I ....17£._ 170' _Me -- .1.11131„ t it. tz. ... ...,_-:.-.. - 140' +– I- t- A_ • S 13111 &VE3.41/E adflualanorujest - =WALE .d ..im not-, il - IiIiIi 4 GRADE LII 11.1:111 1111 1111111 REvism ® SITE SECTIONS FOR L9T z00 , FINAL GRADE FOR LOT BUILD OUT - 1 - - - - - _ _ _ 4fli Kmartsm -- NORWALK__ DATUM --- _ tA!iliMIN, — ----- 11101 - -ii•-. - MAL 147' if - — REVISED ORIGINAL ..... -- FINAL ORADE POR PLAT APPROVAL FINAL GRADE kVA LOT BUILD OUT • _ . . _ w - MAIN FLOOR ELT. III 1111111111mi! MINFOINT ETON fi 14E • — _ FINAL GRADE FOR LOT BUILD OUT - - — --• . - - - - - - 110.' ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. _ 1.10'_ .1 14£ •_•_•_ SITE SECTIONS FOR LOT 08 Scale 1' 10' OFTU ILA !TEP PERMIT CENTER -MISSWIE11.2 "DT LE JOB NO. SHEET P6.2 -0 V-0' MAX. SPAN (FOR FROST 3/4 TYP. DECK CROSS SECTION O2WD` I�g NOTE: TWO DECKS WILL NOT BE USED FOR ALL CONDITIONS. INSTALL LOVER DECK ONLY UN. GRADE REWIRES. 2x6 RAILING 2x2 e 5 IR' OC (CLR DIST. [STUN NOT TO EXCEED 4' 5/4 x 4 TK CDR DCK'G 2x5 P.T. DECK UST. AT 16'OL. ATTACH LEDGER w/ 2 ROUE CF G' LAG BOLTS 4.116' oc TYP. TJI FLOOR FRAMING RIM BOARD PER PLAN 6x10 P.T. BEAM ECC4G TO POSTS ABOVE AND BELOW 2x FACIA BOARD (2' GREATER DEPTH THAN JOISTS) (1) 3/4' LAG BOLT, AT EACH END 6x6 KNEE BRACE, TYP. 6 xb P.T. POST CB66 FINISH GRADE (4) 4 BAR VERT. STUB INTO FOOTING •4 BAR WRAP • 12' 0c. MIN. TOP AND BOTTOM 36'x36,10' CONC. PAD / (4)•4 BAR EACH WAY ON SOLID BOSTRATE FOOTING DEPTH PER GEOTECH ENGINEER 06200 19_TJI OF 3/4=f -0e FI IFUR" GRADE NT . OUNDATION DETAIL • 03300 -10 FM TOP Of BAR L • NOTE: S.O.G. MUST BE N 9 PLACE PRIOR TO EULL BACKBLL CF WALL. N TT CF TOP OF FTG OP OF J BAR OUNDATION DETAIL � NOTE SAG, MUST BEM 0 PLACE PR0R TO RILL BA KFL'.L OF WALL TOP QF ?TOP OF III IN s G: NTS • W1= I/2' CLEAR • ) 1 )2' CLEAR I Ii! HE 4' CONC. OVER VA FOOTING DOEOT SLIDE M THIS CONDITION, FOOT** SPNS HORIZONTALLY. ° � 3/4'=1' -0' TOP OF O1 TOP OF E: FOOTING DOES NOT SLIDE N THIS CONDITION, FOOTING SP HORIZONTALLY. FOOTING DOES N�dZ SLIDE M 1140 CONDITION, FOOT HORIZONTALLY. `E TOP OF SLAB FOOTING DRAIN DETAIL ' -6' 10' 4 -8' ,L1 TS. N75 FOUNDATION DETAIL 2 3/4 -0' GRANULAR STRJC(URAL FU1 SEE 517E SPECIFIC FOIAIDATIGO ING DETAIL FOR FOOT CONSTR CTIGN. FABRIC - HIRAM 500x OR ECUAL TG4TLNE WASHED 1/8' MATERIAL 2'-0' MIN. OVER FOOT'G ORAN II� 4.x RGID OL PEf�ORATED PIPE T �I1 r 5/8'x10' AB. W)2,2,3 • PLATE ATE 0.C. WI, 3 SHEET AS NOTED ON _- SCI.EDUE T :. (2) • OP •4 ABET_ BAR • 16' OC,RLL IGHT HE Cr WALL (DM 3 SHEET A-U 4 VERT. J BAR • 43 oc (DI, 3 SHEET A-U 4 HCRZ BAR a �' oc SHEET A (DM 3 ST -1) DAMP PROOFING ('DIV l BIT AU TGHTLNE HOF:Z.0A e 1 j` ac A-V 3 SHEET A -U (5) 4 CONT. (Div . 3 A-I) SOLID 9135 'UPS SEE DETAIL PS FOOTING DRAM (DIV 2 SHEET A -U 5/811x10' AB. W'# / 276/16' SA UUS STEEL PLATE FER • 4' -0' OC. (DI, 3 ° A-17 EXCEPT A5 NOTED CN SEAWALL l' MN BISED- (2)•4 BAR eTOP 03300 LEFT •4 HR2Z. BAR. 0' x (DIV. SHEET NEW.. VE J BAR • AU 5' oc (DI, 3 SHEET A -A-1) ro .4 VERT. BAR 0 CC, FULL HEIGHT CF WALL ((DI, 3 5� �T A-I) DI (6) 4 BAR CONT. (DIV.3 SHEET A-1) SOLID SBSTRATE SEE DETAIL 9/P80 FOR FOOTING DRAM CONSTRUCTION (DIV 2 SHEET A -17 03300 - 11 5/8 & • 41114/ 2'176/16' 5A PLATE WASHER L. (DIV 3 SHEET A-1) EXCEPT AS NOTED CN SNEARVALL SCHEDULE l' MN EMBED. (2) .4 BAR • TOP (81.4 BAR (DIV 3 SHEET SOLID SUBSTRATE SEE DETAIL 5/P80 FOOTING DRAIN CON15t12T10N1 (D(DI, 2 5HEET A -U 03300 - 12 'GRAD 3/4' =i-0' 2'. -3' I' -3• NTS NTS FOUNDATION DETAIL 3/4"4-0 1.1.94 1.1.94 GRADE FOUNDATION DETAIL 3 /4'=T -0e (3P OF SLAB •4 VERT. BAR• S' OC, RILL HEIGHT OF WALL (Div. 3 SHEET A-1) 0 \ TOP OF J BAR VERT. J BAR GR 60 • 5' oc rz No, SDfx MUST BEM (Div. 3 SHEET A A-1) m PLACE PRIOR TO Pry BACKFILL OF WALL TOP OF •4 IV 3 HARe 8' oc (DORZ B SHEET A -U DAMP FRCPNG( DIV 15147 AU W ME O' T,G)3 Lvov., r3 � BAR 4'- O'a9'oc . TOP OF F "a A-IJ 3 -2' 10 1N-T35. N ee� 10' 5/8'1x10' AB. 1/112'X2'/13/14' - STEEL PLATE WASHERS e ;'0' O.C. (DI, 3 SHEET A -I) cEPT AS NOTED CN SHE .'.^ SCHEDULE T M ..BED. (2)•4 BAR :- •4 EAR a 12' oc, RILL 3 SHEET WALL . � . HEET A -U vERT. J BAR • 6' oc (DIV. 3 SHEET A -I) DAMP PROOFING ( Div, l SHT Al) 4 HORZ BARe 10' OVERLAP (MM) o (DIV. 3 SHEET A -U (5).4 TIGHTLINE (5)•4 BAR CONT. 1/2 CLEAR (DIV. 3 SHEET A -D SEE DETAIL 9/P80 FOR 1 POOTMG DN CONSTRICTION (s47,1V. 2 SHEET RQI A -I/ S,SUBSTRATE B OVER 4' ROCK AMOR 03300 - 05 5/8•1x10' AB. W/ 2•1'X3/16' 59. STEEL PLATE WASHERS OC. (DIV 3 SHEET A -D EXCEPT A5 NOTED CN SHEARIWLL SCHEDULE T MM. EMBED. (2)•4 BAR a TOP 4 VERT. BARe 12' oc, FULL HEIGHT OF WALL (DIV. 3 SHEET A -I) 5 VERT.J BAR a 8' oc ' (DI, 3 SHEET A -I) DAMP PROOFING ( Div. I SHT AU�n 4 NORZ. BAR• 10' oc 1'-6' OVERLAP (MIN) (DIV 3 SHEET A -U TOP OF BAR 1/2' CLEAR TOP OF J BA CLEAR • TOP OF BAR 3/4' =T-0' N15 NTS FOUNDATION DETAIL NS 8' 10' F OUNDATION DETAIL 3 /4e =f-O• 5 NOT SLIDE M THIS TING SPANS FINISHED GRAD VEHICULAR SURCHARGE • - -A AAEL 2'•0' 5) 0 (2) AT (Div.3 5/84x10' AB. W/ 2'1 STEEL PLATE WA5 0.C. (DIV. 3 BHE AS NOTED CN SCHEDULE T TIGHTLINE •4 HORZ BAR 2-0' a 16' oc (DIV 3 SHEET A -V SEE DETAIL 1/P00 FOR FOOTING DRAM CONSTRICTION 10I0.2 SHEET A -U (6) 4 BAR CONT. (DIV 3 SHEET A -U SOLID SUBSTRATE 4' CONC. SLAB OVER 4' ROCK OVER VAPOR BARRIOR 5/8'1x10' AB. 8/ 2'1'X3/16' SA STEEL PLATE WASHER a O.C. (DIV 3 SHEET A -U EXCEPT AS NOTED ON SHEAR /ALL SCHEDULE l' MIN EMBED. (2) 4 BARe TOP •4 VERT. BAR (9'-0' MN) • 12' ac (DIV 3 SHEET A-Il SvERT.JBAR GR60a (DIV. 3 SHEET A -U DAMP PROOFING ( DIV. 7 SHT AU •4 HORZ: BAR •8' oc OVERLAP (MIN) (Div. 3 SHEET A -D 115411INE •4 HORZ BAR 3' -0' a 12' oc (DIv. 3 SHEET A -U SEE DETAIL 9/P80 FOR A FOOTING DRAIN CONSTRUCTION (Div.2 SHEET A -I) (5).4 BAR CONT. (DIV. 3 SHEET A -I) SOLID SUBSTRATE 4' CONC. SLAB OVER 4'. ROCK OVER VAPOR BARRIO14 5/8'1x10' AB. W/ 2'1'X3/16' SA NOTE: STEEL PLATE WASHER a 4' -0' FOOTING' OL. (DIv. 3 SHEET A -I) EXCEPT LONDITI_.., AS NOTED ON SHEARWALL HORIZONTAL SCHEDULE l' MIN: EMBED. (2) e4 BAR TOP 03300-07 4- •4 VERT. BAR 10' oc, FULL HEIGHT CF WALL (DIV. 3 SHEET A -D • VERT. J BAR GR60• 5' ac (DIV 3 SHEET A -U .4 40RZ BAR .S oc (Div. 3 SHEET A -I) DAMP PROOFING (Div.1 SHT AU •4 HORZ. 3'-0' BAR elO' oc (Div. 3 SHEET A -I) CD .4 BAR CONT. (Div. 3 SHEET A -1) SOLID SUBSTRATE 4' CONC. SLAB OVER 4' ROCK OVER VAPOR BARROR 03300-08 L TOP OF FT'G FINISHED GRAD 03300 - 06 L • / 3/4 =1' NOTE n, FOOTRIN GLOES NOT SLIDE M THIS CONDITION: TING SPANS HORIZONTALLY?,,. FOUNDATION DETAIL 3/4'=1' -0' FOUNDATION DETAIL TOP OF SLAB TOP OF'SLAB TOP OF J BAR 3/4' =T-0' VEHICULAR SURCHARGE FOUNDATION DETAIL 112'010' AB. W/ 270'X3/16' 512 51E81 PLATE WASHERS a 4' -0' O.C. (DIV.3 SHEET A -I) EXCEPT AS NOTED ON SHEARU4LL SCHEDULE T MIN. EMBED. (27.4 BAR TOP •4 HORIZ BAR 10' OL, F -6' CORNER OVERLAP (DIV. 3 SHEET A -I) •4 vERT. J BAR I6' OL. ALTERNATE BENDS (010. 3 SHEET A -D TIGHTLNE DAMPPROOFING (DIV. l SHEET A -U SEE DETAIL 1/P50 FOR FOOTING DRAM CONSTRICTION (DIV 2 SHEET A -11 SOLID SUBSTRATE (3) •4 BAR CANT. (DIV. 3 SHEET A -U 1/1'4x10' AB. W/ 270'X3/16' SA. STEEL PLATE WASHER s 4'-0' OL. (DIV 3 SHEET A -U EXCEPT AS NOTED ON SHEARUALL SCHEDULE l' MIN EMBED_ (2)•4 BAR eTOP •4 HORIZ BAR 10' O.C., 1' -6' CORNIER OVER -AP (DIV. 3 SHEET A -1/ •4 VERT. J BAR 16' 00, ALTERNATE BEND5 (DIV 3 SHEET A -U TIGHTLINE DA IPPROC1MG (Div. 1 SHEET A -U SEE DETAIL VFW FOR FOOTING DRAIN CONSTRICTION (DIV. 2 SHEET A -U SOLID SUBSTRATE'. 131.4 BAR CONT. (010.3 SHEET A -U 5/8'4x10' AB. W/ 2'/11'X3/16' -0' STEEL PLATE WASHER a OC. (DIV. 3 SHEET A -U EXC AS NOTED ON SHEARWALL SCHEDULE l' MM. (21 .4 BARe 7. BA a 4' 00, RILL OF WAL L (Div. 3 SHEET A -I) 4 VERT. J BAR e S oc (DIV. 3 SHEET A-IJ 4 HORL BAR a 10' oc (DIV. 3 SHEET A -I) DAMPFROGfNG ( DIV 1 SHT Al) TIGHTLINE CONT AR a TOP •4 vERi. BAR L c 12' OC, RILL SHEET HEIGHT WAL (DIV.3 SHEET A -U •4 VERT. J BAR a 6' oc (DIV 3 SHEET A -D •4 HORZ BAR • 10' oc (Div. 3 SHEET A -I) 03300 - 02 5A -I) EXCEPT RUALL EMBED. DAMP PROOFING( DIV 1 514T AD TIGHTLINE •4 HORZ BAR 3' -0' a 10' oc (DIV. 3 SHEET A -I) (1) .4 BAR CANT. (3) AT TOE 3 SHEET A -D SUBSTRATE SEE D FOOTING (Div. 2 SH IL 9 8400 FOR M CONSTRUCTION A -U RECEN O77V OFTU PERMIT CENTER 00-04 TITLE JOB NO.: SHEET P8.0 4' RIDGED PERFORATED P /PE KEYSTONE WALL 4o'aaESSAND UIIVIYESVT 2 .12 "SD .................. 12" SD 4" R/OG/D PERFORATED Pi" SEE WALL OETA /LS 4'R/OLY PERFO?A7'' P/PE AT EDGE D � ACCESS ROAD FDA' DRAINAGE CONTROL SURROUND MTH HELL DRAIN/N0 ROCK 29A SEE DETAIL 6 - 5Y7EET C -5 2v' PUBLIC URL/TY/ PEDESTRIAN EASEMENT CB .49A DRAIN OUTLET AT B A S E OFW OAYLICHTED AV SHALL S °LA 77 INTO CATCH BAS /N WATER COURSE 42X29 CMP AR 4" R /OG /D PERFORATED P /PE DRAIN OUTLET AT BASE OF WALL cIg,E HIED /5170 OUARR ?" SPALL SPLASH BLOCKS 111► PEDESTRIAN AND PUBLIC UDUPYEAQMENT 70'PR/YAIE LRNNAGEESMT 0'H93WAY ORAINA6E E'.a/T ltT P1/B1/C 9RNNAGE E49T 20' PUBLIC UTILITY/ PEDESTRIAN EASEMENT LB \\ \ \ \ y EDGE OF EX. ASPHALT \ ZS'� ,/ <7 cB \ \\ •\ \ \ e \ \ \ • \ B /OF /L T A SWALE SEED MIX 1Z \ 5' WALK/ UT7L /TY EASEMENT 10' WALK /CURB U77LITY EASEMENT I15' & ORAhYAGET7- ESMT 31 CB 2 ES ROCKERY EX GUY POLE EX CONC WALL E 171.43 TRACT '' CB 15 CB IBA 5' WALK/017,Y EASEMENT E 15037 NOTE. AS-81.1/LT 9/30/99. T INFORMAJION /S AS OF 9/30/99. /* LE LIDS AND DRAINAGE ACCESS LIDS IN PAVEMENT AR44%' A770. R1M ELEVATIONS MAY CHANGE' AFTER FINAL L4 PER OF ASPHALT PAVEMENT HAS BEEN APPLIED. P /PE /N EX. ROADSIDE DITCH COVERED W /6 OF 2 TO 4" QUARRY SPACES ATER COURSE EX 78" CMP 12'5D 144.52 13877 12 NE)13877 (12'55), 21(TYR //) 5. 7374 1207 12'50 12074(12 E), 13124 (8 SW) 22 721.75 760. 7 16217 1 1196 7 (72V 118 55 (12 NE) PP W/ LUMM4 /RE PP W/ BASKE�ALL HDOP EX ROCKERS \ \ 59 CONC WALK CONC DRIVE GRAVEL OR/ CRAWL OR/ CONC WA PLANTER BO, GRAVEL DRIVE GB RE 9332 /E 89,74 (15') /5 8894 (24 ,) 5-/00 EX ROCKERY ASPH OR /YE CI - GRAVEL RIVE EX CONC WALL I \ \ n EX GUY POLE L 4" R /DC /D PERFORATED PIPE SOUTHGATE PARK E FJ.RE /E /6503(1I ( /2 ° .ff)� K 164d3(72 ° NNV 4, PLUGGED TO EAST GAS EDG LED fZ3 f SMOpYT. SPLAw7Y RED7De AO ROSRS AL&4 AEAOOW fDXTAL ALEQP'Y$WL/ PRA4EA3)5 JO SO APPLY 7AA3' MXR4!F AT A RAE OF 60 LOS /ACRE 9170 AINVOYAL SPRIGS OW MOUES Or NAME IlEYZAAC PLANTS WON AS BLLPL R1A W (=MS ACT/N[£ YAW= OR ANWOCARPLASA CREAM SAYE RUSH (EZEDCNARLS PAL/.S7R/V SLOG19'L SED6C (CARER T ,,WMT41 L ODfE7PS AS REIX REB BY lIE L05 i v V A S Y I £ P L A N T S S U M A S C A 7 T A C ( / Y A M L A 7 d ' E 1 L A A e 9 S E D C A N A R Y ? A ' RWALARRS ARLOMDi4ALBi1,Z ,4W PURPLE LLI S7RIFE (L37/AWW SAL/CAR/41 SHALL NOT BE USED CRIDE P ANY QIELH46TA112'S EDGE OF EX ASPHALT 1FENRICE MORE 35 90 ,Y5 92 65 80 ROTE' EX GAS LOCATED OR WEST EDGE OF PA LE- MENT EDGE OF EX ASPHALT SPEC /F/CATiONS ALL WORK SHALL BE IN CONFORMANCE O97H HS DOT (APWA) STANDARD PLANS AND SPEC /17C477ONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSIRUCADN AND CITY OF 77./KW/LA STORM DRA /NAGS' STANDARDS CATCH BASINS SHALL BE TYPE 7 UNLESS OTHERWISE NOTED. TYPE I/ CATCH BASINS SHALL BE 54 - /NCH O /A. ALL TYPE // CATCH BAS /NS SHALL HAY' LADDERS AND SAFETY STEPS ORA /NAGE PIPE SHALL BE POLYETHYLENE, SMOOPI WALL INTER /OR (N -12 BY ADS OR EQUAL), UNLESS OTHERWISE NOTED. PVC PIPE SHALL BE ASIM 0 -3034, SDR 35 CMP SHALL BE ALUM /NUM, 16 GAUGE UNLESS OTHERWISE 507E0 CATCH BASIN INLETS ShALL BE VANED GRATES 09771 IHRU -CURB FRAME FOR ' VERI7CAL CURBS (SEE KING COUNTY DWG NO 2 -017 SHT C -1B) OR ROLLED CURB FRAME AND GRATE (SEE KING' COUNTY DWG NO 2 -020, SHT C - IB) AS APPROPR /ATE CURB FRAME AND GRAVE (SEE K /NC COUNTY ONO NO. 2 -020 SHT C -152 AS APPROPR /ATE EDGE OF EX ASPHALT (ABANDONED) 0 12' CG W RE /E 27571 IE 27551 72400 d I LB ¢ CB 44 NORTH GRAPHIC SCALE 0 20 40 1 " =40' EDGE OF ES ASPHALT (ABANDONED) EXISTING ROADS /OE O/TCh' NOTE THE FOLLOWING CBS ARE ACCESS OR JUNCTION STRUCTURES, NOT /NLETS, AND HAVE SOLD COVERS 5 10 18A, 758 24A, 29, 295 30 40 40A, 42, 46 \\ \ \\ \ \ \\ \ � \ \ \ \\ \\ • CB 46 \ W /LID \ 30A TYP \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \\ \\ \ \ \ \ \ \ \ \ \ \ 4OA 75510 1 \ \ \ 47 15172 \ 42(TYP HET \ 43(TYP //) 10626 \ \ 510. 1 \ 44 22064 N 45 169.71 LBL/N� 46 15006 /E l r.e (72s/ ` \. 147..31(1201) j /W O- R/H' WATER COURSE 25TYPII) 29A(TYP I/) 30(TYP //) {YET VAULT /3 3/A 378 37C(TYPE II) 32 I 33 I 34 I 35 36 37 37A 38 39 40 8 CATCH BASIN DATA ( lv FACE OF C U U RB 3 PRE ?VT.) !B A j LV EZE /N ;LACE 7 22258 21233 (87V) 2 27848 21548 (8 "5/,5) 3 21200 27067 (8 21052 (8 5/) 4 204.75 20010 (8 S), 20005 (6'25) 5 166.13 18122 (8 18175 (1251/5) 78102 (/257W) 6 18569 78609 (122 7 17477 771.73 (72 SW) 171.66 ( /2515) 8 174.43 171.40 (851W) 9 17463 77172 (8 SE) 70 18096 18354 (12V 11 180.70 17579 (12 17569 (12 SE) 72 17930 17541 (72 SE) 17533 (/2 NW, SW) 73 18838 184.42 (72 NW) 14183.20 17884 (125/ENS) 15 77785 174.11 (1251/5) 174.09 (725/5) 16 176.87 17355 (72 NW), 17536 (125/5) 77 17455 17050 (8 SE) 18 17497 17004 OVERFLOW ELEV), 17000(85//Il 167.89 (8 SE) 760 67(36 NW, SWS SE)160 67(8'OU 78A 17545 16645 (8 SW), 165.95 (12511) 76065 (36510 SE,NE), 76054(8 NE OUT) 18B 77695 77524 (12 SW), 16065 (36 74 (12 NWJ 14006 742.63 144.07 13897 REMOVE 154.90 153.55 156.00 151.62 148.69 15033 143 45 176.53 171.21 15897 15265 152.67 WATER COURSE 0/(20 - -- 75:1 1,37TH STREET AN ALLEGRE ENTERPRISE EVERETT PHONE: 334 -5016 SEATTLE PHONE: 743 -6100 R/W 'EXPIRES 3 -15 -00 12 94 13859 125/5) 14324 (12 131.44 (36 NW) 14822 13172 (36NW), 131.77 (56 51E) 14461 14161 (OVERFLOW ELEI( 13481 (7251/5), 13031 (8' NE OUT), 13196 (36 SE) (N ACCESS) (MIDDLE ACCESS) (S ACCESS 136 2 /2'SW, 756.72 (12 NE) 75280 (72 151.80 (722) 7500(12V, 1485 (72 EX /STING) 14749 (12 "E, W) 14574 (72 14564 (12 14531 (12Z 11() CB/35 RIM 17574 (12 16658 (12 76651 02 - Ha 166.26 ( 2'E) 16010 (12"S) 15737 (12 YY) 15727 (12 E) 14939 (12 SW) 14974 (1251/5) 15043 (OVERFLOW ELEV) 14095 (8NE OUT) 14082 (365550) 14860 (72 SE, 8 NE), 74145 (36'SW), 14135 (36NW) 148.68 (B SW) 75985 (12Z). 13977 (8"S2 138.15 (815&,), 13807 (15N) 70316. (12 SW), 10300 (75 SE) 10291 (15510) 27785 (W) 16612 (8 128.17 (15 12808 (175'MV) RECEIVED PLANNED RESIDENTIAL DEVELOPMEN r OSTERVIEW ESTATES PERMIT CENTER DUJARDIN ;p DEVELOPMENT COMPANY 8 1 10' =ALT Esur 3O "ACCESS AND U1R/IYESVT 40 ACCESS ANO 5 UAUVY EASEMENT MI 12 PRIVATE SERE? ESYT 5' U7/UTY EASEMENT 5' U77LNY EASEMENT 7#47.9 15'PR/YAIE SEN£R k ORA/NAGE LSVT 15'PR/YAIEDRAW, AM 5E0E4 ESNT PEOESIR /AN AAD PN&/C UIIUTYEASFMENT 1 #18 33 3 COURSE TRACT ":" TRACT "A" e /. D - IYP _ AVER COURSE N \ \, N ' N N �. \ N SOUTHGATE PARK �KEY577NE WALL siyste ,AnONs EX SAN MH 19 -30 RE 7877 /E 181.6 EX SAN MH ,p9 -31 RE 208.4 /E2O2.2(8 "N" S &W) 500E OF EX. ASPHALT ALL NOW .SY/ALL BE /N OMR:RAMA /OE #2/ NS DOT (APIA) STANDARD PLANS AND SPELYROA7I NS FOR ROAD, BR/04w AND MY/MORAL CONS7RUCRON WY OR 7Z/XINLA PUBLIC wars SENER CON 7RUCIXV AND DE7EZORIENT STANDARDS AND VAL WE Sc N£R D/57R/CT STANDARD SPEOWARONS A/AM S SHALL BE 4B - /Na/ 17/AVE7174 TYPE 7 W M ELVEN7R/L' CONES THE" AM/MOW Nf70/T OI' WE RLSt7P A80I£ NE arc SHALL RE 24 /NO= /NOLUD/NG /RAW AND COME BASE .2 &HALL COWTA/N A PRETABP/C47E9 MVO/1E7E CHANN/EZ »; MBER GLASS 5.'R TED PLASX LAVER BY GO UN/EP LTD OR EQUAL ALL MANHOLES HALL BE CHANNELED TO WE 0401NV L1' 7NE SEWERS 7HE /NI f7PT OIL NE 01/7LET SEVER SHALL BE A MNMWIA/ OIL a1 FEET BELOW 771E /NLOUAVG /NW/?T aEVAiiD% ALL Ai4AW EES STALL HAVE LADDERS AND SAFETY S7EPS .21MM APE SHALL BE PIT., AS7A/ D- 31234 504 ..X5 NOTE AS-811/LT INFORMATION IS AS OF 9/399. MANHOLE LIDS IN PAVEMENT L NT ARE /N ATP RIM EI/ 7IONS MAY CHANGE AFTER FINAL LAYER OF ASPHALT PAVEMENT HAS BEEN APPLIED. EX SAN MH /9 -J2 RE 2371 /E 230.1 Lwi = I ei ti EX SAN MH {10-12 RE 70846 /E 100.90 (8 "/N 5) EX ROCKERY IF 100.24 (8 OUT N) EX CONC WALL 8 5 I \ e NO7E• SEE SH75 C -15 c• C -16' FOR PROFILES NORTH 0 20 40 80 1' = 40' GRAPHIC SCALE LOGE OF EX ASPHALT (ABANDONED) IWANHOLE DATA P /PE DATA MH NO TQ /OH NO. S /OFF MH NO RIM ELEV INVERT LIRE 1 2 9.55$ 2 EX 1271$ 3 4 6.57% 4 5 194% 5 6 173% 6 7 2.61$ 7 11 7030$ 8 19 1035% 19 9 884% 9 70 535% 70 71 1198% 11 12 7495% 72 13 855% 73 14 5.29% 14 15 724% 15 18 7520% 6 17 545% 17 15 224% 76 EX 14.462" 20 19 1573% CO (ZOT 32) 20 122% EX SAN MH ,(7D -33 EDGE OF EX. ASPHAL T AN ALLEGRE ENTERPRISE EVERETT PHONE: 334 -5018 SEATTLE PHONE: 743 -5140 7 776.92 777.69 2 76599 15977 15935 3 > %9 78147 4 8330 77204 17287 5 779 09 171.29 171.19 6 77758 16963 169.53 7 774.79 766.96 16672 8 18993 181.20 9 17870 17042 170.73 70 77227 76272 153.42 77 ( 768.67) 15922 (FROM MN 7) 75922 (FROM MH 10) 758.72 (OUT) 72 d 75793 14790 14745 13) 15345 ) 14295 14265 14 ) 144 68 { 13548 13518 75 ( 736 60 ,, 151.90 (FROM MH 14) 131.77 (FROM L":H 77) 73141 (OUT) 76 14673 0 17 7 0 13547 135.32 18 12090 111.50 11095 19 18609 17563 (FROM MH 20) 175.54 (FROM MH 8) 175.14 (ouT) 20 19758 EX SAN NH ,{70 -37 RE 1461 1377H TREE T /5 134.1 (8 /N) /E 1338 (8 OUT) EX SAN MN 710 -32 RE 149.86 /E 142.71 (8" W) /E 14745 (8 /E 141.35 (8" E) R/W EXPIRES 3 - 15 - 00 R E y 4, Ot U z PLANNED RESIDENTIAL DEVELOPMENT L„ r; ; 2 'I FOSTERVIEW ESTATES PEXMWj C - 12 DUJARDIN ;; DEVELOPMENT COMPANY 41i mo r AAVVAaIL/IX RELIEF - motor Assaa IV 0.25 0E7,41 1J P„ai NOM [ERECT REU441 MAX Or 25• PER ,A7/NT AS NEMO 7V LEVAN JOU:MA/AO/ AS IND/CAND LAV PLANS ANCIRAI REEF WEE - 8x 4 74 CONNECT EX 4 V 70 NEW 6 A' 2 - 45 tERT BEAVS REZOCAN EX 4- vALit- EDGE OF 02NCRE7E EX ASPHALT 1402ECT MEMO/ MAX 0 F 2F A .7 10 MAMMY OFFSET Er 1 - 8: 45'0170 41,/ x MI) 47AVVE7E ROOM 39 TE COL/ SE 5' MALK4/77LITY EASEAIDVT 1 -r, 45' NEM (M1 X 1141 1 - x REDIA277 4A/ X PV COVIECT EX VIEW F LW OF !MIER LIE ,,,Atalr 1- 8: 45'8E10 (AV X M) COASFEF swam STANDARD NOTES atom MP PRVS7:47701/ W ISEr SIT 0-14 DEIZECT KAMM/ AS RSV 25' MAX PER AIM' - 45 BEN Ohi x CCAORE7E &OWN 1 - F x 711(Av x tz) I - MIT WI( (la. 17.,1 - 447E YALE (MA x COAOREE MCCRAW • • . 1 - F zr1711 (IA/ A 17.) 1 - CAE AVE tf2 /MOW Se HYDRANT IAO MT/IL *WM 8171147 MVX 0575' REV =MEE/1027W 1 - F x 771(111 x flj - 6"' CAE Wit x1141 - F PLA7E 2 GE/AROPOS7S PER IV /115 DEC 4 1 - MOUNT ASSERZY (Y84',WAV (ME ND #125 DEMI - 1) MIME R0647/16 1 ;F 1. APPROXIMATE LOCA77ONS olsravo 11111/77ES HALE MEV OBTAINS:7 FROM AVARA9LE ' REC4405" AND ARE 57108N FOR COWICVENCE flOE CONTRACTOR SVALL BE RESRON9BLE ERFICATION OF LOCA770N SW7MIV AND FOR 0/SCOMERY OF POSSVLE ADD/77LWAL L/77LI1IE3' NOT SHORN SO AS TO A409 DAMAGE OR 0677.870ANCE VIE COP/MACAW SHALL CONTACT fie 1177E/77E UNDERGROUND LOCAPON CEN7E/7 0-800-424-5555f PRIOR TO 0046777UC1ION 17-a 011Afl? 44 NIS REPRESSVTAME SHALL BE CONTACTED FA 0771/7Y COVIZICT EX/S7S 2. CON7RACTOR SHALL NORFY 1707RICT ENGAHEER A AMARA/ OF 48 HOURS IN ADVANCE Cr ALL REOLIES7S FEN STAA1M 7E577N4 OR ANSPEC770N CON7RACTOR L RESPONSEZE F AT 1Z4� Or STAAIAC A CO/IFS/AC/OR SHALL FURN/SV SWOP DRANNVOS MR APPROVAL MERE REOVIRE2 BY THE DETAIL SPEOMANONS AMO FOR VARYATION 1701/ 771E ENEAMEERS DENIM • 09N7RACR2R .WALE INSTALL EOUFMENT ACIOLV7DANCr Of7H MANUFACR/RERS RECOMME7VDA77ONS ND "125 SPECe7C477014 ASO CY7Y TUKMALA STANDARDS 6. CENT1/AC7017 SHALL FafA4SH ALL .41,47E7iYALS z ALL MATERMAIN PIPE -WALL DUCREE NON CLASS 54 PUS//I-ON ,VANT OR NECHAMCAL dO/N7, CD/EN/-L//I/ID MAW A21.4.2 EXERKIR COATED M771 COAL TAR VARNISH INSTALLA7ION 10 BE IN ACCORDANCE NTH MANIFACTURERS REC01141E7V9A770AIS ALL 17171i OS SHALL BE CAST /RON AND SHAU COWAN, 770 APPLICABLE PORMONS er ANS/ STANDARD A21.14 A21.11, 17154 B154 AND A21.S. MO I A MIVIMUM PRESSURE RA7ING Cr 150 PS AND ML BE CEAIENT-LANE12 . ALL GATE VAL 70 BE MUELLER. AU HYDRANTS 70 BE AIVEZE177. G. car-Ns AND LAE TAPS 7V LC MADE BY CYAWRACRAZ M7 #725 SUPEIWNI17VDEN7; EMME' AND CY7Y OF 7UVIRLA 1NEFECTOR MET BE NORFED 48 HOURS IN ACIVAAKE Pa CAST IRON MECHANICAL JOINT .21i1E 07UPUNOS /71 11. TAPPING SLEEPES SHALE BE AIMED? CAST /ROA/ .CV EPDXY COWED sizga, ROVAC SST ill7N STAINLESS STEEL FLANGE: 12 02V7RACTOR /S RESPOMME 1017 if7EYFYINO AU EAISMVO PIPE TYPES AND SEES RA4 COUPUNOS CONNEC77014 cur-ND; AND VIE TAPS , 3 1/2 FOOT AMW1,11.81 CO4f77 04E77 All RAZES/MAIN PIPES DES/ 70 PAY ray srAx CDEAVTY INSWC770N FEES 15 ALL METER L03477ONS 70 BE COCWOIN47177 m WATER D1S7RICT 025 SA/PERAHEAVENT le ALL EXES77/V0 FRE HYDRANIS AND MAST 70 Be OPERAS/ON/IL PRAOR 70 CatIME1H'EME7VT • CO/VS7770C170/I ,z N 0 OlAA CHANGES ARE 10 BE MADE 18771OUT 017/77E7V APPROVAL BY oir mil /125 SZ/RDWMEND- ENT W GYSTR/CT ENCINEZR AND ME CITY OF 711/001LA PUBLIC /WKS OVGAVEIR. MI REID? 10 ND #115 CONDITIONS AND STANDARDS AND 70 TIE C/7Y Cr MINIM STANDARD SAT:If/CAPONS MR ALL REMAINING AAVES AND PETALS 15 PROVIDE J/F SiRifCE LINE AND TAP 021VA/EC7EIA5' FIN EACH EAISTINN MA7177 MEIER 2a MA/I2/1/A1 ALLOWABLE ON TRENCH SHALL BE 80 MT 21. STOCK AWES SHALL BE COPPED DURING ALL PERIODS OF PRECIPITATION 22. WORM PROVO? COMPACNCW AND MCKSTIRE CON7ROL EST REOLINEV AND COAL'S or EST REPOR7S SIA91,817E, 717 THE .06777/CT EAVYMiTE ALL COMPACTION UNDER PAI&V AND TRAFFIC AREAS SHALL BE .951 MAWR& 017/517Y MOD87E77 PROC7?27 PER ASV/ D-1557 ALL OTHER AREAS 70 BE SOX MAVA/UAI DENSITY AIODFIED P/POCTOR 2,..K ALL YALE'S FIRE HYDRANTS AND .g714i3' TO 771E AlE7E77 SRA° 70 EC /M21.117,S0 AS PART area MESSINE AND PURITY 7ES1 S NO EXCEPT/OM 2lL 1RAN C CON7ROL SwLL BE NV ACCORDANCE MITH OTY OF 71.80MEA REOU/REAIENTS 25 ALL PPE AND APPURENANCE3' 7 BE 7E57747 70 18771/N 10 FEET a' ANY CONNECTION PO/N1X UNLESS OlhERHEr APPROPED BY SVGATER 26. CONCRETE MUST BLOCNNVO SMALL BE PROWIIED AT ALL NT= 62 VAL ICS OR ODER APPURENANCES MERE RITERNAL MCVEY OURE RESTRAINT BLOCIONG SHALL BE AH ACCORDANCE MN IV 1725 STANDARDS 2Z WE lES77NO AND 01.57NFEC11OV RC WA/D? SYSTEM SHALL BE Iff7NESSI2I BY w. 1125 ALL RBRAEV HYDRANTS SHALE BE Z4/49E1/ 717 THE BAER 175777ICT YARD BY 77E CaVTRACTOR. - ANyoravir MIFF ASSIVEY NV 025 BETA, 12 COSelif7E ROOM 1 Le 225* BIAV x CONCRETE DRAT ,--CONCRETE WALL t ‘....----- CONCRE7F WALK CO/VCREIE STEPS CONCRETE DRIVE ASIAXE EX BOO CLAWIEVT OE 8' ISY ND7 8' If 1 - F A' EE x 141 1 - aff fiz H.0 - moRmrAssaankroVam) CONCRE7E NOM° NOR/I! GRAPH/C SCALE - 1 0 20 40 80 1" = 40' D2000 iqg 1 - 11 (A_V x 111) - W CAI 1 YAlt YPE x 1 - S4� one -01./..40 4747E7E1100011; 1 , \ \ \ \ \ \I-FAFEE01.1x14) \ 1 - F CAE MLA f 04 1 - SlL4S' f 1-exs• Ramo? at..# - /maw Amster (5z.r Ray) COSVIEE &CORN oat 50' MAX EX H/?, a' V& 7. - 5lVx MOE E 1100010 - S. 137771 STREET EOGE OF EX ASPHALT AN ALLEGRE ENTERPRISE EVERZTT PFIONE: 339-5018 SEATTLE PHONE: 743-61. 1-Fxf 1 - r gar PALE en MI) 1 - maw Ammar (11.6' COCRE7F 410412Vg EXPIRES 3-15-00 PLANNED RESIDENTIAL DEVELOPMENVVMA FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT COMPAWr 1 - 17' x F Er (M/ x FE) I - a' am me pz , am 7 1 - EM CAE HICIE eM/ x AO =war macaw 1 - Aram au, 440 COWRIE ROOMS 96152.00 C 1 3 0 8 !RI 1 1 S la I k S g ,RP i A S a p, a a E 1 ; a 1; ¢ a • • 2 `R a 1$ a S s 2 R 1wi s Fm SE !S 5 s E5 '11,1 � p$! t �s6 e 5 k-i If stc4 '4' qaj W a°A C# slS {a < g [LOT R 44 g o � s ? � 5 } � a' s I s � `aga �t ��x�� �RSfl° ,1i4 Ise iz ,, �g i h i ,� oi l y bal f 44 it 4 II ° 1,d. giNaad igo ;jai 1 11 1 fh ° 1 9. . u s n ' $ ad a s ro3.[g a NN �3 a9 i s g a =o °�.. a lr C5 p Islq 11 g 4 xa R 8 ; gw al C � sY l 4� 7 X14 Ri a ai I 4 gal frill e 5 y VI 1 l S Al i{ II �a .a 1g U V IF g a s! i 411 i 1ao- �$ 11 i I:i a 4 P1 0 V i rf i ! I I I P a m 1i C o 1. kill a i ' E - S -S SE a I 5; FPPppr i r 1101 110 1 I Pep a s s 4 lilt ISII n t y �E ai°1_ 1 1111111 L �,g{.Lc4o =Aq7` S6v�c�Fa�Fav All g a k g m Ig4o os i ' : Q iq �gsgsR2 s g R 1E a '. A� 6Q .. . a vg 1 .111 � ° a@ a 6 �,, � i I s i E' U i iR 1S1$4ai g 2 :i ijll P 155 7 I � P3o S 5 ;;::;' a A Rai J li illy 4$11-4i1 f 411:1 4 Pi gill! 11 4,04 : 1 :::::I ; 144(;15 g 4 _Phil 1 It ;Ili :! °a1a�e;icR il �I31� g Ail° o °a SS SiiEs 1a1 i S11 1 441151 Ii i ill � a [44111 11 g : i i Iiiil 5I��RSiii $1 :IN v sN as 4g° t_IC R j 6R N R •f i CO I ` g Q i s 3 Kiel R 8 R a it a ' s A ft R17 4 1 c N � � v 2 l R Iai Fif 8 • I S 15 A� SHEET TIME Kappler Architects, P.S. 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 STANDARD CODE NOTES Date By Description ' = " NM M THIS SHEET HAS BEEN PREPARED FOR SINGLE- FAMILY HOUSING TYPE V NONRATED CONSTRUCTION. THIS DRAWING IS OC COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT = 0 8 !RI 1 1 S la I k S g ,RP i A S a p, a a E 1 ; a 1; ¢ a • • 2 `R a 1$ a S s 2 R 1wi s Fm SE !S 5 s E5 '11,1 � p$! t �s6 e 5 k-i If stc4 '4' qaj W a°A C# slS {a < g [LOT R 44 g o � s ? � 5 } � a' s I s � `aga �t ��x�� �RSfl° ,1i4 Ise iz ,, �g i h i ,� oi l y bal f 44 it 4 II ° 1,d. giNaad igo ;jai 1 11 1 fh ° 1 9. . u s n ' $ ad a s ro3.[g a NN �3 a9 i s g a =o °�.. a lr C5 p Islq 11 g 4 xa R 8 ; gw al C � sY l 4� 7 X14 Ri a ai I 4 gal frill e 5 y VI 1 l S Al i{ II �a .a 1g U V IF g a s! i 411 i 1ao- �$ 11 i I:i a 4 P1 0 V i rf i ! I I I P a m 1i C o 1. kill a i ' E - S -S SE a I 5; FPPppr i r 1101 110 1 I Pep a s s 4 lilt ISII n t y �E ai°1_ 1 1111111 L �,g{.Lc4o =Aq7` S6v�c�Fa�Fav All g a k g m Ig4o os i ' : Q iq �gsgsR2 s g R 1E a '. A� 6Q .. . a vg 1 .111 � ° a@ a 6 �,, � i I s i E' U i iR 1S1$4ai g 2 :i ijll P 155 7 I � P3o S 5 ;;::;' a A Rai J li illy 4$11-4i1 f 411:1 4 Pi gill! 11 4,04 : 1 :::::I ; 144(;15 g 4 _Phil 1 It ;Ili :! °a1a�e;icR il �I31� g Ail° o °a SS SiiEs 1a1 i S11 1 441151 Ii i ill � a [44111 11 g : i i Iiiil 5I��RSiii $1 :IN v sN as 4g° t_IC R j 6R N R •f i CO I ` g Q i s 3 Kiel R 8 R a it a ' s A ft R17 4 1 c N � � v 2 l R Iai Fif S 15 rJ, �i CRAWL SPACE VENTS I. CRAWL SPACE AREA 869 SF 2. CRAWL SPACE AREA / 150 = 5.15 SF OF VENT AREA REQUIRED 3, TYPICAL VENT SIZE = 14,0,15 (15% EFFICIENCY) = 58 SF PER VENT NET I-W AREA 4. VENT AREA / 58 = 9,98 VENTS REQUIRED. 5. 10 VENTS SHOUN (SEE PLAN FOR LOCATION) W. 10 VENTS x 58 = WA SF OF TENT AREA PROVIDED. 1, VENTS SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS OF 4' MAX. 8. VENTS LOCATED IN RIM JOIST MUST BE PERMANENTLY BAFFLED. WSEC 502141 24' -0' 321 -0' SYMBOLS AND LEGEND ❑F FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CFM - KITCHEN 100 CFM MIN. -WHOLE HOUSE FAN 100 CFM MIN. VTOS WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFM MIN., VTO Et THERMOSTAT a 50' ABOVE FLOOR 0 110V SMOKE 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 FERN A PROVER 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS, B. PROVIDE THEE IAL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING TOP AND BOTTOM, D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE, 5' -1012' , 16' -3' C -1012' l' 0 -0 FOUNDATION /LOWER FLOOR PLAN NO 114'=1' -0' [ FP1) NOTE: RITE SPECIFIC FOUNDATION FLAN TO BE INCLUDED WITH EACH LOT SPECIFIC PERMIT PACKAGE. GENERAL FRAMING NOTES F OUNDATION KEYNOTES I CONCRETE STEM WALL 8' WEE WITH MIN. 15';.1' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV, 3 SHEET A -I CONCRETE STEM WALL 0' WEE WITH MIN- 12'x6' FOOTING. SEE DETAILS FOR ADDITIONAL I1- FORMATION. SEE Div. 3 SHEET A -I CONCRETE SLAB ON GRADE SHALL BE 4' THICK STEEL TROWELED FINISH, W/ 6x6 W1.4xW1.4 WILE ON 4' GRANULAR FILL. SLOPE 2' TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE DIV. 3 SHEET A -I 6x6 POST. ON CB66. 1• ABOVE SLAB ON 36'x36 0' MAT FOOTING ON SOLID SUBSTRATE 1.11/(4) 4 EAR EACH WAY. SEE DIV 3 SHEET A -I FP -5 CR.AUUL SPACE VEN, W. l__� SEEDIV I SHEET A -T SEE CALCULATION BELOW. I FP -I FP -2 ) FP -3 IFF - 4 ) ALL CRIPPLE WALLS ARE 2x6 OR 3x4 a 16' c.c. UN.O. 14' MIN STUD LENGYH PER EEC SEE. DIV. 6 SHEET A -I 4x10 BEAM LINE. MN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE DIV. 6 SHEET A -I 4x4 POST (SCAR POST AND BEAM WITH 2x4) ON 90+ FELT ON MAT FOOTING UNO- PROVIDE 4x6 POST 9 BEAM SPLICE t POSITIVE CON- NECTION FROM POST TO FOOTING. PER DETAIL 16/01. SEE DIV. 6 SHEET A -I 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE. SEE DIV. 1 SHEET A -I ELECTRICAL SERVICE: PROVIDE (I) 2 1/2' SCHEDULE W0 PVC CONDUIT FOR ELECTRICAL SERVICE AND (I) 5 /8'x8' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE DIV. 16 AND VERIFY WI SITE CONDITIONS BLOCK 011T IN STEM WALL FOR DOORS, HVAC, ETC. AS REQUIRED 10x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET A -I22 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST. 24'324'X1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) +4 EAR EACH WAY OR 12' STRIP FOOTING PER DETAIL 16/DI f FP - 15) 30'3130'X7' MAT FOOTING ON SOLID SUBSTRATE W/ (2) +4 BAR EACH WAY OR 15' STRIP FOOTING PER DETAIL 10/01 36'X36'X12' MAT FOOTING ON SOLID SUBSTRATE W/ (2) +4 EAR EACH WAY STUB STEEL 12' INTO SLAB o I2•oc FP -6 FP -1 FP -8 FP -S ) (FP -10 ) FP -11 FP -12 FP -13 ) C FP-14 ) FP -I6 ) FP-I1) FP -IS FP-IS) IFP -20) FP -21 ) I FP-22) FP -23) FP -24) I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERS/ -IEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TRUSS PLAN 550UN 15 FOR GENERAL LAYOUT ONLY SEE DIV. 0100 SHEET A -I - TRUSS LOADING SEE DIV. 0100014 SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5, ROOF FRAMING SPACING, 24' C.c. UNO. 6,ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4. VERIFY. W. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 0, ALL HEADERS ARE 4x10 OF +2 UNO. PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' LINO SEE DIV. 06 SHEET A -I FLOOR JOIST SEE DIV. 6 SHEET A -1 400 BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 SHEET A -1 PROVIDE SOLID BLOCKING TNRU JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE DIV. 6 SHEET A -1 MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MIN I8•'. BELOW SURROUNDING GRADE 3' DIAMETER STEEL POST EDGE OF CONCRETE SYMBOLS & LEGEND N POINT LOAD TRANSFERING DOUN y� @ P 2 e POINT LOAD TRANSFEROR DOUN WI LOADING v HANGER POINT LOAD TRANSFERED BY KICKER POINT LOAD FROM ABOVE Q POINT LOAD FROM ABOVE W/ LOADING ytie tt HOLD DOWN WITH SIZE DESIGNATION S� - VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL I- WALL ABOVE WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEEMSEMID CALCULATIONS ARE NOT PROVIDED IN TI0EEggRW4WW44. SE' i I ti ;'rjNi PEPiMiT CENTER TITLE JOB NO 5408621 BASE PLN B2000 -060 r 2x8 WALL U 7 16'_2' .:. 15' -I0' I v T -9 15' -8 1 1 4' -5' C \ 1 ® 4 1 - - - -- P FP -4 ) Unfinished Basement Conc.. 3'H0' -1' 6' -512' r — / 1' I 121 DB I P18R Jrm] - .‘ I I I c o m . �� - , n I/2' G11.0 OVER RIDGE INSULATION GLUED TO CONC, STEM WALL. Arkak ®IGIF �- j t EEO Ur 14' -0' — T ,6 V2 1 ) P -18) � - 3' -8 12' i 4' -9' l r Porch CONC T -9' 3' Garage CONC \ / iFP -3 MIZ L 1 1 I A I 0 1 I 1 FP - 16 L —J ( RP-3 ) FP -10) SIZE DETERMINED v O - - FP -1) — J FP I j I� \ L_ rJ, �i CRAWL SPACE VENTS I. CRAWL SPACE AREA 869 SF 2. CRAWL SPACE AREA / 150 = 5.15 SF OF VENT AREA REQUIRED 3, TYPICAL VENT SIZE = 14,0,15 (15% EFFICIENCY) = 58 SF PER VENT NET I-W AREA 4. VENT AREA / 58 = 9,98 VENTS REQUIRED. 5. 10 VENTS SHOUN (SEE PLAN FOR LOCATION) W. 10 VENTS x 58 = WA SF OF TENT AREA PROVIDED. 1, VENTS SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS OF 4' MAX. 8. VENTS LOCATED IN RIM JOIST MUST BE PERMANENTLY BAFFLED. WSEC 502141 24' -0' 321 -0' SYMBOLS AND LEGEND ❑F FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CFM - KITCHEN 100 CFM MIN. -WHOLE HOUSE FAN 100 CFM MIN. VTOS WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFM MIN., VTO Et THERMOSTAT a 50' ABOVE FLOOR 0 110V SMOKE 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 FERN A PROVER 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS, B. PROVIDE THEE IAL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING TOP AND BOTTOM, D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE, 5' -1012' , 16' -3' C -1012' l' 0 -0 FOUNDATION /LOWER FLOOR PLAN NO 114'=1' -0' [ FP1) NOTE: RITE SPECIFIC FOUNDATION FLAN TO BE INCLUDED WITH EACH LOT SPECIFIC PERMIT PACKAGE. GENERAL FRAMING NOTES F OUNDATION KEYNOTES I CONCRETE STEM WALL 8' WEE WITH MIN. 15';.1' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV, 3 SHEET A -I CONCRETE STEM WALL 0' WEE WITH MIN- 12'x6' FOOTING. SEE DETAILS FOR ADDITIONAL I1- FORMATION. SEE Div. 3 SHEET A -I CONCRETE SLAB ON GRADE SHALL BE 4' THICK STEEL TROWELED FINISH, W/ 6x6 W1.4xW1.4 WILE ON 4' GRANULAR FILL. SLOPE 2' TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE DIV. 3 SHEET A -I 6x6 POST. ON CB66. 1• ABOVE SLAB ON 36'x36 0' MAT FOOTING ON SOLID SUBSTRATE 1.11/(4) 4 EAR EACH WAY. SEE DIV 3 SHEET A -I FP -5 CR.AUUL SPACE VEN, W. l__� SEEDIV I SHEET A -T SEE CALCULATION BELOW. I FP -I FP -2 ) FP -3 IFF - 4 ) ALL CRIPPLE WALLS ARE 2x6 OR 3x4 a 16' c.c. UN.O. 14' MIN STUD LENGYH PER EEC SEE. DIV. 6 SHEET A -I 4x10 BEAM LINE. MN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE DIV. 6 SHEET A -I 4x4 POST (SCAR POST AND BEAM WITH 2x4) ON 90+ FELT ON MAT FOOTING UNO- PROVIDE 4x6 POST 9 BEAM SPLICE t POSITIVE CON- NECTION FROM POST TO FOOTING. PER DETAIL 16/01. SEE DIV. 6 SHEET A -I 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE. SEE DIV. 1 SHEET A -I ELECTRICAL SERVICE: PROVIDE (I) 2 1/2' SCHEDULE W0 PVC CONDUIT FOR ELECTRICAL SERVICE AND (I) 5 /8'x8' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE DIV. 16 AND VERIFY WI SITE CONDITIONS BLOCK 011T IN STEM WALL FOR DOORS, HVAC, ETC. AS REQUIRED 10x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET A -I22 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST. 24'324'X1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) +4 EAR EACH WAY OR 12' STRIP FOOTING PER DETAIL 16/DI f FP - 15) 30'3130'X7' MAT FOOTING ON SOLID SUBSTRATE W/ (2) +4 BAR EACH WAY OR 15' STRIP FOOTING PER DETAIL 10/01 36'X36'X12' MAT FOOTING ON SOLID SUBSTRATE W/ (2) +4 EAR EACH WAY STUB STEEL 12' INTO SLAB o I2•oc FP -6 FP -1 FP -8 FP -S ) (FP -10 ) FP -11 FP -12 FP -13 ) C FP-14 ) FP -I6 ) FP-I1) FP -IS FP-IS) IFP -20) FP -21 ) I FP-22) FP -23) FP -24) I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERS/ -IEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TRUSS PLAN 550UN 15 FOR GENERAL LAYOUT ONLY SEE DIV. 0100 SHEET A -I - TRUSS LOADING SEE DIV. 0100014 SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5, ROOF FRAMING SPACING, 24' C.c. UNO. 6,ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4. VERIFY. W. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 0, ALL HEADERS ARE 4x10 OF +2 UNO. PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' LINO SEE DIV. 06 SHEET A -I FLOOR JOIST SEE DIV. 6 SHEET A -1 400 BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 SHEET A -1 PROVIDE SOLID BLOCKING TNRU JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE DIV. 6 SHEET A -1 MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MIN I8•'. BELOW SURROUNDING GRADE 3' DIAMETER STEEL POST EDGE OF CONCRETE SYMBOLS & LEGEND N POINT LOAD TRANSFERING DOUN y� @ P 2 e POINT LOAD TRANSFEROR DOUN WI LOADING v HANGER POINT LOAD TRANSFERED BY KICKER POINT LOAD FROM ABOVE Q POINT LOAD FROM ABOVE W/ LOADING ytie tt HOLD DOWN WITH SIZE DESIGNATION S� - VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL I- WALL ABOVE WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEEMSEMID CALCULATIONS ARE NOT PROVIDED IN TI0EEggRW4WW44. SE' i I ti ;'rjNi PEPiMiT CENTER TITLE JOB NO 5408621 BASE PLN B2000 -060 I� 2 Iqg GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL % OF GLAZING 3014 SF 393.54 SF 13.1 % SF. IS CALCULATED USING THE REQUIREMENTS SET FORTH IN THE WASHINGTION STATE ENERGY CODE. REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY OF PERFORMANCE COMPLIANCE SYMBOLS AND LEGEND (]F FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CFM MIN. - KITCHEN 100 OEM MIN. - UU -IO1.E HOUSE FAN 100 CFM MIN. YTOS WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR.TIMER - 100 CFM MIN., NO �T THERMOSTAT a 5O' ABOVE FLOOR H 110v SMOKE DETECTOR PER UBC 11104 BATTERY BACKUP INTERCONNECTED C 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 TANK AT WATER HEATER . STRAP WATER HEATER TO FRAMING TOP AND BOTTOM, D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. MAIN FLOOR PLAN Scele I/4' =1' -0' I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I OCCUPANCY SEPARATION: APPLY CI) LAYER 5/8' TYPE 'X' G.W.B. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY l2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE Div. 010025 SHEET A -I ( P -2 i 3/8 MIN. SOLID CORE DOOR H SELF CLOSER J TO BE WITH TIGHT FITTING SEE Div. 010025 SHEET A -I P-L J UB STAIR ASSEMBLY NOTES: PER C SECTION 1003 A. HEADROOM MIN 6' -8', WIDTH MIN. 3' -0'. B. TREADS i0' MIN. DEPTH, RISERS 8' MAX HT. C. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL 1 1/2' MN. TO 2' MAX. CROSS SECTION DIMENSION AND I I/2' MIN. CLEAR FROM WALL, RETURN RAIL ENDS_ D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(S, E. COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'X' G.W.B. (2) LAYERS o CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4'. BETWEEN BALUSTERS. SEE DIV. 010026 SHEET 4 -1. SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN IS OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS. AND SHOWER5. D. GLAZING IN DOORS E. WITHIN STAIRWELLS F WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE Div, 05500 SHEET A -I EGRESS WINDOW PER UBC, SECTION 3104 SEE DIV. 05600 SHEET A -I ( P -6 ) IGN ITERS F OR GAS RE APPLIANCES IN GA RAG E TO BE IS' FI M IN A BOVE TOP OF SLAB. SEE DIV. 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITS NON- ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIV. 05250 SHEET A -I (21 LAYERS OF FLOOR SHEATHING OVER ( P -I ( P -4 P -5 ( P -1 J ( P -S ) ( P - 1 ( P -10 1 ( P -II 1 ( P -12 ) ( P -13 WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DI, 01002.5 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS, SEE Div. 010025 SHEET'A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE Div. 01002.5 AND 9 SHEET A -I D. 5/8' TYPE 'X' GEE ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. I P - SAND D SITRI E PLVEWAN AYS FOR EXTENT OF WALKS L J 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. B VENT FOR MECHANICAL I' CLEARANCE ALL SIDES PER UBC SEE DIV. 15 SHEET A -I PLANT SHELF [P -14) ( P - I5 ( P - Il ( P -IS ( - IS I I P -20 I ( P - 2I ( P - 22 ( ( P -23 ( P -24 L SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAILITY INFORMATION SEE DIV. Il SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION 5`-0 DIV. 5 SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SWEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. FRAMING. 8. MAX RISER WITH IS MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I 18 x24 CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 010021 SHEET A -I 22 x30 ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R-IS INSULATION MIN. SQUARE FOOTAGE MAIN FLOOR 931 SF UPPER FLOOR 1177 SF UNF. BASEMENT 906 SF TOTAL 2108 SF GARAGE 478 SF DECK / PATIO 38 SF SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. RECENED S POFTUKWILA PERMIT CENTER 00 iD LO CO c^ L� ri.d p N b � ry) 4. C.) 2 1- 0 * ./r W • am. _c Cn N L CY) s5 9908621 TITLE JOB NO. 5308621 BASE PLN B2000 -060 SHED 3 F -63 ALL FLOOR JOIST ARE II -T /S' TJI PRO 150'6 AT 19.2' oc VERIFY W/ MFG LAYOUT. SEE DIV. 06109 START FRAMING HERE (2) 2x OR (I) 3x SOLID FLOCKING TINDER WALL ABOVE - TYP. D2 4. DP2 1' - ‘ 0:_1 9 _1, A 7 I UPPER FLOOR /LOWER ROOF FRAMING PLAN Scab I /4 '.I' - 0' 2x6 RAFTERS w/ 2x4 CEILING JOISTS J I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES I F -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HvAC DUCTING. SEE DIV15 SHEET 4-1 F 2 RAKED PONY WALL N TOP OWER ROOF FRAMING MEMBERS SU F UP ROOF FRAMING MEMBERS, ( F -3 ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS FE TOP OF BEAM IS'.FW M OF JOIST WITH NO TOP PLATE- CUT ADJACENT. FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV, 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE 0110. SEE DIV. 05100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT F - 4 1 F -5 l F -S l F - r F- ) PRESSURE BLOCKING SEE DIV. 06100 SHEE7 A -I F -II F -12 F -13 F -14 { F -I5 I, 5EE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TRUSS PLAN 51-10WN IS FOR GENERAL LAYOUT ONLY 5EE Div. 6100 SHEET A -I - TRUSS LOADING SEE 210 010001.A 5I-EET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN S. ROOF FRAMING SPACING, 24' cc. UN,O, 6,ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. T. RAFTER TAIL 2x4. VERIFY. S. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. S. ALL HEADERS ARE 4x10 DE •2 UN.O. PROVIDE (I) TRIMMER STUD UP TO 4-0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UNA. SEE Div 05100 SHEET A -1 FLUSH - BOTTOM OF BEAM EVEN WI BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM S BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM RUMPS DOWN BELOW JOISTS 2X6 OVERFRAMING a 24' 00 2X6 CEILING JOISTS o 24' 00 SYMBOLS & LEGEND 0 POINT LOAD FROM ABOVE O POINT LOAD FROM ABOVE W/ LOADING S POINT LOAD TRANSFERMG DOWN �r POINT LOAD TRANSFERING DO W/ LOADING WN 0 HANGER POINT LOAD TRANSFERED BY KICKER !o Q v y � 6P � Q HOLD DOWN WITH SIZE DESIGNATION ://x TO BE USED RA WITH SIZE D STxx -- -- HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF 51-EAR WALL I — WALL ABOVE TEffilliffilia WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. RECEIVED 011V bP 7Y18WIL A PER6AR CENTER TITLE JOB NO 9418621 BASE PLN B2000 -060 SHEET A4 9908621 32 -0 SYMBOLS AND LEGEND 1 FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CFM MIN. - KITCHEN 100 CFM MIN. -W14OL _ HOUSE FAN 100 CFM MIN. VTOS pl WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFM MIN. vT0 rT THERMOSTAT o 50' ABOVE FLOOR O 110v SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED Q 24 50UR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER Div. 15,16 SEE SHEET Al FURNNI A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING TOP AND BOTTOM. D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. UPPER FLOOR PLAN Scale 1/4'=1' -0' I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I P - I I ( p -2 I ( P -3 P -4 P - 5 ( P 6 1 IGNITERS FOR GAS =DA APPLIANCES N GARAGE TO BE IS' BOVE TOP OF I SLAB. SEE DIV. 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO 10 ABOVE DRAIN INLETS. SEE DIV. 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. S MAX RISER WITH 10' MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I IS x24 CRAWL SPACE ACCESS. INSULATE. AND WEATHER STRIP. SEE DIV. 010022 SHEET A -I 22'x30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE. AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A -I' FLOOR MATERIAL BREAK LINE I P �J P -8 I P _9 I P -10 1 I P -II 1 I P -12 1 P-I3 I P - I4 1 P -15 I P -16 1 P -IT I P - IS ( - I P -20 I P - 2I I P -22 P -23 1 P -24 1 I. SEE COWER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2, ENERGY AND AIR QUAILITY INFORMATION SEE DIV. IT SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE Div. S SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. OCCUPANCY SEPARATION: APPLY (I) LAYER 5/S' TYPE 'X' OWE. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE Div. 010025 SHEET A -I 13/S' MIN. SOLID CORE DOOR WITH SELF CLOSER U TO BE TIGHT FITTING SEE Div. 010025 SHEET A -I STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 ±v __ cU A. HEADROOM MIN. 6' -S', WIDTH MIN. 3' -0'. B. TREADS 10' MIN. DEPTH, RISERS S MAX. HY C. HANDRAIL MIN, 34' TO MAX 30' ABOVE TREAD NOSING. HANDRAIL I IQ' MIN. TO 2' MAX CROSS SECTION DIMENSION AND I I/2' MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(S, E. COVER USABLE SPACE UNDER STAIR W/ 5 /S' TYPE 'X' GW.B. (2) LAYERS B CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DIV. 010020 SHEET A -I. SAFETY GLAZING PER '.UBC, 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. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE Div. 00000 SHEET A -1 EGRESS WINDOW PER WOO, SECTION 310.4 SEE DIV. 05600 SHEET A -1 WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DI, 010020 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 01002.0 SHEET A -I C. HEARTH SHALL CONTORT TO UBC REQUIREMENT. SEE Div. 01002A AND 9 SHEET A -I D. 5/S' TYPE 'X' GWB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. VENT FOR MECHANICAL I' CLEARANCE ALL SIDES PER UBC SEE DIV. 15 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 236 STUDS W/ R -IS INSULATION MIN. 1000 liq3 C4 gg i ul D wu PERMIT CENTER D n C Co 'Mr� L L H V : �* C t t LU() p) N ®3 : I� CX CO TITLE JOB NO.: 9308521 0 BASE PLN B2000 -060 ROOF VENT CALCULATION BASED ON 3 2 -1/7 HOLES PER VENT BLOCK ROOF VENT CALLS BASED ON UBC SECTION 15053 TOTAL ROOF AREA'1256 5,300 =418 OF OF VENT AREA REQ 50 % AT EAVE = 2.09 SF REQUIRED 50 % e 36' (MIN) ABOVE EAVE = 209 SF REQUIRED 6 ROOF JACKS AT 50 SQ. IN EACH == SQ. IN.= 209 SF 70 LF. OF EAVE VENTS AT 52 Sa INJLF =3952 SQ. IN. =274 SF 2 _ GABLE END VENTS AT 1_ x24 = 648 SQ IN_ =45 SF O — GABLE END VENTS AT 0_ x 0 = 0 so IN. 0 SF 0 GABLE END VENTS AT 0 DIA. = 0 SQ. IN. =O SF TOTAL VENTS PROVIDED ROOF JACKS _ 249 SF EAVE VENTS = 274 GE GABLE END VENTS = 45 SF TOTAL SF OF VENTS PROVIDED = 993 5F • AREA MAY SE 1/300 IF A VAPOR RETARDER 16 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 SCALE 1/4'.1' -0' J Ws I GENERAL FRAMING NOTES L FRAMING PLAN KEYNOTES I F-I r F -2 F -3 1 F-4 1 ALIGN OF INSIDE L FACE OF 0M 04 WITH OUTSIDE FACE WAL F -F ) UPSET - BOTTOM OF SEAM EVEN W/ BOTTOM OF ) JQ57 AND TOP OF BEAM EXTENDS UP ABOVE (- TOP ' OF BEAM IS FLUSH WITH BOTTOM OF l 1 H JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. j F - 1 ATTIC FP V SEE CALCULATION F -8 F �F -I0) F -II F -12 F -13 F -14 F -I5 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TRUSS PLAN SHOWN IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -I - TRUSS LOADING SEE DIV. 0100014 SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' o.c. UN.O. 6. FOOT PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. T. RAFTER TAIL 2x4. VERIFY. 9. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. A. ALL HEADERS ARE 4x10 OF p 2 UN.O. PROVIDE (U TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UN.O. SEE Div. 06100 SHEET .A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIV.15 SHEET A -I RAKED PONY WALL ON TOP OF LOUFR ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL JOISTS SEE DIV. 01002. SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE' HEIGHT 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 BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5° BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOUIN BELOW JOISTS 2X6 OVERFRAMING ® 24' OC 2X6 CEILING JOISTS 24' 00 SYMBOLS & LEGEND POINT LOAD FROM ABOVE � POINT LOAD FROM ABOVE W/ LOADING O POINT LOAD TRANSFERING DOWN Q POINT LOAD TRANSFERING DOWN W/ LOADING HANGER POINT LOAD TRANSFERED DV KICKER Q v HOLD DOWN WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION e TO BE USED ON FLOOR BELOW Stxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE VEZEIEEZ WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. nc Erveu CITY OF TUKWILA PERMIT CENTER co CO c^ L(? N (A -I.-' u_ V F * • . u M 4 Ln L U L j T VI _,CCS TI JOB NO.: 9308621 BASE PLN 82000 -060 111111111 11 I 111111111111111 R 11111 1 1111 l SIDE ELEVATION Scale L8' = I'•0' 6' HORL 51DINs ETD eye &12 III 111 6• HORZ. SIDING 11 n SIDE ELEVATION Scale L8'.I' -0' 8:12 R TOP PLATE WIN HDR HGT. UPPER FLOOR TOP PLAT WIN. NOR HGT. MAIN FLOOR TOP PLATE WIN. HDR HGT LOVER FLOOD REAR ELEVATION 5rabl' ig n s 0 &12 ROOF CONSTRUCTION ROOFING: (DIV. BUILDING PAPE (DIV. 7) SHEATHING: (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV. 7) SOFFIT: (DIV. GWB: (DIV. 9) EXTERIOR WALL CONSTRUCTION SIDING MATERIAL: (DIV. 7) BUILDING WRAP: (DIV. 7) SHEATHING: (DIV. 6) FRAMING: DIV. INSULATION: (DIV. 7) GWB: (DIV. 9) 1/2' GWB FLOOR CONSTRUCTION FLOORING: (DIV. 9) SUBFLOOR: (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV. 7) SOFFIT: (DIV. 7) TRIM:(DIV. 6) WINDOW: (WITH NO BRICK MOLD) CORNER BOARDS: FASCIA: X1111111 m �iiAl I� t /1111111111�� vain �111u�I1nl/111► ''111 �11f111�1111111 a1d V", 1 ' N111l111111111111111111111111111►, X 11 ~11i 1 1mi11111n1111��11 ��r� i���1111inIIIIII�II ' 1 1nU� IInI ►11 EMI mom aid el III i� I 1111 6. 1111111 11 �11 1 .1,. 1i EMI a11I 1 1111 r� .�. �� � ■ 11{11111111111i (III Iimill111 I J! -! ■ �0 ��• II 111 ' �11 ? � 1 . 191111111 rnuI minim nimmi■un .in.i.imormIIIIUN1 111111(11111 1NI11111111111111111111101111I111 .11111111 ( Q.Nim111 IIIIi Illu1�11.uuI■ 11111■ IIUIr1111■ nII1111nQ11IIIIm1I1I ■111111111m11M111IIoI111I1�1i11 a1I111 � 11111 i11 1 ni l iuni l iiramin l nil i i 1111 mIl 11M11 MIN MIN L. WIN. HDR HGT. 2x3 STOOLBOARD OVER 2x6 TRIM UPPER FLOOR TOP PLATE WIN. HDR HAT. \ 7 SHINGLES (DIV. 010005) 300 BUILDING PAPER 7/16' OSB OR EQUAL PER PLAN R•30 BLOWN -IN U2° RE -SAWN PLYWOOD 5/8' GWB 2x6 TRIM 2x4 TRIM 2x6 TRIM 1x2 BATTS OVER RWGH SNlN PL71W. a 12' TYPICAL BUILDING MATERIALS HEAD: 2x4 JAME 2x SI rte IN 71+ .x2 OUTBID • 2x4,2x3 2x8 UN. TOP OF PLATE a ENTRY Porch Dinin (BEYOND) Family OOR JOISTS PER FLAN Unfinished Basement Kitchen (BEYOND) WIN HDR HGT UPPER FLOOR TOP OF PLATE �1 WIN HDR HGT. WIN 000 HGT. WOOD SIDING (DIV. 01005) 150 BUILDING PAPER 7/W OSB OR EQUAL 2x4 STUDS AT is' OC R -13 BAIT W/ INTEGRAL VAPOR B FINISH PER PLANS (Dry. 01005) 3/4' TAG (PLYWD, COMPLY, OR EQ.) PER PLANS R -19 BATT 1J2 RE -SAWN PLYWOOD R T5LDNY gag FRONT ELEVATION Scale V4' =1' - ®' SEE SITE PLAN FOR SITE SPECIFIC FOUNDATION INFORMATION BUILDING SECTION A -A Scale 1/4'=1' -0'. ISx2 GABLE END VENT TOP PLATE 1x8 TRIM OVER I. TRIM MDO 7 LT0000 w /L <'x2 Cs CORNER•IOULD 2x4 T01T 2x6 TRIM .9 MAIN FLOOR \ ���llll \ TOP OF PLATE 00 CITY O TURWILA PERMIT CENTER o z Lal 0 z ti 00 CO b w � S vHo,* . =_ u CV N Cb 1 FSI TITLE JOB NO 9908621 BASE PLN B2000 -060 SHEET Al 99086.21 L d 1 7 APA LATERAL RESTRAINT PANEL 3/8' 4 17000 - 06100-12 TOP OF FIG FINISH GRADE FOU DATIO D TAIL 3/4' =T -0' NOTE: BASEMENT SLAB MUST BE IN PLACE PRIOR TO FULL BACKFILLING OF WALL. NO INSULATION BETWEEN BASEMENT SLAB AND STEM WALL. TOP G SLAB BAR 16' MIN W 2x I/2' CLEAR 2X4 TOP PLATE GARAGE DOOR HDR (SEE FRMS. PLAN FOR SIZE) NAIL SHEATHING TO HDR W/ 8d NAILS e 3' OL. s SH? WALL LOC. UN.O. ON SHR WALL 504ED. 2 2x4 STUDS -NAIL SHEATHING W/ NIL NAILS z 3' OC. TO EACH STUD 01.0. ON SHR WALL SCEEE, NAIL NIL NAILS e 3' O.C. s ALL PLTS, HORS., 4 STUDS UN.O. ON SHR WALL 504ED. 2 2x4 AT ANY SHEATHING JOINT 1/16 OSB SHEATHING (MIN) STHDI4 STRAP TIE ANCHOR (NAIL TO BOARD FORM BEND UP AFTER CONCRETE CURES) USE 38 -16.0 I/8 NAILS EACH UNO, 2 -2X4 PLATES, NAIL SA', TO EA PLATE (2).3'm AB. W /MINT• EMBEDMENT UN.O. ON SHR WALL SCHED. CONTINUOUS FOOTING x10' AB. W/ 22,346' S.G. STEE STEEL PLATE WASHERS s 4' -0' OL. (DIV. 3 SHEET A -U EXCEPT AS MOTEL' ON SHEARWALL SCHEDULE T MIN EMBED. (2)•4 BAR s TOP '114 BAR BALI! p• oc, FULL IV. 3 SHEET A -I) 51 VERT. J -BARB 5' oc (Div 3 SHEET A DAMP PROOFING ( DIV. T 5HT AU •4 HORZ BAR a 10' oc I' -6' OVERLAP (MIN) (Div. 3SHEE7 A -U TIGHTLINE 4' PER FT, DRAIN W/FILTER IN 24' GRAVEL BED. (DIV.2 SHEET A -U (4) •4 BAR CONT. (Div. 3 SHEET A -U SOLID SUBSTRATE 4' CONC. SLAB OVER 4' ROCK OVER VAPOR BARRIOR (2)N BAR TOP 03300 00000 - 24 5/8'0x10' AB. W/ 2',2X3/16' sn. STEEL PLATE WASHERS e' -0' OL. (DIV. 3 SHEET A -I) EXCEPT AS NOTED ON SHEARWALL SCHEDULE T' MIN. EMBED. •4 vERT. BAR s (DIV. 3 10' oc, RILL HEIGHT SHEET WALL SHEET A -U 5 VERY R . J-BA oc (DIv. 3 SHEET A -U ° 5' •4 POR2. BAR *10' cc (DIV. 3 SHEET A -I) •4 8AR a 12' oc L=2 6' (DIV.3 SH EET A -IJ DAMP PROOFING ! Div. l SHT Al) LEAR (5) •4 BAR COAT. (DIV 3 SHEET A -U SOLID SUBSTRATE 4 CONC. SLAB OVER 4' ROCK OVER VAPOR BARRIOR Mull- nll11=111i11 111111 =111�u EI ==" I011=111i'I,� 111111= II =11111= 1i1�l =lll 11 --11 11= 111E111 Illrmlu�ml� = 1mn =nnN =nnn -1 =1111= 111 = 1611= 111111=111111 II 03300- 00000 -23 ADD BARS TO MATCH REINFORCING PER PLANS LINE OF EXCAVATION STEPPED FOUNDATION DETAIL N.T.S. 03300 - 00000 -26 BOAT IMMI / S T�T�TIT�LTIT1 YP. FLOOR AMING PER PLAN ( Dlv. b SHEET FR A -I/ TYP. EXTERIOR WALL CO T nCTION PER PLAN (DIv. 6 SHEET A -D LOCATE SHEATHING JOINT+• COMMON MEMBER RIM BOARD LOCATE SHEATHING JOINT s COMMON MEMBER CRIPPLE WALL PER PLAN SEE FOUNDATION DETAIL!. CRIPPLE WALL @ FOUNDATION 3 /44 06100- 03300 -06 TJI TYP. FLOOR FRAMING PER PLAN (DIv. 6 SHEET A -I) TYP. EXTERIOR WALL CONSTRICTION PER PLAN (DIV. 6 SHEET A -I) RIM BOARD CRIPPLE WALL, PER PLAN, WITH A MIN. STUD LENGTH OF I4' PER UBC SEC. 2320 (Div.6 SHEET A -U SEE FOUNDATION DETAIL. CRIPPLE WALL ® FOUNDATION 3/4'4 08100- 03300 -07_TJI PER PLAN TYP. FLOOR FRAMING PER PLAN (DIv b SHEET A -U BLOCKING OVER BEAM BEAM PER PLAN SCAB TOGETHER W/ NAILER EA SIDE AT BEAM SPLICES USE 1,4 SCAB EACH SIDE POST PER PLAN OVER NERVESTRAL CONT. FOOTING PER PLAN MAT FOOTING PER PLAN (2) CONT. 4 4 BAR A35 RX1SET TO FOOTING FOR POSITIVE CONNECTION PER JURISDICTIONAL REQUIREMENTS. TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIV.6 SHEET A -D TYP. FLOOR FRAMNG PER PLAN (DIV. b SHEET A -I) SOLID BLOCKING OVER SUPPORTS LOCATE SHEATHING JOINT s Ct7MMOJ MEMBER RIM BOARD 1x3 I' CONT. SOFFIT VENT IR' RESAUN PLYWOOD a SOFFIT TREATED MUD SILL SEE FO.NDATION DETAILS POST/FOOTING CONNECTION 3/4 °=T 06100- 03300- 10_TJI — i_IIIIIL 11h 1111E-1m1 Imii 3/4' =?-0' FOUNDATION DETAIL 3 U2' FOUNDATION DETAIL 3/4'.4 -O' CANTILEVER FRM'G AT FOUNDATION . FURRING DETAIL 06100. 03300 -02_TJI 3/4 ° =1 L lir ►�4 mom uml lll= o,tent 11=1111= 0-•r >Ow: � d" ¢,v•;° 611111F SLAB ® STEM WALL 3/4• =t-O' TYP. EXTERIOR WALL CONSTRUCTION PER PLANS (DIV 6 SHEET A -U 4' CONC. OJER 4' ROCK OVER VAPOR BARBER R -10 RIGID INSULATION 2X10 TREATED PI ATE T 3/4' SEE 03040400 DETAILS TYPICAL EXTERIOR WALL CONSTR IO N FER PLAN (Div. b SHEET A-U AR SPACE IY BUILDING PAPER HOOKED END MASONRY vEfEER TIE TO FRAMING Ev 2 SOFT. (DIV 4 Sheet AD MASONRY VENEER 03300 00000 - 18 CONY: FLASHNG W9EEP HOES s 4 OL. TREATED MUD SILL (DM.6 SITEET A -iJ SEE FOUNDATION DETAILS SEE FOUNDATION/ DETAILS 6' MN vERFY m/ GRADE CONTOUR NOTE - MS ..NON CAN NOT BE USED AT SHEAR WALLS, 04200 - 06100- 02_141 06100- 03300- 21_TJI TYP EXTERIOR WALL CONSTRICTION PER PLAN (DIV 6 SHEET A -IJ 4' CONC. SLAB OvER 4' GRAVEL BED (DIV. 3 SHEET A -D - TREATED MUD SILL (DIV 6 SHEET A -I/ in e J : � NI= 7 -1 1 11 11 1 1 ffil l;'. _11111 JIIIiI - . � =' , . n__Illlli• IIB= _n1itl u1111.1 an= llll 11E110113111H111111111E= FOUNDATION /FRAMING CONNECTION 3/4' =1 03300-06100-03 EXT. DOOR THRESHOLD DETAIL 3/4'=1 06100- 03300 -04 TJI : DUI vU HANGER OPTION GIUB. TYP. (Div 9 SHEET A -I/ INTERIOR BEARING WALL (DIV. b SHEET A -I) I/1'm x 10' AB. a 4' -0' OL. (DIV. 3 SHEET A -U SLAB ON GRADE PER PLAN (DIV. 3 SHEET A -U VAPOR BARRIER CONY. SPREAD FTG. PER PLAN (DIV. 3 SHEET A4/ a 45 (2) •4 BAR CON'T. (DN. 3 SHEET A -I) EXT. DOOR AND FRAME (DIV. B SHEET A -I) DOOR THRESHOLD FLASHING AS REO'D. (Div.1 SHEET A -U NERVESTRAL FLASHING 4' CONC. SLAB OVER 4' GRAVEL BED (Div 4 SHEET A -U 2x!2 TREATED TRESHOLD TR1 RIM JOIST TREATED MUD SILL (Div. 6 SHEET A -U •4 vER. RE -BAR FROM STEM WALL STUBBED INTO SLAB TYP. FLOOR FRAMING PER PLAN (Div. 6 SHEET A -I) RILL WIDTH TREATED MUD SILL HANGER PER MFG TYP. FLOOR FRAMING PER PLAN lDlv.6 SHEET A -U EXT. DOOR AND FRAME (DIV. 8 SHEET A -I) X DOOR THRESHOLD FLASH. AS REMO. (DIV.1 SHEET A -I) NERVESTRAL FLASHRJG 4' CONC. SLAB OVER 4' GRAVEL BED (Div.4 SHEET A-I/ TREATED MUD SILL (DIV. b SHEET A -I) I' AIRSPACE TYP. •4 VERY. RE -BAR FROM STEM WALL STUBBED INTO SLAB POST AND BEAM PER PLAN EXT. DOOR THRESHOLD DETAIL 3/4' =1 06100- 03300- 05_TJ1 TYP. FLOOR FRAMING PER PLAN (DIV. b SHEET A -U TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIV. 6 SHEET A -U TREATED MUD SILL SEE FOUNDATION DETAILS POST AND BEAM PER PLAN ELL' EOL PER PLAN PER PLAN FOUNDATION DETAIL 3/4' =1-0' I/2mx10' AB. W/ 2,2'X346' S.O. STEEL PLATE WASHERS e 4' -0' OL. (DIV. 3 SHEET A -U EXCEPT AS NOTED ON SHEARWALL SCHEDULE T' MIN. EMBED. N HORIZ. BAR 10' O.C., I' -6' CORDER OVERLAP (DIV.3 SHEET A -I) •4 VERT. BAR SAME AS STUB STEEL SPACING. (Div.3 SHEET A -I) TIGHTLINE DAMPPROOFING (DIV. l SHEET A -U •4 STUB STEEL FROM FT'G. ®I6' O.C. (DIV.3 SHEET A -I/ 4' PERF. FT'G. DRAIN W/FILTER IN 24' GRAVEL BED (DIV. 2 SHEET A -U SOLID SUBSTRATE (2) •4 BAR CONY. (DIV. 3 SHEET A -I) 12'0x10' AB. W/ 2',2'X3.46' 5.0. STEEL PLATE WASHERS a 4' -0' OL. (DIV. 3 SHEET A -I) EXCEPT AS NOTED ON SHEARWALL SCHEDULE l• MN. EMBED. (2) •4 BAR 0 TOP N VERT. BAR e 12' oc, FULL HEIGHT OF WAL. !DI V. 3 SHEET L A -I) DAMP PROOFING ( Div 1 5HT AD •4 VERT. J -BAR , 12' oc (DM 3 SHEET A -I/ •4 HORZ BAR +a l0' oc 1'-10' OVERLAP (MN) (DIV. 35HEET A -U TIGHTLINE (4/ BAR CONT. (DIV. 3 SHEET A -Il SOLID SUBSTRATE CANTILEVERED RETAINING WALL 03300-00000-01 7 NOTE: FOOTING DOES NOT SLIDE IN THIS CONDITION, FOOTING SPANS HORIZONTALLY. 2' 8' 8' I' -0' FOUNDATION DETAIL 3/4' =T-O° FRAMING PARALLEL TO STEM IUALL FRAMING PERPENDICULAR TO STEM TREATED MUD SILL SEE FOUNDATION DETAIL(51 IUALL 5/8'0x10' AB. W/ 2'X27(346• S. STEEL PLATE WASHERS a 4'-0' OL. (DIV. 3 SHEET A -I) EXCEPT AS NOTED ON SHEARWALL SCHEDULE T' MIN. EMBED. (2) •4 BAR ® TOP •4 VERT. BAR IT oc, FULL HEIGHT OF WALL (DIV. 3 SHEET A -U 5 vERT. J -BAR a g• oc (DIV. 3 SHEET A -U •4 HORL BAR ° 10' oc (Div. 3 SHEET A -Il •4 8AR a l2' ac L =2 -b' (DIV. 3 SHEET A -U (4) •4 BAR CONT. (DIV. 3 SHEET A -U SOLID SUBSTRATE PERF. FT'G. DRAIN W/FILTER IN 2 4' 4RAVEL BED (Dv. 2 SHEET A -U TYP. EXTERIOR WALL CONSTRUCTION. PER PLAN (Div. b SHEET A -I/ LOCATE SHEATHING JOINT COMMON MEMBER RIM BOARD TYP. FLOOR FRAM. PER PLAN. (Div. 6 SHEET A -I) TREATED MUD SILL 511E FOUNDATION DETAIL!. TYP. FLOOR FRAMING PER PLAN (DIV.6 SHEET A -I) 03300- 00000 -26 1 TY, EXTERIOR WALL CONSTRCT.. PER PLAN (DIv. 6 SHEET A -U LOCATE SHEATHING JOINT COMMON MEMBER SOLID BLOCKING s RIM JOIST a EXT. WALL POINT LOAD BEARING PER PLAN 1)2000 iqq. 0 FRAMING /FOUNDATION CONNECTION ®FRAMING /FOUNDATION DETAIL 06100. 03300 -03 3 /4 ° =Y 06170- 03300- 08_TJI L 3/4=1 - 01TVOFTUKWI TJI PERUIT CENTER TITLE JOB NO.: SHEET D1 3/4' =T-0' NOTE: DELETE RAIL WHEN FINISHED DECK ELEVATION IS 30' OR LE. - ABOVE FINISHED GRADE, 2x6 TYP. DECK CROSS SECTION 2x2 0 5 I, OC (CLR DIST. BTWN NOT TO EXCEED 4' SOLID BLOCKING OVER SUPPORTS 5/4 x 4 TK CDR DCK'G ATTACH LEDGER W/ 2 ROWlS OF IR' LAG BOLTS AT 16' oc TYP, TJI FLOOR FRAMING PER PLAN 2x PONY WALL 4x BEAM (SIZE TO REDUCE NUMBER OF POSTS o 2 STORY CONDITION OR .EN POSTS EXCEED 4' IN LENGTH SCAB W/ 2X4 EA SIDE 2x (2' GREATER DEPTH THAN JOISTS) FINISH LANDSCAPE GRADE TOP OF PIER FLUSH WITH FIN. SUB GRADE (3' BELOJI FINISH LANDSCA. °ING) ON SOLID SUBSTRATE 06200- 06170-18 TJI \ L FRAME OVER WALL DETAIL 3/4=1'-0 O SECTION ® BEAM 10 3/4• f-0' I. HEADROOM MI, 6' -E', WIDTH MM. 3' -0' PER UBC 1006.15 2. TREADS 9' MIN. DEPTH, RISERS 8' MAX HEIGHT 3. HANDRAIL MIN, 34' TO MAX 38' ABOVE TREAD NO51.. HANDRAIL I I/2' MIN TO 2' MAX. CROSS SECTION DIMENSION 4 11/1' MIN CLEAR FROM WALL, RETURN RAIL ENDS PER UBC SEC 1006,9 O SECTION DETAIL FRAMING PER PLAN Hl a 48. OL, AT OUTSIDE FADE CF WALL 2' MM. CLR FOR VENTELATILTU BLOCK). BEAM PER FLAN RAFTERS PER FLAN 1z BLOCKING 06100. 07300 -15 06100-0730037 L WALL STUDS BEYOND DBL UST, BLOCK AS NEEDED SEE PLAN SEE PLAN FOR TYP. RISE 1 RN DIMENSIONS 3/4' PLYWOOD RISER 1 U8' HARDBOARD TREAD WITH EASED NOSING 3 2x STRINGERS TYP. UNO, CENTER STRNGER WITH 2 - 2x4 STRONG BACK TYP. NAIL WALL STRINGERS W/ (2) ..1 TO WALL STUDS 5/8' TYPE 'X' GWB. AS REQUIRED SEE NOTES BELOW 2z KICKER PLATE S INSTALL FI -KE BLOCK.. STRRYERS TOP 1 BOTTOM 1 ADJACENT WALLS) PER UDC SEC. 1082 5. COVER USABLE SPACE UNDER STAIR WITH 5/8' TYPE'X' G_ USE 2 LAYERS c CEILING A R E A -PER UBC 100333.9 b, INTERMEDIATE BALUSTERS SHALL BE SPACED 4' APART NET OPENING PER UBC SEC 5093 06200. 06100.01 \v / 3/4e4-0e GABLE END DETAIL TYPICAL ROOF CONSTRUCTION TYPICAL FLOOR CONSTRUCTION HIe 413 0.C. AT OUTSIDE FACE OF WALL LNO ON 5HEAR WALL SCHEDULE 2X BLOCKING WITH (3) T o HOLES WITH SCREEN A35 EXPOSED RAFTER TAIL Li TYP. GUTTER "I FASCIA PER ELEVATION TYP. EXTERIOR WALL CONSTRICTION TYPICAL ROOF CONSTRUCTION TRIM PER ELEVATION BARGE BOARD PER ELEVATION 2X4 BACKER FOR BARGE - NAIL T. SKIP SHEATHING WITH Ibd a OL, TYP, 2X4 OUTRIGGERS e 4' O.G. WITH 2x2 BETWEEN FOR TRIM TYP. EXTERIOR WALL CONSTRICTION TYPICAL ROOF CONSTRUCT. TRIM PER ELEVATIONS BARGE TYP. SEE ELEVATION 2X4 BACKER FOR BARGE -NAIL TH. SHEATHING WITH Ibd a O.C, TYP. 2x4 OJTRKaGERS a 4' — WITH BETWEEN FOR TRIM BLOCKING AT CEILING LINE 2x4 LEDGER a INT. CEILING LINE (TYP. EXTERIOR WALL CONSTRUCTION) BALLOON FRAME GABLE END WALL 08100 - 07300 -06 \ G / 3/4'=f - 06100- 07300 OVERHANG PER PLAN OVEFNAN,G PER PLAN 06100-07300-12 P / 3/4W - EAVE DETAIL OVERHANG PER PLAN SEE I- ELEV. 11 EAVE DETAIL EAVE DETAIL 3/4' =T-0e BAFFEL EXTEND b' ABOVE BATT. INSUL. OR I2' ABOVE BLO M INSUL. (TYP. ROOF CONSTRUCTION) 2' MIN. CLR FOR VENTING HI a 48. O.C. AT LTTO E F OF WA UNO ON S WALL L SCHEDULE 2X BLOCKING WITH (3)1' HOLES WITH SCREEN SEE ELEVATION XPOSED TRJ55 TAIL (TYP, GUTTER) FASCIA PER ELEVATION (TYP. EXTERIOR WALL CONSTRUCTION) RAPPEL EMEND 6' ABOVE BATT. INSUL, OR 11' ABOVE BLOU.N MSUL. (TYP. ROOF CONSTRUCTION ) Y MIN. CLR FOR VENTING HI e 45 0.C. AT OUTSIDE FACE OF WALL .0 ON SHEAR WALL SCHEDULE 1X BLOCKING WITH (3) 2' o HOLES WITH SCREEN SEE ELEVATION SEE ELEV, EXPOSED RAFTER TAIL (TYP, GUTTER) FASCIA PER ELEVATION (TYP, EXTERIOR WALL CONSTRUCTION) BUFFEL EXTEND 6' ABOVE BATT, INSUL. OR 12' ABOVE BLOWN INSUL (NP. ROOF CONSTRUCTION) 2' MM. CLR FOR VENTING HI a 48' O,C. AT OUTSIDE FACE OF WALL UNO ON SHEAR WALL SCHEDULE 2X BLOCKING WITH (3) 2' m HOLES WITH SCREEN EXPOSED TRUSS TAIL (TYP. GUTTER) FASCIA PER ELEVATION 06100-07300-01 06100-07300-02 (TYP, EXTERIOR WALL CONSTRUCTION) ® SKYLIGHT FLARE WELL DETAIL 3/4' =T 07300-06100-01 L GABLE END DETAIL 06100- 07300 -03 TYPIC ROOF CONSTId1GTION 2' MIN. CLR FOR VENTING HIe48'O.G.AT OUTSIDE FACE OF WALL UNO ON SHEAR WALL SCHEDULE 2X BLOCKING WITH (312' m HOLES WITH SCREEN 2X8 BLOCKING TYP. EXPOSED RAFTER TAIL WIN ebeel ►tt W nvraueul. I TYP. GUTTER FASCIA PER ELEVATION TYP. EXTERIOR WALL CONSTRUCTION 06100- 07300.04 6E061060 CiTI'OP TUKWILA 1 ( -j': .1 AMIT CENTER TITLE JOB NO. SHEET D2 mad TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE BOTTOM PLATE NAIL.. PER SHEARUALL SCHEDULE TJI BLOCKING TYP. TJI FLOOR CONSTRUCTION WOO' TOP PLATE NAILING PER SHEARUALL'7LE BOTTOM PLATE NAILING PER SHEARUALL SC -EMILE PANEL EDGE t FIELD NAILING PER SCHEDULE TJI BLOCKING TYP. TJI FLOOR CONSTRICTION TYP. WALL COYTRICTION WITH WALL SHEATH!. PER SCHEDULE SHEAR WALL SHEAR WALL EXTERIOR SHEAR WALL SHEAR WALL PERPENDICULAR .6� PERPENDICULAR TO FLOOR JOISTS PERPENDICULAR TO FLOOR JOISTS PERPENDICULAR TO FLOOR JOISTS ® TO FLOOR JOISTS ® FOUNDATION 3/4'=T - 17070 -1e 3/4W 17070.06170-07 110770 -06170 01 3/4' -07 3/4 =R0 =f 17070-03300-01 BOTTOM PLATE NAfLI. PER SHEARUALL SCHEDULE PANEL EDGE t HELD NAILING PER SCHEDULE TJI FLOOR JOISTS PER PLAN AL. TJI FLOOR JOIST W. WALL TOP PLATE NAIL. PER SHEARUALL SCHEDULE TYP. TJI FLOOR CONSTRICTION TYP. WALL CONSTRICTION WITH! WALL SHEATH. PER SCHEDULE SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4' =T-0' NAIL FLOOR SHEATH. THIS AREA WIN 10 d • 6 " or- EDGES d e IV oc FIELD BLOCK ALL EDGES 10d e6'oc PLYWOOD TO BLOCKING BOTTO PLATE NAILING PER SHEARIIALL SCHEDULE PANEL EDGE t FIELD NAIL. PER SCHEDULE TJI BLOCKING BLOCK ALL EWES PANEL EDGE t FIELD NAILING PER SCHEDULE TOP PLATE NAIL. PER SHEARUALL SCHEDULE TYP. WALL CONSTRICTION WITH WALL SHEATH. PER SCHEDULE 17070 - 06170 -08 TOP PLATE NAILING PER SHEARUALL SCHEDULE BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE 10 d e 6 PLYWD. TO RIM JOIST PA R SCHEDU EWE LE t FIELD NAILING O PE TYP. EXTERIOR WALL CONSTRICTION W. WALL SHEATHING PER SCHEDULE TYP, TJI FLOOR CONSTRICTION 2x4 PANEL EWE BLOCKING TOP PLATE NAILING PER SHEARWALL SCHEDULE BOTTOM PLATE NAIL. PER SHEARUALL SCHEDULE 10 d e 6' oc. PLYWD. TO RIM JOIST / PANEL EWE 1 FIELD NAILING PER SCHEDULE TYP. EXTERIOR WALL CONSTRUCTION) WITH WALL SHEATHING PER SCHEDULE TYP. TJI FLOOR CONSTRUCTION 2x4 PANEL EWE BLOCKING EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4W-47 TYP WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TYP, TJI FLOOR CONSTRUCTION BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE 10 d NAIL a 6' oc..PLYUD. TO RIM J015T PANEL EWE e FIELD NAIL. PER SCHEDULE TOP PLATE NAIL. PER SHEARUALL SCHEDULE TYP, WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE SHEAR WALL PERPENDICULAR + ®TO FLOOR JOIST- OFFSET CONDITION ® CANTILEVERED FLOOR JOIST 17070-06170.09 3/48T -O• NAIL FLOOR SHEATR. THIS AREA WITH 10 d s 6' EWES 10 cl oc. FIELD BLOCK ALL EWES BOTTO, PLATE NAILMC. PER SHEAR /ALL SCHEDULE PANEL EDGE t FIELD NAILING PER SCHEDULE TJI FLOOR JOISTS PER PLAN TJI BLOCKING a ALL PANEL EDGES PANEL EDGE t FIELD NAIL. PER SCHEDULE TOP PLATE NAILING PER 514EARU4LL SCHEDULE TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE 10 d NAIL a 6' oz, PLYWD. TO TJI BLOCKING SHEAR WALL PARALLEL LO TO FLOOR JOIST - OFFSET CONDITION O 12 3/4W - 17070-06T/0-10 17070-06170 -24 3/4' =P TYPICAL WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TYP. TJI FLOOR CONSTRICTION BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE ANCHOR BOLT PER SCHEDULE SEE ARCH, DETAILS FOR FOUNDATION CONDITIONS TYPICAL WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE TYP, TJI FLOOR CONSTRUCTION BOTTOM PLATE NAILING PER SHiEARWALL SCHEDULE TOP PLA NAILING PER SHEAPoTE UALL SCHEDULE ANCHOR BOLT PER SCHEDULE SEE ARC DETAILS FOR FOUNDATI CONDITIONS SHEAR WALL PARALLEL TO FLOOR JOISTS 0 FOUNDATION 17370-06170-02 3/4"4 17070-03300-02 TYP, TJI FLOOR CONSTRICTION TYP. EXTERIOR WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE CRIPPLE WALL (DIV. 6) SHEATH CRIPPLE WALL SAME AS SHEARWALL ABOVE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS SHEAR WALL 0 CRIPPLE WALL 17070. 06170 -11 \ J / /4 °=T 17070-03306-03 CRIPPLE WALL (Div, 6) SHEATHING PER SCHEDULE PANEL EDGE d FIELD NAILING PER SCHEDULE ANCHOR BO, PER SHEARUALL SCHEDULE (2) •4 BAR CONT. (Div. 3) SHEAR WALL ® CRIPPLE WALL - INTERIOR SHEAR WALL HOLDOWN 3/4 =f-0' 17000-03306-04 STANDARD SHEAR DETAILS & SCHEDULE NOTE ALL INFORMATION ON THIS SHEET IS NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE WITH PLANS. RECE CITY OF VED UKWILA _,' 0 li PERMIT CENTER r 09 CO LU Co CD C\J CO . :2 LL U TITLE JOB NO SHEET Si TJI JOIST DETAILS SHEARWALL PER PLAN AND SHEARWALL SCHEDULE DOUBLE STUD BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE TJI BLOCKING BEAM PER PLAN 13 O HOLDOWN STRAP AT CRAWL SPACE 3/4' =1 17070. 08170-29 TYP. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE DOUBLE STUD BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE BLOCKING AND FILLER BLOCK DOUBLE JOIST OR BEAM PER PLAN ©HOLDOWN STRAP AT FLOORS 17070-96170-2 DRAG STRUT CONNECTION 3/4' =T-0' UPPER WALL TO LOWER ROOF CONNECTION 3/4 =T 17070-08170 -31 3/4'4-0" 3/4=f -0' TRU. PER PLAN WITH SHEATHING PER SHEARWALL SCHEDULE 16d TO MATCH SHEAR- WALL NAILING BELOW 2XN WITH I6d TO MATCH SHEARWALL NAILING BELOW INTO TOP PLATE PANEL EDGE 4 FIELD NAIL,. PER SCHEDULE TYP. WALL CONSTRICTION WITH WALL SHEATH,. PER SCHEDULE O INTER IOR SHEARWALL TO ROOF COND. ®HOLDOWN STRAP © FLOORS 0-20 17000-06100-08 'ZODThr' (Rg (2JJ6 d 8 d NAIL a 4' o<. a EA OUTRIGGER d NAIL a b' oz. TO TOP CHORD t BLOCKING 2x BARGE t b3 TRIM 2x4 BACKER FOR BARGE. NAIL THROUGH SKIP SHEATH,. WITH 18d 2X4 OUTRIGGERS s 4' OL. WITH JOIST HANGER a TRUSS GABLE END TRUSS A35 CLIP PER SHEARWALL SCHEDULE TYPICAL ROOF CONSTRICTION PLYWOOD ROOF CONDITION TYP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE SHEAR WALL ® GABLE END 17000- 08100 -19 SHEAR WALL ® EAVE 3/4 =f-0' (V STUDS AT EACH STRAP BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE STRAP PER PLAN SHEAR WALL SCHEDULE 11/4' TIMBERSTRAND LSL RIM BOARD PANEL EDGE t FIELD NAILING PER .REDUCE TYP EXTERIOR WALL CONSTRICTION W. WALL SHEATHING PER SCHEDULE TYR TJI FLOOR CONSTRUCTION 3 PLYWOOD ROOF CONDITION 17000-0 3/4=1' 17000-08100-04 17000- 06100 -05 STANDARD SHEAR DETAILS & SCHEDULE NOTE USE 050 ON ROOF NOTE ALL INFORMATION ON THIS SHEET IS NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE WITH PLANS. CITY ECEIVED OF TUKWILA PERMIT CENTER 00 co CO CD LO CD CV 00 d 0) X O � H ED* CD C9 ? LSD c 0 CD r >� ( N co di" TITLE JOB NO. SHEET S2 TJI JOIST DETAILS SHEARWALL SCHEDULE 01108 1 SPIN 1_Vm 1 3d.LL 'IVN 9NI11VN 3943 9NIlIBM 41314 VNIY0019 3943 51109 BOMONV 31V1d 1115 %111NN ld 40101 BLOCKING TO TOP PL. NAILING TJI JOISTS 9■111VN 31714 W01109 d0 Bari 0110t10B Ba 01,01 3l9VmO11V U1' GWB ONE SIDE 54 YES 5/8' a 48' A35 NAIL s 42' 164 a I0 Ibd a i2' 100 PLF GI -4 OR 5/8' awe ONE SIDE COOLER FOR U!' YES 5/8' a 48' 435 33' 164 a 10• 164 910' 125 ELF 42- IR ' GUB TWO 5IDE5 64 YES 5/0 s 48' 20' 164 a 8' Ibd a 6' G2 -4 OR COOLER YES 5/8' a 4$ 20' 164 a 6' 164 a 5' 5/8' BUB 11. SIDES FOR 5/8' P1-64 YES 5/8' a 48' 20' 164 a 5' 16d a 5' 150 F'LF PI -6 YES 5/8' a 48' 14' 164 a 5' 16d a 5' 240 ELF PI -4 l /16' OSB. YES 5/8' a 32' 12' 164 a 4' 164 e4' 350 PLF pl_3 r �ONE SIDE YES 5/8' a 24' 16d a 3` 164 a 3' 450 PLF FI-310 USE 3x STUDS PANEL EDGE 545 PLF PI 2 USE 3r. STUDS 84 COM110N YE 8 5/8' a 16' 135' DIA 1/16' OSP, TWO 510E3 P2 -4 YES 5/8' *16' A35 CLIPS e1' (2l RO 9 Ibd a 4' (21 R OLLS Ibd a 0 STAGGERED 100 PLF STAGGER SHEATHING JOINTS W/(21 STUDS a PANEL EDGES CBI. RIM C2) ROWS (2) RCM P2 -3 YES 5/8' a IY A35 CLIPS R' 16d a 3' Ibd a 3' STAGGERED 900 PLF DBL. RIM WEYERHAUSER t0514-4 HARDBOARD, SIDING c.,,,,,,,, OR E CR'LRFPORT 23W NO I 5/8' a 48' 12' 16d a 5' Ibd a 5' 202 PLF C[3 O (JD .) C d C ��I Co CD EXTRA SHEAR WALLS Scale 1/8'•1'. -0' FOUNDATION SHEAR WALLS 9reb I /8'•I' -0' SYMBOLS & LEGEND T POINT LOAD FROM ABOVE � POINT LOAD FROM ABOVE WI LOADING POINT LOAD TRANSFERRNG DOWN POINT LOAD TRANSFERING DOWN W/ LOADING HANGER POINT LOAD TRANSFERED BY KICKER 7 HOLD DOWN 21104 SIZE DESIGNATION � .,, VERTICAL STRAP WITH SIZE DESIGNATION T TO BE USED ON FLOOR BELOW STxx _ HORZONTAL STRAP WITH SIZE DESIGNATION INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL 1 WALL ABOVE IMEEMBEr WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. SHEAR NOTES 1W' LESS OTHERIISE NOTED DESIGN CRITERIA L SEE CALCULATIONS FOR DESIGN CRITERIA GENERAL NOTES I. ALL SHEARWALLS 52401151 ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. (TYPICALLY 5240252 SHADED). 2. ANCHORAGE 15 FOR SHEA52 A 1 S(PANELS) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED 0 16' OCLMINI PER TABLE 23 -I -P. 3. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MIN. U.B.C. REQUIREMENTS. 4. PROVIDE TWO STUDS AT ALL HOLD DG11N LOCATIONS. 5. SEE MANUFACTURER'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDOUN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. W. ALL PLYWOOD OR GYPWI20? SHEARWALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY 051 STUDS- EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. 1. DO NOT OVERDRIVE NAILS INTO SHEATHING. 8. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE- APPROVED BY THE BUILDING OFFICIAL ROOF 4 FLOOR SNEATW 1. ROOF SHEATHING- 1/16' 0504 APA RATED SHEATHING (24/0). LAY UP W/ MINIMUM I /8' CLEAR BETWEEN PANELS TO ALLOW FOR 0404422W1214 . NAILING SHALL BE ad AT 6' oc AT PANEL EDGES AND 12• oc AT INTERMEDIATE SUPPORTS_ PROVIDE EDGE CLIPS e 24' O.C. et ALL UNSUPPORTED EDGES_ ALLOWABLE DIAPHRAM SHEAR=ISOx082=142p5f 2. FLOOR SHEATHING= 3/4' CDX TIP APA RATED PLYWOOD (4824) NAILED AND GLUED. ADHESIVE SHALL 00220 '7 TO APA SPECIFICATION AFG 01. PROVIDE T2G EDGES AT LONG PANEL EDGES. NAILING SHALL BE 100 AT 6' oc AT PANEL EDGES AND kV oc AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPPRAM SHEAR= 215x0.82=111psf 3. PLYWOOD SHALL BE LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END MAIN FLOOR SHEAR WALLS Scab V8'•I' -0' (02DEty 16n UPPER FLOOR SHEAR WALLS Sca I /8' •I' -0' TIP AT SHEARIIALL DESY31AflCN8 SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS CITY OF TUKWILA 'CO /IS CENTER ®HI V 0 v. A z TITLE JOB NO. 9:08621 BASE PLN B2000 -0 60 `-; [_'P U 6 'till