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Permit D2000-150 - FOSTERVIEW ESTATES - LOT 32 - NEW SINGLE FAMILY RESIDENCE
Fosterview Lot 32 13712 42 Av S D2000-150 OCCUPANT FOSTERVIEW ESTATES - LOT 32 13714 42 AV 5, TUi,WILA 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 'k 4 **•.4'4** *:k ** * * *:k* *** k•k* * *:k'k* * *k**** k* **'k***•k:k•k•A..A *** **k *k** ***•k**** *k k k*4•*4 * *** ** 4* Permit Description: CONSTRUCTION OF A NEW 2,119 SQ FT SINGLE FAMILY RESIDENCE, 422 SQ FT ATTACHED GARAGE AND 109 SQ FT UNCOVERED DECK AREA. (BASE PLAN #D2000-058) PUBLIC WORK'S ACTIVITIE'S INCLUDE: ACCESS, LAND ALTERING' AND STORM DRAINAGE. PROJECT ON•VALVUE SEWER & WD #125 WATER. 4 *****'4*: ***: k**• k********4' kk****** k*: k' k• kk.• k• kk'. 4• •k•k:..4 *k•.k•k:4.•...44-4***4* 4'k•4k•k•k•k•A••k•k•4*4 * ** **4 Construction Valuation: $ 191,660.31 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /C'SS : Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 36 Fill: 164 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N :k•k•k: :k•k 4:k•k•k ** *•k•k:k•k: ** *•k•k•.k **** *******• k: k****• k• kk kk.• k• k**** ikk• k**** k k:k * *:k*'.4*** *k•k*4 **'A•.k:k:4 TOTAL DEVELOPMENT PERMIT FEES: $ 1,655.45 4414*• kk: 4k• k' A'*******' k4****' k •k4 *'k*'k* * * ** *k4*k * ***kk*j4 4 -44'* - 4* 4 k* k *'4* ***'kk* *4*4:kk•k•A****kk.4k City of Tukwi,,q 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 -0320 Permit No: 02000 -150 Address: 13714 42 AV S Status: ISSUED Suite No: Issued: 07/19/2000 Location: Expires: 01/15/2001 Category: NSFR Type: DEVPERM Zoning: Const Type: Occupancy: DWELLING Gas/Elec.: GAS LIBC : 1997 Units: 001 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: VALVUE Wetlands: Slopes: Streams: Contractor License No: Permit Center Authorized Signature: Signature:__ � _ Print Name: DEVELOPMENT PERMIT e �wuye. wnesw�p�. sg9Vwrww+ w. m[ r'eeyA..•raw.'�nT17'�^�°°."'�r .ww.w+Y"�— TM.P+^^ ^•••• (206) 431 -3670 Date: — 7 1 `0 CJ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinance_. governing this work will he complied with, whether specified herein or not. The grant ing of t h i s permit does not presume to g i v e 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 s i g n for and obtain t h i s development pe it Gate: a tx This permit shall bec.om null and void if the work is rot. _ommenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. 1 Z . re w J V O O i N w w gQ N D = d w H Z HO Z � DO O �+ w H U ` w O U W' H O Z CITY OF TiII;.WILA Address _. .13714, °42 Ai/ Slr;i i:e Permit No:' D2000 - -150 Ienant.: Status: ISSUED i'v7 e : DE ; � (� EVPE:Ri9 Applied: 05/25/2000 Parcel Parcel # 2612000320 Issued 07 /19/2000 •AA A *$•kAA *•A &AAAA•kAA• &AAA•AA•J1•kk• AAA* 1,* AAA Ak•kkk•AAAA:•A•k•kkkAA•kAAA•k Permit Conditions: :t No w i l l l be made to the plans unless approved Englneer and the 1ukwi la Building Division. Any exposed insulations backing material shall have a : Flame Spread hating of 25 or less, and mat:erial' shall bear identi- f icat i on showing the fire performance - rating thereof. 3. All construction to be done in conformance with approved plans and requirements of the Uniform B u i l d i n g Code (1997 E'dition) ,as amended, , Uniform Mechanical Code (1997 Edition) and,. Washington :;ta Energy Code (1997 Edition). Plumbing` permits shall be obtained :through the Seattle -King County Department of Public Health. Plumbing' will be inspected that agency, including all gas piping (296-4722) Notifyyt.he City', of Tukwila Building Division prior to placing a`ny concrete. , procedure: is in addition to, any requirements for special inspection. , All wood to remain in placed' concrete shall be treated wood. 7 . Validity of Permit. The issuance of a permit or approval of Mans, specifications, and 'computations shall not ` be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the b u i l d i n g code or of any other ordinance of the •jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. B. Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work w i l l be inspected by that agency 1248-6630. 9. There shall be no occupancy of the building(s) until the finai inspection has been completed by the Tukwila Building Inspector. 10. All mechanical work shall be under separate permit issued by the City of iukwi la. I1. All permits, inspection records, and approved plans shall be available at the job site prior- to the start of any con- struction. These documents are to be maintained and avail -- able until final inspection approval is granted. 12 . PUBLIC WORKS A.A.A. *AA 2 V' • 00 ; N O ow. H • u_ w0 U_ <: N = w I— 0; Z • ~ Vo co: w w ` - U U -. s.. o 1- Z Contractor shall notify Public Works Utility Inspector at; 206-433-0179 of commencement and completion of work at leaSt 24 hours in advance. APPLICANT SHALL OBTAIN A WATER CONNECTION/WATER METER PERMIT FROM WATER DISTRICT 4125 @ (206)242-9547 AND SANITARY SIDE SEWER CONNECTION PERMIT FROM VALVUE SEWER :DISTRICT @ (206)242-3236 ••• • : S CONTRACTOR SHALL FOL "`W ALL THE RECOMMENDATIONS• " " MAY 12, 2000 FOSTERVIEW ESTA.,:S SUMMARY REPORT, GEOTECHI,.,,A AL ISSUES COMPILED:.; BY TERRA ASSOCIATES, .I'NC. ,DECEMBER 16, 1998 AND ALL THE CONDITIONS OF FOSTERVIEW ESTATES PLAT L99- -0018, SEE SHEET 4 OF 4 WHICH IS ATTACHED AND MADE PART OF THIS PERMIT ALL STORM DRAINAGE PIPES SHALL BE ASTM - -D .034 SANITARY SEWER PIPE WITH GASi :ETED JOINTS OR ADS N• -12 PIPE. THE GEOTECHNICAL ENGINEER SHALL PROVIDE A CERTIFICATION • THAT THE WORT; HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. Temporary erosion control measures shall be implemented as the first order of business to prevent 'sedimentation off- site or into existing :storm drainage facilities litie:s . The site shall ,have ` permanent erosion control measures in place as soon as possible after final grading has been completed and prior to' the Final Inspection. Driveways shall comply with City residential standards. Driveway Width shall be a 10' minimum and 20' maximum. :lope , shall be a may i m um of 15%. Turning radii shall be a minimum of five -feet, 16. The dr'i vrway shall be des i gned and sloped su that drainage from 'the driveway does not flow onto the existing road surface. 17. -Wor k attecti"ng, "traffic' flows.. shill be closely coordinated with, the City Inspector Traffic Control Plans shall be cubmitted :to the Inspector- for prior approval. 18 FROM OCTOBER 'I THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H: IV OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET. OR, MORE AND', WILL:_ BE UNWORKED FOR GREATER THAN :12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, :' IF THEY WILL BE UNWORKED MORE THAN 2 DAYS. COVERED MATERIAL-'MU'ST BE STOCKPILED : ON SITE AT THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND ;IMMEDIATELY FOLLOWING STORMS. FROM MAY 1'THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN TEMPORARY EROSION PREVENTION AND SEDIMENT. AT LEAST MONTHLY., ALL DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY STABILIZED PRIOR TO FINAL CONSTRUCTION APPROVAL. n e Us 0 Cr cz cn w co w o` ga z C7' _. UJ w w ; z V; ,z F- ff " On z Project Name/Tenant: Faskcr -v'iea a Fsta its La Type of work: ❑ New Single- Family Residence ❑ Addition - Single - Family Residence El Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Value of Construction: Site Address: 13712 L/Znol Ave. City State /Zip: Tax arcel Number: 04 !a.m.. a3 Z.0 Prop:. Owner: 0 Ar.t ,'.' • 41 sq. ft. Garage /Carport 21e-‘ sq. ft. Accessory Structure(s) I 69 sq. ft. Uncovered Deck Phone: 25- „ -tD1, Street •(: ess:, City State /Zip: K 66 ) 53n 5e,rt 9- 09 9gzot, Fax #: tt 2S - 33Y - 6 . aV I Contractor: U a /�rk. UP�IIeJoIO/It b0 VL't Street A ess: Q Ni ter City State /Zip: Fax #: ,, Architect; ka lee fi Phone: gas. -•C941- 532-0 Street Ad r s : City State /Zip: Pi 311 d /(9 & 49.1 kvue. wii 9E:67 Fax #: 9 - (p III- s31s' En m er: g g�, tr - 7 C12.4... /}S ‘SOC -. i C Phone: `1 25 - 'T ?1- - (,2,J 7.- Street Address: t City State /Zip: /'S 60 - 20 -4 ' �le.l. Sul edmonds wil- 9gzzt, Fax #: Liz - r ?5'• 0231 Contact Person: J p� /ert ij"r �kJ3 Phone: a IODVC Street Ad r ss• City State /Zip: Fax #: ti Description of work to be done: # e Net) SFl2 ` yK- , 6 a 41e , P/a it. ',B 2DDo -6s8 Type of work: ❑ New Single- Family Residence ❑ Addition - Single - Family Residence El Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: a 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 en by: (Initials) Proposed New Square Footage: sq. ft. Dwelling sq. ft. Covered Deck(s) 41 sq. ft. Garage /Carport 21e-‘ sq. ft. Accessory Structure(s) I 69 sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot)(-} *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. Date appl + Date appljCron ex O Appl` en by: (Initials) CITY OF TUKr"IA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 FS TAFF USE ONLY Project Number: Perntlt Number: Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. SFPERMIT.DOC 2/13/97 PLICANT REQUESTFOR;PUBLIC WORKS SITE/CIVIL'PLAN'REVIEW OF THE FOLLOWIN ;.(Additional.ireviewsshall'be determined Pubilc Works` Departme n t) E. > �a �1 ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: El 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 Size(s): 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. PLEASE SIGN BACK OF APPLICATION FORM Z ~ • w re 6 U0 rn W • I t- U) LL W O LQ W : = F- W Z I-O Z F- LU • W 0 O — ❑ F- Ww F- u- Iii Z u . ) O 1 ' Z BUILDING.OWNER'OR AUTHORIZED AGENT: Signature: . Date: �'.22 -� Print name: c4T EM r I /l LLD ( Phone: Fax #: Address: f A - �E �/� I�t 4rA-1 City /State /Zip: ALL SINGLE FAMILY RESIDENTIAL PERMIT APPLICATIONS MUS E SUBMITTED WITH THE FOLLOWING: 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) C:1 1:71 King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: CI in 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) N/A DRAWINGS PREPARE. .1Y A REGISTERED ARCHITECT OR ..IOFESSIONAL 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 SUBMITTED • Foundation plan and details Floor plan 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. CI ❑ 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 ". .BiiileilhaZOWNer/Auttiorizeit Agent. If the applicant is other than the owner, ` registered architect/engineer,'or contractor licensed, by the State.of Washington, . a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the : permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FO THIS PERMIT wa' ..L'a4.'N.a'H.' S;T:ti'tduwlr c: :G1 14+.ir.5Ii1;SW,.ec:r z • w Ce JU O 0 CD 0 w= F- 0)LL w •:3 _ u co a w z � I- O zF- w w 0 0 0 F- wW I— w z O~ z SrA ;9 1 7,x •r".'s, 4.7;1741r7C- j ' ■• 4e. • r . ..0. ." • ' "f s.' • , A : A.kkA iris *k GITY 'OF TI)1141I.L 14A D),000 t TRILINS;MIT nA*A**.A4A...A.A./. T1A14SMITMumber: R9900024 - Amc.ut: 1,655.45 07/19/00 09,142 Paymorq-Aet.hofftYCHEOg Nottion: DWOARD(NE DEA) init: WER • ••":±..•.:,•••• .D2000 -150' •Tvp6r." DEVPERA :DEVELORMEUT PERMIT SiteAddreus: 11714 42 AY B Total re*s: 2,05;5.45 1 'i . pRmvnt I t .5 45 Itit1 ALL PrAt5u 2,055,45 Balancer, .00 .i..k tnd& • Desc.ription 00P322 100- CUlLOINS - RES; 000/345.830 . 000/34S.830 • 000/386.904 000/342.400 412/342.400 000/022.300 000/345.820 ':• PLAN CHEr - RES PLI4WCHECK,- UTILITY STATE INTLDIO0 SURCHAROE • 1.NSP FEE uTILIry IIU3P rEE - STORM DRAIN LAMO ALTZRINCi PtRMIT FEE LAND ALTERJNO PLAN CHFCg Amount 1.008.95 400.00 20.00 4..50 15.00 15.00 54.50 3/.50 " 6120 07/21 97t7 TOTAL 3484.38 — 2 00 (00: 9 uj 0 g=3 co 3 111 E 0 z , 111 2 3 Ca, 0 0 I- UJ 2. ILl • Z 0 Z „i, i �t4Ka de�;tJ4 h A.t.tk * *A1* *dh *A* * A•. A•*h• kk *t***:t *.* *AA•h *A•M• &"A *** "*tiAA**A *fir *l•' *. OF Tl1KWIL.A1 Wit neprint:Edu 0`/2 .'0( ?'10 °4 . TC';thtaN1.T A ** A:* A* k*' AA* h• A, k*, kA*. AhAA• :A *.tA *A *:k ***AA•AhA:fiA *.th;tAA 4:khA t**A tAAk•kk:t *A {:!•tAN.SMIT 'Number. P9)0290 . Amount: 400.00 1.0 40 ,;i vwent: idethad: CHECK !Mutation: 11R5E: PLEa'r1 REVIE!4 Init.: TL(3 Permii; 1 1.)2000 -150 Type: C VPER4 • DEVELOPMENT .PERMIT. - Total Fees: 1• • 1.1.45 -.This Payment:' 400,,00 TatR1 ALL fiats, 400.00 Balance: '1.513445 tvA•k *:AA 4*:t *:k *AAk •k A**A• t*:l*A•A* t! l'*: % *k *AfihAA*:t•k4.:** *A*AkA* * A **Ah *AAA* ic.cotdrtt;. t`ude , Dees.( i pi, i ors t moui 22 BUILDING 1205 400.06 4614 05/26 9717 TOTAL 2400.00 'W' ',mi rrV`i ic .FtkFiNla4Tri7k "r,,,, !' °1 1T ritrg ”. �Ytlf rtulF'G° 9 :7" .� and. iJ.1sdlcUa 4sYSi'r�tri.a::d:i./ti2Vd/ lr' xStcb�� . p' "wa. C= .�:+aM:6 fr.tiµ i� .rd:�.Pwh'Sw�.R3�,�. ii +l;ytSKerawt Aw.r ,..ytiSo-:.utti'vZ 0 N Q N W CO IL1 W 0 g. Q H W o ON Q i i W o�. w z� O ~; z COMMENTS: Ati Wal. ` - v '.Ccyfp fOWa tpeCe: ✓e4" `` II nn n�J cYr N ita -P G+ \Nt-NL '-P\ 1 hi X•••hS.a`A4 I nr. CI ern \Ha vmjk , C'E" r;( /'t,(t rthk d F f)Or IY\SO\cr4-% 0 y`.; Gi � • p roiJ e(1� . 1' --0 OernVcrX Date wante • . a.m. 1 elt A \ P e: cd OCe) ( .1- . '41 l 'O d - -k--c Doc 0 Pro t:: Type oft spectitit :. i 1 r ", "'t vt e—LA) Address: 1� 15-1 �� So- Date ca • • / i / Special ins ruc ns: — Date wante • . a.m. 1 Requeste . P e: cd OCe) ( .1- . '41 l 'O INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION Inspector��,�. Date: ) INSPECTION RECORI. Retain a copy - with permit (206)431 -3670 Approved per applicable codes. n Corrections required prior to approval. $47.00 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: '•r ... w.,. u:.. s: t�. k. s sa ...�... r,. .:✓ c;:;. ns+ r.t^; �sr�. it�vtr9vs. rw.;: i' Y'.>: `.'.o,','•.+''r•.;;'�t...'s.r.' 4.r.l4 W.) ' S1f+F{tir{246.1 Ate., Ya +''rt„ ,LKq` •1yuii'Y, . Pro'ect: L-DI-3 Type of VIsp A dress: G II'-! 1 -P 44 ,90f. ,ca Date called:, . /2 . 1 1/0/ Special instructions: . Date wantel./ P.m. Requester. C74-) ri s3o ,,) 62 ,,, w • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA .98188 4,, 4/ vw0c."-xf r-7...415e 7D ( 54.e.,LA 'if Off 610 a Cr ty COMMENTS:4) 1 _ 4i , Inspector: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit r eeAs1P- CI 1L }eg-, 000 is PERMIT NO. (206)431-36 Corrections required prior to approval. Date: Lit $47.00 REINSPECTId4 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: lama, • k •••• •' • V14 .14; flf 44/44 44i4V X t. Proje.., / 4_ 7 of Inspeaion: j ,----6/- ( O Address: Address: --? /41 /n3uefions:( ..-.412 Date ca 1 Special Date wanted: Requester: Phone: INSPECTION NO. INSPECTION RECORD-- Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 .02a2V-/ sf PERMIT NO. (206)431-3 at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Approved per applicable codes. Corrections required prior to approval. COMMENTS: L ? ,4 e 4,1 4 4 , - - ')L 7 /7i' • 17 die 5 4/...ei) 11/4 // jrN f a M 17 , *77 rj5 1-7-7IS 5 , 4 k, covia/ Date: $47.00 T INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid Receipt No: Date: 4 11 7ZiT,A5V11 - '.`! 1 ' 11 ":1,! , t3-Sf-A-•Me-t'':." , to.■ te;,...fr:dth,(4474'4vr.,14%4:4AW:44:::4a, 04044tidg401 14.1Ait. ' Vo.41 ' "46.70,42.3414,kWvid z • , tI 00, co 0 CI) UI wO F V) u_ g -71 So_ . I- uj . g. I- a Z LU D' 0 co . , '0 -1 C.1 w I L I 0: Z LLI 0 i* z Project: ra _T of Inspection: / o w ddress: C. Dat called: Special instructions: L,D Y 2., Date want : 1 c I( a.m. p.m. Requester. S C6 / / c Phone: INSPECTION NO. Receipt No: Pwi 7 INSPECTION RECORU Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Du 00450 Approved per applicable codes. LI Corrections required prior to approval. COMMENTS: 2b-Al a 2e4d Wdl LdhVid 4 Va, L i x-81 flJ4y t. o5 LiP- c rn11A -de frP .a.A 04 44vt -fin 1/2/ " 9- , 3/ /w 0 $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: PERMIT NO. (206)431 -3670 i INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. Project > Address: Special instructions: Type of Inspection: { Date called: J lled: a Date wanted: a.m. J7...1v/ p'i Re ester: f Phone: / El Corrections required prior to approval. COMMENTS: L 2- Inspector: + / / r^ I Date: 2 J 0 $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: . "n ._r*. >1.�ce+.,15rit 'allt'K^_r. R.t. .S /d 2.r..,e ,, � , y.'K ��,,,,y;rx�t p.y•;,� .'1 t - JLA':i.v COMMENTS: ...- . L) ) CleG rr. Ilr e °C\ --- VPfri s i 1 1 . c 0- at+ Wocite. ileci e ' ow 1 .Vuvv\ric-e_ Date wanted: y ze;) vo ry rbl . , . d ..) t 1 lf\Y - i - I (CI c) c - a . Lir Mc R vi e v\i 0 IACTke 4 :. ) . VA u-)i \\ \-)e y) eej-tod c( \ tk)■ A-V\ q %-i x- 133 - 1 1 Inc Project!' r6WVielA) Tyr : b 1 11.1 ttals 424401 A! Date called: ki i $50 I pecit instructions: Date wanted: y ze;) vo ry rbl . Requester: 6:26L, Pho2p 5960 ( INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 El Approved per applicable codes. Corrections required prior to approval. NA V^ Date: 0_ 00 fl $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: ' xtahidi4iklif,Y.v.tutvogit4 K . 4 .,r vi cw - 1....v.t. ,32. Type of 'Teak! n ciA la _ ilyi g i s i Li 2... ry s Dar ) ov Special instructions: . Drkexiycli co Requester: E-irl r Li Phone: INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431-3670 Approved per applicable codes, 111 Corrections required prior to approval: COMMENTS Inspector: Date/ /1-224) __QALI))/74 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee mustabaid at 6300 Southcenter Blvd., Suite 100. Call to schedule i Receipt No: Date: / VgItzirktfsitaisrtit 1 ti*A 11,14,41e i6ois;-,viaididx;:s W444:4014,4 4 Pro''ee t: i7 A-r ei.. t r17� � . Ty f If spect own: r .1fP�. ./eJ) 51.4/.,, 6,./.../,, ddress: - Date called: Special instructions: Date wanted: wanted: -' a.m. a.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Dater $47.0�0'REINSPECTI$ FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter48lvd., Suite 100. Call to schedule reinspection. Receipt No: Date: . ' r.,2 !6ptaC:1l..l 57fate:,0 INSPECTION RECO Retain a copy with permit PERMIT NO. (206)431 -3670 }A'.L .. +. �,.. ,..,. k.• ,.,i,[i�.,.r._ik...?':t�utrao-ii �.,'rvi.�t+. its, e :ri15:�,.r�+.i',+a*.{%:.11�a:lE� ,' S7iRY 'Cwv: al mmfimL L`r'A`aat ^3: 4:541 Aiv�'la:.u�+ld: a.Ma?aL 4kt 5lta£{± ^.� (k,; . ii; /-" c4 W 00 (0 CO W. W g Q N 0 ' H W � ; H 0, Z U o co o I Z 0 ' W F—; 0, I1 ! Z co 0 0 Z Project: . ` y� 4,w - I._c f 3 i of Inspection: 1214nyi c rt Cleezi 7,r1 ress: r \3 i - LQ 14V Date called: 11- r 3- DO , — a - . Special instructions: Date wanted: U-14-190 ; ( . p.m. reOr : Phone: 3( PO_ G - 5 IN4SPECTION RECOR Retain a copy'with permit INSPECTION NO. • CITY OF TUKWILA BUILDING DIVISION Approved per applicable codes. PERMIT NO. 6300 Southcenter Blvd,. #100, Tukwila, WA 98188 \ (206)431 -3670 Corrections required prior to approval. COMMENTS: $47. EINSPECTION(FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: >2•ti>�..'�.f�6 "� "_ r ., en�awu .�:�:«.�iSu':- wreak;�r��*'i• sus,:. a'` :.aw�?�6:.,.sv;��t�o�++r:�sc�4 tat+. k: 4: , 44;44 PA:.AS d vAii .4azi ilt4r fw '6,A5�`9'�Slka Project: as r✓iecJ Laf �a Type of I ectio : (,c .i�:.Slida /S7 � ,-/t, Alf ` Dat ailed: Special instructions: Date wanted: Requester: 61n- rj Ph / P -- 33D qi0 021 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECOR Retain a copy with permit COMMENTS: -ran, l Yi:o-z-, J-- i �- / D r !° //Y GU's- IC. ■ PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: ! /._ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be,paidi at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ret Ui U O Q;. N N W W tt < • —a LU z�. I- 0. z F- 2 3. U � O ms s. C11-' 2 U LLI-. O. Iii z 1- _ • O H, Z Projec Type of Inspection: k Address. 11 7 I' '1 L Nn i! /4 J sate called: q 24/o0 Special instructions: jj '[^ +may 4-Q) `•' � Date wanted: i ( ti p a.m. p.m. Re /*(2)(40tco Phone: INSPECTION NO. Approved per applicable codes. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D ).coo-iSo PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: G (41 ..4? ceei t 604 6Sc P Inspector: AJ Date: gi, od n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 41. ,YY.ue 1 i${t .•• 5 '44.•v k JW 43ak*Sa.iiyct.Y9u�a1'i&4 a }�i..� 2#4Y:+7;tM.ks" dd'J:dir..dhafuVf 3j L V , • 0 w 0 W IIJ N LL' W OI LL < to Z W. Z I- id U 0 . — 0 I_ CU uf — 0 t .. Z C-) co Z COMMENTS: Type of Inspection: 4 g) - 14.) Vr. k t ( c'S n ems" _ " Date called: s/)...210 0 tops. V Date wanted: t I a.m. P.m. poAA NAtt f c ' . O c/-2-1r 1-2 ilp 4 ii -D W1.4 el' NvkltA &% 1 4 cou„&oi--4 -t • 5't tioki,riA m (,6 (i 694k S &'t D r tc (lik A (A4 — a . W . Project: _ kf cAVti Type of Inspection: Address I3'1 Z 1 04 A.S• Date called: s/)...210 0 Special instructions: Lai- .3 2. Date wanted: t I a.m. P.m. Requester: " (..,617- a17" � 17e1 at44 C( Phone: INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 DzovO -/6d PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. Inspector: 6\) Date: 5/2'71(-U $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: 16.,E AAn��'wti+ ni id i "' 441'441 kt:AiAgkaiiid' «d , ear ILrid dr Sr; �tt 2 O H W ui U 0 , 0 1- W W H V z == O z Project: ' uc-3-4-ev ■( e i, , L + 3 F l u2., Type of Inspection: --- her, r t. Lc, It K) r, 1 i'' 1 , yy Address: ,„- I e . 1 ' - _ - 5 11 A o . Date called: ic. • t..- -- 1-t. , :.;.-1, , ..--.:. Special instructions: -- .. ... . Date wanted: • l'-' ' D DC' a s ni -- `' P.m. Requester: , \ e-r÷ Phone: 2_ D INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 D2 LLO- IS L PERMIT NO. (206)431-3670 gA pproved , per applicable codes. El Corrections required prior to approval. COMMENTS: Inspe r: Dat;V El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4:1.4. ; " • , ..4.1164etf,'4A ' ^ 41--A4U4m Pr 'ect: r Vi e ( n lei i Date called: Special instructions: -0 �� ~ . Date wanted: /_ . / .: rn. Pr.:- Requester: . �� jslacbe tic — `(1Jf INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 X pproved per applicable codes. Inspector: INSPECTION REC Retain a copy with permit PERMIT NO. (206)431 -3670 COMMENTS_ Corrections required prior to approval. Date: I 9 ,n El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: saw.. - 4ifagglEgi,4g ��trlff ' "'.4c.' 6} ..mZGctaia tr a`r..4i&a:v'l n ,. 4i1 ; :i..✓„ o. ii .h 6a u .P a dt.d .a �s.J w Ga LLat u . _ Pr.4. 4 e4a.13: ut' i uN ` .14 LALW ra COMMENTS: ADS }CSC P)QL T #4j4 :. Gnu c P AA-Ai � "e7c_ D 7?4 (L. . ,cr //S49yt! A/6 % XS " 131 c- s1 Pel.4S E C04 Fr 2 AT HOLD?) ow At 5 772A -P5 4 g-E.rg12., O wise. — atiL ,425.-,/7-- e". 4 L W/i.[. £J7 te+t. F.1S 77P--Al '3 72ovALe s D Ar defalr ri r Le-02.../ Zecf, Ciod /. (A:6 e=-12 3 Ccm PL176 te# 1'7 - 22.... a) - L ciet -n o7t(S Critdstoc EA c. M GOAtt) 1;C...(T &ems 5 Ai.. w4-a, LOcil7 ACS w Pr c�!/j‘W Typp W1/41 e A 81/4 -4Z A' / � IT!/ Date called: Special instructions: 0i&.., TO DELL. C k).9--- E-f..( "1' Date w e o 3 . �� . ;t►► Requeste . hone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. ® Corrections required prior to approval. Da 0 / CIO $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: ,Wi w� INSPECTION RECO Retain a copy with permit PER St.,t g 1i!'�(..� Ald "f iww /4r'i4 li.r�i.4 "w�KnY.l41 tYV: (206)431 -3670 ... 1Aa,•vhii:in u.. 4..fat;J:ildAYr,.kiauw� llJ.fikdlA.rA''+Y�.1� U O• to O cow J I-.. N O W 2 QQ i W Z I . Z o . �° 1 co w U ' Ii Z ' 0 z Project: Ft'.34ervie6 Ls+cdf Lo+ 3;", Type of Inspecti l Lc-k D tfnS Address: t 1 IL 4a nc' S DA called: be- a" 00 Special instructions: to wanted: a.m. – . _ Dt p.m. C - ` cuester ++ Phone: Ds– isI... •-- 146`2,- Approved per applicable codes. INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 j)2coo - 15C PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: s• !' LN486 •r`..n,H,:s.." " i�t ibaBEeC'o'S::al+Y i..'wyir'..'U .'�f l il` 't" cut n'tvai�ttc��i:.,w •:"; , • :,.' ti•:5_:at_:„ ,■7 . :1A0. AAA.; uAa trAt iiy rn4'�ia t vkwiiiit>ax" 7ask'rCrCirtiiu.:iru'1, n t3Z1k .•k:-`�... ig.4(}`e!4u..' ENS.- �tV :* • f r 1t lev 1 e e of Insp cti (r CC.'11f1Y1 �� r1� Addrs• 1 1 ri 4 -0- d /61-v -v S tlld Date called: I n : —CO Special instructions: • vXt` a.-E' 2. COPM Date wanted: r ,? I CO ` p.m. ne hl� r 1 es INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 I I /f Y e 1St) PERMIT NO. (206)431 -3670 Approved per applicable codes. J Corrections required prior to approval. COMMENTS: 1 /j774 (kkxl trc 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: at.ar^ui-i •,..,,., +..�^„ac].1.`xL.i%lus;:ii ?1�4u n:�r.,t�w5d::a?uidliiti less,�.ieivK2�'. ax` • dak r a :z a:ema s r akna.r ;wx tiw r is 41 u ,•ira 's.' qua, �,i i ' Lti w. Ce W' 0 0 to 0 ',, W = ' J W LL Q, W Z I— 0 Z H', 0 0 - 0 I — `: W W _. ~ U `' U. Oi 111 V = :. O 1- Project: j t " e c \ lew estais Type of Inspection: r2tcc LOa..4 ( Address: 13-'I t +-12 P,■) S Date c Iled: '" /‘ (0 -- Special ,instructions: ?, le (1 e 1 hb /Iai'l- z AL —l--al Date w nted: a.m. W -17-00 p.m. Requester: �p Phone _ g 204: COMMENTS: /) 6/, 1 (.17,11 6.17 . i fel9 S e 1'2 ^L. c-/ S- /'s ?, le (1 e 1 hb /Iai'l- z AL —l--al //oh., .-,c,,'// bbe/ he- xr,� /f --i Mr 4 r1,10 6 `'7 r1. S /Z A/4/4- re - /./ _ 3 &AA, ,/,',..t.i.er ze) h Inspector: � I� 4.1021 Date: 5 i , ✓ , „ .. ( Civ INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. Corrections required prior to approval. $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: mar; m r t^s t,r `* . y k :t �[ •r r 3'• w�u4 w �xv; is y x a���`�Mnay .frt `�"�.�v.S�:? : •Y^.!�fi._''t..�•.xRpt�r.;C:vFS s...c? . _ LLt1i�.uD�:N..:sS u «” ?�L lu_ @�aiiA {d �.. 4: ,a.OnYaw.:dJ {.m1i1:1:i.'t.lelSw 1P.4:ydl'si.k' PERMIT NO. (206)431 -3670 o ' y O; CO ul F-! w0 g a . N CS HW . Z � Z 2 uj 0 N . 1- W w H U, Z ` w o) z Project: , 65TT,e ( / /,c J Type of Inspection: L �4 Address: s 7 I y 2-a4 ape S Date called: , / ,, C o 0 Special instructions: 4or 3,2., Date wanted: i . 1 / a.m. p.m. q Requester: co , ` ij (r G6 Phone: `/ INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 n Approved per applicable codes. COMMENTS: o� Cv tS � � f7-� !�2 e1-5 41 eadO S6t-UejWtaj J7 izi I S. /Mr4.kcLAO M fJdAf 501.4.1r of 2 - w,n co1 4u.d - sxcaw —r. Inspector: �9V Date: 7 / 1 7 $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: 0 Corrections required prior to approval. :.:;( wi' t: h. tua.-. cY. ...►:L'�tiX:,S.1 .: f+ t. s: LYf,:. i,.' r: LJ�Wr: �.:, sJ. �:. �wu.'.�+�,:'.+aJ.�nN.:::1F.f!. 3ruil.. 3. dw!„• X. stt•; c?. dt�i4ti .�1,45(.v&.t+.Wk�;+2;.v`a+�t Projpct: —,... Type of nspection: Address: r 1 1 2 - /VC- . Date called: ilS / OCL) Special instructions: Date...wanted: a Requester: (2 YV1 (ri INSPECTION NO. INSPECTION RECO 0 Retain a copy with permit ' I I , '' • i V ZOCC, 7 i - PERMITNO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. e rt-Aiel 4-r,.& COMMENTS: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Reeipt No: Date: • At &a:414Na' WA44.4; 1.t4, , i0aN t Project Name --- 65 1 ( - o( \)1 TURK LA FIRE DEPARTMENT FINAL APPROVAL FORM Address - 3 - 1\ 2 JQ S Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature FINALAPP.FRM Permit No. Date T.F.D. Form F.P. 85 Suite # 3(3k\ Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, The Chief 4 Jamieson Consulting Job No. 20181 RETAINING WALL FOR FOSTERVIEW ESTATES TUKWILLA, WASHINGTON 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 r' ^5) 803.2581 • FAX (425) 803.3289 JAMIESON CONSL.4TING Consulting Engineering &Project Management INPUT NAME OUTPUT 35 EFP 0.267 Cf 4.67 50 0.67 0.67 0.67 0.67 a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu W W1 w2 w3 x1 x2 x3 x4 A5:( 4/6" ,D367 k f .7. Z. woe = 5.34 2,01 1,495 1,732 0.67 0.42 1.34 499 207 1.519 888 1,349 1,010 1,094 375 467 202 1.67 1.00 1.00 1.00 UNITS COMMENT # / ft3 ft # ft ft ft ft ft ft # / ft2 # /ft2 ft ft ft # -ft It- ft 40- ft # # ft ft ft 7'� = Z5G0l Ks/ 1,0 d=4" Cock r /N& spo5 doeiz. ,0023 143 r4,1 oz 4 " 21 JOE NAME FO 7CW/EW JO= NC. Zr re/ DATE TYPICAL CANTILEVERED RETAINING WALL 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 e N N SHEET NO. ' ^; e i (?6,o • 3 "CL IZ CC 2 0 o` o u. W O' N z 1 -- U O �. 0 I_-; I U , LL O : wz o O F " I z JC JAMIESON CONK .rING Consulting Engineering & Project Management 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 OUTPUT UNITS EFP # /ft3 Cf a w4 w toe heel H 6.00 Lf 2.50 fs 1,643 fs2 1,724 Lf /3 0.83 X 0.65 2Lf /3 1,66 F 630 Fk 180 FS 1.871 Mot 1,260 Mr 2,358 Mu 1,502 W 1,685 w1 851 w2 533 w3 251 x1 1.83 x2 0.83 x3 1.25 x4 0.83 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft 05 D Fsl =40 Ks l .Mu= /,5 AM STEEL 5PAAU Ole SGIcI Ayr 0,44z 23" 3%). K , r 1�u = i, (/8) — 28 JOB NAME / F TA W JOB NO. 2°0 1 e/ DATE COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 3 "642 BY SHEET NO 21?b,O CeF-roT2 l l � 11 1 6 11 0,c, ?)Es I /Z t 'C2- Az 'C') - 14coJr l'n UJ U O` CO Oj LL ! w O 2 u- Q a I - w, z pi z U q O -s 0 Hi w WI I - 0 ?- 1 UN z JC JAMIESON CONSU �ING Consulting Engineering & Pro,ect Management `801 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 I' " ;) 803.2581 • FAX (425) 803.3289 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 0.267 Cf Coefficient of friction against sliding (includes Factor of Safety = 1.5) 6 a ft Height of earth above "base" 0.67 w ft Wall thickness 0.67 t ft Footing thickness 2.00 toe ft Length of toe 0.83 heel ft Length of heel H 6.67 ft Overall height of equivalent fluid Lf 3.50 ft Total footing width fs 1,155 #1 ft2 Soil bearing if Xis in mid 1/3 fs2 1,246 #1 ft2 Soil bearing if X is not In mid 1/3 Lf /3 1.17 ft X 0.85 ft Location of resultant force 2Lf /3 2.33 ft F 1,079 # Total horizontal force Fk 654 # Net sliding force per foot FS 1.515 Net factor against overturning Mot 2,631 # - ft Overturning moment �- Mr 3,985 # - ft Resisting moment Mu 3,672 # - ft Ultimate moment for concrete design W 1,591 # Total weight on footing w1 639 # Soil weight on heel (120 pcf) w2 600 # Weight of wall w3 351 # Weight of footing x1 3.08 ft x2 2.33 ft x3 1.75 ft JOB NAME FTC I IA JOB NO. ZO (0/ BY 1 L DATE SHEET NO. • OF 1 11=2-1 II � a . O W N p r fll =ll [11 4k451eaci - .4e ((/ VC-r,42 4.4 J -s" s) .44 2)• TOE. ` 3'GL2 /D Z U� 00' 92w g a HI ? I-0 W I— U 0- 0 = V I - I- - 0 ll • Z 0 1-- z J J AMIESON CONK L ING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803 -3289 ��- 250o Ps/ 4'c75/ .J/'u: Co, Z'` d= 6 4/ -7brk4s4/10.c, FWD "e7/" -4G /2''a,C, 41 /7 'hA/G SP'47t15 >/ozf1 L = 22' klu= 44 ' b: d- 42" d bi/z (3) 4 C3) -7 INPUT 35 0.267 7.33 0.67 0.67 1.33 2.00 NAME OUTPUT EFP Cf a w t toe heel H 8.00 Lf 4.00 fs 1,770 fs2 1,831 Lf /3 1.33 X 1.09 2Lf /3 2.66 F 1,487 Fk 687 FS 1.754 Mot 4,330 Mr 7,595 Mu 6,189 W 2,994 w1 1859 w2 733 w3 402 x1 3.00 x2 1.66 x3 2.00 UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft J02 NAME Ft 9.243/ N 'V I EVE/ 01 91 JOB NO. DATE TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge 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 � — NN; P 40 r 1 8 ,. BY 1/1 Z SHEET NO. 41 P OF 4/?6.c e • 1 111 4 1\-140°,0pc 0 I % "CL A-rz- 4-j sh c. x3 -0" (7)..4 1 il H W O LL onL w' Z �' 0 w U 0� '0 ,0 w w` 11 0 w Z U N z '. JAMIESON CONK \ PING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 — "I) 803.2581 • FAX (425) 803.3289 1 2.500 51 t gs/ /4 5 1 d4" - 0,37/0V/ , 4s 6 rC, / //ID 11// /1 Foe 4 -4s /one, C. pa= 2,&504/ z5/ CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 8 a ft Height of earth above base slab 0.67 w ft Wall thickness 0.67 t ft Footing thickness 2.08 toe ft Length of toe 0.67 heel ft Length of heel H 8.00 ft Overall height of equivalent fluid Lf 3.42 ft Total footing width fs 1,314 # / ft2 Soil bearing If X is in mid 1/3 fs2 1,406 # / ft2 Soil bearing if X is not in mid 1/3 Lf /3 1.14 ft X 0.85 ft Location of resultant force 2Lf /3 2.28 ft F 1,120 # Total horizontal force FS 1.507 Net factor against overturning Mot 2,987 # - ft Overturning moment Mr 4,501 # - ft Resisting moment Mu 5,077 # - ft Ultimate moment for concrete design W 1,787 # Total weight on footing w1 643 # Soil weight on heel (120 pcf) w2 800 # Weight of wall w3 343 # Weight of footing x1 3.08 ft - x2 2.41 ft x3 1.71 ft JOB NAME I . 1 —'V !EV./ JOB NO. Zo /et BY 1 / V i DATE SHEET NO. 1 OF • • 1 • • Z -I 8 5 /P8.0 rar 111= 11- ..4 J a4 ila c, 4 color' w 0 O` y rn J w co CY : Z � w uj n0 N" 0 i- wtu H V' ui Z on 0 H O Z ' :' Kappler Architects P.S. VERSION 91.9 INCLUDES 3 STORY Job No. Date Lateral Analysis for: Dujardin Plan #2119 City of Tukwilla, WA LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PARAMETERS SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR SF, PLATE HT. MAIN FLOOR SF, PLATE HT. LOWER FLOOR SF, PLATE HT. WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION 1155 0 OTHER SF, LONG I SHORT WALL 422;.. SF SAIL AREA PLF FOR PERIMETER OF BUILDING UPPER FLOOR WALLS & ROOF (Roof + 1/2 Upper Floor) MAIN FLOOR WALLS ( 1/2 Upper Floor +1/2 Main Floor) LOWER FLOOR WALLS #N /A OTHER (Roof + 1/2 Floor) 99090 -10 SF SF SF KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9909010_(ExpB) Plan #2119_1997 -9 Lateral analysis worksheet.xls 2/22/00 SPM Long Wall 0.36.. ". 0 '13 :0 8.0 [;'. STAMPED" "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 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 7/3/00 PAGE 1 tt i • Z 0 :' W W U0 O N o Hi W W 0 _ O li Z H = 0 H z WALL HEIGHT Ce Cq qs Iw 0 13.22 0 -15' P= 0.62 1.3 16.40 1 13.22 PSF 20' P= 0.67 1.3 16.40 1 14.28 PSF 25' P= 0.72 1.3 16.40 1 15.35 PSF 30' P= 0.76 1.3 16.40 1 16.20 PSF 16.20 211 13.22 119 0.00 0 13.22 106 REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability /Redundancy Factor: P = 2 - ( 20 / ( r max ((sq. root of As))) VALUE USED where: As Ground floor area of structure As r max = Max element - story shear ratio square root r max = r i / story shear r I = element story shear x 10 / Iw element shear lw (LENGTH) P= VALUE USED Ce = Cq = qs = Iw = r max = I -2.96 I 0.62 1.30 16.40 1 WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) rI= therefore use WIND PER SECTION 1618 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (Iw) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor r story shear 1153 1 10643 DESIGN CRITERIA FOR WIND ANALYSIS 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 #N /A 0.0 (P) Other 8.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpB)_Plan #2119_1997 -9 Lateral analysis worksheet.xls Min = 1.0 Max =1.5 PSF 1386 37 11531 0.11 PLF SF # FT # FT # FT # FT 7/3/00 PAGE 2 - ,I.Y• n�'1N ,44. ^lft�Y`S NVli3TM NWnu""'" , (P) Roof (Upper walls) 12 1155 SF 13860 ADDITIONAL LOAD 0 1155 SF 0 S / S EX. WALLS 10 96 8 7680 F / B EX. WALLS 10 58 8 4640 INTER. WALLS 8 77 8 4928 Roof (Upper walls) 31108 18 559944 559944 0.6624 7050 Upper Floor (Main walls) 31708 hiPPLEPMUI ITFCT §45316 0.3376 3593 #N /A 0 0 RFI I FVIJI: WA 845316 0.0000 0 (P) Upper Floor (Main walls) 15 964 SF 14460 S / S EX. WALLS 10 96 8 7680 F / B EX. WALLS 10 58 8 4640 INTER. WALLS 8 77 8 4928 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 31708 #N /A 15 0 SF 0 S / S EX. WALLS 10 96 0 0 F / B EX. WALLS 10 58 0 0 INTER. WALLS 8 77 0 0 #N /A 0 (P) Other 12 422 SF 5064 ADDITIONAL LOAD 0 422 SF 0 S / S EX. WALLS 10 40 10 4000 F / B EX. WALLS 10 40 10 4000 OTHER WEIGHT 13064 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16bQ. 16N BASESHEAR:Vb= (3.OxCa /R)W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load BUILDING LOADING DEAD LOADS TOTAL ROOF WEIGHT ON UPPER SHEARWALLS STORY SHEAR VALUE USED Z= R= Ca = Rw= Rw= 0.3 5.5 0.36 8 6 BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSFI LONG WALL ISHORT WAL I WEIGHT TOTAL WEIGHT BASE SHEAR: Vb= 0.1964 75880 14900 Wi hi (Plate Ht.) Wi x hi 31108 # W= 75880 TOTAL FLOOR FQFC.44114520 1405260 990901 0_(ExpB) Plan #2119_1997 -9 Lateral analysis worksheet.xls *load reduced by half due to plan configuration of front wall being concrete Not included in total # WORKING STRESS WOOD DESIGN 1.4 I 10643 # Wihi / sum sum Hi x hi Wihi Vi 10643 # 7/3/00 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON . (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A • (F) Other ROOF DIAPHRAM SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 215 152 0 81 CHECK TOP CHORD M= T =C= 2 -2X4 10 5 , 115353 51 f "r, 73406.78; 2 -2X6 16 5 16d 44 v, 0 1.33 # FT # FT # FT # FT SEISMIC FORCE Shear Walla UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS SEISMIC GOVERNS @ 215 # FT SEISMIC GOVERNS @ 367 # FT #N /A @ #N /A # FT 550 1.331 731.501#/BOLT MIN BOLT SPACING , : :,- FT O.C. 790 1.331 1050.71# /BOLT MIN BOLT SPACING ,,5.28 FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 990901 0_(ExpB) Plan #2119_1997 -9 Lateral analysis worksheet.xls 16731 #FT 689776 143.64 # /NAIL 8432.27 NAILS 10643 (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A (F) Other WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) #N /A (P) Other Not included in total 215 152 0 81 211 119 0 106 35125145.06 1211211.898 ALOW.Ft= 525 1.331 698.2510K # FT # FT # FT # FT # FT # FT # FT # FT 7/3/00 PAGE 4 V W h Wh F Roof (Upper walls) 10643 31108 13 404404 6240 Upper Floor (Main walls) 10643 31708 9 285372 4403 #N /A 10643 0 0 0 0 Other 10643 13064 8 104512 1613 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) #N /A • (F) Other ROOF DIAPHRAM SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 215 152 0 81 CHECK TOP CHORD M= T =C= 2 -2X4 10 5 , 115353 51 f "r, 73406.78; 2 -2X6 16 5 16d 44 v, 0 1.33 # FT # FT # FT # FT SEISMIC FORCE Shear Walla UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS SEISMIC GOVERNS @ 215 # FT SEISMIC GOVERNS @ 367 # FT #N /A @ #N /A # FT 550 1.331 731.501#/BOLT MIN BOLT SPACING , : :,- FT O.C. 790 1.331 1050.71# /BOLT MIN BOLT SPACING ,,5.28 FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 990901 0_(ExpB) Plan #2119_1997 -9 Lateral analysis worksheet.xls 16731 #FT 689776 143.64 # /NAIL 8432.27 NAILS 10643 (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A (F) Other WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) #N /A (P) Other Not included in total 215 152 0 81 211 119 0 106 35125145.06 1211211.898 ALOW.Ft= 525 1.331 698.2510K # FT # FT # FT # FT # FT # FT # FT # FT 7/3/00 PAGE 4 8 10 10 0 0 86 MiR1411101 Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 6885.25 6885.25 0.00 0.00 MIN PLATE NAILING 20 INC O.C. 800 800 0 0 0 0 0 0 2666.67 2666.67 0.00 0.00 421.86 421.86 #DIV /01 #DIV /0I CS16 -30 CS16 -30 #DIV /01 #DIV /01 16 13 8 0 0 164 __ _ Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 17049.19 10491.81 0.00 0.00 MIN PLATE NAILING 11 INC O.C. 1040 640 0 0 4320 0 0 0 23226.67 1706.67 0.00 0.00 - 475.19 1098.14 #DIV /01 #DIV /0l NA CS16 -30 #DIV /01 #DIV /0l 16 7 6 0 0 265 1 P,1=4 Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 14829.77 12711.23 0.00 0.00 MIN PLATE NAILING 7 INC O.C. 560 480 0 0 0 0 0 0 1306.67 960.00 0.00 0.00 1931.87 1958.54 #DIV /0l #DIV /01 2- CS16 -30 2- CS16 -30 #DIV /01 _ #DIV /0! 8 3 8 5 0 108 P-14640,11 Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 2581.97 6885.25 4303.28 0.00 MIN PLATE NAILING 16 INC O.C. 240 640 400 0 120 288 216 0 360.00 2474.67 1026.67 0.00 740.66 551.32 655.32 #DIV /0! NA NA NA #DIV /01 SHEAR WALLS O u_ 2 /3DL REACTION HOLDDOWN cc 2 RIGHT TO LEFT UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 215 215 2 /3DL REACTION HOLDDOWN 215 2 /3DL REACTION HOLDDOWN 215 2 /3DL REACTION HOLDDOWN TRIB.LENGT a WALL SEGMENTS b c d SHEAR V WALL TYPE TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a b b b c c C KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpB) Plan #2119_1997 -9 Lateral analysis worksheet.xls d d d 7/3/00 PAGE 5 12r ,,.mwrr t:+s:»7'RP ierety M.6awfrirrNv,emme : ; 4"e+w eya0ra..r r t ^?3A e".n'oTney!tam!,•aR'' +wf +9rs!�+R ° ,r tattsimismorl is 6 3 21 0 0 54 gi;i4P1411 Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 1290.98 9036.89 0.00 0.00 MIN PLATE NAILING 32 INC O.C. 240 1680 0 0 120 600 0 0 360.00 15960.00 0.00 0,00 310.33 - 329.67 #DIV /01 #DIV /01 NA _ NA #DIV /0l #DIV /01 13 13 7 0 0 140 WP.,-14M' Mo= 14545.09 7831.97 0.00 0.00 MIN PLATE NAILING 31 INC O.C. Wall(DL) 1040 560 0 0 0 Roof (DL) 2145 400 0 0 0.00 Mr= 13801.67 2240.00 0.00 0.00 MIN PLATE NAILING T =C 57.19 798.85 #DIV /01 #DIV /01 12 INC O.C. REQUIRED NA _ NA #DIV /0! #DIV /0! 11 23 20 0 0 551 R1 L Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 10127.72 8806.71 0.00 0.00 MIN PLATE NAILING 31 INC O.C. 1840 1600 0 0 0 0 0 0 14106.67 10666.67 0.00 0.00 - 173.00 -93.00 #DIV /01 #DIV /01 NA NA #DIV /0! #DIV /01 I #N /A 0 0 0 0 #N /A M, r SWAM Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A FRONT TO BACK UPPER FLOOR Load Ht. 8 a 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 H z w U UPPER FLOOR Load Ht. 8 w J UPPER FLOOR Load Ht. 8 215 215 2 /3DL REACTION HOLDDOWN 215 2 /3DL REACTION HOLDDOWN 215 2/3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b b c c C d d d d SHEAR V WALL TYPE KAPPLER ARCHITECTS BELLEVUE, WA 425-641-5320 9909010_(ExpB)_Plan #2119_1997 -9 Lateral analysis worksheet.xls 7/3/00 PAGE 6 5 2 2 0 0 132ItLRP. I Mo= 2114.94 2114.94 0.00 0.00 LRP AT GARAGE WING Wall(DL) 320 320 0 0 WALLS - MEETS Floor,Roof(DL 0 0 0 0 APA TEST LOADS Mr= 213.33 213.33 0.00 0.00 MIN PLATE NAILING T =C 950.81 950.81 #DIV /0l #DIV /0! 13 INC O.C. REQUIRED STHD 14 STHD 14 #DIV /0! #DIV /0! 24 4 12.5 6.5 8 284 VORI=010 Mo= 9092.05 28412.66 14774.58 18184.10 MIN PLATE NAILING 7 INC O.C. Wall(DL) 640 2000 1040 1280 2016 Floor,Roof(DL 0 1140 960 864 0.00 Mr= 853.33 13083.33 4333.33 5717.33 MIN PLATE NAILING T =C 2059.68 1226.35 1606.35 1558.35 6 INC O.C. REQUIRED STHD 14 RJ STHD 14 RJ STHD 14 RJ HTT22 16 11 12 0 0 255 ;:ati %cp Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 22466.59 24509.01 0.00 0.00 MIN PLATE NAILING 7 INC O.C. 1760 1920 0 0 1148 2016 0 0 10662.67 15744.00 0.00 0.00 1073.08 730.42 #DIV /01 #DIV /0! HTT22 _ HTT22 #DIV /01 #DIV /0! 8 3 3.5 2.75 0 317 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 7617.66 8887.28 6982.86 0.00 MIN PLATE NAILING 5 INC O.C. 480 560 440 0 1680 1280 1005 0 2160.00 2146.67 1324.58 0.00 1819.22 1925.89 2057.55 #DIV /0l STHD 14 RJ STHD 14 RJ STHD 14 RJ #DIV /01 RIGHT TO LEFT MAIN FLOOR Load Ht. 8 z 0O LL 2 /3DL MAIN FLOOR Load Ht. 8 106 REACTION HOLDDOWN 367 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 2 /3DL REACTION HOLDDOWN . MAIN FLOOR Load Ht. 8 367 367 2 /3DL REACTION HOLDDOWN TRIB.LENGT a TRIB.LENGT TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b c b b b c c c I<APPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpB)_Plan #2119_1997 -9 Lateral analysis worksheet.xls d d d d SHEAR V WALL TYPE 7/3/00 PAGE 7 ..- ......-- ...,.., ,,w.wromv aar« NVOI r~.Fm .s.r•v m, eogritizimmtwetVrAWMPrIng rr Mtrgoin wsc » rmolor ioArOteVOIC kTIMWOWNY E AIIPr l W ct 2 V. N o ' N W 9 u. W 0 g J (n 3 W Z Z O o, uj U O N 0 I- W I- - U. O Iil Z V = O 1- Z I 6 9 17 0 0 85Imp1401 Mo= 6097.79 11518.06 0.00 0.00 MIN PLATE NAILING 8 INC O.C. Wall(DL) 720 1360 0 0 0 Floor,Roof(DL 120 600 0 0 0.00 Mr= 2520.00 11106.67 0.00 0.00 MIN PLATE NAILING T =C 397.53 24.20 #DIV /01 #DIV /01 20 INC O.C. REQUIRED NA _ NA #DIV /01 #DIV /01 #NIA 13 21 0 0 0 227 Yeri Pr4 si Mo= Wall(DL) Floor,Roof(DL Mr T =C REQUIRED 38167.67 0.00 0.00 0.00 MIN PLATE NAILING 8 INC O.C. 3360 0 0 0 475 0 0 0 26845.00 0.00 0.00 0.00 539.17 #DIV /01 #DIV /01 #DIV /01 NA #DIV /01 _ #DIV /01 #DIV /01 11 30 7 0 0 1091,1 , # : P1e8 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 26185.72 6110.00 0.00 0.00 MIN PLATE NAILING 16 INC O.C. 4800 1120 0 0 0 0 0 0 48000.00 2613.33 0.00 0.00 - 727.14 499.52 #DIV /01 #DIV /0! NA NA #DIV /0! #DIV /0! #N /A 0 0 0 0 #N /A Mo= WaII(DL) Floor,Roof(DL Mr- T =C REQUIRED #N /A #NIA #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #NIA #N /A #N /A #N /A #N /A _ #N /A #N /A , r{ FRONT TO BACK MAIN FLOOR Load Ht. 8 2 /3DL MAIN FLOOR Load Ht. 8 H z w U MAIN FLOOR Load Ht. 8 tz J MAIN FLOOR Load Ht. 8 367 REACTION HOLDDOWN 367 2 /3DL REACTION HOLDDOWN 367 2I3DL REACTION HOLDDOWN 367 w cn 2 /3DL z REACTION HOLDDOWN TRIB.LENGT a TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b b c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpB)_Plan #2119_1997 -9 Lateral analysis worksheet.xls d d d d SHEAR V WALL TYPE 7/3/00 PAGE 8 TERRA ASSOCIATES Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 - 7777 • Fax (425) 821 -4334 • terra @terra - associates.com Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 32 Tukwila, Washington Reference: Plan Review, Fosterview Estates, Lot 32, Terra Associates, Inc., dated May 12, 2000. Dear Mr. Fowler: December 15, 2000 Project No. T- 1515 -2 As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 32 of Fosterview Estates in Tukwila. The purpose of our work was to verify that the geotechnical engineering aspects of the project were completed in accordance with recommendations outlined in the referenced plan review letter and Kappler Architects' construction drawings. Our services on the project consisted of observation and testing of the following elements: Structural fill placement and compaction Foundation subgrades Garage floor subgrades Pavement/driveway subgrades Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 32 has been prepared 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 field memo delineating the foundation subgrade conditions noted during our site visit. Mr. Bill Fowler December 15, 2000 This work was performed and this letter prepared specifically for the use of Dujardin Development Company and their authorized representatives. 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 ASSOCIATESONc: Anil.Butail, P.E. ' atv. , .1 U. N TR.:. '05, "41 Principal 7. 12/9/01 BK/AB:ae 7 Encl: Footing Excavation Examination Reports (2) cc: Mr. John Kapp ler, Kapp ler Architects Project No. T-1515-2 Page No. 2 • FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED S 27 Zoo() PROJECT NO / SI PROJECT NAME: FOSTER ✓t E!J CONTRACTOR: 1JUSAN20 iNJ DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: LOT 4. 3Z NOTES: f7A 5 60 l)POrs) CANO a.is 065c 'n.v&n TR Akin 1ou0 - T&Si 1/ (Ts TC tut -AS 71-1 I'a_.,TJ t3 13E.Art -446 GAPA� Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. COPY TO: SIGNATURE {�� 0.147 Pi, L 'PO ,,)A t TERRA ASSOCIATES REPRESENTATIVE (7P, N 1 3 rJ - THAT TERRA ASSOCIATE,, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone: (206) 821.7777 • FAX (206) 821 -4334 PROJECT LOCATION: I UKWILA ,W4\ REPRESENTATIVE: GARS/ 13,M5 i<An )f3 6r F CONO17 ILW3 r> -PJS&3 1A) OF- l-vr- p 3Z NU: P06 /DJA76 Eo - -t HF zc PsF- W , C4 111 00 y G ; (n w , N LL W o < z Z o W uj U O O N o I- W uj U, L • W Z U = 0 z FOOTING EXCAVATION FIELD CONDITIONS NOTED EX GAJAi).DN 2 6 91 Ai/ T10V5 50/1... Exl=b560 ArtF Pn.Ev, Jos y Ron. S,..) 6LF FAnif L i fZ: S, of_,JG6 CMPA Q Avg TizTEO fii l E YLA, Ass 0,-,r �c, STrw c=, J -n I 1!/ LL , AA - 1 onSF: I A N n,A L TU ek M, /�D fr/7N,.. !'pO7 6 S,/(S6nA04. P0-1.Y`. , U Pin_, / FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED S 27 Zoo() PROJECT NO / SI PROJECT NAME: FOSTER ✓t E!J CONTRACTOR: 1JUSAN20 iNJ DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: LOT 4. 3Z NOTES: f7A 5 60 l)POrs) CANO a.is 065c 'n.v&n TR Akin 1ou0 - T&Si 1/ (Ts TC tut -AS 71-1 I'a_.,TJ t3 13E.Art -446 GAPA� Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. COPY TO: SIGNATURE {�� 0.147 Pi, L 'PO ,,)A t TERRA ASSOCIATES REPRESENTATIVE (7P, N 1 3 rJ - THAT TERRA ASSOCIATE,, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone: (206) 821.7777 • FAX (206) 821 -4334 PROJECT LOCATION: I UKWILA ,W4\ REPRESENTATIVE: GARS/ 13,M5 i<An )f3 6r F CONO17 ILW3 r> -PJS&3 1A) OF- l-vr- p 3Z NU: P06 /DJA76 Eo - -t HF zc PsF- W , C4 111 00 y G ; (n w , N LL W o < z Z o W uj U O O N o I- W uj U, L • W Z U = 0 z FOOTING EXCAVATION i FIELD CONDITIONS NOTED C. f'02 -.- OUn)OTI ON) S SOILS EX PoSE0 ARE DF_451: I O1? Sl.Jc, rPr'IL/ >~SIOENC.E Nr rije secs. AO LOr,s MPTEQIL 'Try gE R EMJ.,eo r czorn_ FJ Lyn IJ $4660.MOE Frit.) TO I.) ∎Z PROJECT NAME: 1' T ERV IE4j CONTRACTOR: IJUTNrLDI r\) NOTES: )PSEO CfaPAL IT ? TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATtS, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone: (206) 821 -7777 • FAX (206) 821-4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED twt_I ZO. 2o!?() PROJECT NO. ISIS- 2. DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: i ti 3z UP3 .) CO NJOt TloN7S 4 pl'.'. • Y. hP3'.RkSiR411 PROJECT LOCATION: I UKi 141\ REPRESENTATIVE. ( AR RJr1s Elc t,13S6g4E0 COPY TO: aAR / (S n '4 SIGNATURE� // c .,asr i1 PN I Ls P/ ►Ors ITS 'T p S 0Pr4r2nJ H AT THE Sut3Grt.grOF_ -) ion -r,OrJS 603_56. 0 Ir.l T HE FovrooGS Or- Lo 32 11,2E ADEQJr -i = Fon_ 'T1-16 2000 ?SF Een., Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Plan Review Fosterview Estates, Lot 32 Tukwila, Washington• Project Description We reviewed the following plans: • Sheets P1.0 and P1.1, Architectural Site Plans • Sheet P2.9, Architectural Plan • Sheet P6.5, Site Sections for Lots 31 through 34. TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Reference: Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., December 16;1998 • Dear Mr. Fowler As requested, we have reviewed architectural plans• prepared for Lot 32 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. The project plans we reviewed, prepared by Kappler Architects, P.S., indicate that a two - level, wood- framed single - family residence will be constructed on the lot. The main floor, including the entry and garage areas, will be at Elev. 219.5. To achieve the planned finish grades, it is anticipated that temporary excavations of up to four feet will be required. It is not anticipated that any significant fills will be placed on the lot. Minor fills will be required to create finish grades for the driveway. After completion of foundation walls, excavations will be backfilled. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 • Phone (425) 821 -7777 May 12, 2000 Project No. T- 1515 -2 ir k;. UQ U W J CO LL' w u. = d ' 1—` z 1- V O N . 1- w w ' IL H V. O � al U 0 H O Z Mr. Bill Fowler May 12, 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 site. Excavations and Earthwork The site plan indicates that temporary excavations up to four feet may be required to construct foundations for the residence. It is expected that the excavation will be made through native soils consisting of sandy silts and silty sands. The on -site native soil contains a significant amount of fines (silt and clay size particles). This material will be difficult, if not impossible, 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 suggest 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 is expected to extend into competent native soils. These soils are moisture sensitive and subject to disturbance in wet weather. If the bearing soils become disturbed, they should be overexcavated and replaced by materials such as recycled concrete or quarry spalls. Foundations should be designed and constructed in accordance with the recommendations presented in the referenced report compilation. The foundations should be designed for an allowable bearing capacity of 2,000 pounds per square foot. A representative of our firm should observe excavations, backfilling, and foundation subgrades to verify that the site conditions are as anticipated. 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. Ii 11.1 roa3,RE9 cc: r- ohn -I{epp er, Kappler Architects, P.S. Project No. T- 1515 -2 Page No. 2 C JAMIESON CONSI rING Consulting Engineering & P-oject Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 ' • (425) 803 -2581 • FAX (425) 803-3289 CANTILEVERED RETAINING WALL W/ BASE SLAB • INPUT NAME OUTPUT UNITS COMMENT 35 EFP #1 ft3 Equivalent fluid pressure 10 a ft Height of earth above base slab 0,67 w ft Wall thickness 0.83 t ft Footing thickness 225 toe ft Length of toe 1.25 heel ft Length of heel H 10.00 ft Overall height of equivalent fluid Lf 4,17 ft Total footing width fs 1,811 #1 ft2 Soil bearing if X is in mid 1/3 fs2 1,932 # / ft2 Soil bearing if X is not in mid 1/3 Lf /3 1.39 ft X 1.04 ft Location of resultant force 2Lf /3 2.78 ft F 1,750 # Total horizontal force FS 1.539 Net factor against overturning Mot 5,833 # - ft Overturning moment Mr 8,979 # - ft Resisting moment Mu 9,917 # - ft Ultimate moment for concrete design W 3,019 # Total weight on footing w1 1500 # Soil weight on heel (120 pcf) w2 1001 # Weight of wall w3 519 # Weight of footing x1 3.54 ft ,•e x2 2.58 ft x3 2.08 ft r�= 2500F 4 = 4o 01 #4 bO Ksl 5 ��u = 9192 A 6 4 o.4/ FIN 11 1 o -tom 4-/2//40,6, 2,65 k' 2.51 '( °/0 Al/°//°r‘j \\\) * Io 3"avht JOE NAME / v !E V/ JOB NO z DATE SHEET NO, CO OF SY C) n -.°77-a p 4#410'0,C. ( %Z 05_jgOo Gg "orc. C - . 4x 20" llv caVr dle tl l fl 2 - 8 l / -3 JAMIE SON CONSL _ZING Consulting Engineering & Project Management . 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 1. '5) 803 -2581 • FAX (425) 803 -3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 12 a ft Height of earth above base slab 0.83 w ft Wall thickness 0.83 t ft Footing thickness 3.17 toe ft Length of toe 1.25 heel ft Length of heel H 12.00 ft Overall height of equivalent fluid Lf 5.25 ft Total footing width fs 1,850 #/ft2 Soil bearing if X is in mid 1/3 fs2 1,954 # / ft2 Soil bearing if X is not in mid 1/3 Lf /3 1.75 ft X 1.35 ft Location of resultant force 2Lf /3 3.50 ft F 2,520 # Total horizontal force FS 1.527 Net factor against overturning Mot 10,080 #- ft Overturning moment Mr 15,397 # - ft Resisting moment Mu 17,136 # - ft Ultimate moment for concrete design W 3,948 # Total weight on footing w1 1800 # Soil weight on heel (12Q pcf) w2 1494 # Weight of wall w3 654 # Weight of footing x1 4.63 ft x2 3.59 ft x3 2.63 ft ' O -{y = ,-s' -44 _ O Ks( 4 0 5 /47/7Z4' d ^g „ 453, F /ND ri // " -4& /2'o.c, O btu- , 7 ' Id' JOB NAME JOB NO. 7 DATE SHEET NO., / OF • F r (VIEW 20/ N • S BY (4ToP rr o @ 12 Ore, 5J� o,c1 a2 60 J �4 3,0„ ()44- co4JT • co 0 MW w 0 r. I— W UJ U0 0;• .0 W Z 0, ;AZ: v N! JC JAMIESON CONSUZING Consulting Engineering & Project Management . 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803.3289 JOE NAME 71 V(Ek JOS N0. DATE SHEET NO. S OF 8 CANTILEVERED RETAINING WALL W/ BASE SLAB and 50 psf vehicle surcharge INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 12 a ft Height of earth above base slab 0.83 w ft Wall thickness 0.83 t ft Footing thickness 3.33 toe ft Length of toe 1.83 heel ft Length of heel H 12.00 ft Overall height of equivalent fluid Lf 5.99 ft Total footing width fs 1,981 # / ft2 Soil bearing if X is In mid 1/3 fs2 2,059 # / ft2 Soil bearing if X is not in mid 1/3 Lf /3 2.00 ft X 1.61 ft Location of resultant force 2Lf /3 3.99 ft F 3,120 # Total horizontal force FS 1.584 Net factor against overturning Mot 13,680 # - ft Overturning moment Mr 21,667 # - ft Resisting moment Mu 23,256 # - ft Ultimate moment for concrete design W 4,966 # Total weight on footing . . . w1 2727 # Soil weight on heel (120 ocf) w2 1494 # Weight of wall w3 746 # Weight of footing x1 5.08 ft x2 3.75 ft x3 3.00 ft - 2 Psi ,e5/ .4 Ai 23, 3 d s" 4 F45e5 /Nz) # og .44s/odo,c u= 5.31 k/ - (p' /0" 3 - N• 5 3I?8o VC, • 4 11( I 4s'itote.., .4& to t o, c, i'lz"ed,e4a r� .� sjoz&o 5 "041 4 164 1/4e.0 o , c, Li.i:u>a i •Si4'uw.xlLifiy' a. w -- +ati�tibic+,.'i:::ssC a'uikarkt./...,; .� -,µ. • z UJ J U U O co 0 U to co ujO g w ` 0 Z F V 0 ON ` . 0 F w V .' u_0 • _ Z. UN O � Z .. J ' C JAMIESON CONS. .ZING 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 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 a = 39K' d=6" /s= 4s'c1 //u= /.99 I/=575' NAME OUTPUT UNITS EFP # /ft3 Cf 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 NO VAT SL/2)/r(l& /46 S`P4/Js f/ Z1 Z. NVT OF P /VV ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft Ks 4.3/A1 Z - JOB NAME JOB NO. BY DATE SHEET NO. OF 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 (z,/ !�- TOP Total weight on footing Ultimate moment for concrete desi Soil weight on heel (120 pcf) • Weight of wall Weight of footing / • • till E1 l 11(/D,c, ei c, `Y / 4L, - ebrc, 4kei-x3LOt@8foc, ( (5) catir , U co vow; g -7t u- at; = F w 0 ! zt— U13 O V ` ti • Z' � z 0 ~ z C JAMIESON CONS' _TING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803 -3289 INPUT 35 0.267 9.17 50 0.67 0.83 1.00 3.67 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w toe heel H Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 10.00 5.34 1,854 1,885 1.78 2.01 3.56 1,750 236 2.950 5,833 17,206 7,647 5,670 4038 917 664 3.50 1.33 2.67 1.33 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft �c= z5co is/ 40 Ks/ . / /u= 765'`' 5 0•47/JJ/ 4e 5 fitips e 14 /o'b,C, 43,(7 y 6175/ SGT SL D /NG FcoTinlJ OPA- 17 /VVr o Ph JOB NAME JOB NO. BY DATE SHEET NO. OF 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 � d el st • • • • () 4-4 To? ll( I (1 4th & /oaac, 14' ct012- .g -s to-c, 1 4 3 L0 " IO'Drc, ()i/ 4coAJ7 - I a„ (ivT5) rw . U; .00 . Ci cow; J W O g -J J u_Q O � w Z I E H O Z H Ill uj. O -j 0 H ` 0 t 0 Z_ JC INPUT 35 0.267 JAMIESON CONSL:< LING Consulting Engineering & Project Management - -001 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803 -3289 11.17 62 0.83 0.83 1.50 4.67 TYPICAL CANTILEVERED RETAINING WALL NAME EFP Cf a w4 w t toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 OUTPUT UNITS 12.00 7.00 1,850 1,969 2.33 2.91 4.67 2,520 228 3.476 10,080 35,033 13,821 8,584 6260 1391 872 4.67 1.92 3.50 1.92 # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft 25COP1 40gsl , o K-5f 6145) / /3,S3 de" 4s- o,4/ 5 ((12 6o) BIND '' L"Foe 4/ 4 & 9''or c, / 4 7 K, I 775 410 41.gr R277416 spAN5 gov z, to" Nor of pA ' 1/r �, 3 tg JOB NAME, JOB NO. DATE COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing w BY SHEET NO. OF *#4 ro • `^I(ZllaL A- .0k5L9' & R be) (e) coo 10 4 - -8 (Nr5) WATTSUN 5.6 FILE: K: \ \KAA \ \99\ \99090 \ \9909021.WS Hpmeowner: Site: DUJARDIN PLAN # 2119 ,Builder: COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing ®15% Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description 1997 WA STATE ENERGY CODE COMPLIANCE REPORT REFERENCE 442 8.75 Floor R19 vented Joist 16oc Glazing @13 * *vinyl clr /air Doors Wood 1 3/8 ", solid flush AG Wall R13 STD Lap Wood Ceiling R30 blown Attic STD baffled Infiltration Standard Air Sealing Struc Mass Light Frame, Sheetrock walls Analyst: MATT MERCER Jurisdiction: Utility: House Type: Single Family Floor Area: 2119 ft2 Weather Data: Seattle, WA Climate Zone: 1 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. 90• 1f::&Q PROPOSED 425 Btu /hr -F 8.58 kWh /ft2 -yr Reference Value X U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Value U -0.041 U -0.520 U -0.390 U -0.082 U -0.036 ACH -0.350 Proposed UA M- 3.000 2119 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 07/03/80 HOUSE ID: 99090.21 Area = UA 1226 50.3 317.9 206.6 38.0 14.8 2035 126.2 1226 44.1 17130ft3( 109.7) Reference UA 442.0 X Area = UA 1226 50.3 281.0 146.1 38.0 14.8 2072 169.9 1226 44.1 17130ft3 (109.7) 425.2 6357 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/03/80 FILE: K: \ \KAA \ \99\ \99090 \ \9909021.WS 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 Solar Access: GLAZING ORIENTATION PROPOSED South 70.0ft2 Southeast : East 70.0 Northeast : Eff S Glz: 4.3% Location PROPOSED Gas Furnace DEFAULT 78 % 61 % 0 Vented crawlspace Attic or garage 0.60 27814 Btu /hr 6778 Btu/hr(24) 34592 Btu /hr 52000 Btu /hr (150 %) 90 MBtu $ 504 Integrated Spot & Whole House 0.0 () Btu /hr tons ( ®125 %) kWh /yr Partially Shaded Avg Rvalue R- 8.0 R- 8.0 Surface Area 423.8 ft2 84.8 ft2 PROPOSED North 71.0ft2 Northwest : West 70.0 Southwest : HOUSE ID: 99090.21 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 2 IV v�. (00 our 9 N W 111 0 IL Q N 0 O . z p O :. Z F-r W O N. 1- ; ILL V 0 ; ma z I Kappler JOB NAME: JOB NUMBER Copyright 1994 Associat ^s Architects Dujardin Development Fosterview Estates Plan 2119 DATE: BY: 9/20/1999 99090.21 MJM WINDOW TOTALS ROOM I NAME WIDTH (IN FEET) I HEIGHT (IN FEET) AREA (IN SQUARE FEET) I QUANTITY (HOW MANY) I TOTAL AREA (IN SQUARE FEET) TOTALS (IN SQUARE FEET) MAIN FLOOR -; LIVING 6.00 4.50 27.00 1.00 27.00 ENTRY 3.00 0.83 2.50 1.00 2.50 DINING 5.00 6.00 30.00 1.00 30.00 KITCHEN 4.00 3.92 15.68 1.00 15.68 NOOK 6.00 6.66 39.96 1.00 39.96 FAMILY 7.00 _ 5.50 38.50_ 1.00 38.50 TOTAL MAIN 153.64 UPPER FLOOR M. BEDROOM 7.00 4.00 28.00 1.00 28.00 M.BATH 3.00 3.00 9.00 1.00 9.00 BEDROOM #2 5.00 4.00 20.00 1.00 20.00 BEDROOM #3 5.00 4.00 20.00 1.00 20.00 STAIRWAY 2.00 6.00 12.00 1.00 12.00 OFFICE 2.00 2.50 5.00 2.00 10.00 OFFICE 7.00 4.00 28.00 1.00 28.00 TOTAL UPPER 127.00 SUMMARY TOTAL GLAZING SQ. FT. 280.64 TOTAL HOUSE SQ. FT. 2,119.00 Glazing % 13.2% 7/5/2000 9909021 - Glazing.xls U U co o N W . N LL' W O g J � LL < N d ; I--UJ Z �• 2 M gy uf ,o E-? _0 . r~ O W z O • •• • • .teik`P.•■::;:1 . . • • . . . ERRA ASS.00I AT ES, hC onsultantsin Geofechnical Engineering, Geology . • , . • • • • and. ' Erlyirorirrientay .Earth Sciences •• • •• AnellOMNIMI.1/ • : • Project No. T-1.515-2 . • • • •Mr. Bill Fowler . ' • • • • ,Dujardin. Develbpment Company P.O.. Box 1059.: . .. • Snohoinish, Washington 98291 • • • • • • • • Subject: ' : Final Report • . e • .. • • Earthstvork.ObservitiOn and Tcsting . • • FotteivieWEstaleg, Lot 32 ,. • . , ; . Tuktvill, Washington . • • i . • . • • I •• • ,••• • I • I . . • . • • • . . • • • • • • • .R.eferenCe: Plar,'Reviewi•FosterVi, Estates; I,ot 32', Telia Associates, Inc., dated "iviay 12, 2 . • •• 6 . • . . • . . : . • •• • • • . * 0. • 2 • • • Dear Mr.•FoWler: • '• • . • .. 1 . • . • . : . . • , • . . • • • • • i • • • • • • • • • • t • • •• • •• • •• • As riquested,.. we .provided' intermittent earthwork. observation :and ...testing services during grading and 4 • construction of 'foundation's for Lot'32 of FosterView Estates in Iikwila. The purpose of our work wag to •vprify that the .geotectinieal engineering aspect's; of the Project . were completed in accordance Nit h . iec o ram endatio n s . , outlined in the referenced plan rcview letter and Kappler Architects' construction drawings. • • , . . . , , .... • . . . , ,• .. , . •• Our services on the project consisted of observation and testing of the following elements: . • . , • . . trtictu ral fill placement and compaction.. •• .• Foundation subgrades • • ' .• • Gana floor'subgrades • Pa.vementldriyeway subgrades . • .. Based on our' field 'obiervations and test results, it is our opinion that earthwork and .foundation construction on.. • • . Lot 3,2 hai•been pit:pared in generl.accOrdante with project specifications and 'reconirnendations provided irr the • referenced plan review letter. Touhdatipa subgrades ebs•ervcd by our firm will provide satisfictory .support for • footings Using a 'bearing capacity of 2,000 pounds per square foot (Pg). We hayc enclosed a• copy of' our field •memo delineating the foundation Subgrade' conditions rioted during our site viSit. . • • . • • .11MIMMe .• • 12525 Willows Road,. Suite 101, 1(irkland,'Washgton•98034 ' • • • Phone (425) 821 Fax(425)821-4334 • terraaterra-aiociats.corn • . D2s000 Igo • • • • Mr. Bill Fowler December 15, 2000 . ficall for the use'of Dujardiit,Development Company ,and This work was performed ar1'd this letter'prepared speci y their :authorized•representatives:• ' " uestioris' or require on re ented' is sufficient for your ••current needs. If you, have, any q . We tn;st''ihe informati p � additional information 'please call. , , • Sincerely yours,, ' • TERRA ASSOCI.4TES;aca; Bernard P. Knoll II,/ l ,T Staff Engineer. . Anil Butail, P.E.' 'iii+ Principal. •' • , • � E? 1?Igio1 • • • • • BK/AB:ae . • ••• • : •. «.:.._ ---- • . ' Encl;' • :Footing E Reports ,(2) cc; •. Mt. John kappler, Kapplci • • • • Project No , T- 1515 -2 Page No. 2 .• . , 1.2/15/2000 11:42 FAX 425 821 4334 TERRA ASO..IATES • • OA1;E FOOT INGSEXAMINEO. 5' U - q . PROJECT NAME :' „ — EE s � CONTRACTOR: • DESCRIPTION OF FOOTINGS CUVERED THIS REPORT: . • FOOTING EXCAVATION • • EF.' -iri6 A�Pc rt`7 C Inc. '• � �� TERRA . ASSO � • Geotechrtical Consultants 12525 Willows Road, Suite 101, Kirkland, Washirigton'98034 Phone: (206) 821.7777•• FAX (206) 821.4334 • • • FOOTING EXCAVATION EXAMINATION REPORT (DT PROJECT NO. I SI PROJECT LOCATION. tnKW1�1 - -' REPRESENTATIVE G \ '/ ,>rls7�An - • .FIELD CONDITION5.N0TEC • , ■IIIM■ 111■1•1•rir • • I” X G i � aN 'r t�2� ��,1nlnP�;1,?n � 5 � , � .. • • A■Nri P 6' 5,lr /,n.• 'Pn -� • Rim �, C UP • , 65t rt,En • TO A'/ • +J • • co sr . ,✓S &.5' c r • . NOTES: �� � • ' , ' • • ITS .I CRl� S peg r.).. r.).. �kaT 11-1 <' ' 6 • G a GIN w' 2�F • ' F :> r1,.Y1 _ ... Lar s! 3Z ARP. ' Our representative has' only the footirn Ada ononsonse pa s wQ The results' be b ro y , a are only valid ' for a p eriod ot.a8'nours,, If any ctiange in Abe subg 'soils observed in foundation area's due to'constW tion activity or rainfall 'should be removed' prior to concrete placement, . COY TO: . o�n-.r r SIGNAI'UAE • • .25 ... & - ;ao /2F - TERRAASSOCIATES REPRESENTATIVE • • 0 O to 0 W W J W O }r i g co 3 _ CI F- W Z law ui U CI Off i■ W W U 1 LL. N` z L4 /14! .UVU 11:•1.1 rr►.► CO 0:1 •44.3.1 • CKN•1 n a aun.• rrstca • TERRA ASSOCIATES, Inc. • •Geotechnical Cons ,Rants ' 12525 Willow3 Road, Suite 101, Kirkiand, Washington 98034 • • • ' Phone:.(206) 821 - 7777• FAX (206) 821 -4334 • FOOTING EXAMINATION REPORT DATE FOOTINGS EXAMINED .)‘$‘ I-4 ' 2o• zjran ••PROJECT•NO PROJECT NAME:' a5 + t R VI E PROJECT LOCATION: -� 'CONTRACTOR: :REPRESENTATIVE: , '( DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: 37 2 .• • • • FOOTING EXCAVATION • t) (.+NVI;T1ON) FOR. • roVnr,c. • Jblt:S rx ?a.5Er) ARE ll`_,JS rQR Lt = fp.rtv.:1 I.rslnEirc.E• ■ • S • MPTe 1 • I'ZE.r 4I:1D rQ71r.. • JUTt/J �J15dIli17E• Paver` - . 9•0 FIELD CONDITIONS NOTED NOTES: AS PJ^J w�trro 6 HA,t "UHF SJt3GR.q QP— 5 xPoS • .71-16 24 Ps F 32..• CAPPrL. 1Y7 SION.ATURE • • • • ,,;h n Pr+ 1 Lr PP JOF�S TERRA ASSOCIATES REPRESENTATIVE -or COPY TO: • WJU11 ^• IT'S.. • TEJT - ^ 4") S '• c.Nl,uwn: 1rr 14.16.5' Our representative has, examined only the footing exoavahcrts above. Tne -esults Iris e are only valia for a period of 48 hours. It any change in the'subgrade Conditions occurs. we sno.ild be promptly nbtilied• Any loesenei 'solla ooserved in foundation areas due to construction oc rainfall sr.culd be removed prior to concrete pla:ement Q , U O to 0! to W w 0 Z ' Z I— ll! Li V 0. O NI gip _0 WZ CO 0 Z Dujardin Development Gary Bumstead Project Manager PO Box 1059 Snohomish, WA 98291 RE: A35 clips not needed at overlapped plywood shear walls. Sincey, % CC: Dujardin v ens .'St er, A Kappier Architects F.S. J If ; 0 111 (1 j C 0 III • I' 111 1111 1 /1 •.t ' ti Dear Gary, The A - 35 clips shown on our lateral detail sheets are not required as long as the plywood sheathing joins at a common member. These common members are between the mudsill and the rim joist above, the top plate, and in the rim joist between floors. I understand the plywood diaphragm joins at these common members. The lateral forces travel through the plywood diaphragm into the common member at the plywood edges and then back into the adjacent plywood diaphragm. Therefore, there is no need for an additional transfer of lateral loads through the A35 clip. See the attached revised details showing these 'conditions. If you have any questions regarding this matter, please don't hesitate to call. •■■ rt: `I M _r 4 1' February 28, 2001 14311 5E 16th Srreer . AeMvue, WA 96007 1.S00.886.451; . (425)541.5320 ..fax: (425)641.5318 wwv.fiapyfer(wrneyians.corn L GSS NOTES: 3/4' =1'-0' TOP PLATE NAILING PER 5NEARLL'ALL SCI4EPULE BOTTOM PLATE NAILING PER SNEARWALL 9G1-IEDULE TTP. TX FLOOR CONSTRUCTION EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS Kappler Architects, P.S. 14311 SE 16tt1 ST. Be 'ewe, Waerigtt7l 96007 (425) 641.5320 '" Fat (425) 641.5313 10 d • S ot. PLYWD. TO RIM JOIST JON PANEL EDGE ON COMMON MEMBER PANEL EDGE NAILING NTO COMMON MEMBER IR SCNEDULE. TTP. EXTERIOR WALL CONSTRUCTION WIT)J WALL 51•EATNING PER SCHEDULE BLOCK PANEL EDGE PER SCHEDULE 17610 - 06100.02 11610 - 06100- 02_TJI 2 -13 -01 .....w...,..n. ..w........star WAYMNMCe1RMP%RPAAWM1 +.•s*tw.Hrwa.rnSaKiUM tt%YVqffaMIiSeRYkheXOs}Pta. CO w w o Cy' w Z E 0, 0 N+ jG w w Ut 0 :. !lJ Z UN 0 ~ DOCUMENT TITLE(S) (or transactions contained therein) 4 i t 1 it f 2. SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: -- N/A 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 uitt INSURANCE CO MPAPPf has placed the document of record as a customer courtesy DUJARDIN DEVELOPMENT COMPANY and accrpts no Ilablllty for Ih§ gnu ft t Validity et • Additional names on page of document LEGAL DESCRIPTION (abbreviated i e , lot, block, plat or section, township, range) Portions of Government Lots 2 and 3, Section 15, Township 23 North, Range 4 East, W M , Portion of Tract 67, Riverside Interurban Tracts, Vol 10 of Plats, Page 74, and Portion of Tract 19, Fostona Garden Tracts, Vol 9 of Plats, Page 95, in King County, Washington, also known as The Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065 • Additional legal is on page of document ASSESSOR'S PROPERTY TAX PARCEL/ACCOUNT NUMBER 4528E449083) See Attached • Assessor Tax # not yet assigned 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 1WF DUMARDRNFOSTER2NDAMEN D JMO.DOC 03/14/2902 14,32 KING COUNTY, yq me • SECOND AMENDMENT TO DECLARATION OF z PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS CC W FOR FOSTERVIEW ESTATES, 6 D '. • A PLANNED RESIDENTIAL DEVELOPMENT c) 0 co 0 w . J co u_ u i 0 This Second Amendment to Declaration of Protective Covenants, Restrictions, g Easements and Agreements for Fosterview Estates, a Planned Residential Development (the u. a "Second Amendment) is made this 1 day of `tr A 0. , 2002 by Dujardin d : Development Company, a Washington corporation ( "Declarant ") z _ CHICAGO TITLE INSURANCE COMPANY z �' has plated the document of record as a customer courtesy z 0 0 and the RECITALS AND DECLARATION accepts no va ll( for al ILI the accuracy 6r validdlr of > 0 Ow *mg A Declarant is the developer of the real property and improvements thereon legally o o �, described in Exhibit A (the "Property"), commonly known as the Plat of Fosterview Estates The w w Property is compnsed of all the real property shown on maps recorded with the King County 1 under Recording No 20000505000735, Volume 194, Pages 062 -065 z B Declarant previously recorded that certain Declaration of Protective Covenants, x Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential z Development (the "Declaration ") under King County Recording No 20000505000736 The Declaration was previously amended by a First Amendment to the Declaration (the "First Amendment ") recorded under King County Recording No 20000505000737 C As the Development Period (as defined in the Declaration) has not terminated, Declarant under the provisions oldie Declaration as previously amended, has the authority to amend and wishes to further amend the provisions of the Declaration as provided herein NOW, THEREFORE, Declarant hereby amends the Declaration as follows 1. Maintenance Responsibilities. The Fosterview Estates Homeowners Association. Section 5 1 of the Declaration is hereby deleted in its entirely and replaced with the following Y1Wp\DUJARDU WO T2R2NDAMENDJMG.DOC 2 ^, ?�1^.,$3:rip'^. ..-, . � wm. a �.. � .M.. »;r.no- .naa.e., - mks � * �„ ^«•.i�rbyna rY� cc" rn 0 r 5.1. Association Responsibilities After termination of the Development Period, the Association shall operate and maintain the Common Areas as required or advisable The responsibilities of the Association shall include, but are not limited to, the following and 5 1 1 The cleaning and maintenance of the water courses on Tracts A and B; 5.12 The maintenance, repair and replacement of the fences around and across Tracts A and B, and 5 1 3 The maintenance, repair and replacement of the french drains in the Common Areas as shown on the Plat Map, and 5 14 The mamtenance, repair and replacement of the retaining wall and its associated drainage improvements located along the north boundaries of Lots 1 and 2, and 5 1 5 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along south boundary of Tract B and South 137 Street, and 5 1 6. The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along north boundary of Lots 13 and 14 and the Private Drainage & Pedestrian and Public Utility Easement as shown on the Plat Map, and 5 1 7. The maintenance of the trails beginning at the cul de sac end of South 137th Place to and along the North boundary of the plat as shown on the plat map. The Association may provide such additional common mamtenance that it determines to be m the best interest of the Owners 2. Maintenance Responsibilities - Retaining Walls. A new subsection 5 2 5 is added to Section 5 2 of the Declaration as follows 5.2.5. Retaining Walls. The Owners of any lot on which all or part of a retaining wall is located (except those walls specifically referenced in Sections 5 1 5, 5 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 1W DDUTARDIN OSTER2NDMtEN D A(O DOC 3 O - ertnnontnnOD7! 4'RMWM7neWffMntrrrnnon !!' nm in'n`.^tton4.nnnifv+'nnnn.n ,,, » *m�.sn�w,.n•ss, ny,,• s.. xx+sa.:.�u ryw.. yw,; n; �: a. n• �rny+�.wn�r+!M'raa+e2.,KyufC.NArt Maintenance, provided the Responsible Owner shall fully restore to substantially its ongmal 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 m full force and effect and are hereby ratified by the Declarant DECLARANT: (Punted Name) Its Aie.S, ale s* STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me )O.j O WeuleS, to me known to be the I %oe my 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 therem mentioned, and on oath stated that he was authonzed to execute the said mstiument GIVEN under my hand and official seal this /3 day of / /m nieGt4 , 2002 Y 1 WPIDWARDAVOSTER9NDAMEN LUMG DOC Q O%tATH o* ossIO NOTg „, N '' ' 0ueL :y ti" 3- r -20 SO Jtni` o t}n -1 )41eetsdn (Print Name) Notary Public in and for the State of Washington, residing at SreR 1 My commission expires 3 -I S -0 3 4 ture) CI IICAGO TIRE INSURANCE COMPANY has placed the document of record es a customer courtesy and accepts no habihty for the accuracy or validity of the document. z re 11 0 O'. N 0 : V) w O g Q • D = d I_ W I- O Z ~: U 0' O D 0 I— = W , - O Ii Z O ; 1 EXHIBIT A LEGAL DESCRIPTION Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065, records of Kmg County, Washington. Y W /P∎DWARDAN'OS ER2NDAMEN D IMO DOC 5 CHICACO TITLE INSURANCE COMPANY has p' :ccd the document of rccnrd as a customer courtesy and acccpts no habi6ty for the accuracy or vandrty► of the document, co 0 . cn uJ cc w o J r u . N 3 = C 0 ' w w 11: O' W Z ' V N 10 `. ASSESSOR'S PROPERTY TAX ACCOUNT NUMBERS 261200 - 0010 - 4 261200- 0020 - 02 261200- 0030 - 00 261200- 0040 - 080 261200- 0050 - 05 261200- 0060 - 03 ,;es 261200 - 0070 - 01 °' 261200- 0080 - 09 o 261200- 0090 - 07 -� 261200- 0100 - 05 261200 - 0110 - 03 c 261200- 0120 - 01 N 261200- 0130 - 09 261200- 0140 - 07 261200 - 0150 - 04 261200 - 0160 - 02 261200 - 0170 - 00 261200- 0180 - 080 261200- 0190 - 06 261200- 0200 - 04 Plat of Fosterview Estates Lots 1 through 40 CHICAGO TITLE INSURANCE COMPANY has plead the document of record as o cusiomei courtesy and dcrepts no liability for the accuracy or validity of th ®documttM. 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 . rt W 0Oi �w o a Q W U O; . - ; 0 i u_1 u) z Duane Griffin City of Tukwila 6300Southcenter Blvd. Tukwila, WA 98188 Dear Duane: August 18, 2000 Surely, 4;iticua ARC 1111 [CTFS PS Should you have any questions or comments, please do not hesitate to call. your c o m p l e t e l i ()me pia it it i11. r e s o u r c e RE: Substituting fiberglass fibers in the concrete garage and basement flat work in lieu of welded wire fabric. This letter is to request a substitution specified in our drawings. Our drawings callout in the garage and basement concrete flatwork, 6X6 welded wire fabric. We feel that substituting .this welded wire fOric with fiberglass fibers will provide a superior product,. We would therefore like to request this substitution in all of Fosterview Estates. Additionally, we callout a capillary break in the form of crushed rock underneath the concrete flatwork. Our site has an abundance of recycled concrete which is crushed to about the same level as crushed rock. We therefore plan on using the recycled concrete as an equal product to crushed rock. I would appreciate your consideration in the above matters and look forward to your response. John Kappler President /' lz ` e r, r f r1d hill 11,C1��'� 1, ✓i ✓� 't�1 p c01;11 ?�H., 5e(E15 fi��r�'� * bio-5 cc,r flu t,the fckb?.r" I.' u, 2Y`,�• .1 71c 5 Lrrtt (1.1901.(f 5ut�,l.{�( �Y�rS�L�! t^ccl' (-15 (1. RECEIVED ^.ITY OF TI. IKtnn AUG 2 1 2000 PERMIT CENTER i Qa() br-t0,1", , I etS' d �I „ }C hut) 11, � � L- L � Y1 ,�L�.1��) c r r T9c.t 1.halti,''8• i 1i. 14311 SE 16th Street . 'BeOEevue, W% 98007 1.800.888.4517 • (425)641.532o . fax: (42 5)641.5318 ww%v.kaypfer(omeycnns.com Syr IJ dF 1.15 (.t.'I'Ifr-G � hq� r �c d /1e LL:00 /c,( a le) A} LL , Cu::a&l 2 :uaiiw I., mew W ,.T�..wE.s.w:Lt�a�.'. : O9si ;ua4X.id9�4awti+o.d::i:ILwNSt;:' I t i o ILI 11J 0 N ; 0 I- 111 O ti 0 Et z .. '3 1) /L BUILDING DEPARTMENT LEENDERS DRYWALL, Inc. LEENDD1099PA 413 B 19th St. # 166 • Lynden, Washington 98264 (360) 354 -4629 Estes Ac Tr�7w,e, 4'") U,J /i■:- iitcKC) ,� - .31-760-5- / Unl 4 Lvs4C C.5 5 J7 71 c-t)1 361 31 00 05:08p Penhell gon Associates Consulting Engineers, Inc. Engineering Planning Surveying Mr. Dave Larson City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 P' PM99606.10tdocs A7] 1 Dc veLonon.wpd Federal Way Penha11egon Hssociates 425-827-5043 p.2 July 31, 2000 Subject: Staking of Home Foundations at Fosterview Estates Regards, "OL PENHALLEGON ASSOCIATES CONSULTING ENGINEERS, INC. Ben L. Ehrich Project Surveyor Kirkland 750 Sixth Street Soulh • Kirkland, WA 98033 Okar 40 ,D2-090 -/ 5 `/ ic9 Zoa r /SS Dear Dave, On Friday July 21, 2000 our field crew was on site at the Fosterview Estates and staked the home foundations per plan on lots 32, 33, and 34. Locations are based on Kappler Architect Plan Sheet P2 -9 dated June 3, 2000 as established from the existing plat monumentation, please feel free to call if you have any questions. CITY OF RECEIVED A — 2 2000 PERMIT CENTER Cle EN m :WeLi likti is a wwvu.n:: acx ;+ au >idt:, CD Lift 9 J'+ • at • cy z W ` K! 0 U 0 . AO ( 0 F_-, ICJ — z Date KAPPLER ARCHITECTS, P. s.. 14311 SE 16" Street Bellevue, WA 98007 Tel: (425) 641 -5320 Fax: (425) 641 -5318 10 0 Number of pages includi cover sheet 4_ To Grty -TOk'°tU4k From: Projec ` , CA n_ 2- 'Name �/' /f Project x 'PectA t? 'Loon -150 arse 'Fax # 7I:C0 4l .CC: ❑ Urgent 411 For your review ❑ Reply ASAP ❑ Please comment ❑ Fax # FACSIMILE Kappler Architects Phone (425) 641.5320 (425) 641 -5318 REMARKS: Hard copy to folloW 3r tg « 7.7.00 10�► 1 t r GiAt 2v c via pedtmou.ik s GV "C' +1/4t- _ kothritts c,v f. cw &uvG( 'm c k& of - Ebtoektom roc, r -Hi I 3 Wit: C 034 Attsw crvic grpt fit( 9vD44--ot CONFIDENTIALITY NOTICE: The material cunt "ned in this FAX transmission is private and confidential an% is intended only for use by the individuals on this sheet. Use, disclosure, copying, distribution or reliance upon the informata..n contained in this FAX by anyone other than the individuals named is prohibited. If you have received this FAX in error, pleas,. notify us immediately by calling (425) 641-5320 and return the original transmission to us at the above address. Thank y13. ;. 1 WANSIONIC __DRIVE1AOMNDATAIADMIN\KAA TsmplatesWewFax.dot z W' U O' 00 i N W w CO U- W0 u. N z v H W z � zo w ui 0 O N 0 H W W . -O w U = . O I z June 26, 2000 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -150 Fosterview Estates — Lot 32 13712 — 42nd Avenue S Dear Mr. Kappler: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments at this time. 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 -150 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206 - 431.3665 P!•P'wYPi t i. '- `•.....PMMIPM4..I.F.?RtMM44..a . mWeaealsteeietat R' ...V.,n ACTIVITY NUMBER: D2000 -150 DATE: 5 -25 -2000 PROJECT NAME: FOSTERVIEW ESTATES — LOT 32 SITE ADDRESS 13714 42 AV S XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Buii'ding Division *LOG (o -Zte l c Works � / Uia/Y DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUT G: Please Route REVIEWER'S INITIALS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP r'la Fire Prevention A C , (o z -1) Structural Incomplete U Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: vwaoutt.00c Srrl CORRECTION DETERMINATION: Approved n Approved with Conditions n REVIEWER'S INITIALS: No further Review Required Not Approved (attach comments) Planning Division 44.,. 5 -CO Permit Coordinator DUE DATE: 5 -30 -2000 Not Applicable ❑ Comments: DATE: DUE DATE 6 -27 -2000 DUE DATE Not Approved (attach comments) n DATE: Action: De'ne.S c62. Date: 6/23/2coo o o Reviewed By thilNNa• SPENCeied u w0 PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION ua =., CODE REQUIREMENTS COMP PLAN CIP co w ` OVERLAY PROGRAM MISC. STUDIES MAINTENANCE NEEDS ? ~ ' z 1- RFA WD 125 VAL -VUE W ui PW STANDARDS PRE -APP PROBLEM AREAS o - ` = V 1) Private dritiewass Oh IN'peri es Oil die • downhi // side - o o any road or 5 6hQU2d ha,vc 4. bench or 3/0/fP.4i w N U d r,¢in hsfio!led across flies emfi re dr; rec.) cai aGth, o z _:. 7-) ?rookie e,rilt hi od, 9,042,14A : eu 5 o/ ea d2.4,I eu, 7,d5 01 , e& 767 ep,cet. 1 . 3) Based on exisf1n29 e p w f osed r ohfo,rs ;-6 appears z h ai rims of e,68,1 5horm dracn age c .4os;416 &hail be `5.ed - 8) , s4.1e. Gx,1 C& if ,4I »;415 are, 7:1,e / ea, 1,011,c;cli, al low •4 - &he rna•ximct un dep ii- ..Ach,,, .'le Al-asitapeace (rim) fo 6he pipe i vert iv be S FT, for eiepiii, Q . /k pipe i4 2icc� ' SFr C.A7 '/ 3is' /N 7 7P 2 c she.2& b e - .tcsed — d e t a i l , 1 0 5 - 2 2 (2, i died. 4) ?/ease i'vc cop- o pate aee, awe r' s ( te o spoi.t.> dtscu.ssed dw'i di.r�ri (� 2 n7 e w; P t) ? /ease. 04'1 5 h& 4 o 1. o/ FE6tervi•2, -,) 6j72-/es pis:: W h i cGU 5 peee5 at,ce ccvn ch hoPis o, p /Qi- deg /e evc/ _a,cd-... A `,�i44. PA,__ OR1e.N3AM_Ra „,q...w..._... ... *. m• .+ rvnwr. rs w .. 14 :tM+ R* d NfMMhdtlYlS Rf i PUBLIC 'WORKS PROJECT REVIEW COMMENTS Project Name: Fcwjer Location: ZDtt 32 File #: D2Co0 - / 5O. Q 2 coo -/5 1) ZC O - /55 Date: 1 lJ " " City of Tukwila ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued Summary of Revision: John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: P7450 — (60 Project Name: .RIVPUIFC0 t Project Address: l 31 14 1 itt-e. Contact Person: Phone Number: • 532a CDMIAIWIS OF f'(15(c taste RECEIVED CITY OF TUKWILA ber(s): highlight all areas of revision including date of revision JUL - 6 2000 eceived at the City of Tukwila Permit Center by: )1 l l tYthe PFRMIT CENTER Entered in Sierra on 7-- 6--00 06/29/99 0sithcenteam ev „SOte , „0 ,Tul wila, glaton 98188 L4206J . 431-3670 • fax (206) 4313665 • iI co 3 I.O Z 111 LU � o U O - 0 I- w 0 W Z oft z x City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #D2000 -150 (510) June 1, 2000 Re: Fosterview Estates - lot 32 - 13714 42nd Avenue South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The minimum fire flow and flow duration requirements for one- and two - family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) 2. Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575 - 4404 • Fax: 206 - 575 - 4439 - • - • . o .e comp a e. . y applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): /3 7- / .‹, i) d, la1/e L...)GL j Lo 6 ,3, Oi lit iirlrrntarmatloh .h_ .M:K% ;V, k - .4 ; Y M4 ,AffiEWit3btit t Pot':s'oii p,* >Or ytiz r +W „r Name: Ol>`` 02)(elOpnn - Name: Kafir pier i -e Address: Address: Phone: y-as - 334 - 31.B Phone: 5 - c 1 -5390 This certificate is for the purposes of: B Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial /Industrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and meter size(s): 5/3 )( 3)4 11 O t\ Q_ CI Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): v,l U, J e D i 5 1 cir go. las Owner /Agent Signature: f J 1 s Date: G a-ciu RECEIVED CITY OF TUKWILA CITY OF \ JKWILA W' 2 5 ? Permit Center 6300 Southcenter Boulevard, Suite 1 u, u k w i l a, WA 98188 Telephone: (206) 431 -3670 1i -11a Certificate of Water Availability PROJECT #: IFor rVlet a, b W Required only if outside City of Tukwila water utility district) PART B: (To be completed by water utility district) The proposed project is located within T Ccv i I 1C -A' (City/County) The improvements required to upgrade the water system to bring i s ' to compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) Based po the improvements listed above, water can be provided and will be available at the site with a flow of pU gpm at 20 psi residual for a duration of 2 hours at a velocity of fps as documented by the attached calculations. I hereby certify that the above information is true and correct. %?& a') gaol au a q ll- Agency /Phone By Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone By Date z ~ w tr 2 • 00 w = F U) u_ w u. j (1) d � z �- 0 w ~ w 0 � 0 ( � w 1- u. O ..z w co O ~' z Part A: (To Be Completed by Applicant) Purpose of Certificate: IN Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone • Proposed Use: ea Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: DwAlazi IJ D� _o,,p v tYT Phone: o .- -- -3 3 --• �=-0 , Property Address or Approximate Location: I s \`t �, Y /, . • j Legal Description(Attach Map and Legal Description if necessary): RECEIV E q e . ! vu'_ 2 CITY OF TL I Part B: (To Be Completed by Sewer Agency) 1. a. Sew r Service will be provided by side sewer connection only to an existing (, size sewer 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. al 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: $ �'j+:0 . ft3 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: look l 'WORKING TOWARD A BETTER b VIRONMENT \ SEWER DISTRICT 10 14818 Military Road South P.O. Box 89550 Tukwila, WA 98168 Phone: (206) 242.3238 Fax: (206) 242 -1527 H'll CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY GI 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 frgln he date of signature. By ... � i r�t�t�•'! u�..."" �.^ �' Z{ I �" LK: d' L:! r. 4» ifa_ cey� :.i fs / , 3 1 V(70 Title ate D z000 pS':^" �ro + .rv^Y^rHaw+; «;:y.cwyx: WILA 00 ITER SVOW 9' • e: z re w 0 to 0 W =. J H.. w0 u. J S 9_d Z O ` Z 11.1 uj U 0 0 co 0 I— I " w; O • z `. = ' I 0 - z a FOSTERVIEW, TUKWILA WA DUJARDIN DEVELOPMENT OWNER / DEVELOPER DEVELOPER - DUJARDIN 9623 - 32ND ST. S.E EVERETT WA 98026 425 - 743 -8140 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 360.°.1 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 - AU 12119 104TH AVE N.E KIRKLAND WA 98034 425 - 823 -9400 CONTACT - JORGE ANGULO AL A21 A2.2 A3. A4. A5. A6. A7. DL D2. SL S2. S3. 2D r)0 C 8 FOSTERVIEW 'MATES DRAINAGE PLAN C -12 AS - BUILT SEWER PLAN FOSTERVIEW ESTATES C-13 AS • BUIL - WATER EXTENTION PLAN ARCHITECTURAL HOME PLANS (F ROM BASE PLAN # B2000-058) APCurrECrrriasr COvErgcuELrr 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 rDgrAi .Si LATERAL DETAILS LATERAL DETAILS LATERAL WALL SCHEDULE 50 CO MPAN PERMIT SUBMITTAL DOCUMEN LOT 32 ADDRESS: 13714 42nd AVE SOUTH TAX PARCEL I.D. #: 261200 -0320 PLAT ARCHITECTURAL PLANS Sht 4 of 4 PLO P11 P15 P16 P2.9 P65 APPROVED PLAT DRAWING MASTER HOME DEVELOPMENT PLAN PHASE A - HOME DEVELOPMENT PLAN MASTER ARCHITECTURAL GRADING PLAN PLAT GRADING COMPARISION FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT ARCHTTEr rURA. STTE'PLP_N - MIS 31 = 34 SITE SPECIFIC SECTIONS - LOTS 18 - 20, "31 - 34 SITE .SPECIFIC FOUNDATION DETAILS FOR LOT 32 g j 1� , . It\ v E a te` 4.,..k."'"°°°.- '3 ✓ • • f;�; ti e a does a or ordTa d drn�te � o app rove P tracto' By Date P 1.10 re of P t f con kn These plans have been reviewed by the Public Works .Department for conformance with current City standards. Acceptance Is subject to rrors and omissions which do adhodze v c' ns of adopted standards or The rc nsibility for the adequacy d rests totally rrth the designer. or er revisions to these dravnn s attar Mb laid this acceptance ;d: s ! d revised drawings Final acceptance is subject to field inspection by the PC .. -;s utilities inspoc:_ ,Date : 7/%7/2.. ,_., By: c. a" 000 z a a° z g r•5 U w cA5 ix ra 0 41 W 0 1 E- r34 o c0 ♦ 42 ! ' f a) ri • _ L CV m � cZt w AREA LOT 0 PHASE LOT 1 5 LOT A LOT 6 LOT 4 C EMI LOT 5 ilnIMill LOT 6 2 LOT 5 B LOT 13 LOT 9 LO T 10 NIEDIEll LOT 11 8 IIRAWII LOT 12 W LOT 13 lipMFAI LOT 14 9 3 LOT 15 A LOT 16 LOT •17 GOT 15 4 LOT19 c LOT 20 - - 'ELIO _ EL2 • - rdr3' as - .. . N73 102111 . as .. . I!7_.117- - . :2.62'. .. ANLIs`34E' :•. 436 • . -.. EL7 .NED `:51.21' -; z6.as 21�7s° CONDITIONS 7, CONSTRUCTION OF NV0IWDUAL HONES, INCLUDING THEIR FOOTING FOUNDATIONS, ETC. MUST BE ACCOMPLISHED IN ACCORDANCE YTTH THE APPROVED HOUSE 0MOMENT PLAN. 2. THE HOUSE DEVELOPMENT PLAN OUTLN4ES 10 AREAS EACH AREA IS TO BE DEWB.OPED IN THE CORRESPONDING CONSTRUCTION PHASE HOUSE DEVELOPMENT PLAN 3. ' THE CONSTRUCTION PHASES 901.1. BE DEVELOPED PER THE GEOTECHNICAL RECOMMENDATIONS OF TERRA ASSOCIATES OR ANOTHER CITY APPROVED GEO1ECHNICAL- ENGINEERING FIRM. 4. THESE GEOTECHNICAL RECGMMI 40ATTONNB ARE TO BE INCLUDED AS PART OF THE SUBMITTAL FE 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 FCA/NDAIIONS AND SLABS a CONSTRUCTION AREA AND PHASE PAW. N WAS S Flat S(AL STABILITY AND EROSION CONTROL BEFORE AND DURING HOUSE ISTRUCTTON. C. CEOTEC1INICAL 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, : DIE UNSUITABLE FILL MATERIAL SHALL BE OVER EXCAVATED OURING CONSTRUCTION OF FOUNDATIONS FOOTINGS AND FLOOR 'SLABS ADDITIONALLY: THERE HILL SE LIMITED EXCAVATION, AND REMOVAL OF THE UNSUITABLE SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40 THE SLOPE FOR 714E "UPPER PORTION' (SOUTH END). OF EACH LOT MIL BE FLATTENED DURING LOT DEVELOPMENT 10 ACHIEVE AN R1JNATICNN OF z5: T. ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVERED CCTNCRETE OR MECHANICALLY STABIUZED 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 PPERMiT, THEW GEOTEcHNiCAL RECOMMENDATIONS AS Wft.L AS A LETTER FROM THE GEOTEcHNIcAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASTE; GROUPED IN PHAES, THAT THE HOME, FOO1TNG AND FOUNDATION DESIGN ADDRESS AND FULFILLS THEIR GEOTEEciiNICAL RECOMMENDATIONS PRELIMINARY PLAT NO. L93 -0014 FINAL PLAT NO. L99 -0018 7. DU YG CONSTRUCTON THE CEOTECHNICAL ENGINEER 15 TO OBSERVE THE IAMIEMENTATIoN of THE HOUSE DEVELDRAIENT PLAN. Rag REPORTS ARE TO SE &>i THE) 7U THE an AND ID IT UDE A. TEWMARy ExCAvAT1ONS FOR C0'STRUCiTIlyl_PNi9SES AND MITTGATIO4 B. AWLEANDITATIONS 47F FOOTRIGS FOUNDATIONS RETAINING WALLS Al D FLOOR SLAB AND DRIVEWAY PLACEMENT ACCORDING" TO THE C:EOIEG74WCAL OAT S c , fit FEL AND PREPARATION OF IM (7016S7RUCT1014 PULSES ACCORDING TO ME TO A 'ADJACENT QTECHNICAL 8. THE GEOTEC IICAL P41* RI IS TO PROVIDE CERTlfCATION ON A LOT BY LOT BASS THAT WOE NT7flC HAS BEEN ACCOM181S4Fh� -IN ACCORDANCE N►TH DIE GEOTECHNIcAL REC NDATiO1VS. 9. EACH OWNER IN ITS PURCHASE CIF 4 • LOT 1TEREBY ACIDIO LEDGES THAT TWEE PLAT OF ProsTERMEAVISTA TES, AS `APPROVED BY THE CITY <TF. TUKNR.A, COMRTAiNS AR A5 O'4S ill , OF ST AIR =SLOES `'EAt�P ER 1#1 RY RELEASES 'VW 'arVIIF 7I*1W!A AM2 IPS OFFICERS` AC,1�.1V AND EMPLOYEES Mat ALL CLAD' ACTION ,CAUSES OF ACTION, COSTS ATTORNEYS'. AND TS FEES .0R PR0PERFY DAMAGE ANC Mau THE PRESENCE OF STEEP 5L liPES, VIRON TT PLAT `PROWuEO. THAT THIS RaEASE SHALL NOT AF CAMK. Mono NS CAUSES OF ACTION. COSTS Anossicw, *110 £XPLRTS' - FEES AND PROPERTY DAMAGE - RESULTING. FROM THE SE-OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF T7IHCNILA; ITs - AGENTS AND EMPLOYEES. P.M. #2304154441 =Q2.1 nits EAS€1E 4T ANT; TO THE ( Ti OF SEATTLE (HEREAFTER REFERRED 7Q AS GRANTEE 1755 R 'AND,AS TIE. "RIG lT. PRIWLEGE A11E1 AU714C tTY.TO- 96STALL. •tcosr,ci t G1 ALhil RPA DPERATE` A�FD's;A #I ;ELECT 1C, UNDERGROUND OSIRIBU71OY FA1 1TIES, -_ � bALTL7SS. `MANN0LES- CAS, ca4TAR4ETRS;- ft7I!XRtSr ,IIFRES OTNER'AECPSARY ON DONVEIREST APPtURTENAN ,10 MAKE SA/D UNDERGR AN INTEGRATED i C ELE SYS?EM. ACL Y:SE M ELECTRIC S IS TD BE LOCATED A - (0 C MI : THE FCTLLOWING DESCRIBED AND PREMISES STlA7EDIACTHE •COUNTY 0F" '(INC. STATE OF wASITINDITR. TO MT THOSE AREAS HEREIN N4TNN I14E PLAT [>F FOSTERWEW ESTATES IESTGNATED.AS 111111TY EASETEAI75 AND/OR AC:ESS`AND UTl1JTY EASEMENTS TOliETHER MFTd TFE **TAT.: AL `TRIES SUCCESSORS AND AS9 OF NIrf;PESS ACROSS AD.L4 NT LAS TTTNG- 71E THE PURPOSE LF VR$TA { pN^STRLjC'I REPAIRING 46JD f]PEALLTAYC- A40, ERIC F; i REMOVE ALL OR F T ERs ALSO THE RIC HT TO TTf GRANTEE,; IT'S TIMES TO CUT AN O 7HT1}f::8RU9L Tom= E GROA4NG UPON SA1 LANDS OR OF TINE GRANTEE N4 - laiTH A4 Ak THE SYSTEAs, COAMIT WT • 6 MF.VNACE- IT I5 FURTHER : COWIN 1 0 AND A EE0 TF HA2ANDS i ID P; BITTED `6 EASEMENT AREA NFTI4OUT, P RICTft' N6 P7EN `AI 1T5 SUCCESSORS AND ASS16 V5 T THAT. NO D PERMITTED MINN 7HE'EASEMENT AREA ' *Ill THE GIRAMTE& ITS ANO MESS FIIOM :SAID LANDS EiME17T AREA FOR I ATTTOLLIN ENI ZING 1 GTE 4 LT AT AAIY TIME TO 1M Ste' `,'SA!D LANDS 'pd AT: 'KIS -AVID As5IGNS. AT ALL T8 PI ANTS STA R NDING O 1 T1tNCH 1N 7IfE.OPINION UNQE OR OPL AtT ON OF 0111 TO SAID ELECTRIC O - STRUCTLR OR FRE 01 ABOVE DESCRIBED. L'FROM THE GRANTEE, ue. nr nnnec nn IN ANY MANNER DISTURB THE FACILITIES T TTIERR SOLIDITY- 4R UNEARTH ANY PORTION THEREOF,• AND THAT NO BLASI1NG 011 DISCHARGE " OF ANY EXPLOSIVES WILL BE PERMITTED 6TH114 FR (50)FEET OF SAID LINES AND APPURTENANCES THE PTY OF SEATTLE IS TO RE RESPONSIBLE AS PROVIDED BY-LAW. FOR ANY DAMAGE: 11! THE CONSTRUCTION, 'MAINTENANCE AND OPERATION OF SAID ELECTRIC SYSTEM ACROSS OVER. UPON AND UNDER' THE PRCJPERTY GRANTED 1N THIS EASEMENT OR ADJACENT LAND THERETO THE RIGHTS, - TITLLE, -PRP 1LEGES AND AUTH LTY HEREBY GRANTED SHALL CONTINUE AND BE 114 PLJRCE.UNTIL SUCH ITME AS THE GRANTEE, ITS SUCCESSORS AND ASSKR(S SHALL ' PERMANENTLY REMOVE SAID POLES WIRES AND APPURTENANCES FROM SARI LANDS °N, `1411 07M41 WISE PET ?MANENTLY ABANDON SAID ELECTRIC SYSTEM. AT wIlial TIME ALL -SUCH RIGHTS, TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE. pEOE ED O`iMOFTUMNNVA FOSTER 1EW ESTATES JUN. - 6 2000 A REP Z Or PEWIT CENTER A PORTION OF TRACT .87, RIVERSIDE INTERURBAN TRACTS AND AND A PORTION OF TRACT ;1 . FOSTORIA GARDEN TRACTS GL. '2 AND GL. 3 AND THE SW 1/4 OF 'TIE NE. 1/4 OF SECTION 15, T. 23 N., R 4 E., W.M. CITY OF TUKWILA, KING COLIN fl WASHINGTON RI. McD & OC C. LAND LI$E C ONSULTANTS /// ENGINEERS • SURVEYORS 4, PLANNERS -. MANAGEMENT 3605 GYkiIY AwmE WIE1T, WASMCTDI 11.(425) FA1 (420 DATE. f11D. Dwc L1r KMr . , 110. 95 SFIT. OT PHASE anfall 5 ffraral B .. - 6 C EMI r ilnIMill IM 7 IIIIII p firliliall NIEDIEll 8 IIRAWII A W lipMFAI 9 C EMMA iiiraEN - - 'ELIO _ EL2 • - rdr3' as - .. . N73 102111 . as .. . I!7_.117- - . :2.62'. .. ANLIs`34E' :•. 436 • . -.. EL7 .NED `:51.21' -; z6.as 21�7s° CONDITIONS 7, CONSTRUCTION OF NV0IWDUAL HONES, INCLUDING THEIR FOOTING FOUNDATIONS, ETC. MUST BE ACCOMPLISHED IN ACCORDANCE YTTH THE APPROVED HOUSE 0MOMENT PLAN. 2. THE HOUSE DEVELOPMENT PLAN OUTLN4ES 10 AREAS EACH AREA IS TO BE DEWB.OPED IN THE CORRESPONDING CONSTRUCTION PHASE HOUSE DEVELOPMENT PLAN 3. ' THE CONSTRUCTION PHASES 901.1. BE DEVELOPED PER THE GEOTECHNICAL RECOMMENDATIONS OF TERRA ASSOCIATES OR ANOTHER CITY APPROVED GEO1ECHNICAL- ENGINEERING FIRM. 4. THESE GEOTECHNICAL RECGMMI 40ATTONNB ARE TO BE INCLUDED AS PART OF THE SUBMITTAL FE 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 FCA/NDAIIONS AND SLABS a CONSTRUCTION AREA AND PHASE PAW. N WAS S Flat S(AL STABILITY AND EROSION CONTROL BEFORE AND DURING HOUSE ISTRUCTTON. C. CEOTEC1INICAL 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, : DIE UNSUITABLE FILL MATERIAL SHALL BE OVER EXCAVATED OURING CONSTRUCTION OF FOUNDATIONS FOOTINGS AND FLOOR 'SLABS ADDITIONALLY: THERE HILL SE LIMITED EXCAVATION, AND REMOVAL OF THE UNSUITABLE SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40 THE SLOPE FOR 714E "UPPER PORTION' (SOUTH END). OF EACH LOT MIL BE FLATTENED DURING LOT DEVELOPMENT 10 ACHIEVE AN R1JNATICNN OF z5: T. ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVERED CCTNCRETE OR MECHANICALLY STABIUZED 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 PPERMiT, THEW GEOTEcHNiCAL RECOMMENDATIONS AS Wft.L AS A LETTER FROM THE GEOTEcHNIcAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASTE; GROUPED IN PHAES, THAT THE HOME, FOO1TNG AND FOUNDATION DESIGN ADDRESS AND FULFILLS THEIR GEOTEEciiNICAL RECOMMENDATIONS PRELIMINARY PLAT NO. L93 -0014 FINAL PLAT NO. L99 -0018 7. DU YG CONSTRUCTON THE CEOTECHNICAL ENGINEER 15 TO OBSERVE THE IAMIEMENTATIoN of THE HOUSE DEVELDRAIENT PLAN. Rag REPORTS ARE TO SE &>i THE) 7U THE an AND ID IT UDE A. TEWMARy ExCAvAT1ONS FOR C0'STRUCiTIlyl_PNi9SES AND MITTGATIO4 B. AWLEANDITATIONS 47F FOOTRIGS FOUNDATIONS RETAINING WALLS Al D FLOOR SLAB AND DRIVEWAY PLACEMENT ACCORDING" TO THE C:EOIEG74WCAL OAT S c , fit FEL AND PREPARATION OF IM (7016S7RUCT1014 PULSES ACCORDING TO ME TO A 'ADJACENT QTECHNICAL 8. THE GEOTEC IICAL P41* RI IS TO PROVIDE CERTlfCATION ON A LOT BY LOT BASS THAT WOE NT7flC HAS BEEN ACCOM181S4Fh� -IN ACCORDANCE N►TH DIE GEOTECHNIcAL REC NDATiO1VS. 9. EACH OWNER IN ITS PURCHASE CIF 4 • LOT 1TEREBY ACIDIO LEDGES THAT TWEE PLAT OF ProsTERMEAVISTA TES, AS `APPROVED BY THE CITY <TF. TUKNR.A, COMRTAiNS AR A5 O'4S ill , OF ST AIR =SLOES `'EAt�P ER 1#1 RY RELEASES 'VW 'arVIIF 7I*1W!A AM2 IPS OFFICERS` AC,1�.1V AND EMPLOYEES Mat ALL CLAD' ACTION ,CAUSES OF ACTION, COSTS ATTORNEYS'. AND TS FEES .0R PR0PERFY DAMAGE ANC Mau THE PRESENCE OF STEEP 5L liPES, VIRON TT PLAT `PROWuEO. THAT THIS RaEASE SHALL NOT AF CAMK. Mono NS CAUSES OF ACTION. COSTS Anossicw, *110 £XPLRTS' - FEES AND PROPERTY DAMAGE - RESULTING. FROM THE SE-OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF T7IHCNILA; ITs - AGENTS AND EMPLOYEES. P.M. #2304154441 =Q2.1 nits EAS€1E 4T ANT; TO THE ( Ti OF SEATTLE (HEREAFTER REFERRED 7Q AS GRANTEE 1755 R 'AND,AS TIE. "RIG lT. PRIWLEGE A11E1 AU714C tTY.TO- 96STALL. •tcosr,ci t G1 ALhil RPA DPERATE` A�FD's;A #I ;ELECT 1C, UNDERGROUND OSIRIBU71OY FA1 1TIES, -_ � bALTL7SS. `MANN0LES- CAS, ca4TAR4ETRS;- ft7I!XRtSr ,IIFRES OTNER'AECPSARY ON DONVEIREST APPtURTENAN ,10 MAKE SA/D UNDERGR AN INTEGRATED i C ELE SYS?EM. ACL Y:SE M ELECTRIC S IS TD BE LOCATED A - (0 C MI : THE FCTLLOWING DESCRIBED AND PREMISES STlA7EDIACTHE •COUNTY 0F" '(INC. STATE OF wASITINDITR. TO MT THOSE AREAS HEREIN N4TNN I14E PLAT [>F FOSTERWEW ESTATES IESTGNATED.AS 111111TY EASETEAI75 AND/OR AC:ESS`AND UTl1JTY EASEMENTS TOliETHER MFTd TFE **TAT.: AL `TRIES SUCCESSORS AND AS9 OF NIrf;PESS ACROSS AD.L4 NT LAS TTTNG- 71E THE PURPOSE LF VR$TA { pN^STRLjC'I REPAIRING 46JD f]PEALLTAYC- A40, ERIC F; i REMOVE ALL OR F T ERs ALSO THE RIC HT TO TTf GRANTEE,; IT'S TIMES TO CUT AN O 7HT1}f::8RU9L Tom= E GROA4NG UPON SA1 LANDS OR OF TINE GRANTEE N4 - laiTH A4 Ak THE SYSTEAs, COAMIT WT • 6 MF.VNACE- IT I5 FURTHER : COWIN 1 0 AND A EE0 TF HA2ANDS i ID P; BITTED `6 EASEMENT AREA NFTI4OUT, P RICTft' N6 P7EN `AI 1T5 SUCCESSORS AND ASS16 V5 T THAT. NO D PERMITTED MINN 7HE'EASEMENT AREA ' *Ill THE GIRAMTE& ITS ANO MESS FIIOM :SAID LANDS EiME17T AREA FOR I ATTTOLLIN ENI ZING 1 GTE 4 LT AT AAIY TIME TO 1M Ste' `,'SA!D LANDS 'pd AT: 'KIS -AVID As5IGNS. AT ALL T8 PI ANTS STA R NDING O 1 T1tNCH 1N 7IfE.OPINION UNQE OR OPL AtT ON OF 0111 TO SAID ELECTRIC O - STRUCTLR OR FRE 01 ABOVE DESCRIBED. L'FROM THE GRANTEE, ue. nr nnnec nn IN ANY MANNER DISTURB THE FACILITIES T TTIERR SOLIDITY- 4R UNEARTH ANY PORTION THEREOF,• AND THAT NO BLASI1NG 011 DISCHARGE " OF ANY EXPLOSIVES WILL BE PERMITTED 6TH114 FR (50)FEET OF SAID LINES AND APPURTENANCES THE PTY OF SEATTLE IS TO RE RESPONSIBLE AS PROVIDED BY-LAW. FOR ANY DAMAGE: 11! THE CONSTRUCTION, 'MAINTENANCE AND OPERATION OF SAID ELECTRIC SYSTEM ACROSS OVER. UPON AND UNDER' THE PRCJPERTY GRANTED 1N THIS EASEMENT OR ADJACENT LAND THERETO THE RIGHTS, - TITLLE, -PRP 1LEGES AND AUTH LTY HEREBY GRANTED SHALL CONTINUE AND BE 114 PLJRCE.UNTIL SUCH ITME AS THE GRANTEE, ITS SUCCESSORS AND ASSKR(S SHALL ' PERMANENTLY REMOVE SAID POLES WIRES AND APPURTENANCES FROM SARI LANDS °N, `1411 07M41 WISE PET ?MANENTLY ABANDON SAID ELECTRIC SYSTEM. AT wIlial TIME ALL -SUCH RIGHTS, TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE. pEOE ED O`iMOFTUMNNVA FOSTER 1EW ESTATES JUN. - 6 2000 A REP Z Or PEWIT CENTER A PORTION OF TRACT .87, RIVERSIDE INTERURBAN TRACTS AND AND A PORTION OF TRACT ;1 . FOSTORIA GARDEN TRACTS GL. '2 AND GL. 3 AND THE SW 1/4 OF 'TIE NE. 1/4 OF SECTION 15, T. 23 N., R 4 E., W.M. CITY OF TUKWILA, KING COLIN fl WASHINGTON RI. McD & OC C. LAND LI$E C ONSULTANTS /// ENGINEERS • SURVEYORS 4, PLANNERS -. MANAGEMENT 3605 GYkiIY AwmE WIE1T, WASMCTDI 11.(425) FA1 (420 DATE. f11D. Dwc L1r KMr . , 110. 95 SFIT. - LO T 6 LOT 7 LOT 8 LOT 9 L OT 10 LOT r I LIMA fl LOT 12 LOT 13 LOT 14 LOT 15 LOT k LOT 17 LOT 18 LOT 19 LOT 20 PHASE A ?11 SSE B PHASE KEY PHASE PLAN r PORCH AREA 1843E X LOT # LOT 1 LOT 2 LOT 3 2119 LOT 4 2246 LOT 5 2106 2246 2246 2108 B t - 2108 I843A X I 2246 2108 1568A 2108 2108 2108 Al ;2;' 2246 2060 2119 2060 X 1568A 1568E 1843A 1843B USES IN 2 7 6 5 5 (.2` 1 1' 1 E. r. CONDITION' L CONSTRUCTION OF I ' !I in HO FOOTINGS, PATIO ' THE APP DEVELOPMENT PLAN t' THE HOUSE DEVELOP M : PLAN IN AREAS. EACH AREA IS TO , r : r •\ CORRESPONDING" CON 0 14 THE CONSTRUCTION-AREAS BE' _ + t PER THE GEOTECILNICAL OP EN APEIKNED THESE GEOTECHNICBL RECOMMENDA11015 VIE • `. AS PART OP THE SI3MTITAL POR E&CII OF SINGLED RESIDENCE MUM ON A LOT ISY . BASIS, ORO IN CONSTRUCTION PHASES THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR: 0 NEED MOOT ai .i R IRIS M X' URRI C SHALL DE OVER EXCAVATED DMING POUNDATIONt Rd A ORE WIL PA . ," . SOIL. SUMO DOVER! *s' 101I05 N TONNA THE ANITHE - (SOtil'Et - r OF EACII UN MILL DE DURING Lar s. OT • - - ACCEPTNLEOIT IRTO PROVIDE A IMEEMIKAILI FAIL (Nora �,( OF TRE`L W!LL HAVE "T�IR i : PA1 COR . I:' I DURING LOT DEVELOPMENT, TEMPORARY EXCAVATION RE OM rATIONS AREA TO ALLOW FOR THE INSI'ALLA r N OF HOU "} FOUAIDATIONN AND FLOOR s ' CONSTRUCTION AREA. AND PHASE t , r r e N !_ 1 r FOLSOMSFA LITYAND )SON O5ltT'R :BEFORE maim T DASffi ON III THE APPLICANT IS 10 INCI. AS PART OF Ent SIN OL' FAMILY RESIDENCE P THESfl13' r K- HN ATIONSAS WELL AS A FROM I$E . :► I t; . EWEN =NAT ON "A LOT DTIAT a't' }i IN TE A Da O D REQ ' i- moo miasmata, THEE { 1 IS TOOESERVE THE DIPLEMENTATION OF THE BEVELO 1 ' PLAN. FIELD REPORTS AUTO i ' BE SUBMITTED TED TO THE CITY OF, LA AND TO ADDRESS A. TEMPORARY EXCAVATION. OF CONSTRUCTLC*1 AREAS AND TTQATION MEASURES. o VERIFICATION OF FOOTTNO FOUNDATION, .1 r 1 HALL AND moms AMMER° EWE SLAB INSi'AL1'OLA ►> Ni VERIFICATION OF DACE FILL AN) AMNION r' COIISF IN ADJACENT HOME DEVILMENT CONSTR. ON ARRAS AMORDING TO HNECAL NENDA 'iN& THE GEOTECHNICAL ENGINEER IS DT PROVIDE TTFIC ITION( Ox A I AT By int t9ffi is WC JIM IN ER I 1 IN ACCORDANCE m w OED HNICAL MATTONtx!1 JOB N0. 9tlO1 i { PHASE C ' PL PHASE D LOT 24 LOT 25 c LOT 26 r - - -_ LOT 27 LOT 28' LOT 29 D LOT 30 LOT 31 LOT 32 LOT 33 - LOT 34 LOT 35 2060 LOT # !PHASE PLAN LOT 21 2119 LOT 22 B 2060 LOT 23 1368A 2119 2060 2119 1843B LOT 36 : 1843A LOT 37 C i 1843B LOT 38 j 1843A LOT 39 1843B rt � LOT 40 1 D 1843A ?tif A aV 2 Tt i�T &E11 A z3,.. (SEE SHEET C•1 FOR STREET ADDRESS OF EACH LOTS) PORCH AREA 5 6 5 1568B� 1843A 6 1843B 1843A 1843B 1843B i 1843A 2060 8 9 3. 4. 5. 7. 10 EDULE& A. C. D. F. C. OMR 0011051101 0 NS AY TRACT "A" P R T L ( I E' - T1P (TRACT DOY) PROPERTY L/M - rm (TRACT aor) TRACT "B" OME DEVUO l50 KEY PLAN 20 40 80 E:1 " =40' R/W RECEIVED CITY OF TUKWILA IUe ` 6 2000 PERMIT CENTER 16 PLAIK USES IN PL PLAN 1568A 2 e 1568B PHASE PLAN 1843A 7 LOT 1 18438 6 I 2060 5 LOT 21 2108 5 (+2) 2246 5 LOT 22 2119 6 LOT 3 LOT # PHASE PLAN U AREA LOT # PHASE PLAN Va AREA LOT 1 A 1843B 1843A I 1 LOT 21 B 2119 5 LOT 2 LOT 22 2060 LOT 3 2119 LOT 23 1568A LOT 4 2246 LOT 24 156'.3B 6 LOT 5 B 2108 X 2 LOT 25 c 1843A LOT 6 2246 LOT 26 1843B LOT 7 2246 LOT 27 D 1 1843A 7 LOT 8 2108 x LOT 28 1843B LOT 9 2108 LOT 29 1843B L OT 10 2246 LOT 30 1843A LOT 11 2108 LOT 31 2060 LOT 12 1568A LOT 32 A 2119 LOT 13 A 2108 3 LOT 33 2060 LOT 14 2108 LOT 34 2119 LOT 15 MOD'ED (1) LOT 35 c 1843B LOT 16 2108 , MODT.D (2) LOT 36 1843A LOT 17 h 2246 LOT 37 1843B LOT 18 C 2060 4 LOT 38 1843A LOT 19 2119 LOT 39 1843B LOT 20 2060 LOT 40 D 243A 10 40MF PLAN MATRIX & SCHEDULI 6 NOTE: 1. FOR EROSION CONTROL • EXISTING SILT FENCE (AS SHOWN ON C.2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. TRACT "A" ,ROPER7 Y LOVE - 711 ORA,' 80,1 17111■11011=1■1■1 (SEE SHEET C-1 FOR STREET ADDRESS OF EACH LOTS) t PROP647 "UNE - TY7 ()RACT 5.) TRACT KEY PLAN 0 20 40 SCALE : 1 = 40' 1 R, y 80 RECEIVED CRY OF TUIPARIA JUL 6 2000 • ..K)(3 4 9804321 PERMIT CENTER 160 I tit RRCT »' SOUTHGATE PARK N Aft 5 Ex URUTY POLE 75' NARY£ YECErA RQV BUFFER UIILLrr PO Er air POLE PER, CIVIL FINAL GRADING PLAN SHEET CO3.1 TRACT "A" . . . . . GRADING AND STREET PLAN 1 SCALE b40 I ' 20 40 60 80 160 LAN - ,S f 7Th' STREET rIE STEPS A5.0 NEW 5' CON WALK NEW 5' ASPN WALK SEE SIWEW 45.0 fOR SITE STEP RwR14TIa1 RECEIVED art OF ThKWit:A. JUL - 6 2000 PERMRCENTER JOB NO : ;98013 TRACT "A" - - -- SOUTHGATE PARK ♦ \ t ♦\♦ \ . �\ \♦ \• POJESINW AND PLEVC EX UIJL/TY POLE 75' NABVE l£r.ErAnav BUFFER U7IU7Y POLE GRADE COMPARISION IX RCCJ RY cYAYC WALL n 7dR.H.0 LNAIVABrf9T -4 FINAL GRADES FOR PLAT APPROVAL VS, FINAL GRADES FOR LOT BUILDOUT SCALE 1:40: 1 160 TELE - ---`- S 13777 S7Atrr ITE STEPS A50 EW 5' CONC WALK NEW 5 ASPN. WALK SEE SHEET A50 FOR SRE STEP RECEIVED Cft7 OF TUKWILA. Jul - 6 2000 PERMIT CENTER a CONC DRMWAT ,, wwiiaa SLOPE JELBELCIZIC PER SBT 'kb ttaket N 87 4r _2E .64 ?SIDE SETBACK _ _ _ P SIDE SETBACK N 87d48'2,8" W,1114.48" C84 'Sr MONT SETSACE & Cd , tr) ,.0 7 , . i N N __ si I i IS' PRIVATE t.rw.,ITIES I EASEMENT ., I f f 1 . , ‘.L 'M 4 SIDE SETBACK 5' SIDE SETBACK CB 2 / (N— OPEN SPACE EASEMENT 20d33'4? E — — ), 8.49 N 0&1.2910' W 7.50' ( Nj sat , ,-- ,--- Sfl'E PLAN-NOTES • f5E SDR 35 WITH A MINI ,OUT5 SHAL.1_ / fr WATE.R FROM; / WATER METER IS METER SETTER_ DRIvEWAYS - NES. TAKE - L NE,611tPl_AN SHOWS_FoiN0rATON AND FOUNDATION DETAILS OTED ON THE SI pRESIDENGZ THOSE ON THE HOUSE 2. OVERALL ITE 1GH ALL FOOTINGCRAM ARE PER DE/A 9/PS,0 4. STORM DRAIN - SEE CIALSHEETIC TIGI4TNE HOME , SI4ALL B_E-4!-NON N-R , LI PROvIDE 4% POSITIVE GRAC TIE TIGHTLINE AND ING DRAIN TOGETHER AT Lt6EST POINT IN FOUNDATION, YI DE CLEANOUT AT JUNCTION _ T 4EN CONTINUE TIG-FTLINE Jr - DRAIN: --- S. SANTARYSEUER - SEE C.4IL SI-IEET C-12. SANITARY SELLER SHALL. OF 1% POSITIvE_GRADIANT. GLEAN TRUCIURE STANDARDS, Tp gouse Is 3/4' TypE K c.00pFsik - HT i ,CONNECT WATER SUPPLY TO LUATER _ / --- IvEWATS SHALL BE 4 " CONCRETE - , ExPO OyE' R 2 OF 5/8' MINUS WASHED ROCK MAXIIISI WIT T BE 20' MAXIMUM LOPE ALLOWED IS 1 LoT6'2 , 3 , 4 5 ,b , , ;11 , 33 AND 34 TO HAvE RESIDENTIAL/ ORAN TIGHTLINDED TO STORT1 D ALL OTHER/. - TVES TogAvE 2% SIDE SLOt::E GRAD S. coNS SEQUEN4 AND TEMPRARY,OPZON TROL oUgING •ATIoN CONVtICTICN SHALL, ,E PER PLO PI] . l P13 AND --- s, ER0510 AFTER BACKPLL oF FoUNDATI , BEFORE TIM 1 TATION OPLANDSCAPING PER APE ‘, REQUIREMEN LL E STRAW PER KC. SU ATER `, DESIGN MANUAt .PPENDIx D. 10. CUT AND FILL 4LfUL4TEP FROM E.1 TRACT 2006 )50 These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to - rmra and omissions which do not authorize v.:. _ 7 of — adapted sten . The rasa:. br the adequacy of 11111 rests totally mth the &shiner. AddftIai revisions-int/less drawings after this 4aws void this acceptande— and will require a of revised drawings for subsequent approve& Final is subject:, the Pc.. ',:orks utilities 41" - • 5 # 4 LAN / _ _ _ , - SHEET p15. 9 9 _ FIECE1VEll CITY OF TUKWKA JIJL 6 2000 PEFLMIVCENTER 0 3 - 20 - - SCALE--.1 I r •••••■•••••■=8,■•i•Min: 1 i 1 I I _. 4 :: N y �� .� Y O .� ,� T� � ,� PROPERTY I t3 v :'1 , k I 274 SAY I fllO LIxE 11 1 1Y•1 1 _J_ . _ �r onRrr u■E PROKRTf LINE ly2PRRTN LINE L SHEET 1 Kappler Arc PS . 14311 SE 16th ST, Bellevue, Washing'tOn 98007 (425) 641 -5320 ` FaX (425) 641-5318- j j J 1 \ - Date By Description E r REGISTERED T IflI 1y - -- — ( sl11aer c rArP�a 12 7 P R ip SET ' C��M� sarrTS • • CLOUDED FOST ESTATES THIS DRAWING 18 © COPYRIGHTE AND IS THE EXCLUSIVE PROPSRTY OF THE ARCHITECT ® STA t or wnsaiNSTON 1 i 1 I I _. 4 :: N y �� .� Y O .� ,� T� � ,� PROPERTY I t3 v :'1 , k I 274 SAY I fllO LIxE 11 1 1Y•1 1 _J_ . _ �r onRrr u■E PROKRTf LINE ly2PRRTN LINE M.tS. +► NDATION DETAIL 3/4r-o. Q t IVII =III 1— I '• _( A111 v2CLEAR (pNL 3 SEET A -I) FOUNDATION DETAIL 1/2• CLEAR 7- •, — III —1i'' _• JOE NO.: 98013 L=, WE; VOT•A9 DOSS NOT SLED N uE3 Co24011104,PoonNa wee wormoYTALLY. iO FOOTING DRAIN DETAIL *WRNS DOES NOT SLIDE N TIES CO4C4OR WINO EP µ3.4 ;(FftASLT. '4OP C• BLAB 1 NT3 ® FOUNDATION DETAIL 3/44-0' L OZEI COLNIIDIT C1U FOOTNG SP H 1LdB ALLY. & A9. Ey T`M7c3n6• •Q STEEL PLATE WEARS • s•.y or, (DN. 3 BiEET 44 EWB7 •StdJiED QI SaEA aiku., , . VTlt MO cti■ EuR • R F a ^ °A• . - (DM SAW 4U 4%ERT.J BAR• V. (IXY. 3 SLEET A•U • UORL OAR •Ev (DN 3 SLEET A.0 DANA PIi7p9G M r - Stn TEETISE 4 LCRL BAR 3 IC eC (ON. 3 'EMT A-IT (T " BAR COW. 3 ARV 4U soLEYrOUBE 1J@ DE79P a0 FQR ((SLEET CCN6TRCT1?i 5ffi'•s10' A13. Ev rat(3rsb' g(2 STEEL PLAATE swan 4C OC 01 3SEET A-U EXCEPT ASTCED CNE EAI®Yt 50611E T •Lit eve, (P i64R•t 13AR i0' CC. MI fE •JALJ. .3 SLEEt A -U •4vERT - •3'cc 4 tiO Z DAR 3'-0' • 10• (DIV. 3 SLEET 4 -0 EV TEEL PL ¢ LASS -0" t AS ROPED CR A. SsE Y - .. „_ - 4 43, 1177\ . OOP PR0.FPY• f DP/ 1 TraRURE — 4 Mr, Sa1 a -( - '• NTS. N! -6' , FOUNDATION DETAIL IL 3/4•01 .0• iS) .84R scsa . , 3 SLEET A O'ta b'1RA.TE Os Eye %POO FOR mf 2 Wm. E' _.. r -r • a , , r a . -'1 FOUNDAT ION DETAIL -8/ r-o 5 Nnar. -wAt. t•t4T RA(f T?ITOBLL i BA(2Q34. L (DR! 3 SWEET d-U J1!! DAMP PIl7CF ' ON 1 sN? An TKORLEE BAR con. _I MEET A.0 SOLESTRA1E PCP FK 3A BANS P lDIV, 7 SEAT C NDATIONI D L (7) .. -. •TOP y' • 'F myr ern GALL CC, FULL IRANI OF XXV 3 SLEET A - - , Taa OF ., BAR YERT 84ROR 60 • Y. s x NOTEs SOTS Tub, BE N :M. 3 SMUT 447 L .4 PLACE PRORTOELL SAWA' AA n• 254'X3A15. SO STEEL PLATE 34846333 O.C.(D1y. 3 % ET A - I) AS NOW ON SCIEDILE 1' (?) MkSAR • cc, ALL ART. ARE • 6' a (DM 3'ENEE7 A•U oar PROOF3fGf W V. S 2iR qU 4 BAR *,98'.0c (D 4EET )�u 0c fDN.$SIR� TIGNZaE (01 5 MET,d•U 9EE� sgro 9IF80 onv mg, '8th . IEEcTCN lb SUBSTRATE 4: %AO OVER 4" PDX OVER T-' r.' 0•1•MOR FOUNDATION DETAIL 3/4W -Or FOUNDATION DETAIL 3/ 4"4-0' V]'iN10` Aa nY ?'1�!'Y A 6' 9II PLATE fLASwa�T • b 0 O L [DN. 3 T -0 PLATE EXCEPT AS NOTED ON SLE SPED E T i'WU E1EED (L4 B.• 4 }IDRIZ. 64R m . T -6' C07ER ?vs�4P (DN. T A.l) 4 vERt. J 8r% OL. 4LTE181A.TE PEWS NG (DN. 1 SLEET 4•0 SEE iAIL 9tP21D FOR FOOT►!< DR4H C6NSTRUCTION (DN. 2 SLEET 4 -U SOLD SUBSTRATE (3) 4 BAR Can. FDIY 3 SLEET A - I/ ,f r FOUNDATION DETAIL 3/4•0f -C' S(S'df0• As. nu 7)a 16' SD; STEEL PLATE LASERS • 4' -0' OC. (DN. 3 SAES A -1) EXCEPT AS NOTED CN SEAROA 1 SOEDELE 1' NH MED. (7) • DAR • TOP 4 vERT. EAR • 14'.. RILL LEEGNT Oi BALL (DIY 3 BEET 4 -1) 4 VERT. AMR • S Ac (Div. 9 SHEET d -); 4 ROM BAR • ea. a (Div 3 SLEET A -ll DAPFFOON.! Div 1 SR AU TWI 6E (S) 4 BAR COO. (T) AT TOE M IL PPLA�TE O& (DN. ASPJiS SCE 14 OAR •TOP Q CF B ART J MAR • d ea .. 3 EMT A-0 1U ▪ FO BAR• PO oc IOW. 3 SLEET 44U DAM. PE EN= [ DIV 1 SRI AU M N • C (D TLIE 4 i v.3'JLEE7 4•U UORZ E O'•i9'x < - (7] 4 BAR COM (3)AT TOE (121,3 SLEET 4•U • 4 %0' ••••••■ -U EXCEPT i4�L.r".L - @8•D. " . 1140 t II MN,? SLEET it SHEET RECEIVED , C.TYOFT )fMII)A PERMIT - CENT1)R�... P StiAN EASEMENT POYA/E DRAMA, EMT NT PRIVAl De aGCf E3V. WS 42:V.92XPR J MA TCH LAVE';. EDGE CF EX ,4 SPI/AL T (ABANOONEO) I A4Ax'ALEE3IT 0 'PRWA/E .27ER £21,7 5' WALK/ UT /CITY EASEMENT PELCSIRWI AND PLR.. //PUT EA.SEM.. 5' WALK/ C8 (MU rr EASEMmr 10' WALK /CURB • UIIL/TY' EASEMENT 15' AW (E SEHER & DRAINAGE ESMT 31 S' UZIL /TY EASEMENT R"AESA%AN Apt Rae 111Z/7YfASEVOI 20' PUE�/C UTILITY/ PEDES/RIAN EASEMENT EX ROCKERY £X 6Y/Y POLE EX COVE BALL E 171.43 'PRIME MAN. AND SEffi4 L,SY/T E 76837 NOTE: AS -1111/L T IAFO 3MANON IS AS Of 9/x/99. LIDS AND D?AdVAGE ACCESS WS /N PAt EAIENT 1W ATP R /A/ ELEVATIONS A/AY CHANCE AFTER FINAL i Gig . ASPHAL T PA1 EMENT HAS BEEN API. 17 E INTO 017 BASIN ` - c 14452 13877 12NE),138..77 (12 SE), �\ 21(TYP /1) 136.74 - 1297 12 12974(12$) 13524 (8 v' \ 22 12173 11961 (121!), 11955 (12 NE) 1 6 \ 23 760. 1' 155.79 (12 N N • \ \ \\ WATER COURSE 4' 762.74 152.59 12 E T52..54 (72 VWJ \ 25 139 77 (8 \ L \ C9 4 6 ( ) W/UO \ \ \ \ 3> • // REMO I' \ \, \ 31A 154.90 152.80 (72WE) \ \ \ 375 15355 15180 (12V W \\ '\ \ 31c(TYPE /1) 15600 150.0(72 W) 1485 (/2 EX /S170) \ 32 751.62 147 49 022;09 \ \ \ 33 14869 ..14574 ( >2 "WW), 145.64 (12 \ \ ■ 34 150.33 ',145.31 (12 W), \ 35 143.45 C15/35 'R /M \ \ \ 36 176 53 173.74 ( E) Zr,'. \ • \ 37 16658 (12 12 N), 16631 (12"k2,, 766.26 (72 E) o \ , \ 37A 771.21 76810 (12 S) \ \ \ 38 159.97 15737 (12 'Y), 157.27 (12 E) \ 3. 15269 >4939 (12 SW), 149.14 (12741) EX ter \ \, \ 40 15267 150 43 (OVERFLOW ELEV), 140.93 (8 NE OUT), \ \ \ /2" 740.82 (36 SE, SWf \ ,_ 40A 15370 748.60 (12 SE 8 NE) 141.45 (36 SW), \ .� \ \ 14135- (36744Y) PIPE IN EX ROADSIDE i S \ \ 41 151.72 14868 (8":51•0 DITCH COVERED IVA LL OE G 6.49 139 85 (12 E), S 8.75 (8 SW), . ' To 4' WARR,' SPACES \ \ \ 42 T>P //),,,,,14 13907 (15 N) ) 73 Aro \ SET 43(TYP //) 10626 10116 (12 10300 (15 102.97 (/5 NW) 4 ' VA�I L l\ 44 22064 27785 (W) (DUCT WV \ \ N.7\ Ty r - 7 P 2 45 169.77 : 166 12 (8 SW) CB 42 \ N* \ ( 46 130.06 128 T7 (!5 SE), 128 08 (55 NW) BAS HALL Tf ..T� /i OAYUQY7tD INTO WARR \ ,E 1/41!7 (/ZU) WATER COURSE' SHALL SPLASH BLOCKS +y a" m I � I( TER COURSE 26 l ". 1 a • �f�wlFtrrn 29 7)5 1) 1 .94 138.59 12 NE), 143.24 (12"S), 131.44 (36 2.9A(777 //) 14922 131.72 (36 NW), 13177 (36 SE) 30(T5P /1) 144.51 141.61 (OVERFLOW REV), 73481 (12 NW), 130.31 (8 NE OUT), 73196 (36 SE) WET VAULT /3 14006 (N ACCESS) 142.63 (M /DOLE ACCESS) 144.07 S ACCESS 30A 17P 1389 136 2. 12 SW, 136.72 (12 NE) EDGE OF £X ASPNAL T '' - 75 ^00 PLANNED RESIDENTIAL D VELO?MENT 5 , ESTA ` DUJARDIN ,f_ .DEVELOP ENT C : !AI�l1C. CITY0FN ® KM1ll 6 2000 mrrc NN \ . ' N N ; N CO, WALK L. I I II PP WV BASKETBALL HOOF 5C EX SU.✓ PO'L CPA V., - GRAVE, OR /I COW.: WACK: .°LANTER BOX CFA I EI OR /VE '4 S2 /E 6E ?4 124 5 PP H' /� LLMINA /RE EK✓OKERY /2' SO h CCAV ' OR Uc' GPAIN DRIvE /X GL7NC WAL` -� CB L . 4" RIDGYD PERFORA/FO P /PE o �RE 161 ,- IE /65 2r O2' SE2 /E /e t :T O Nit, Lj SOUTHGATE PARK EA� CAS E■E OF ES ASPHALT I! U5SO I LAST \\ \\ 25 B/OF /L 77PAlNON SWALE SEED MX , „ \ RED ESCUE AER Y,. ,T PLAW7Y .T A RAVANOV DEERCE /WY 35 SO DO \ \ REDID -_\ A APOSDS NBA .x5 92 Ed \ Yi S ADOW AMR( ' \ \\ ALE 44Y.0' PRATENSIS JO So Et7 APTLY T/:S RRA7PAFt" AT A RAT- Of CO LELq/AL14E MIN ACW/N iVAL SAWS LAP kYLlAMB S Liz NADWE IMMO R ANTS SUCH AS EVIL ROSH eV:W 55 ACV= VALES A4 AlV °!A£ RUSH VGISRI C S 1(EZEOCYAM5 PALUSTM5 MOWN some EPT4,1 OR OPENS AS REN A41'D BY DS LYTY. NOME PYAM7S SUCH AS CAMS (TYF.0l LARTY142 REED CANWY CRASS ( Q.4 4 IN ANY ILRE L OSESI E fI ERO A/ SAL�CAM4) MULL NOY EDGE C EX ASPNAL T SPEC /F /CATIONS 'OBE EX GAS LOCATED ON .WEST EDGE OF R41 E- 1 &EN .' L J EDGE OF EX A&PHAL T ALL WORK SHALL BE /N CONFORMANCE A TH AS DOT (APWA) STANOARD PLANS AND ,ECIF7CARONS F, ROAD, BRIDGE AND HUNLC /PAL CO STRUCOON AND CITY OF IUKYILA STORM DRAINAGE STANDARDS CATCH BASINS SHALL BE TYPE 1 UNLESS OP,ERM1SEE NOTED TYPE I/ CATCH BASINS SHALL BE 54 -0,1 DiA. ALL TYPE P CATCH 5,457A5 SHALL HAVE LADDERS AND. SAFETY STEPS ORA/NAGE PIPE :"HALL BE PCY YETHNDYE. SMOOTH WALL /NRF /OR (N -72 BY ADS OR EGY/AL2, ONCE.SS OTHER0SE NOTED Pk PIPE SHALL BE ASTM 0 -3034" 5, 25 COP SW./ BE ALUMINUM✓" /6 GAUGE LAWLESS OINERIMSE NOTED. CA ,H BASIN INLETS SHALL BE VANE, GRATES Of 77.1 TNRU -CURB FRAME FOR VERTICAL CURBS (SEE Kit, COUNTY DNC' NO 2 -OT7, SHT C -18) OR ROLLED CUR9 FRAME AND ,ATE (SEE KING COUNTY Dig' NO 2 -020 SH7 C -MB). AS APPROX .ATE CURB FRAME AN CRATE (SEE KING COUNTY DWG NO. 2 -020 SH7 C -18) AS APPROPRIA Ic' )SD CB RE /£ 71521 17D ,£245 /I (2777 Lg 125,100 1 • .50• 72400 EDGE 0' EX ASPHALT (ABANDONED) £X751755 ROA0505 DITCH NOTE.' THE FOLLOIHNG CBS ARE ACCESS OR ,k'/NC770N STRUCTURES, NOT / NLETS AND HAVE SOL /0 COVERS 5 18, 184. 180, 24A, 29 294, 3O, 40, 404, 42 46. CATCH BAS /N DATA ( 7 0 FA am � T.) MAC , [.a :v NWT REV 1 222.58 21933 (8N) 2 21848 21548 (8N, 5) 3 2120 21067 (8S), 21052 (81v) 4 204.75 20010 (87.5;), 20005 (8iV) 5 18673 18522 (85) 18515'. (12 Nw), 18102 (/2/15) 6 189.69 18609 (12V 7 17477. 171_73 (12 171.66(12NE) 8 17443 17540 (81 9 17483 17572 (8 "SE) 70 188.96 78154 (12r) 11 180 17579 (12 °ww), 17569 (72577 12 17930 17541 (12 SE) 17533 (12 NW, SW) 13 18.638 18442 (12 14 18120 176.84(12 SENN) 15 .17785 174.11 (12 NW), 17409 (12 16 47681 17155 (12 NW), 17156. (12 NE) 17 174.55 170.5 0 (8"5L7) 78 17497 17004 OVERFLOW ELEV), 170.00 (8 N4Y 567.8918 160.67(36 NWSW, SE),160.67(BSUT)& 184 17545 16645 (8 SW), /65.95 (12 NW), • 16065 (36 SENE), 160.54(8NE OW) 188 17695 17124 (12 SW), 16065 (36 87 (l2NW) • SOUTHGATE PARK 76'147444IEAgM(4LY AAD .X7454 E91T KEYSTONE WALL EX. SAN AIH /9 -30 RE 1877' /E 181.6 ALL MANSLYE.S SMALL HAW LALVE PS AAV SAFETY S1EPS SEW? PPE SMALL BE PpC ASP/ D -.7834 5194 NOTE AS -BU /L T /NFORAIAAON /S AS OF 9/30/99. MANHOLE L /DS /N PAPE"MENT ARE /N A7P. R/M ELEL'A11ONS 4/AY CHANGE AFTER F/NAL LAYER OF ASPHALT PAkEAIENT HAS BEEN APPL/EO ALL MANHaLES SMALL bE CHAMM<ZED 70 171E CROW OP NE SF/AOPS EX SAN 148 /9 -31 RE 208.4 /E 2022 (8" /! S & W, EDGE OF 78 ASPHALT SPEC /F/CAAONS ALL Haw mac - iv CE M ORAIA (LLB WFM lots Dor owl) STAAVAN7 PLANS AAV SoECPX4110NS FOP /PO44 SAYLVZ AND 4/1.4WAPAL COMSPWC110A1 COY Cr WAWA HAW SPAYS SEAS? CONS7RUC1KIN AAV UEYEZCr107VT STAADA OS AND VAL WE' 527119? ASPPICT STAN7ARD 9°EVF7Ci1KN[£ A/ANWXES SHALL SE 48 -4/CH LYMEIER, T1PE 1 IN1N ECVDWRIC COWS PlE A PAAZN/ A870YT Cr D AMR AMIE PIE COVE SMALL BE 24 NM= 4% OS FRAME AAV VOICE BASE .SECIKW SYYALL QaNTAAV A PRE A G'i41ED CVAC PETE LY/AMYEZ W/PLVE1P BASS St/PROVED PLASX LAYER BY W LAM9P L 1V off EQUAL 7HE /NbfRT Er 7AE' GYJ11ET ,SEME7P SYIALL SE A A NA84/ OF al FEET BELOW RE /N CIW 4YiERT ELEVA17ONS PELfS1RW AND RECD 0711/,EAffYLNT l9_1A. 7 ET A4YS es _ Pt6tt7� S 10" URL/TY EASEMENT 14185 33 .R5 1#47.8 EX CONC WALL TRACT "A" NOR11( 1 2 9.55X 1 2 EX 12.71X 2 3 4 6.51X 4 5 794X 3 5 6 1. 736 4 6 7 2.91X 7 11 10.30X -,5 8 /9 70..359 19 9 684X' 6 .9 10 5.359 10 11 11.98X 7 11 12 74.95X 12 12 8..66X 5 18995 13 14 529X 9 17&70 14 15 724X 15 18 75.208 10 17227 16 17 5 456 17 15 2.249 11 168.67 18 EX 74.46X 20 19 1513X CO (LOT 32J 20 1221 12 15793. 16 153.38 3 17 0. i 18 12090 19 186.09 EX SAN MH 110-5 1461 ?.37 STREET 1E 134.1 (8" /N, /E 1338 (8" OUT, -EX. SAN MH //0-32 R£ 149.86 /E 14211 (8" 14,9 /E 141.45 (8"8,1 /E 141.35(4" E, 4176E LV EX ASPHALT EX 'SAN M1/ /10-33 EXPIRES 3- 15- 00 ''.. PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES' Y DUJARDIN', :: D EVE LQPME PN AIAIGRE EMERPRISE �• 176.92 165.99 8330 179.09 17758 174.79 1776.9 15577 15235 181.41 17304 17287 171.29 177.19 169.65 16953 166.95 166.72 181.20 17042 770.73 162.72 16342 159.22 (FROM MN 7) 15922 (FROM MH 10) 15672 (OUT) 147.90 14745 14295 14265' 135.48 :35.15 131.90 (7800 MH 14) 135. "77 (FROV 44H 17) 13541 (0✓7) 146.73 13547 135.32 111.50 11095 175.63 (FROM 411/ 20) 175.54 (FROM MH6j 17514 (0/37) 19758 .1 00 _ - EOCE OF E8 ASPHALT (ABANDONED) r�WA7ER coe/RSF \ 1 142ND APENUE S Aif I EX. 4'W 7 E-3 -1-E h �) s � - -EX. 4`w 44TH AI4W S r® �' ERICH 1 0 TIETZE AND ASSOCIATES, -INC. NG.I RS AND CONSWJ' ,ANT5 18530 7,y,TH AvI NUS WEST SuiTh q.E iot s,. WA 98,026 425- 7714212 FAX 426475-Q2* av i lh t� j A b Ir a 0 i i g 1� i , l i h ;ii, ! 1 Q g 1, 1111 11 1 i IV' t tlf it 1 4 Atli! 1 1 ; S lk A i : 1 1% 0 1 Z 1 kiil 1 al r t : Al Ilili 1 wte' 4 t ki Iiiii N i ! i s 11 1 1 1 1$ ;1.11i at :- 11 1 1 ! lig i Li 1 i 1 t 1! ' 1 1 1 : ti i' A t 1 1111 1 f! 1 1 ii Pill: 4 1 i 4 14 glki '; 4isk gii: , 1 it ki 1 1 > i,14 4 !III Al ; 1 % il 1 1 -1 l 1 Z1 11 11 t �i t 4 1 11 k -, 1 K:t / P io' bei Alt rf - �. 1 Iti � t„ %it - Pr.. 11 t 14 A 1 1 At/ ttt s$� Side Elevation Rear Elevation DUJARDIN PLAN # 2119 FOSTERVI EW ESTATES Ewe in NM Bi" M. Bdrm 16'6'x1I'6' M. Bath 1Ia11 _ f v Bath Bdrm #2 11'0'x12'2' 41 11J Na '1J 4 Bdrm #3 127x11'0' uiui Itiil♦I IIIIIIl/11� cc Ot fi fO� 1. k COPYRIGHT UNPUBLISHED WORK , Upper Floor Plan let ri SQUARE FOOTAGE MAIN FLOOR UPPER FLOOR TOTAL GARAGE DECK / PATIO 28' -4'° 964 SF 1155 SF 2119 SF 422 SF 109 SF SQUARE FOOT4CxE IS MEASURED TO T7$ OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELCW SPACES AND GARAGES ARE NOT INCLUDED N CALCULATIONS DRAWING INDEX Al. CODE NOTES A2. FOUNDATION & MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & BUILDING SECTIONS Dl. STANDARD DETAILS D2. STANDARD DETAILS SL LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE f:4 , 1 . Patio ; ,..a.kc I s ,,-— -5 DI J ,D ji , .L .. s .: j 111M7■272/111111111111111MIIIIMM6_ ,11111.1, E r ==1■111111111111111Mirml — II , . ME 1 9 -' _ i 1 r ! 1 1 III ,, ii 7 - - 1 i ix, ' it ; !,- h: . „ - - - - 11 II I I II 11 _ _ - - , , 4 MEI - - IT-3' - - - ll I 1 111 Air 1 90 ..0 I Ai I il I S UT 3 32 5' 2 ' 2' 1 IIIIIIIIIIIIIIIIIIIM 9., ACV Al% ,er ,,zrA k r sok . . 1 CTIT . r -- 1 - T ; Milt. _ . _ GEED 1 ,-'--=,_ _ _-- Ea „ , r tr >1 61F k7 i1,C1 IN _Ed • mom 1411 11,' 1 . , -- '4._ 1 ' 4 , Ilr r iszaiira I p. ch ir ( .1 - - , ... 1 Fp-s ..... 1 e tFP-231 J DT / ___L Garage I COI. I t F1 j I ( FP-X2 ) SITE GEMMED 1 Ala ii D I a i Al To i ,, (,,....., ( FP-1 4 4..0 1 Ii2 20 'bD 0 1' § A CRAWL SPACE VENTS L CRAW SPACE AREA WA_ SF 2. CRAWL SPADE AREA / • OF VENT AisTA -- mcritrix - ED 3. TYPICAL VINT SIZE • ...V.:. < EFFICIENCY, • 58 SF PER VENT NET FREE 4. VENT AREA / 513 • 112 VENTS REQUIRED. 5. VENTS 6440. (NEE PLAN FOR LOCA•ICW 6 J VENTS 5e • SF OF vENT AREA FROADED 1 VENTS SWALL BE COVED WITH CORROSION RESISTANT w4RE MESH WITH OPENINGS OF 1.'4 MAX O. VENTS LOCATED IN RIM JOIST .11ST BE FEIRMANENTLY BAFFLW. WSEC 502141 0 -4' FOUNDATION/MAIN FLOOR FRAMING PLAN DI DI F- 15 ALL FLOOR JOIST ARE: 11-1/5" TJI PRO 150's AT oc VERIFY Uif MFG LAYOUT SEE DIV. 0&100 NOTE SITE SPEOFIC FaNDATIC.1 FLAN TO SE INCLUDED ON EACH LOT SFECFED mein PACKAGE CONCRETE STEM WALL SI WIDE LUITI-I Nft FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION SEE DIV. 3 SHEET A, CONCRETE STEM WALL 6 WIDE SKIN net ENS FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION SEE DIV. 3 SHEET A-I CONCRETE SLAB ON GRADE SHALL BE 4 THICK STEEL TROILELED FNI54, to* WL-4.11.4 ULF ON 4' GRANIJLAR FILL. SLOPE r TO DOOR- PROVIDE THICKENED EDGE AT DOOR SEE Div. 5 SHEET A-I 6x.6 POST ON Ce366. ABOVE &LAB CN 36•G6,S• MAT FOOTING CN SOLID SUBSTRATE Wa4)•4 BAR EACH WAY. SEE Div. 3 SHEET A-I CRAW_ SPACE VENT SEE CALCULATION BELOW. SEE Div. I SWEET A-I ALL CRIPPLE WALLS ARE 2x6 OR 3x4 16 oc. UN.O. W MIN SW LENGTH PER ESC SEE DIV 6 S1-EET A-I 4,0 BEAM LE. CLEARANCE FROM CONCRETE AT END Of BEAMS SEE DIV. S SHEET A-I 4x4 POST (SCAB POST AND BEAM WITH 24) ON We FELT ON MAT FOOTING UNO. PROVIDE 4 I , S POST • BEAM SPLICE 4 POSITIVE CON- SECTION FIAX/TI POST TO FOOTING. PER DETAIL ./DL SEE DIV.. 6 614EET A-I , 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE SEE DIV. 1 SHEET A-I - - ELECTRICAL SERVICE. PROVIDE (1) 2 la' SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND (1) 5/5N5' LONG GALvANIZED ROD _ FOR ELECTRICAL GROJNIDINp. SEE Div.. AND VERIFY SITE CONDITIONS ei_ocx. cur IN STEM WALL FOR T HvAC, ETC. AS REQUIRED 15•44 cpAka. SAE ACCESS. NSULATE AND WEATHER STRIP. SEE Div. 010022 SHEET A-12.2 PRESSURE BLOCKING OF SAME SIZE AS JAC,F.NIT JOIST. MAT FOOTING CN SOLID SUBSTRATE LW (2) .4 BAR EACH WAY OR rr STRIP FOOTING PER ETAIL 6/DI 3OIX30 MAT FOOTING ON SOLID SUBSTRATE W/ (2) *4 BAR EACH WAY OR e. STRIP FOOTING PER DETAIL_ 16/DI. 36,36,12 MAT FOOTING ON SOLID SUBSTRATE UN (2) 4 4 BAR EACH WAY STUB STEEL IT .R0 SLAB e FP-I ( FP-2) FP4) ( Fp-s ) FP-1 Ff.-8 FP-11 ) Fp-ti) FP-13 (F14) (Fp-ks) Fp-te) (FP-F (Fp-ka) Fp-20) FP-2I FP-22 (Fp-23) (FP-24 GENERAL FRAMING NOTES SEE COVER SHEET FOR ALL CAINEIRAL NOTES AND REGUIREMENTS. 2 SEE TYPICAL MATERIALS LIST ON SECTION 514EET 3. SEE COYERS14EET FOR ALL NOTES AND REQUIREMENTS CONCERNING MEc-IANICAL, PLLTIBING, AND ELECTRICAL_ 4. - muse DESIGN BY MIANUF. TRIES PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE Div. 6100 SHEET A-I - TRUSS LOADING SEE Div. 010001A SWEET A.I - TRUSS SPAN PER FLOOR PLAT... - TRUSS TYPE PER ROOF FRAMING PLAN ROOF FRAMING SPAC-n4. 24' oc. UND. S. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1 RAFTER TAIL 24. vERIFY. TAIL A.10 ERE OvE.RHANG PER ROOF PLAN t, ALL HEADERS ARE 4x10 PF 2 unto. PROVIDE (1) TRIMIER SW UP TO 4 SPAN AND (2) TRIMMER STUDS OVER 4 UN.O. SEE DIV. 06100 SHEET A-I FOUNDATION KEYNOTES FLOOR JOIST SEE DIV. 6 SHEET A-I 415 BEAM LINE, SOLID BLOCK5CsISETWEEN JOIST OVER SUPPORT. SEE DIVISION 06 SHEET A-1 PROVIDE SOLID BLOC-KING THRU JOIST SYSTEM TO PROVIDE SAFE AREA OF BEAM. SUPPORT A5 ABove AND BELOW SEE DIv 6 SHEET A-1 1-151. I CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MIN 15 0ELO4 SURROUNDING GRADE 3' DIAMETER STEEL POST EDGE OF CONCRETE SYMBOLS & LEGEND POINT LOAD FROM ABOVE PONT LOAD FROM ABOVE LW LOADING POINT LOAD TRANSFER.. DOIN PONT LOAD TRANSFERING DOLN 14/ LOADING PONT LOAD TRANSFERED BY KICKER ;; At HOLD DOUN WITH SZE DESIGNATION VERTICAL STROP WITH SIZE DESIGNATION ", TO BE OSED ON FLOOR BELOW .)-17444 _ HORIZONTAL STRAP 41,1 SIZE DESIGNATION O NDICATES BEAM CALCULATION 411114 INDExEP NUMBER EXTENT OF SHEAR WALL TYPE OF SHE.AR WALL . WALL ABOvE iESISEEIt 11144 I 0E6204 NOTE: uNimas OTI4ERUISE NOTED ENMNEEIRING AND • CAL ATIONI ARE NOT pRoelp Tmese • fa. ' eryn$ \99 04090 \ 9909021 02-23-2000 .11:5515 Sheet CK Workstation: PaulM .6-.5 ^ .6-.5 all - .11 4/16-3 .9-6 4 .0•.£ L r 1 I Cs i I ( P .I t_N ^i ,-.° ; i 5 I Family i CAP 1 P j rYL 4' -l' Y 1 2' j 77. ill � t So E'F a f c - _1 P Pantry — — 2r6 4241 - C 2x6 tlLALL .45 ZS 4' -0' - D l _A .36' HIGH HALF "LOLL r MOOD CAP --S.T 8' -9 V!' \_ 3 -4' 3' -10 b2' 4• -2 UT 12 1D2 3'-8' 0999 / 2x6 CALL _ ( P-12 ) Pw1 ..,,R HDWO T OCfd82 o, t P_18 , 1 C m � VTOS 0 F__, I. n � ■ P i p_3 Porch Q 9 ,., P - 8 2' -U' • 3' -T ( 2'-0• 'u P -9 ) 1 P -2 1 i ' P-I9 I Pb (P -9 1P16 WI 5 n1)-.1 _ - ii LT i"� P -T7 1 f - 0' 3' r° ^M Garage ( P -I 1 N I c 1 GLAZING CALCULATION TOTAL SP OF HOME TOTAL SF OF GLAZING TOTAL % OF GLAZING / 2 " 6 -3 I/2' 1/2• �g 2127 SF 230.64 SF 13.2 z SF. 9 CALCULATED USA,' Tt1E REQUIREMENTS SET FORTH N THE W48HRYsTION STATE eePtsr CODE REFER TO ADDITIONAL DOO.ME 1TATION TO SUPPORT T'ETHODOLCGT CF PERFORMANCE COMPLIANCE 20'-0' SYMBOLS AND LEGEND - FAN_ DIRECT VENT TO OUTSIDE TI A RY 50 CRM MPL - K?CNE4 f00 CA1 MIN - .+0_E NOi16E FAN /00 CPI MN. VTOB O. WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TRITER - 100 CR1 MN vT0 fj fl. 105TAT • 50 ABOVE FLOOR ® rm DETECTOR PER 100 ;UITH 154T1ER BACKUP NTERGO.,BCTED 24 HOUR 11MER TO W+OLE HOUSE FAN 6065 28 I Patio N CGTic. I' - LT 4' -0 LQ 41311 MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR WITS: FER DIV. 15,16 SEE SHEET AI RIRN A PROVIDE 0' DIAMETER FRESH AIR I4TAE FROM OUTSIDE TO RETURN AIR PLENUM AT RIRNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TAM: AT WATER HEATER C. &TR P WATER HEATER TO FRAMING TCP Alm BOTTOM. D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. MAIN FLOOR PLAN eery at.ro 4' -0' 3' V-0° 1 FLOOR PLAN KEY NOTES I P -I 1 I P -2 1 P -3 A HEADROOM MIN. 6' - E . , WIDTH B- TREADS 0• MRL DEPTH, RISERS 8' MAX HT, C. HANDRAIL MN- 34• TO MAX 38' ABOVE TREAD NOSNG. HANDRAIL 11/T MR TO 2' MIAK CROSS SECTION DIMENSION AND I I/2 MRL CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKNG AT STRINGERS TOP AND BOTTOM AND ADJACENT n111 I (9). E COVER USABLE SPACE UNDER STAIR W/ 5B• TYPE 'X' G1UB, (2) LAYERS • CEU_NG AREAS. F. NTERMEDIATE BAJI9TERS SHALL BE SPACED UV LESS THAN 4• BETWEEN BALUSTERS. SEE DIV. 010026 91-EE1 A -I. r e -1 SAFETY GLAZING PER UBC, SECTION 2406 l ` ' A. WINDOWS urn-49 I8' OF FLOOR 8. WINDOWS WTI-IN A 24• ARC CF DOORS C, WINDOWS AT TUBS AND SHOWERS D. GL.AZNG N DOORS E WITHIN 9TAIRU.ELLS F. WITHN 5' OF TOP OR BOTTOM OF STAIRS SEE DIV..08800 SHEET A -1 EGRESS 429009 PER LBO, SECTION 310.4 SEE DIV 08600 SHEET A -I IGNITERS FOR G48 FIRED APPLIANCES IN GARAGE TO BE 18• MIN, ABOVE TOP OF SLAB. SEE DIV. 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON- ABEOIRENT MATERIAL TO 10' ABOVE DRAM INLETS. SEE DIV 03250 SHEET A -I (2) LAYERS OF FLOOR 9HEATH5G OVER FRAMING. 8• MAX RISER WITH !0' MIN, RUN 9 MORE THAN (3) RISERS, HANDRAIL REQUIRED PER USG, SECTION 1006 SHEET 4 -1 18 x24 CRAW_ SPACE ACCESS. INSULATE AND WEATHER STRIP. WEE DIV, 0161022 SHEET A -I 22 x30 ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 010022 51 -IEET A -1 FLOOR MATERIAL BREAK LINE ( P -5 ) P -6 1 P -1 P -8 P - 1 P -10� 1 P 11 1 P -12 P -!3 1 1P -14 1 P -15 1 MAIN FLOOR UPPER FLOOR SQUARE FOOTAGE IS MPAN IRED TO THE OUTSIDE OF WALLS, STAIRS Alamo 000090 IN CALCULATIONS. OPEN TO EELOU! ACES AND GARAGES ARE NOT INCLUD I CALCULATIONS, - ( P - ib 1 P -Il 1 P - 18 1 P -I9 P -20 1 ( P - 21 ( P - 22 ( - P -24 GENERAL PLAN NOTES 1 SE C0.09 5•EET FOR ALL GE.'ERAI- NOTES AND REQUIREMENTS. 2. EMERGY AND AIR QUAIL1TY INFORMATION SEE DIV. 1T SHEET A -1 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV, 8 SHEET A -I 4, SEE TYPICAL MATERIALS LIST CR SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AHD REQUIREMENTS CONCERNING: MECHANICAL, PLUMBING, AND ELECTRICAL. OCCUPANCY SEPARATION: APPLY (1) LAYER 5/8' TYPE 'X• 9820. TO ALL WALLS AND CEILINGS CF GARAGE SIDE FROM FOUNDATION TO SH'E.4THING. LtRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TA FLOOR JOIST. SEE Div, 010025 SHEET 4 -1 13/8' MN. SOLID CORE DOOR WITH SELF CLOSER TO BE T1.r FITTING SEE: DIV. 00025 91 91 A-1 STAIR ASSEMBLY NOTE5. PER UBC SECTION 1003 WALL LINE ABOVE WALL LINE BELOW RRETLACE ASSEMBLY NOTES: A DIRECT VENT FIREPLACES, INSTALL PER MF9 SPECIFICATIONS, SHALL 009900 2 TO 480 REQUIREMENTS, SEE DIV. 00029 SWEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO LBO REQUIREMENTS. SEE DN. 010020 SHEET A -1 4BARTTN SHALL COT -FORM TO UDC REWIRE NT. 996 016. 00029 AND 9 SHEET A -I D. 99 TYPE • X• 883 ON NOUSE SIDE OF CHASE RE CLOSU TO ROOF 9HEATHNG. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3° DIAMETER STEEL POST 36' GUARDRAIL PER UBC 5091 4. AT STAIRS SLOPES AT 36° ABOVE STAIR NOSING-S. 8 VENT FOR MECHANICAL. 1' CLEARANCE ALL SIDES PER UBC SEE DIV 15 SHEET 4 -! PLANT SHELF UPPER AND LOWER LINEN CARNETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -19 U.SULATION MN. 1 co 0-) L0 _. D -- cfs- • G 2c ' .- - - , ofti' 2 ; : `'''.:, ,:— N Qt. HE ' crry A� 7 ALL FLOOR JOIST ARE II - TJI PRO IS0'e AT 152' cc VERIFY W/ MFG LAYOUT. SEE DIV. 06400 1 GENERAL FRAMING NOTES 1 FRAMING PLAN KEYNOTES BACK FRAMING AND SOFFIT AREA A5 REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIV.IS SHEET A -I RACED PONY WALL ON TOP OF LOVER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. 1 F -3 ) ALIGN EDGE OF JOIST WITH FACE OF WALL F -4 l ALIGN M91DE FACE CF BEAM WITH OUTSIDE . 1 FACE OF WALL F 5 ) UPSET T - OTTOM OF BEAM EVEN W/ BOTTOM OF JO19T AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM 18 USH 141TH BOTTOM '7 F -F-6 ) JOIST WITH NO TOP FL PLATE CUT ADJA FRAMNNG MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV. 06,100 SHEET A -1 F -1 ) l F -2 ) F - 7 F -8 P SEE LATE HEIG ELEVAT IONS AND SECTIONS FOR F -I0 ) F -II ) l F -12 ) F -13 ) F -14 0 4 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS, 2. SEE TYPICAL MATERIALS LIST ON . SECTION SHEET 3. SEE COVERSHEET FOR ALL :NOTE$ :4N REQUIREMENTS CONCERNING MEC44N1CAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANIF. TRUSS PLAN SHORN IS FOR GENERAL LAYOUT ONLY BE DIV. 6100 91 -5ET 4-1 - MISS LOADING SEE DIV. 010001A SHEET 4.-1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' o4.1114_0. 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. T. RAFTER TAIL 2x4. VERIFY. 8. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9. ALL HEADERS ARE 440 OF s2 UNO. PROVIDE 11) TRIMMER STUD UP TO 4 -0' SPAN AND l2) TRIMMER STUDS O -ER 4-0' UNO. SEE DIV. 04100 SHEET A -1 PRESSURE BLOCKING SEE DIV. 06400 SHEET 4 -1 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 NVAC OVER BEAM AND BEAM 5U'1PS DCLLN BELOW JOISTS 2X6 OvERFRAMMG s 24' OC 2x6 CEILING JOI5T5 s 24' OC SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD 1R 1 ABOVE W/ LOADING ® POINT LOAD TRANSFERING DOU.N POINT LOAD TRANEFERING DOIIN W/ LOADING HANGER Pow .R... FERE.'. B, KiGKER 0 HOLD DO IN WITH SIZE DESIGNATION. Vl TO VERTICAL STRAP USED ON FL IOOR I BELOW ATIDN 9txx _ HORIZONTAL 5TR4P WITH 5i[t DESIGNATION. O INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT FERE4R LLWLL. TTre OF SHEAR WALL .' L N WALL ABO sum) BELOlW E AS2€T UNLE` OTNF�Rwl NONO TED, ENGINEERING AND CALCULATIONS ARENOT VIDEO 81 THESE DRAWINGS: i 0 cfl i cx.: 0 Ln X `.) F-- _ ) (.!� -� 0 J co co CLY Q c1n of � SYMBOLS AND LEGEND © FAN- DIRECT - VENT TO OUTSIDE -BAS 50 OR MN. -KITC 151 100 CR1 MIN. - 0.470LE 140118E fAN 100 CR1 it VTo$ W4OLE HoUSE"EXHAUST FAN CONNECTIED A 24 HOUR TIMER - 100 CFM MN, vro Q THERMOSTAT • 50' ABOVE FLOOR ® 110, SMOKE DETECTOR PER UBC UR, 5AI rt•V BACKUP INTE NECTED 24 HOUR TIMER TO U.HOLE HOUSE FAN . . MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR WITS: PER DIV. 15,16 SSE SHEET Al A. PROVIDE S 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. 1 .GENERAL PLAN NOTES 1 FLOOR PLAN KEY NOTES I P -I ) P -2 P1 P -4 P -5 ) P -6 P -1 ) P - 8 P -9 P-ID ) P -H j � P -I2) E F -13 3 3 P -14 l P -15) P-16 3 P -Il l 3Fr18) P -I9 l P - 20 P -21 P -22 P -23 P - 24 ) L .SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AR QUAILITY I•EOPMATION SEE DIV. ll SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATIC. SEE Div. 8 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 (1) LAYER 5/8' TYPE 'X' G.W.B. TO ALL WALLS AND CEILSOS OF 0-45405 SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY (2) LAYERS TO TR55ES ANC TJI FLOOR JOIST. SEE Olv. 010025 SHEET A -1 I ,/S IMN. SOLID CORE DOOR WITH SELF C.LCS.'R TO BE TIGHT FITTING SEE DM 010025 SHEET 4 -1 STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 A HEADROOM MIN. 6' -0 WIDTH MIN. 3' -0' B. TREADS 10' MIN. DEPTH, RISERS 5 MAX HT. C. HANDRAIL MN- 34' TO MAX 35' ABOVE TREAD NOSING. HANDRAIL 1 1/1' MN TO 2' MAX CROSS SECTION DIMENSION AND 1 I/2' MIS CLEAR FROM WALL, SET. LIRA RAIL ENDS. D. INSTALL FIRE MOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(S). E. COVER USABLE SPACE RAIDER STAIR W/ 5/8' TYPE 'X' 01.115. (21 LAYERS • CEILING AREAS: F. NTERMED1ATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DIV. 01002. SHEET A -I. SAFETY GLAZING PER UBC, SECTIC' 2406 A WINDOWS WITHIN I8' OF FLOOR B. 554)0(5 WIT415 A 24' ARC OF DOORS C. WINDOWS AT TUBS AND 51-1OWERS D. GLAZING N DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE 05T 08800 SHEET A -I EGRESS WINDOW PER UBC, SECTION 30.4 See DIV. 08600 SHEET A -I IGNITERS FOR GAS PREP APPLIANCES IN GARAGE TO BE I8' MN, ABOVE TOP OF SLAB. SEE DIV. 5 SHEET A -1 COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON -ASE BENT MATERIAL TO 10 - 400/5 DRAIN INLETS. SEE DIV. 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 6' MAX. RISER WITH 10' MIN. RN IF MORE THAN (3) RISERS. HANDRAIL REQUIRED PER UBC. SECTION 1006 SHEET A -I 18'x24' CRAWL SPACE ACCESS. INSULATE A30 WEATHER STRIP. SEE 013. 010022 SHEET A -I 22.'0 ATTIC SPACE ACCESS 3/ 30' HEAD CLEARANCE. INSULATE AND UEATHER STRIP. SEE. DIV. 01002) SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL COFOR'J TO UBC REQUIREMENT5. SEE D1v. 010028 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL 00550141M TO 1.1130 REQUIREMENTS. SEE DIV. 010028 514EET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE Div 010028 AND 9 SHEET A -I D. 5/8' TYPE 'X' GUE3 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 AL AT 55450. SLOPES AT 3b' ABOVE STAIR NO51NG5. B' VENT FOR MECHANICAL. 1' CLEARANCE ALL SIDES PER USG SEE Div. 15 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 226 STUDS W/ R -19 INSULATION MIN. w C *RILL .4,4......la :4' iil 6 ; CO co ...9) V m v A. 03 ROOF VENT CALCULATION BOMBED ON 3 2.1/2• HOLES PER VENT BLOCK ROOF VE14T CALLS BASED ON UBC SECTION 75053 TOTAL ROOF AREA 155 5F/800 .386 SF OF VENT AREA REQ. 50 % AT EAVE • 193 SF REQUIRED 50 % • 36• (MIN, ABOVE EAVE • 193 SF. REQUIRED 5 ROOF JACKS AT 50 SQ. IN EACH•250 SQ. Ih1• 174 SF 78 LE. OF EAvE VENTS AT 52 SO IN /LF•406.8 SO, 114,282 . SF ( SF BF 1 2 GABLE END VENTS AT 18 DIA. • 24 SQ. M.• SF TOTAL 1 ENTS PROVIDED ROOF JACKS . 174 SF EAVE VENTS • ?.9 SF GABLE END VENTS •' _ SF TOTAL SF OF VENTS PROVIDED •'489_____ BF • AREA MAY BE 1/30 IF A VAPOR RETARDER IS INSTALLED ON THE WARM SIDE CF THE ATTIC INSULATION. MC 150532 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO 1/4' MESH 1START FRAMING HERE I2 GABLE ED TRK£> F - Il BOMBS D2 D2 1114LL LINE BMW ROOF LNE BELC1U F -4 1 UPPER ROOF FRAMING PLAN SCALE V4,1 2,0 RAFTERS • 24' oc. NR VALVED CEILING • STAIRS r - 1 J ROOF LINE BELOW 1 GENERAL FRAMING NOTES I F -7 L SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2, SEE tTPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COvERSI4EET FOR ALL NOTES AND REQUIREMENTS CONCE074•2 MECHANICAL, PLUMBING, AND ELECTRICAL. 4, TRUSS DESIGN EYMAN F. TRUSS PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE Div, 6100 SHEET A -I - TRUSS LOADING SEE DIV. 010001A SHEET A -I - TRLJSB SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN S. ROOF FRAMING SPACING, 24• 0..11.0. b. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4. VERIFY. S. ROOF TAIL AND RAKE OVER -TANG PER ROOF PLAN S. ALL HEADERS ARE 4x10 DE •2 UN.O. PROVIDE (1) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OvER ,-0 JNO. SEE Div. 06100 SHEET A -I 1 FRAMING PLAN KEYNOTES 1 BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE OWE SHEET A -1 RAKED PONY WALL ON TOP OF LOWER ROOF R2.MMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS - F - } ALIGN EDGE OF JOIST WITH FACE OF WALL �� F -4 ALIGN INSIDE L FACE OF BEAM WITH OUTSIDE FACE OF WAL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EMENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CJT ADJACENT FRAMING ."MEMBERS INTO BEAM FOR ADEQUATE SUPPORT, ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIV. 06100 SHEET A -I L F -II FL SH U - BOTTOM OF BEAM EVEN BOTTOM O JOISi6 W/ F -2 F -5 F-5 1 F -1 ) F -5 F -9 F -12 F -13 TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EMENDS DOWN BELOW JOISTS TOP OF BEAM E BELOW TOP OF JOIST TO ALLOW FOR HvAC OVER BEAM AND BEAM BUMPS DOUN BELOW J015T5 F -14 1 2X6 OVERFRENING • 24' 0C F -IS� 254 CEILING JOISTS • 24' OC a tmnark SYMBOLS & LEGEND POINT LOAD FROM ABOVE PONT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOW 4- PONT LOAD TRANSFERING DOWN W/ LOADING tee HANGER POINT. LOAD TRANBFERED BY KICKER " 5 HOLD DOILN WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLQOR BELOW " STxx -.— 1 IJ.ONTAL.STRAP WITH SIZE DES GNAT10N O - INDICATES SEAM CALCULATION WITH . 1140.5 X50 144116512 03 - EXTENT OF SHEAR urze I . TYPE OF SHEAR WALL: I ILL ALL ABOVE lialEMEMZ UJAJ.L 1 - 0 W NOTE. 116ENE QT10•1/9SE`140 EN56%>E RINr AND CALCULATIONS - -- IN -= D -- 11 Q F •® _c N 4 w to .LC} ..' R E I V E D CITY O TUKWILA PERM1 CENTER 6' NORZ. SIDING 8.00R JOISTS PER FLAN FLOOR Jam FER PLAN FLOOR:0 SM FER PLAN' Nook PERmiT NTER 'JOB NQ . .,. 99(9021. m b' NORZ SIDING L0 L2 SIDE ELEVATION u9.r- Is•e GABLE VENT — c0 MAMFFLOOR . s REAR ELEVATIO Bceb 1 /8'.r -0' TOP PLATE • GARACsE MAIN FLOOR TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION BUIII D ZNG PAPBR ffLV. 7) SHEATHING: (DAL )) c W (DW. 7) R30 BL WN,JN i4 -io SOFFIT: (DIV. 7) U2' RE-SAWN PLYWOOD to — eWBT-)DAV, 9) 3/S' OWB y s EXTERIOR WALL CONSTRUCTION �(DD i wK• R MGT. S BUILDI G WR 7) � ISO BUILDING PAPER SHEATHING: )DIV. 6) 7M r On OR EQUAL IV 2x4 STUDS ATI@'OC R•13 BAIT W/ INTEGRAL VAPOR BARRIER UT OWE INTT (DIV. 7) OWE: (DIY 9) UCTIION FLOORING: FINISH PER PLANS (DIV. 01003) SUBFLOO& 9) 3/4• TAG (PLYWD, COMPLY. OR EQ.) PLANS ISUAIO ) SU LT (DIV D 7) U PER WN PLYWOOD SHINGLES (D1V. 010003) UI PAPER OR.EQ A OS TRIMfDIV, 6) WINDOW: , BR. (WTTH NO SILL- P ER PLAN CORNER BOARDS: INSIDE 2x2 FASCIA: '2x0 LINO 2x4,2x3 �i /I�� /l��O /i I>•./ill�.iil1✓•.iiq�.�i \, u mtu at ttr tlHrftN m _ 'mumu=irt ut m 11 11111111111111117111111 � mtlu�mtrn numm uum oun r �,. umtluuitltn 1 ■m�iumm un -Inn a noon minnt1 ��r� i [t m 111111111111110 ni 'imnh Iltntiur : iiumn I ur+�um I u� i� / 'I; ,3 I :� n� IimuutltnnItu ' . iuiiiiI! 1i'I i ji I II j ij I i � � � g - lh�1�' ihniammarniallifIl VI 1 ■ IIFl tt lU11/il`t��� 111 1H11IINI IN u�rumtttmn Ii�iC i' 111�11 1N = 1 punnuolimme inn 111111111111111111111111111111111111 " ©O 1111 [[ 1 IO 211M in L IIAL •.� MGT. 2x4, 2x3 CCRNER Bo47D5, TYP. b WORE =NG. - TTP. i9 UPPER FLOOR 0•e 6A0LE vE4T 2x9 FASCIA m/ b3 TRH, TYP. 2x BATTENS OVER R;iti4 SAM PL71 000 .0 -TrF. 2x6 TRH - TYP. 2x6 TRH - TYP. 27.3 STOOL BOARD O 2x6 001 - T. 242 TRH 2x0 1000 2x6 TRH t2 FRONT ELEVATION 8esl. V4' .I' - 0° 2,3 0TOCt. STOOBOARD OYER b0 ./ &bxb' DEITEL0 • 24' ac. TOP PLATE w#_ NDR - Pr T. 0• MDO ROUCN SATIN uv 1/2•x2' •+ CORD* MOULDS 0b OVER b® TRIM MAN FLOOR TOP PLATE il!1= IIU11- 111111 =_ llilll- illlll =III �= IIIIII= I =III . II_umr -liliu ' ilil� -ium =_ IIIIII =II III =61111 = III 111111= ;11111= - 'llll_ nmi nnu_ uiln mnl= +ill -1 IIIIII �illll IIIIII IIIIII IIIIII; s STEPPED FOUNDATION DETAIL KT.& os3OO•0000626 8 r :b • TCF•.7F SLAB w TOP O PTY. 66.1.6. 2x N 2x4 TOP PLATE GARAGE DOCR FOR (SEE MG. PLAN FOR 542E) NAIL WEANED TO FOR W Ed NALS • S OD • SNR WALL LOG UNO.ON WAR WALL EOED. 2.2.4 511D541AIL BEAMING W ed NAILS • 3' OG TO EACH SW UNO. ON BRUNT_ SOED. NAIL 8d NAILS • 3' OL. • ALL PLTB. IDRB, 5 STt5S UNO. CN 810 BALL SCRBD. 2 2x4 4T ANY 84EAT.. .40LT 1)16 0.9P. 914E45545). (MN) BTH014 STRAP TIE ANCHOR (NAIL TO BOARD RCM BEND UP AFTER COCRE1E Qiei6) 114E 316644 IB NAL6 EACH UNO. 2 -204 PLATES. NAIL sum. TO EA HATE (L 518 ARE/ MINT 5454!2!U54 UNO. ON BR WALL 90540. CONTINUOUS FOOTING L O APA LATERAL RESTRAINT PANEL 03/4=1-0' CRIPPLE WALL o FOUNDATION 11 3/8W -0• .moo -o o- x T I IR' CLEAR I�IIIII�In If i I . �ry FOU RATIO D TAIL 3/4 °=T-0• 518'5410• AB. W 2,2043AV 554 STEEL RATE SABERS • 4' -0' 0..G (DIY.3 SHEET 4 -5 EXCEPT AS NOTED GI bEA/BALL EOEDTE.E T• 111 DEED. (2) 4 BAR.* TOP 54 vERT BAR • 4 eC, RILL Fe5 OF HALL (05) S BEET 4 -1.1 4 VER(. J4E4R • 4 :05 (DN.3 SLEET A -0 DAMP PROOFS. (05.1 SIR AU 4 NCR2. BAR • 10 f b' OVERAP 541 ) 4 (DIN. 3 °JEE1 A -U TCiNLNE 4. PER E. FT*. ORA61 WELTER N 24' GR405L BED (D1v. 2 SHEET A -1) (I)4 BAR CCHT. (DIN. 3 BIEET A4) SOLD 546STRATE 4' CDC. SLAB OVER 4' ROCK OVER vAPDR 5454500 5/81.10' AS W 270•x316• SO. STEEL RATE masts • 440 054 (DIN. 3 BEET A -I) EXCEPT AS 110150 441 5154054411 BOEDILE 7• MN STEED (214 BAR • TOP vERT' BAR• 10'...FULL FEIGIR OF BALL (DIN-3 SHEET A -U S VERT.4•8AR • 5• oC (DIV.3 SWEET A -U 4 NOM BAR • 10• CC Mix 3:SWEE7 A -14 4 BAR • ID oo L•2' -6• (DIN. 3:SHEET A -14 DAMP PROOFING ( DIV.1 S U 4U CLEAR (5,4 BAR COLT. (DN.3 BEET A -U SOLD SUBSTRATE 4 CONIC. SLAB OVER A ROCK OVER VAPOR BARROR PER PLANS 0030600400 - 28 400 1 PER PLAN 16 FOUNDATION DETAIL 3 /4• =?-O TTP. EXTERIORMLL CONSTRIGTKN PER PLANS (DIN 6 BEET A -U 4' CONC. OVER P ROOK CNER VAPOR BARRIER R 10 IEGID eELL4T1(T1 2X10 TREATED PLATE OFFSET we SEE FCWDATION DETAILS 3 MT FOUNDATION DETAIL 3/4W-0* TYR ROOK FRAHIG PER FLAN (Div.6 BEET A -I( TIP. 5x155404 WALL 4013TRC110N PER FLAN (006 BEET A -1) RM BOARD CRIPPLE HALL, PER RAN UN A MN STIR 5155 O R• PER I.BC SEC. 232045 6 B . MI, 6 BEET 4-14 SEE FOND4TION DETAIU51 °CRIPPLE WALL m FOUNDATION 0094600000.24 3/4=1 oP oe,00..08300.0,_Ta TIP. EXTERIOR WALL CONSTRICTION PER RAPT (DIN. b SHEET A.i4 TTP FLOOR MOB. PER FLAN (DIN. b SHEET A -0 SOLD BLOCKING OvER SUPPORTS • LOCATE COM. M MISER JOIN RIM BOARD k3 COLT. SOFFIT vE T N RES41N PLTUCOD • BOW) TREATED LID SLL SEE FOUNDATION DETAILS 2000 (50 O SLAB 0 STEM WALL 3 / 4sf -0' TTRCAL EXTERIOR WALL COBTRUCT1O1 PER PLAN (DN.6 BEET A -U 1 AIR SPACE B' 8144030 PAPER ROOKED ETD MASON, 54SEER TIE 50 WRING EV. 2 SO. FT. (DNA &ea AU MASORT VENEER CCM. IRi4SNFG NMEV . IOUS • 4' -0 TREATED MO SILL (045 6 51551 4 -U 855 Fa DATCN DET4l8 RBI BOARD RM. FALL r AR SPACE • SEE FOUOATION DETALS (4 -,FOUNDATION/FRAMING CONNECTION + °FOUNDATION DETAIL oa9ooD400a 3/4W-0' 00300. 05100 -os 1 s /4• =?-O° AI MIN. VERIFY •) GRACE CONCURS TOTE: MS OPTION CAN NOT BE USED AT BLEAR BALLS 04200 77P FLOOR A.l) PER FLAN (DM 6 SWEET T A -U TTP ExTER4O¢ 11.1 CONSTRICTION PER PLAN M, 6 SWEET A -U LOCATE WEAN. JOIN • COT P10CKNG OR JEST • WALL vAPOR BARRIER DAMPMOM. (DM T SC AI BEE POI047I001 DETAILS CANTILEVER FRM'G AT FOUNDATION 11 FURRING DETAIL 3/4=1•-0• 06100. 03300 - 02_1.0 L 3/4 °4-0' 06900. 08800 -2LTd TIP (Di 6 AL 50)415401 1 PER EXTE PL4N (DIV b 5F5ET A -U 0 CONC. SLAB OvFR 4' GRAVEL BED (DIN. 3 BEET A -I/ TREATED 110 BLL (Div 6 BEET A -U HANGER OPTION GAM TTP. (DIN. 9 SLEET A -U INTERIOR 8540614 WALL 10W:6 SWEET A -U VJ7 x 10' Al . • 4'-0' OL. (DIN. 3 SLEET'A -U SLAB ON GRADE PER PLAN (DIN. 3 BEET 4 -I) vAPOi BARBER COPT. SPREAD FTG. PER RAN (Dix 351ELT 4 -U•45' (214 BAR COLT. (DIN. 3 SWEET A -U EXT. DOOR AND FRAME (DIV. 8 SWEET 4 -U DOOR 410 4440.0 FLA8N.Y 49 REO'D. (DN.7 SWEET A -U 3ERVESTR4L FLARING 0 CONC. SLAB OVER 4• GRAVEL BED (Div. 4 SWEET A•U 2.71 TREATED TIEBNOLD TRIM R. JOIST :. TREATED MID 5LL ',.(ON. 6 54555 A -U vERT. RE-BAR FROM STEM UM, STUBBED MO SLAB TTP. FLOOR FRAMBG PER PLAN :. (Div.6 SWEET A -U EXT. DOOR THRESHOLD DETAIL (CANTILEVERED RETAINING WALL FILL WDTR 1154150 MO SILL HANGER PER MFG TTP. FLOOR FRAMING PER RAN (DIN. 6 SWEET A -0 EXT. DOOR AND FRAME (Div. B SWEET A -I) EBN DCCR TH OLD FLA5HNG AS RECD. L , (DN.1 SLEET A -I) FL FERvES5541 AYING 4' C01C. SLAB OVER 4' GRAVEL BED SW (Div 4 EET TREATED MD SILL (DN.6 SWEET A -11 r AIRSPACE TTP. vERT. RE -BAR FR441 STEM WALL STUBBED INTO SLAB POST AND BEAM PLAN EXT. 1 XT . v DOv OR THRESHOLD DETAIL TTP. FLOOR FRAMR6 PER RAN (DIN v -••A-14 ON . 6 EET A - TTP. EXTERI05 WALL CSTRICTION PER FLAN (Div.6 BEET A..11 ID TREATED M SILL 5EE FONDATION DE7Al5 AM POST AND BE PER RAN 59300. 00000.22 `J 4 3/44-47 06100-03300-06_7,11 NS I GRADE TCP OF DCUEL anET 500150 DOE4 NOT SLOE N THIS 40017)011 FOI0TNG SPANS 1IOR20NTALLT. TOP TOP OP BLAB TOP OF 4 -BAR 3/4 *4-0• 1) • FNI 111111 RT FM ■ 8 It I/2' CLEAR FOUNDATION DETAIL FRAMING PARALLEL TO STEM WALL FRAMING PERPENDICULAR TO STEM WALL 54 AB. W 2 SOL STEEL PLA1E SABFER8 • 4'40 EXCEPT AS NOTED OR SEA/EMU SCHEDULE TMIL EMBED. 4 WORM BAR 10' OL; r - 6 . 4015554 OVERLAP (DIV. 3 51551 A -D 4. VERT. BAR 541E AS SSE 51EEL 5P4CN.- (DIV. 3 BEET 4.11 TIRt4TLNE DA6P545GFNG (05.1 54501 4.1) 4 BTIE STEEL FROM F1.. • 5' 0C. (DI5. 3 BEET A -l) 4 PERE FT. ORAN 18FLTER N 24 BED (DIN. 2 51E57 41-1) SOLD 04556TR4TE (2) 4 BAR CONT. (DIV. 3 SWEET A -I1 RIM SOARD 112_d0_ AE R/ 270743/5 842 STEEL PLATE SABERS • 4'-0' 0L. (DIV. 3 BEES A - EXCEPT AS NDTED CN 6 EARIOLL BCIEDILE T 1016136D. MN BAR •TOP 4 )554. BAR • 4 4C, RILL I.EGNT O WALL. (Div. 3 BEET A -U DAMP PRO FNG (DN.1 &I AU vERT. J.BAR• 4• (Div. 3 BEET 4 -V 4 FIORZ. BAR • if i' -6 OVERLAP (MN) (DIV. 3 SWEET A -I/ TI544410 E ,� 4' PERT. F1 ORAN WALTER N 24' GR4vEL BED. (1015.2 SWEET A -11 (414 BAR CONT. (Div. 3 B BET A -U SOLID SUBSTRATE 5/87x10 W 270•X3 St/ STEEL PLATE LL51FER6 • • 4'-0' OL. (DIV.3 BEET A -U EXCEPT AS NOTED CN BWEAR5N.L SOEDUE T MN BREED. (214 BAR •TOP ART. 4 -BAR • 8• eC (Div.3 BEET A•14 NORZ BAR • FY oC (Div. 3 SWEET A -I/ 4 BAR •Woo L•2' -6' (DIV. 3 SEET A -14 TIGNTLEE - DAMP PROOFING ( Div 1 SHY A14 CLEAR (4/4 BAR CCNT. (Div. 3 54EET A -U TTP. 501515OR WALL CONSTRICTOR PER FLAN (DIN. 6 SHEET A -14 LOCATE SWATHING JOINT • COMM. MEME ER 7TP. FLOOR FRAMING PER PLAN (DIV. b SWEET 4.1) TREATED MD SILL BEE FOND4TION DETAIL/5) 4 VERT . BAR • R co. FULL (EIGHT (DIN. 3 BEET 1)1 4 4 -U 50.10 015051541E 4' PERK. MG. DRAIN WFILTER N 24' GR4vEL BED. (Div. 2 BEET A -I) TTP. EXTERIOR WALL CONSTRICTOR PER PLAN (DIN. 6. BEET A -U LOCATE SWEATN6G JOIN • Call. MEMBER SOLD BLOCIL G • RR1 JOIST • EXT. BALL FONT LOAD BEARIG '.PER PLAN TREATED M SILL 6E5 500045)01 051411(9) TTP. FLOOR ERRING PER PLAN (DM 6 SWEET A -I) 00300. 00000.01 1 09900. 0000626 1 FRAM LNG /FOUNDATION CONNECTION OFRAMING/FOUNDATION DETAIL 4_B 06Tma$300.08_ .11 3/4 -0r 00540.08300o1._T,11 Co co e cp 0) • 95.6 s LL O ;P- LO L • c C m a. SHEET CEIED CRV •F TVUKWILA 25[C_u PER T CENTER 5 i0 0 Q 0 S 8 0 • N 9 4 W Q 0 TTfilN IS ABOVE RNISPIEF 2,2 6 V1' Oc(c4MRGr9 4 T Pc= ect:ip or.opaa OVER 9IrPORT6 3,4 x.ERC pciC ATTAC44 LEDGER W/ 2 ROWS OF+I 2 LAG BOLTS AT V a 1YP.TJI moon mum. PER PLAN 2x PONY WALL .. - 4x SEAS I -(BfIE T REDUCE NalBEIR OP ON pR POSTE (Ll1D POSTS EXCEED 4' A( LENGT14 SCAB UV 2X4 EA, SIDE 2x (2' BEATER DE MI THAN JOLSTS) FINISH LANDSCAPE GRADE FEL SUB GGRA E BELOW FNI814 LANDSCAPING) 12 MN ON SOLID SUCBTRATE ea.au GRADE 0 TYP. DECK CROSS SECTION TJI L D IESt322 1l1• WIR4 SCREEN 1 6EE ELEVATION E1ffIOSE_ TId186 TAIL DP. GUTTER FRAME OVER WALL DETAIL 3/4=f-0' @ SECTION O BEAM �® 3/4=14/ L I I i • ..,=.*14 WIFE- p E . �6� ABOVE SSA- ca TTPC4L. R O O F CONSTRCTIOH- r w1 GLR FOR YENTA* FASCIA PER ELEVATION (DP. EMER1OR W4LL CONGTRUCTIpU RA .. (DM T S EET All DEL OR GIRDER TREE (PER FLAN) (TYP/ Rx1F Ca*TRlC-TION 2x8 ass DP. GAB. • GEILNG ROOF ERA PER rt.1`,' 5A3• TTPE 'X' GUIs db FECUIR£D SEE NOTES BELOW 2x=FER,PLATE 06100. 07300-16 SKri*HT, 817E PER PLAN FROYIDE RASING AS RECGM836DED BY PEG. 7x4 • ROOF AND FRAMING PET TTP. ® SKYLJGHT FLARE WELL DETAIL 3/4gf - 01300-0e100-01 L WALT. STUDS BET01D DBL JET, BLOCK AS NEEDED SEE MAN SEE FLAN FOR TYP. RISE RN D•1061ON8 314' FLTUOOD RISER I US HARDBOARD TREAD SRN EASED NOSPYs 3 2x STS TYP. UNE, CENTER STRINGER 61114 2 _20 8T471LY BACK TYP. KAL 081.. Sly UU (2)16d 00 STIRS L 4EADR00NT1UL , -8•, ILIUM MM. 3'-0 PER 4. INSTAL FIRE BIACKING • STISR 0K 4 0508 i0P 2. Y� 07PNL RISERS 8• MAX l EIGHT SL{ 3 ADJACENT wN l 1 82 FicR UDO it/ TO 1' SAX CROSS 1115 TOMAX- SIP ABOr6 TREAD S. CON3RUSABLE SPACE 160. STA IRT4N . Y14PDR41L SAD' TYPE •X' 6W8. 05 LA ♦ 8F 1 11'106435 ( L1 414 FROM CE L6.1 AREA W41.L, IAEN11lN RAL.R7D8 PEi4 RENO 6ECiB0k9 6.AN1Erd'RDIATEBALLIST#WL}. BEBPAL�... - 9 APAIYF iET OPENAG PER IBC 8Et,6✓dii... STAIR SECTION" DETAIL oevo- or300 -37 \ 1 3/474 - 0' EAVE DETAIL 3/4=f-0I' GABLE END DETML TYPICAL ROOF COT2STRC1IGN TRIM PER ELEVATIRI BOGS BOARD PER ELEVATION 2X4 BACKER FOR BARGE - NAIL 74611 SKIP CREAMING UITH 16d • OZ. DP. 2X4 011RX • 4' O.C. 0114 2X2 BETUEEN FOR TRIM TTP. EXIBIKR WALL CaETRICTION DPICaLL ROOF CQNSiRCTICN TRIM PER ELEVATIONS BARGE DP. SEE EL1VAN 2X4 B4CKE2 F OR IMME - 541115611 BEA/MG WNW *d • OD. r1 2x4 OUP • 4' o4: UJTN 2x2 P.E'um FOR TRI•I ELOCK.I AT CEI.NG LAE 2x4 LEDGER • ENT. CEILING L6E (TYP. WER:CR41 L CONSTRCTIQN) 104%L0004 FRN'E GABLE. END WALT. O EAVE DETAIL 3/4=1•'0' t @EAVE DETAIL Oe100- 07300.061 061100-07300 -12 \ v / 3/44 - 0' J EAVE DETAIL TYPICAL ROGF CONSTRICTION r 111 CLR FOR VEENG 141.48 OL AT OUTSIDE FACE OF WALL LNO tDN HEAR WALL BCEG.E BLOCK9 ING UNT. UIUN (3) 2' • HOLE Ar �.. \ I7U•O°BdED RAFTHL Tau. _ ! MO 't. ( TW.GUTTER � 1 I FASCLAPER ELEVATION I TTP. exyptl0R WALL cpwRuCTON 2X8 BLOCKING TTP. 0e100.07309-01 061100.7300-02 SHEAR WALL SHEAR WALL EXTERIOR SHEAR WALL SHEAR WALL PERPENDICULAR L O PERPENDICULAR TO FLOOR JOISTS OPERPENDICULAR TO FLOOR JOISTS G PERPENDICULAR TO FLOOR JOISTS TO FLOOR JOISTS © FOUNDATION 13 3 /4=f-0• 17070-03v046 ` O O 3/4d - 17070-00170-07 3/4 =f 17070-08/70-01 1 3/4 =�-0 01 1 � '' .11111 MVP 10 4 i Imo TA7ATA ATANINATATATAT■TAT 1A11 a 11111 TCP PLATE HALM PER SEAWALL SCHEDULE EOROT PLATE NAL. PER SEAWALL 9CIEDU.E PANEL EDGE 1 mu: NALNG FER...DILE TJI BLOCK TTP. TJI FLOCK ODNEA CTIC. TTP. WALL COISTRDTICR ERN WALL SIEATNNG PER SCHEDULE BOTTOM RATE NAL. PER SHEARWALL SCIEDLLE PATEL EDGE 1 FELD NAL. PER SCIEDLLE TJI FLOOR JOISTS PER PLAN ALIGN TJI FLOCK JOIST W BALL TOP PLATENALBG PER SNEARI LL SLIEDLLE TTP. TJI RACK CONSTRICTION TYP. W4LL CONSTRCTION URN WALL WEAVING PER SCHEDULE NAL FLOOR SEARING THIS AREA ERN led •6'oc EDGES 10 d•V'or-FIELD BLOCK ALL EDGES 10d•6'oc PLYE000 TO BLOOQG BOTTOM RATE NALNG PER SIEARUALL SLIEDILE PANEL EDGE 1 HELD NALNG PER SCHEDULE TJI BL00.16 BLOCK ALL EDGES PANEL EDGE 1 FELD NM. FER SOEDU.E TOP RATE NAIL. PER SEAWALL SCIEDLLE TYP. WALL CONSTRICTION WIRIF WALL SHEATH. PER SCHEME SHEAR WALL PERPENDICULAR 44 TO FLOOR JOIST - OFFSET CONDITION 3/44-0' 1m7aoe1Toae + , 3/4•=f -0" + NAIL FLOOR SEATHNG TUG AREA ERR d•6'oc EDGES 10 d • ET or. FIELD BLOCK ALL EDGES EOTTCM RAT NAL. PER SIEARUALL SCIEDLLE PANEL EDGE 1 NLD NALNG PERSOEDLLE TJI FLOOR JOISTS PER PLAN ANDARD SHEAR DETAILS & SCHEDULE TJI BLOCK. • ALL PANEL EDGES PANEL EDGE 1 FELD NALBG PER SCHEDULE TOP PLATE.NAILFG PER SIEARWWL SLHEDLLE TYP. WALL CLNSTRIGTICN MTH WALL REAM. PER SCNEOLLE SHEAR WALL PARALLEL 1Z TO FLOOR JOIST-OFFSET CONDITION 3/4"4 17070-06170V L ,OTATATATATANATATI /1 /1 3/4 W-O DOIELE STUDS AT NOLDOIN CONDITION TYP. TJI FLOOR CtINSIRCTICN 5M'JON NOLDNN FER PLAN AND SEARUALL SCIEDLLE SFESON INO.DOW STRAP PER'PLAN AND SHEAR FALL SCIEDRLE SEE ARCIL DETAILS FOR FONDATICNI CCNDITIDNS SHEAR WALL HOLDOWN TOP RATE NAL. PER SIEARRW.L BCIEDLLE BOTTOM RAZE NAJU PER SEAWALL SCIEDLLE 10 d • 6'oc PLY&D. TO RIM JOIST PANEL EDGE I FELD NAILING PER SC EDILE TYP. EXTERIOR WALL CONSTRICTION UTI MULL SEAN. PER SCHEDULE TYP. TJI FLOOR CONSTRICTION WO PANEL EDGE BLOCKING TYP. WALL CONSTRCTION WITH WALL SIEA71.6 PER SCIECLLE TYP, TJI FLOOR CONSTRCD. BOTTOM RATE NAILING PER SEAWALL SCREDU.E 10 d NAL• 6' oc POW TO RIM JOIST PANEL EDGE a FIELD NALNG PER SCIEDULE TOP RATE NNAILIM PER 54EAMUALL SCIEDLLE TYP WALL CONSTRUCTION &ITN WALL SIEATNNG PER SOEDLLE CANTILEVERED FLOOR JOIST ( TYR WALL CONSTRCTION WTN WALL SHEAMM FER SCHEDULE - - -�� trD d NAL • 6' oc PLYWD. TO TJI BLOCKING 1707o- 0e17o -11 D = 1 •= WO HTAMMILYMTAYAT /I 1 1/ /1111 /IN SHEAR WALL PARALLEL —4 TYPICAL BOLL CONSTRUCTCN WITH WALL SHEARING PER SCHEDULE TYP, TJI FLOOR CONSTRUCTION BOTTOM PLATE NALLNG PER SIEARNLL SOEDILE TOP PLATE NAL. PER WEARWALL SCHEDLLE ANCHOR ECU PER SCiEOLLE SEE ARC. DETAILS FOR KENDATCN CONDRCNS TTPICA_ WALL CONSTRUCTION BATH WALL SHEATNI G FER 5CIEDULE TYP. TJI FLOOR CONSTRIDON EOTTONT RATE HALING PER SIEARUALL SOIEDLLE TOP RATE NAILING PER 9HEARUALL SCHEDULE ANCHOR BOLL PER SCIEDULE SEE ARC. DETAILS FOR FGUCATICN CONDITIONS SHEAR WALL EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS. O+ PARALLEL TO FLOOR JOISTS 6. FLOOR JOISTS ® FOUNDATION 3 /4=f - 1707041M70-015 V . 3 /4=f-0r 170700e1a02 L 314=f - + 1 TTP. TJI FLOOR CONSTRICTION TYP. EXTERIOR WALL CONSTRCT. ETH WALL SIEATNNG PER ...LE BOTTCH RATE NAIL. PER SHEAR/ALL SCIEDTLE TOP RATE NAL. PER SIEARWALL SCHEDULE CRIPPLE WALL (DIN, 61 SHEATH CRIPPLE WALL SANE AS SREARWALL ABOVE SEE ARC. DETAILS FOR FOWDATICN CONDITIONS SHEAR WALL m CRIPPLE WALL 3 /4•=f - 17070- O330e-03 CRIPPLE WALL (DIv, b) SWEATHN'a PER SCREDLLE PANEL EDGE a FIELD NAILING PER SCHEDULE ANCHOR BOLT PER SHEARWALL SCRED(LE (11.4 BAR CC 1. (DIN, 3) _J SHEAR WALL 4 O0 CRIPPLE WALL - INTERIOR mmooeno -24 3/41 -0' NOTE ALL bFOR11ATIGN ON THIS SHEET 15 NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE WITH PLAN . co C 0 O co O0 L0 Ln Ln N 'A V U- 6.n co cN A r C m �.. OF 2;2L - - PERMITCENTER tit JOIST DEtAILS ,108 -NQ : .' d• 6' UPPER. WALL. TO LOWER ROOF CONNECTION ) 3/4Cf -O• (2216 d 8 d NAIL • 4' oz • EA OUTRIGGER d NAIL • 6' o,: TO TOP PLATES 2X{ O6TRIG(¢R3 •4' Of. WITH JOIST HANGER • TRUSS " TYPICAL ROOF CCHSTRUCTIO.I SEE 1720 TIE • EA TRUSS LS30 • 48' on \ e d• 6' dA.• BLOCK.. B OCKNG PER ARCA DETAILS I A95 CLIP PER BFEAWWAI -L 6CV1E01I.E L 13 HHOLDOWN STRAP AT CRAWL SPACE � L TIP. BALL cOHSTRICTICH UATN WALL SHEATH,. PFR SC•EDLLE DOUBLE STIR BOTTOM PLATE NAILING PER 614E4R ALL SCHEDULE BLOOC?Y A"D PLLER mom o0IESLE JOST OR BEAM PER PLAN ®HOLDOWN 10 3/4 -f-0' STRAP AT FLOORS DRAG STRUT CONNECTION gJ4sf , Tro os,>o-� 111DM ISO SHEA.. AND NNL•G PER StEARIIIALL 6C4VX LE 2X6 BLOCICIG ROCP SfEAT14ING AID HALM FER PLAN AND SHEARDALL SCHEDULE 2X4 LEDGtR (2) R6 d EACH -°TID (22 16 d EACH E4_0CX 17030-00100-30 - INTERIOR SHEARWALL TO ROOF COND. - HOLDOWN STRAP ® FLOORS 3/4'4-0' u000-moaoo 3/4'=f -O7 4070 0e110 3/4=f-0. 1>6d 8 d NAIL• 4' oc• E4 OUTRiBD.R d NAIL• 6' dc-TO TOP CHORD • BLOW. 2. BARGE 4 6.3 TRIM 2,4 BACKER FOR BAS. NAIL TURDUG14 SKIP BEANBAG UN Wd 2 OUTRGGERS • 4' OL, UATH JOIST ■HANGER • TRUSS fAaJ F END TRJS6 PER BH alp 604mULE T7PIC4L ROOF CCNSTRICTIC,`: PLYWOOD ROOF CONDITION OvEINAM PER FLAN TYPICAL ROOF CONSTRUCTION '1 5 '.•,14.t . ,,. • TR166 LS030•40' BLOCKING TO TOP PLATE 8 d• 6' oz. BLOCK. 12 BLOCKING PER AR.. DETAILS SEE ELEVATION I r r TYP. EXTERIOR WALL CCPCFEICT1ON 8014 WALL SHEA.. PER 6OEDULE c- Q ,;* 3/44 TT000- 00100-04 al CO C. -o i■Tio C:1 YD : '(0 � N PLYWOOD ROOF CONDITION 1 1 1 RECEIVED CITY OF TU PERMR CENT 07/00/ ' SHEARWALL SCHEDULE '• 5P11 - .. I st+n VN 3003 '"WIIVN OI31d 'TU>pO% • 3 61'108 a0N0NV 1114 41410f xL 1 oNIIIVN 'Id d01 01 *8,0019 BLOCKING TO TOP PL. NAILING TJI JOI9T9 :174 4 •dHa i . naaa a . av 3'18Vfi011V a .- v nnn nn n I. n -� YES 5/8' • 48' A. Ibd • I2' Gd • 12 100 FI G-4 VY GW13 OAE SIDE OR 5/8' G S OPE SIDE . COOLER FOR 1/2' YES 5/V•41, NAIL • 42 A.33 18d • 10' Ibd a W - 125 PLF G2 -T IR' ale TUlO SIDES bd YES 5/8' • 48' 20' 1.1 • 6' Ibd • S G2 -4 GR COOLER YES 5Y8' • 48' 20' I6d • 6' led • 5' 5/e' GE TWO BIDES FOR 5/8' PI-8A YES 5/13 48' 20' 16d e6 Wd • 5' 50 PLF PI-6 YES 50 • 48' 14' 16d • 5' Gd • 5' 240 PLF PI-4 VG' 098. YES 5/8' • 32' 12' I6d a 4' I6d e4' 350 FLF FI -3 ONE SIDE TES 5/8' • 24' ibd • 3' 16d e's' 450 PLF PI -310 - USE 3x STUDS PANEL EDGES • 545 PLF 8d TES 5/0' • G PI -2 USE 3z STUDS COMMON 135' P1 -4 VIA' OSB. SIDES NEATNOY ST4& ER SNE D'0. YES 5/8' • 16' 4 CLIPS (2) RCM LL. Kd • 4' ) RCI4G Ibd • 4' l00 PLF JOINTS 11/(2) STUDS • PANEL EDGES •T' STS ERED DEL RI 1 (2) ROWS (2) ROWS P2 -3 YES 50 • 12' A35 CLIPS e5 Ibd • 3' Yd • 3' STAGGERED S00 PLF NO 5R' • 48' 12' 16d • 5' DEL R➢1 16d • 5' 1 202 FLF 1.14-4 .... LETEFA B RD, OR BIDDY OR EQUAL CG1'1MON M I 011 ►1r:9!!�! G1 LID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS d 0 cs a FOUNDATION SHEAR WALLS Bc�b VO°.Y -0' SYMBOLS &, LEGEND 0 PONT LOAD FROM ABOVE Pow LOAD RRCM ABOVE W) LOADING tl'a"y POINT LOAD TRANSFERS. DOW : PONT LOAD TRANSFERING DOW W/ LOADING HANGER PONY LOAD TRANSFERED BY KICKER HOLD DOLLN WITH pE51GN4T!CN Y VERTICAL STRAP WITH 812E DESIGNATION TO BE USED CN FLOOR BELOW STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION O IND� � CALCULATION WITH MJMBER —.. —.. . EX1ENT c SHEAR WALL TYPE CF SHEAR WALL W ) f ALL ABOVE B=Iir WALL BELOW Ng/TEN LNLEWW OTHERIDNBE NOTED, ENGINEERS. AND OALQJLAT'IOJS ARE NOT PRONDED N THESE 8HEARILIAI A SHEAR NOTES WLESS OTHERWISE NOTED DESIGN CRITERIA I. SEE CALCULATIONS FOR DESIGN CRITERIA GIENERdL NoTEA 1. ALL SHEARUALLS SHOLLN ON T'FE£ FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. (TYPICALLY SHOW SHADED) 2. ANCHORAGE 15 FOR SHEA$UALLS(PANELS) ONLY, WHERE PORTIONS OF WALLS ARE.. NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED • 16' OC1MN) PER TABLE 23 -t -Q. 3. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED as SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MLA. UBC. REQUIREMENTS_ 4. PROVIDE TWO STUDS AT ALL HOLD COIN LOCATION, 5. SEE MANUFACTURER'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDOWN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. 6. ALL PLYWOOD OR GYPSUM SI4EARU4LL5 SHALL SE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OF STUDS A4p BLOCKED PER SCHEDULE. i. DO NOT OVERDRIVE NAILS INTO 5HEATHING- 8. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE - APPROVED BY THE BUIL05 OFFICIAL ROOF 4 S1-EATI-4ING L ROOF SHEATHING: 1/16' 055 APA RATED SNPATI -ENG (24/0) LAT UP W/ MINIMUM I /8' CLEAR SETILEEN PANELS TO ALLOW FOR EXPANSION NAILING SHALL BE 8d AT 6' 88 AT PANEL EDGES AND /2 88 AT INTERMEDIATE SUUPPORTS_ PROVIDE EDGE CLIPS • 24' 0C. • ALL UNSUPPORTED EDGES. ALLOWABLE DAM-IRA/1 SHEAR =180x062 =142par 2. FLOOR SHEATHING: 3/4' COX TIG APA RATED PLYWOOD (48/24) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATION AFG 01. PROVIDE T4G EDGES AT LONG PANEL EDGES. NAILING SHALL BE 69d AT 6' oc AT PANEL EDGES AND I0' oc AT INTERMEDIATE SUPPORTS- ALLOWABLE DIAPFgiAM SHEAR=25x0B2 =111pef 3. PLYWOOD SHALL BE LAID W/ FACE GRAN PERPEI4D, u,_AR TO SUPPORTS AND END Tyr. • SEAWALL DIMMON ITIONe TYP- UND. ecLtD BLOCKNB 1NDER 8FE4RLWLL ABOVE MAIN FLOOR SHEAR WALLS TYP. • ePEAR ALL DESICNATIGNS D2-060 • CA) CS{6x10'0' TOP • BOTTCA'1 OP 11.80083 FLAT BLK'• RE5T STRAP LOCATION UPPER FLOOR SHEAR WALLS 8re V8' =I' -0• cid L1J T- 0. RECEIVED 010 OF TUKW CO 5 0 O OJ (15 CO CV cD