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HomeMy WebLinkAboutPermit D2000-152 - FOSTERVIEW ESTATES - LOT 2 - NEW SINGLE FAMILY RESIDENCEFosterview Estates- Lot 2 13608 42 Av S D2000-152 ; f City of Tukwila 1 / Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 f a ; ` ;, i Parcel No: Address: Suite No: Location: Category: Tope: Zoning: Con.st Type: Gas/Elec.: Units: Setbacks: Water: Wetlands: WARNING: Contractor OCCUPANT OWNER CONTACT Constr PUBLIC Curb C Signature: Print Name:__ IF CONSTRUCTION BEGIN_; BEFORE APPEAL PERIOD APPLICANT IS PROCEEDING AT THEIR OWN RISK. 261200 -0020 13608 42 AV 5 NSFR DEVPERM GAS 001 North: 125 License No: DUJARD *204L0 FOSTERVIEW ESTATES - LOT 2 13608 42 AV 1 3, TUKWILA WA 98188 DUJARDIN DEVELOPMENT CO PO BOX 5308, EVERETT WA 98206 JOHN KAPPLER 14 SE 16 ST, BELLEVUE WA 98007 CONTRACTOR DUJARDIN DEVELOPMENT CO PO BOX 1.059, SNOHOMISH WA 98291 k*** *•k•k::k•k: *******• k• k*• k• kk. l: l* ***** * * *kk•kk••k:L••k** * **k:kk: * Permit Description: CONSTRUCTION OF A NEW 1,849 SO FT SINGLE FAMILY RESIDENCE, 637 'ISO FT ATTACHED GARAGE AND 192 SO FT LINCOVERED DECK AREA. (BASE PLAN #B2000-073). PUBLIC WORKS ACTIVITIE'S INCLUDE: ACCESS, LAND ALTERING AND STORM DRAINAGE. •k:i•:k k***4k * **•k* *** k•k** *•k*** *•***** k** k k k*•k* *k* **k*•: +••k•k'k* **•k k•k **k ** k * * *•k ** **•k**** ** k:k* k Permit Center Authorized Signature: DEVELOPMENT PERMIT Fire .0 South: .0 East: Sewer: VALVUE Slopes: _ E:q a Permit No: Status: Issued: Expires: EXPIRES, Occupancy: UBC: Protection: .0 West: .0 Streams: (206) 431 -3670 D2000-152 ISSUED 08/08/2000 02/04/2001 DWELLING 1997 Phone: Phone: 425 -641 -5320 k : lkA** *•kk *•k **k***•k** **:ir** *k * uction Valuation: 1 173,739.78 WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS ut /Acces.. /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land_Altering: Y Cut: 177 Fill: 266 Landscape Irrigation: N Moving Oversized Load: N `tart 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• kk**• k********** kkkk* kk*' k*•k**' kk* k* k*** *kk *kk *****k*** *k***** *kk**kkkk TOTAL DEVELOPMENT PERMIT FEES: $ 1,607.15 : k**** kk•k**: k: k**•k* kk k****•k* **** **k•k*k* ** *k ** *:*: kkkk* **k* k*k*****k** *:kk•k*kkkkAkkkk - - Date: e --1-03 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local lax,_, regulating construction or the performance of work. I am authorized to sign for and obtain this development p,_.rmi t Date: A E . This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the wo,•k is suspended or abandoned for a period of 180 day_, from the last inspection. 13 .• . • • DISTRACT 41125 @ (206)242-9547 AND SEWER PERMIT FROM VALVUE • • - SEWER DISTRICT @ (206)242-3236. Temporary erosion control measures sha 1 I be implemented as the f irst order of business to prevent sedimentation off- site or into existing storm drainage faci 1 ities . 14. The s i te shat 1 have permanent eros ion control measures in place as soon as possible after final grading has been completed and prior to the F ina 1 inspect ion. 15. The dr tveway sha 1 1 be designed and s loped so that drainage from the dr veway does not f low onto the e x i s t i n g road surface. 1 6 work affecting traff i c flows sha 1 1 be closely coordinated with the City Utilities inspector. Traff ic Control Plans sha 1 I be submitted to the Inspector for prior approva l 17. FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPALES THAT ARE 3H: AV OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET. OR MORE AND WILL BE UNWORKED FOR GREATER THAN 12 HOURS . DURING 'THIS T IME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS , IF THEY WILL BE UNWORKED MC/RE THAN 2 DAYS. COVERED:MATEOIAL.'MUST BE STOCK:PILED ON SITE AT :THE BEGINNING OF THIS 'PERIOD. INSPECT AND MAINTAIN THIS . :.•:. TABILIZATION WEEKLY AND 'IMMEDIATELY BEFORE, DURING AND ..:.''.. :IMMEDIATELY. FOLLOWING. STORMS. FROM MAY ,l 'THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN TEMPORARY 'EROSION PREVENTION AND SEDIMENT AF LEAST . moNTHLy.' . .., . ALL DISTURBED :AREAS -OF THE SITE' SHALL , BE PERMANENTLY srApILIzP.' PRIOR TO ,FINAL CONSTRUCTION APPROVAL • 4. . • • • CITY OF TUKWILA Address: 13608 42 AV S Permit No: 02000-152 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 05/25/2000 Parcel 11 261200-0020 . Issued: 08/08/2000 Permit Conditions: 1. No changes will be made to the plans unless approved by the Ingineer and the Tukwila Building Division. 2. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 3. All constructiOn to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington Slate Energy Code ( 1997 Edition). Plumbing permits Shall be obtained through the Seattle -King County Department . of Public Health. Plumbing will be inspected by that , agency, including all gas piping . , (296-4722). ' 5. ,Notify the City of Tukwila Building Division prior to p)acing any concrete.- This 'procedure is in addition to any requirements for special inspection. 6. Al!) Wood to remain in placed concrete shall be treated, wood. 7. VaIidity of Permit. The issuance of a permit or approval ,of Plans, specifications, and computation hall not be con strued to be a permit for, or an approval of any violation of any ,of the provisions of the building code or of any ,other ordinance of .the jurisdiction. No permit presuming to . . . give . ,authorty to violate or cancel the Provisions of this code shall b valid. 8. Electrical permits shall be obtained through the Washington State Division of Labor and industries and all electrical work'will be inspected by that agency (248-6630). There shall be nu occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector.. 10. All mechanical work shall be under separate permit issued by the City of Tukwila. 11. All permits, inspection records, and approved plans shall Le 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. CONTRACTOR SHALL NOTIFY CITY UTILITY INSPECTOR @ (206)433-0179 OF COMMENCEMENT AND COMPLETION OF CONSTRUCTION AT LEAST least 24 hours in advance. ALL CONDITIONS OF FOSTER VIEW ESTATES PLAT APPROVAL SHALL .13E MET, SEE L99--00L8 SHT 4 OF 4 WHICH IS PART OF THIS UBMITTAL. ALL STORM DRAINAGE pwrs SHALL B ASTM-D 3034 PVC SANITARY SEWER PIPE WITH GASKETED JOINTS OR ADS N-• 12 "PIPE. APPLICANT SHALL OBTAIN WATER METER PERMIT FROM WATER z re I I 6p 0 C.) 0 CO 0 (D w UJ 0 g u_ 52 a z o z ILI 2 n 0 (-) o w I 0 1- r . — 0 • z Lir 0 Description of work to be done: MefUJ 5 FR frISAL . as.e PL an . , 0 - '°- 3 Type of work: ® New Single- Family Residence ❑ Addition - Single- Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: • Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck nitialsJ Proposed New Square Footage: sq. ft. Dwelling sq. ft. Covered Deck(s) CO $1 sq. ft. Garage /Carport 18Art sq. ft. Accessory Structure(s) l sq. ft. Uncovered Deck Contractg r: - -1) nr4 ( leAldopmenutt Floor Area Ratio: (total floor area of all structures divided by the area of the lot) A) //a Street Addr s: City State /Zip: fl' a.I9nve - *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling Architect: • Ka t^ Arta 4e.e. * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Datspplica tion a ; raj Date p llcatlon xpires: Appli atio t nitialsJ Project ame enant: ro.'ArV ito,ij)a•?iks co f DZ Value of Construction: Site Address: ( O � r ,� City State /Zip: 1 - f e . rn.c -, Tax Parcel Number: (o J,7 on - f) Or:Z O Props Owner: 0 ° arc! n.. lieVe, ( op oiefLf. Phone: '-3 '3t- ( -So( Street Add City State/Zip: OW 530 (VOAe IA) - Vat) Fax #: VS -, )( / -sue I . Contractg r: - -1) nr4 ( leAldopmenutt Phone: (,/ 5 Cd2 ✓e__. Street Addr s: City State /Zip: fl' a.I9nve - Fax #: as cLkv I/e_ . Architect: • Ka t^ Arta 4e.e. Phone: `7015 -(o yl 5370 Street A aafi�re City State /Zip: �4 -?,11 g• ilo tee& 4 Vvt, in )/- 9S''O Fax #: y25- (a y ( - 6 Engineer: . ....,-. , r. l c, ie rZe. /9ss o c!--• Phone: 1 0-5 — ' ) 7/- (,,.1 z Street Address: City State /Zip: /8 767 Ale .11) Stuk 0 Ed/mwJ\ Goo 9lb2 . Fax #: (1,16 ??5 0?-3 4 Contact arson: ker AMA r ke ► p: Phone: /4s abo ✓� Street Add City State /Zip: 05 s c L Ve . Fax #: IA _ Single - Family Residential Permit Application CITY OF TU "WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 - • R STAFF USE ONLY Protect Number Permit Number: 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 =REQUEST FORiF,PB IC WORK SITE/CIVILPLAN REVIEW OF',THEjFOLLOWING r. !.. ,`;;: "(Addltlbnal'reviews h all•be!determlr ed by the:PubllcWorks Department] ";= ti `r `;, ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling El Land Altering: 0 Cut cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. PLEASE SIGN BACK OF APPLICATION FORM . 4114'' :' KY gal Size(s): 0 Fill cubic yds. Schedule: r) Z F -w 00 W I F- w E QQ u. co 2 I— w Z = F- I 0 Z F- w w O • N O I— LL W • 0 - O W Z O~ Z 1722 . . r' C 2 r!:� M Ytl 7' ," C 1 r f ''� ' +!t 1. ` 4 • d ' tj ° r�' i7. �o� �y Y �+ a00 «� 1 Sal i Mdi fiV 'iNxO:titt V rli0J4::t n 414NYO'tlt4c kc4 Y0ti A W,; �r i !.ti9 it4 WW0S}{ Nl!k'": 1'EtA♦Frii1tHh14thhd'r,W iHECI' Wo:t:criari.:. 1)1311?it1):•CU DEMO(' 1nMi1J 1Iii Type: I)EVPE lM 1} EV,14.Qr14FN't t't ?};i4a7 ` i r, (d(1i 1 Total FeQ9 "n 2.00:J1 ;,5 Total fl {..L. Pmtrr : 2.007.15 11alance .00 *•d Il•kki *4.0$:ikA'4•k *•d *,k* *•ti• L. *A•4 k *.1 ***k. .1:+:' A 4), *k *• rcAA *•A *•k4 k•k•4i,*1. lcc.i:ttnn t. Code t)efi r r »t: i on Ain, u :t 000J.2',.100 GLILI::t'lme - ;'Er 1,008.15 000/315.830 PLAN CHECK RES 4(0.00 0Q10'/1d;i. t;10 F'I..AK CIIErK UTILITY 20.00 000/3436.9 04 ',i'F.O11:1.EIUTl..1}:{t4G SURCHARGE 1,.50 00(r'342;;:400 1:N` F : F E E -• UTILITY 15.00 4121342,.400 INSP. FEE E . TORA DRAIN 15.00 '000/3;' .. /00 LANT.■. ALTERING PERMIT rEu„ 107.00 000/.3 :45.I330 LAND. ALTERING PLAN CHECK 37.50 6771 00/09 9717 TOTAL s4 ******************!**************** * * * * * * * * ** * * * * ** * * ** * * * * * * ** ** CITY OF TUKWILA,: WA TRANSMIT * * * * * * * * * * * * * * * * * * * * * * * ** *zoos * *► * ** * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: R9800290 Amount: 400.00.05/25/00 10:54 Payment - Method: CHECK Notation: DUJARDINE DEV Init:. WER P ermit No: D2000 -152 Type:, DEVPERM DEVELOPMENT PERMIT Total Fees: ! 1,812.65 This Payment 400.00 Total ALL Pmts: 400.00 ,Balance: 1,412.65 ********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Account. Code Description Amount 000/322.100 BUILDING RES 400.00 4614 05/26 9717 TOTAL 2400.00 4t4:1a 1�a�.x "tuxr ,>.. Ueaii.isr?Sr Ji ,. +.S r G. filaar:, N W 0,: g IL <IC 0)ii zF i Q Nr . c F- 'w w` ui Z, 0= Z K A pproved per applicable codes. INSPECTION REC .D Retain a copy with permit INSPECTION O. CITY OF TUKWILA BUILDING DIVISION .: 6300 Southcenter Blvd, #100, Tukwila WA 9818 ject Address: 1 3(00 S f Special instructions: D to c d: Date anted: a.m tp Z.(e 10 I p. Req ester: Pn � - r of:lrispectio : r ina S COMMENTS: / Inspector: PERMIT NO. (206)431 -367 Corrections required prior to approval. $47.00 REINSPECTION FE 7' EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: u4X.- :.k`k1' .:' -t. TiY3:.s'..:{:P 'au'anq.�,S.. q" :.':::..�� :.ot0.1.1=e a ;4ry S V z W ' J � p 0 co fA W! W gQ D. O ` z 0 u j O N W . H — ! 0 li 0 z Espied: -0S-ieY OG0 L° -1- T e-of Inspection: Nddress: niSDS 12—rd A S Date c2iledl... / a 6/z3/01 Special instructions: Date wanted.' -- tj i e P.m. Requester: h : INSPECTION REC Retain a copy t#th permit ,.4 INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. III ID2oco- PERMIT NO. (206)431-3670 gi Correttial required prior to approval.. CoMmENT 4 0 — 744 ' 9 S e /2 did /7 t /--e-Y).75 Ys' 49A- $47.00 REINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid it 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , I Receipt No Date: , 4,041,....1,1441446 1WiCalk kaagapiwagth. 444/44:61U44,1,U.avali. .W040 44.14444 Project: 1 57 e V/l Cc�. Type of Inspectio Type / C/ Address: /3/"A?" L t 1- , , ,g(, S • Date called: t/P .Yid Special instructions: Date wanted: I • t ' a.m. p.m. Requester: , , / Phone: e4A S so INSPECTION NO. ) INSPECTION RECORu Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D2 O / PERMIT NO. (206)431 -3670 E Approved per applicable codes. Corrections required prior to approval. COMMENTS: LA- X 11,4 y / 74.4".—a Inspector: Date: /2 ❑ $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: w s' ....K :i�l'`RxiaL3'Ual;e'niaLi k9 nraas4 €s Proje Teo e.V 1/ie T e of Ins ction: arCkt1110/► E Date � called• — 1 p —o Address: r L-- �-nc(- Special instructions: Pok,�- e 4 2:00 p ni D te wa a Yj "" a.m.' p.m. Cel ts Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: AP meta . • 4a INSPECTION RECO Retain a copy with permit Corrections required prior to approval. Date) $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: PERMIT NO. (206)431 -3670 44 a; ■ . �. t.u; «d .k,k oJ+ is xh Sd•n8 •e irl+ $ R rfON :7 Yiti Project: T e of Inspection: Address: l34oa -44Z IU Date called; 31//01 Special instructions: Date w!2 / v� a.m. Re uester :� r,�' erw 1"t JM • . � Phone: as i r�br.L:ta' • g:11 INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: , / 41 cr Date: 3 /zki 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: 3X 7& ` 'k:l"4441 TS4.:.l.'►:J'nitL"taci:Siw' ";,•, e'L"s� .x}71 4 ".•"hU6c A;i4i r.<t! .t.1, k :lf (• r txwalMa„rii viMSu3NJa1 . o alu .LEi aYr e4rY" 6'rtk8'xM11 4Y. i% ikM.!'.It:'.a,+�is#.ii:J,iW..n 'i44 44" )1:tiddaSsy 4 . 40:t.,60,'it..o 4;41,4 Project: 1,5` ✓v Type of Ins�ec o Address: / -3400Y �2 (644 Date alle : /6 n1 .- Special instructions: D 1/6/O t a t d: a.m. Re uuester: PC d.5 - - 30-Woy INSPECTION NO. Inspector: INSPECTION RECOR Retain a copy with permit -)) PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1i (206)431 -3670 E] Approved per applicable codes. Corrections required prior to approval. COMMENTS: S Gre ur s Inn:‘ SS I in vairio0 Or '\--t d,n Otn n l IM G \ t� G 'A a �-r) � n "�- n p r A ds \`reSh 01r -e 5 5 ■kne t N,1\P -PcS _ Cu a ' �, �1 - V ( �. Date: 4 20-- $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: ekia4v42,/,,1SAid�titi�iliuhcrL •" `i: 'Ft�. i4'EYtsrtiG .64 1:.Wt%ii;44 4:44 744:4 i (ifcNanS 4n w b� >st'tix Y.11 , di1:..4ht+ U Q CO W W W O. 52 d H z o w w 2 O NI . 01— UJ V — H O UJ V N 1= _ z 1--: Project: �^' l ? C'Y(/l.Gl�t� Type of nspection: • fC - NMI IV- K c Address: /369 4 q 2 'NEIalX.. Date called: 0 /10/ Special instructions: Date wanted: 42/x /0l /a . lP;! Requester: Oa,. Phone: y25 -30 - 9 &0y INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 IK A — pproved per applicable codes. Inspector: ili INSPECTION RECOR Retain a copy with permit PERMIT NO. (206)431 -3670 ❑ Corrections required prior to approval. COMMENTS: E ra tin -- Cr) on r - - e_ Date: 2- ) 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: Cas.'.kir. car.: a-q. sct,rl ;ards;e:g4te:rA.,.fE4r- i am !+{,}.�, .w.« .+knf4:�fl:G.444 COMMENTS: Type of Inspection: ` ,� ..LY‘StJ i ot )&w .L1 S U I ccA1 U v% `- Gt n,() ir4 week. Date called: �- I� [ 1 n ckr a` 1 oh — 01 r p1/r �l Requester: � RN *"P 9 - ovT\ -- Gv\A r c.\ S ho+ l -ea .-1-0 ou - e Project: � ] )s IPr V I P W Z Type of Inspection: ` ,� ..LY‘StJ i ot Address � 1310 - '-1)-- wi ve S Date called: �- I� [ Special instructions: Date wanted: Requester: � RN Phone: I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 pproved per applicable codes. Inspector INSPECTION REC Retain a copy with permit ,„AP„ Corrections required prior to approval. Date: 2_ /2_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: 6r.ia z`Y 44ar . ' ," • i ak4Wei.`:4 ie:• •ik aw ' Y,YW.A.J%hf.A P ject: ' . & e ,t V ievJ Type of Inspecti 1e 1 `IS °C/ > 1t• l i p d 4ID s � � , ( Zl l(1 d l� Date ll�c ailed .2-.12-10 I Special instructions: s O 1- Date wanted J 5 / 6 / /.m. ( ( pa m. Requester: �-� Phone: . ZS � ( 6, o INSPECTION RECO Retain a copy with permit INSPECTION NO. OF CITY OF TUKWILA BUILDING DIVISION 630b Southcenter Blvd, #10d, Tukwila, WA 98188 Db000 , `isz Approved per applicable codes. plcSorrections required prior to approval. COMMENTS: QrY'-P( \tDvt S Y'ow /1. e rd,M� -PA-9 '12 AOIr � d 1�= GO1 ir01 u e.1 ` Of v1c. 1 SS u� S S i 1 C� c A-<—kG t:`t h \ -). I �o'e. 1�cet' 1 Ar ,,n s pleC A-16r\ c() Inspector: Date: $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: +?:✓re�'� t � .. v ....a.wAlS':1.AK.rk.e.l�.iti'S Y,4)..uf is 4rliHZ4.:�i:}F .df�.'.ab {,,L `VLl� "J §4)... .:1 4 M1"a�rvJi ak ;avi ka. '3. 4'Laa y sn ' u . tvii 4 4t i iwt iS l.ai�irt ;14r5et #;. Project: �-- I v5ie, Type of Ins pe icto /7S IAA 0 V� Address: �/ � J ( fS t/ " . Date ailed: a ( 0, Special instructions: 641-41 2 _ Date an d: 4 .S /V / // a.m. p.m. ReAAylester: Phone: INSPECTION RECD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 1 Ooo PERMIT NO. 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. Corrections required prior to approval. ir. COMMENTS: ,�--� 6 1-74, (4)4 ' t ' E $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1.40 Ot :tiVt.', •40,041.44 a,'iii, 7 ,kt' S3 »r r e.) ` t:r w.& id'�wu.ftu as3n FCOMMENTS: e. ec4ri c v\ n l ire , 66k e k5p , i.., o to R (.5 r 7 ..ilh l 4- c rop - 6- eA►m - 0 \A 1 v ,, kdi 0. ( e ( L (-4.- augametiatt-- Me rleci; ` l -I- 1 ; r 5 . \ - u p t.../ r oc,k_ c p I,ock.4-evi4ev, -- Wall toe-Le etA ��l&O-4e� -- (A V ` ( O tA C_ IIM. - W e,(c , 7 - v . ; r , P . Fl o(lc: c . ro ik tit cL L2 raL,.,l : - thNowe r-lrA:ttoS IMim FA Rj1J 1 'p k .i k i to 4`, Me., .5 k-1-ev\ 10GI Ylac)vv, Ce.i1 i vim -64.v, ye "4-- Reest : 6 -÷ t walk D K,. , Lt. 6i > 4 . Project: --^ ISIS VVU,tdl 1 Type Inspection: ! /m/Iil , Address: .;-1100V 1 (2 0f/c S. Date called: / /V6 / Special instructions: // Co D4 11 ^ i cw4t1 t ° c�iprU 'c( p624-, loft 2- pate waned: ft/ 7 1 ( % a.my p.m. Reest : 6 Phone V5- 330 (iivy INSPECTION RE '°• ' D Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 iy imI = KSC'Y ' 6tH. Wr fd ra ttA 54 fiiN;lA e Y�U1.'i .'AOY�.IY , PERMIT NO. (206)431 -3670 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. Receipt No: Date: r5< Ni6k5 53.�NYx..ivG Mlai, )41.4;44k. igais 7 gaii4 T"/DYT N' lh .'KSi7YN " i z W � QQ 2 J 00 CO L - 1 .1 W ` LL; W } O` N 3 Z O [r- w uj U O _ `. 0 H W W` = U` 11 0 ' • 1.11 Z U =' O P ec c eV „ it.) via a s T e f Ins cti o e r r atai II tgz s,siv, l / g i 4 e s Date called: . t Va Special instructions: � L. K Teie ((3- • � ¢ r A.c / JJt ,, Date wanted: 1 0.7 .m. Requester: ._ A501 o p h o n et/ 314_ 7/ / INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Date: u $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: t e.uCi .-. ii..a.44...w uwaaa.. rain pia t`a i: i tr riowi■Awohm.....&a,a e.Ar64aua&ras,esa. : t..r H.�. �. Lou„ rwxk.,: ua. �.. ��` w.. e :,!,�i��iH:. *N;.iY�i...J�1�a �« AVM :;23�. «a�4trc'�3SSCm,(.;s:�s "±tiS.� .r•.ti ��Jl .:; lkir''kw8 W;. a: �'hfn k+i d:,, iii .�iA�.iva:,+,rAY�.w,ia..�. { vau li�k�a.�.� ; ✓i Projec • F e.rV iD 0-Lot Z, Type of Inspection: FXT: lt ShV/� a- A ss Ad L f 2- "� AV cc Date called: -3 - op Special instructions: Date wanted: 11 (0 P.m. Requester: rn Phone: 90 30 a 2- 1 "Approved per applicable codes. C OMMENTS: INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval e t tw S ■ Wok I. is c ‘Ithr 3 cc4- Lt) Gt ?f rov1c1 p >4v Gov L 0 JJ S �C��'�� i r� Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: . 1;44.0' a zWadta^Jtc.s w'i1oOs. 'n rsWadAai�v �� V. W 0 1 N 0 w W WQQ O ` LL 0 H W; Z � 1.0 Z I 0 ' 0 N 0 I— W W . V Z ; 0 W Z P ect: n, cvvluJ — tor Z T pe of Inspecti X er' �'r' Low/ NW Llxr. (pct 5he shirr Address: I v, g g9� Al S� U ate called: � /o - Tt —oo Specia instructions: �:-` Date w nted: a.m. // - Requester: CO b� Phone: '3/00 - -. 1 ar 5'aetq 7 INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100,1ukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No: I Date: COMMENTS: Z� Fx d un s ��- r,7e �Q�. r-c� iii Lj �,R.P 6 0-2 -1 ei 4', 75 Inspector: Date: // -3--6b. 0' ` 41 .Y.1�;kt .,e o-" 6+1G tNblf .il%'.ilil pi,WFic+iGtlf3kY P t f V 1-e-c -u . i o f Inspection: -t 111! i'lG i I '` t Z5 b s Dte 1Iled— 11 1 bD Special instructions: ._ 1 Da te . t d: a. m. C - • . ster. INSPECTION NO. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 COMMENTS: 1/ 1/2-1' c.f./ .4 A) Gt S SG. Gld��Cjr. 1 5 fr1 / h` - /- Approved per applicable codes. Corrections r• . uired prior to approval. $47.00 REINSPECT ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinsp'ection. Receipt No: Date: I .�wnJ�J« Yx.ist9 ?, 4r ir;vd, lL 3 4:2:, 1,V .citt xatk%lr�xka.aaw'... ■ gib roject: Os e.w Lt6 2 NI, Tyke of Inspection: t"T:� r,10'hcyi flint Address: 1: yzd Ao S Date called: 117 -3r)- M Special instructions: 41/1 // Date wanted: a.m. .. Requester: Phone: y 6 - l181 INSPECTION RECD 1)20.0- 1 , Retain a copy with permit INSPECTION NO. PERMIT NO. /P1 CITY OF TUKWILA BUILDING DIVISION I 1 6300 Southcenter Blvd, #100, Tukwila, WA 98188 t y ❑ Approved per applicable codes. (206)431 -3670 Corrections required prior to approval. COMMENTS: t vtI 4. //-< ,,e, Date, V /) ❑ $47.00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: AAS"✓ riticxW. -.ate g 'a the lit ? .wid c. . '..h.44 S�ItY6 e'44 �...L w A n „r,, .. ., ,..1..,e,.,i SL ,1 .Y.f ✓.ss:..,...k 6!u.a�'.:,i!)'iki^11.Y. a�fi,+ta itttdW{Ny9.,J1.u�wiclbtl�«A v!f Ni re V 0 0 ` W0 E F Z O W uj co C.)) w I- 0 Z , li co H 0 Z� Proje,ct.. Type of Inspection: sD Address: /;51gv Vfri abt. S, . Date called: 9/7/o Special instructions: t- - � Date wanted: /I !l a.m. p.m. Requester: / 7 �j or nca Phone: Approved per applicable codes. INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: /bh r y" PVG D , S, 7T C1& , go ros cc ' ? l5,-' A/d•A ecnunaj T/l(P.~ rI4 ({ ,live 4 Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • t'.t::.t1;S l��:�: iciN;iit4c s�+1.rti i 0,14;.'M »ii u.A "ti+ 44ro! k'a atlb;.ua,4i , : dad t O ' Z H: UJ 0 w =0 l ..Z 0 z Project: - r()Si eY'Vie, Lstrt ;Lm 7 Type of Inspection: f0tiNO - , [t joy) (DhC re/ e . , Adddrress: Date called: Special instructions: I :�G43 Date wanted: c"-. `i lS' UCH p.m. Rep t Phone: INSPECTION RED Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Tr PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: gen co crr' cc4. 3 iAz5d2,4TX t. �7 i&¢r.% i4?2/ /c4P /4 -64reS $47.00 REINSPECTION FEE REQUIRED. Prior to inspe ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ivataaiWalstitegketilegitAkiaidtdaregatuxo r > +:�,12,:kmwX„w:.r,rcflki:S:+rr.1 Project: rc * rJIetJ F. ` o-es- 2( Type of Inspection: 5l h Address: ► .- Lo 06 y211 ( AJ :► Date called: 0 r - I I - 00 Special instructions: Date wanted: C l I Z — ra.m. P.m. quester: Rqquester: .Act Scn Phone: t ' , - to - -118 ECTI N NO INSP NO. Approved per applicable codes. INSPECTION RECD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 - 3670 Corrections required prior to approval. COMMENTS: L .6 , L/ u e5c XeCa /J., $47.00 REINSPECTION FEE REQUIRED. Prior to inspectio , fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • m:: � :�..�'^''�4�''ii£���t�N�.�r�b�' ``��b�a"ek5f�s�.. .' C�et�i +ta±1�1a�tarv:�n75�•��si3 l,•.t .. �rv`.'A .vw., �(. �Y iA]. w ,d:�41ii.J�YitU.+�1144�1.Ai8a:� �.rfi }. Vie. .S;Yjfi..l�[S'.:'�Y >:Mftes `fa;W . '5.'Ut m z ft/ sae 0 to co w 9 1- w O ; n . = a mo z l- ui o =` o w w' —o . z .. o ff` z Pr[7��,�(A)t• (haw' Dn\ T�]" �j�� //��J/,)o /f /`I�s /pection:D// 84 A dres : i Date called: q l O Special instructions: Date wanted: /� ~+ 7f0 a.m. Requester: OT I Phone: 4 !_ 9 - 6g r INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 South enter Blvd, #100, Tukwila, WA 98188 COMMENTS: e ,iiG • INSPECTION RE Retaiq a.copy with permit 'Approved per applicable codes. ❑ Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspe ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: /.3L <k lLi lY 044 .5 W.,:t.15iX Ar. .dit'd.JS:iA.1, 5.u+:i'"Y Project: Fa-sit-roe t CsAc44cs Lc 2 Y`i Type of Inspection: - oorftri-h-,n l� •l l gate called: `(---).-. D?, - Address: 13c,Ce -- \"." A`1 S Special instructions: Date wanted: a.m. P. _ "')LA -Cr p.m Requester: C hc, r Ip` Phone: 0D _. -S - c17 03 Nmy Approved per applicable codes. I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Date ' / CIO r $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: test i,to:iir.SiS 9 �,vae;.n,.:iw,a.��..�M isikd,rt:4�2a«,�sise. >i;� *dlriuf rt W U 0O ! u) w0 g Q E/2 d I w i Z . I- O Z H' w w D 0 H w' Z - W Z U Ni I H Z Project: r�'il/ u2.4.......) Type of Inspection: LA Address: Date called: 7 3i c7L) Special instructions: 427 s: Date wanted: a.m. f p.m. Requeste • �/ 3(6 if / t OM( P17zs- 751 yG gs' INSPECTION NO. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. 1000 i5-. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 311 iY C- ec..Ltd L Inspector: C u Date: - / $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i::t�si�ii.�^ ,•�•;:�� }kt �a...�,r.. _��fa.":w«sa'w�fi: +�1'Y:,C�'G':ie�••axt..r o..V ,7 '� , . * ��.'c.'�S.G.v. :.t�;h .ciH""=i11,'�r x-rv: �j: tx'n^. ,.�,s�., ..m�IS: 4,:or∎:dNw.a >1YC.ritiYk:kf�,tSlvM : iaJks.' ChSrn `�fiuva{ {.Ns::'n`� k+! >.asf.SfNAti;ni .irtx.1,;:ii FINALAPP.FRM Needs sh t inspection • Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: -KRetain.-cur-re -inspection .schedul-e- - Y Approved without correction notice Approved with correction notice issued Suite # 1/(4, Da e Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575-4404 • Fax: 206-575-4439 - Project Name: Address / City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Steven M. Mullet, Mayor Thomas R Keefe, Fire Chief Permit No. Fosterview Estates Tukwila, Washington S 136TH S 137TH ST D2OQO-I52 VICINITY MAP SCALE: 1 INCH = 2,000 FEET RECEIVED CITY OF TUI(WILA f 2 PERMIT CENTER b 000- 15 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 2; o cn W ui g3 u. co mow z _ g, W; 3C ,01 uj W! I F-F. L of W Z V co o z J.AIIIIESON COTIG Cn sulting Engianag • 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 r'n5) 803.2581 • FAX (425) 803.3289 TYPICAL CANTILEVERED RETAINING WALL 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 24-4 df(" ,D3t'7 411 / Lax 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 # - ft # - ft # ft ft ft ICI Z5G0 F51 ' = ¢0 ,rs/ /h: /roK/ d= 4" �Nlih Cf k FGoTiN& SPAAUs - 002 3 6=7) JOE NAME FO 7 . :1/ ( E JOE NC. 201 SI =„ DATE Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 6 t l n CCI v) N o SHEET NO.� Ca S 1 (?'&O (4#4- 70F ll( 111 ` 444s Iona c. AI 01. 4j v‘vilorc, 47-i 5E, 7, 5 (3) #4coJ 3' ai J Vs. N W W 0 '; gQ 0 �' O: W; JO 0 H W — u 1— 0 ui 0 z •J JAMIESON CONS XING Consulting Engineering & Project Management . 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 `(425) - 803.2581 • FAX (425) 803 -3289 INPUT NAME OUTPUT UNITS 35 EFP # / ft3 0,267 Cf 5.33 50 0.67 0.67 0.50 1.33 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 OECD -i 40 K51 1k.4= /54 , MA 5rEEL C{/ 5p41 FOle 5G,(0/46 : 0,4 a_ 2 � t/ r ZD� 50Z2 / C ryQ�r = /,7(, /8) v s �"� vt W JOB NO. 20 (e/ JOB NAME DATE TYPICAL CANTILEVERED RETAINING WALL COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing /tt rl (�J te BY Y , 'L SHEET NO. Z " OF 2 1Pb,D ()4 Ill -J a-16 "0,c, A 755 I �2l�C -EAz 'C5) *4co'Jr U Nu; co la J w 0 u. Q • n = O € . I— w Z ! 1-0 . Z H' ' = 0 O H. w uJ C )j` U. ' .Z ! ; w p ) JAMIESON CONSL CING Consulting Engineering & Prorect Management 901 KIRKI.AND AVE STE B -1 • KIRKLAND WA 98033 t' ';) 803.2581 • FAX (425) 803-3289 INPUT 35 0.267 6 0.67 0.67 2.00 0.83 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME OUTPUT UNITS EFP # /ft3 Cf a w toe heel H 6.67 Lf 3.50 fs 1,155 fs2 1,246 Lf /3 1.17 X 0.85 2Lf /3 2.33 F 1,079 Fk 654 FS 1.515 Mot 2,631 Mr 3,985 Mu 3,672 W 1,591 w1 639 w2 600 w3 351 x1 3.08 x2 2.33 x3 1.75 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # -ft # - ft ft ft ft -1'c = 25co psl ' I 4o gs I NIu= 3,67 Gl = A= W @ 8 c FIND %t" z .4. l(i'O,c, Ma= 1,99K/ W=4,5 56/7)/4)&,' rpontIG 57 %1)5 /D,z / zoNTA L JOE NAME F r V iSIA JOB ND. DATE SHEET NO. all 0= 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 • k w K. N BY 1,3 (z)44-7 I .4J -s" O ,c, (6)44 cow, (2)@ To s ,t AL 8 /0" J O; 0 0 u) o N uJ w w o J . ur < tu co o D H w wi H V _0 < Z' w V — O Z.: JC ,901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803-3289 INPUT 35 0.267 7.33 0.67 0.67 1.33 2.00 JAMIESON CONS . rING Consulting Engineering & Project Management TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME OUTPUT EFP Cf a w toe heel H 8.00 Lf 4.00 fs 1,770 fs2 1,831 Lf /3 1.33 X 1.09 2Lf /3 2.66 F 1,487 Fk 687 FS 1.754 Mot 4,330 Mr 7,595 Mu 6,189 W 2,994 w1 1859 w2 733 w3 402 x1 3.00 x2 1.66 x3 2.00 UNITS # / ft3 ft ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft 2509 psi _ Ks l gu = CO32 O 2 K ' d ,4„ 0,371 JOB NAME , v E J05 N0. 20 I et DATE COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing If X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing /4.2, 65 "` S.25' pcopi i SPAN / Z' , t=22/ 22 #40. ,6 - 8 d 42 " " / ¢ d Qr3�'� (3) � l C o R S L i'4" SHEET NO. 4 OF 0 • a BY ' AJ 4fr6.o 4t j c. 4 x3.ptl &12t'o,c, (7)44- cav r Q ri � � 8 2 - o N • c4 w o O c cow � w w O g Q ' 0 zp 1- w w D v im ` O N . I0 Z N O t-- z .: JC 3 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 ( "') 803-2581 • FAX (425) 803 -3289 - CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT 35 8 0.67 0.67 2,08 0.67 JAAMIESON CONS..rTING Consulting Engineering & Project Management NAME OUTPUT EFP a w toe heel Lf fs fs2 Lf /3 X 2Lf /3 FS Mot Mr Mu W w2 w3 x1 x2 x3 8.00 3.42 1,314 1,406 1.14 0.85 2.28 1,120 1.507 2,987 4,501 5,077 1,787 643 800 343 3.08 2.41 1.71 - z-2.5co7 (�`4o , d4" , O 74 4 S (!/ rrorC , �- /AD t 1 "Foe *-¢s lZ�o, 4 . 2&5 /'/ _ 6, UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft COMMENT Equivalent fluid pressure Height of earth above base slab Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing s JOB NAME P 7► l —VtEVY JOB NO. ZO is/ DATE SHEET NO., 5 OF I S BY 5/PAD (z?� fop /2'O c. 44&/0 C, •,/4� I / "ccxq,2 .04j aYor ( color " 0 CO iU (Y J'. u. cr. Z uj O N�� 0 1— Ili Lai U• U. O, z:: 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803-3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT 35 10 0,67 0.83 2.25 1.25 JAMIESON CONE LTING Consulting Engineering & Project Management NAME EFP a w toe heel H 10.00 Lf 4.17 fs 1,811 fs2 1,932 Lf /3 1.39 X 1.04 2Lf /3 2.78 F 1,750 FS 1.539 Mot 5,833 Mr 8,979 Mu 9,917 W 3,019 w1 1500 w2 1001 w3 519 x1 3.54 x2 2.58 x3 2.08 OUTPUT UNITS # /ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft # - ft # - ft # - ft ft ft ft . AL= 2500 7y = 4D or *4 sr . 5 6 4. o.41 s G e cO F/ND rl �1 4c1z 2,(5" 1 =6,Z5' NAME � -T- - VIE W JOE NAMc JOS NO ZO re/ BY 14 DATE SHEET NO., CD OF COMMENT Equivalent fluid pressure Height of earth above base slab Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing i K e ) I rl � .l / 11 2- 8 ( - () 4 4. ToP (' I ctr WSJ Gg 00 .Ggrrorc, x2 /j o" / IfI'OrC cavr JC JAMIESON CONS STING Consulting Engineering & Project Management .■ 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 r'^5) 803.2581 • FAX (425) 803-3289 2 -{y - 4o g.s '�$ (2( (5 / 405 141-17z4/ s " 453,A) , Pc,c) f /iVD u(t/ F0g -4&. l2'o.c, 2 / c " Ala- a s » 4/ 7 F71? v«W JOB NAME JOB NO. DATE SHEET 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 #1 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 • 20 /8l SY °TNZ • r z // 1 /Pea) • ciN JC JAMIESON CONS,.LTING Consulting Engineering & Project Management ■ 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803-3289 INPUT 35 12 0.83 0,83 3.33 1.83 CANTILEVERED RETAINING WALL W/ BASE SLAB and 50 psf vehicle surcharge OUTPUT UNITS COMMENT # / ft3 Equivalent fluid pressure ft Height of earth above base slab ft Wall thickness ft Footing thickness ft Length of toe ft Length of heel ft Overall height of equivalent fluid ft Total footing width # / ft2 Soil bearing If X is in mid 1/3 # / ft2 Soil bearing if X is not in mid 1/3 ft ft Location of resultant force ft NAME EFP a w toe heel Lf fs fs2 Lf /3 X 2Lf /3 F FS Mot Mr Mu w1 w2 w3 x1 x2 x3 - aco Fs 12.00 5.99 1,981 2,059 2.00 1.61 3.99 3,120 1.584 13,680 21,667 23,256 4,966 2727 1494 746 5.08 3,75 3.00 # - ft # - ft # - ft ft ft ft 1-o t est 4i4 Asi 4o5 Al 23,5"' ds' 4 =0,74/4z 5 5 "o,c, PAID 14 ,oz 4 & /o'o,c A4-6,51 = (, L /O Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 Weight of wall Weight of footing 10 ' 5 u ccgf:{ : F—Ow7i -VI« I! 'UV f B Y SHEET NO-13_ OF JOB NAME JOB NO. DATE NT ' • • 8It'8o G 4&O c2- C "Orc, 4x 3 / 0" (7) 04 toll • z 00 coo co w `. • N w w o CA J _ I- w; z � H O i' Z gL II/ Lu U O O 0 F— w W , H a —0 Z JC Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803-3289 INPUT 35 0.267 JAMIESON CONE STING 7.33 50 0.67 0.67 0.67 2.50 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT EFP Cf a w4 w t toe heel H Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 8.00 3.84 1,788 1,789 1.28 1.26 2.56 1,120 221 2.416 2,987 7,215 3,906 3,368 2199 733 386 2.59 1.00 1.92 1.00 2503 1)5( = 540 d ---6 il 4sHoce, UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft Ks i 4,3,'i/ F/41Z) I W „ ,•-A /Ct7 c, /I = /'99' h1 =5,75' /yo /U,-I- rfit,6 67 hziz. /VAT OF Psi i/ JOB NAME JOB NO. BY 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 J 3 0 • g tt 3 5 n SHEET NO. OF S z 4 (2)1.4.- rat> W ' B U Q ; co u`. w W u_ : ui 0 J '. = 3 W : O !: F -' 2 al O N , W uJ I v ' Z iii U N O ' JC JOB NAME } 901,KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 JOB NO. BY (425) 803 -2581 • FAX (425) 803-3289 DATE SHEET N0. OF ZO p ' _ 4o Ks'/ 76514' 4 47/4)Z/ e 5"orc, //fu= 317 = 6175' C INPUT 35 0.267 JAMIESON CONS, LTING Consulting Engineering & Project Management 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 10.00 Lf 5.34 fs 1,854 fs2 1,885 Lf /3 1.78 X 2.01 2Lf /3 3.56 F 1,750 Fk 236 FS 2.950 Mot 5,833 Mr 17,206 Mu 7,647 W 5,670 w1 4038 w2 917 w3 664 x1 3.50 x2 1.33 x3 2.67 x4 1.33 ft ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft 410 if,T str,D/4I6 FcnrmI G P/4- #ofelz, NET o P, s$f V4. Location of resultant force • r.. 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 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 g0 11 IPb,v (z)4.4 70? � x3 "-ot' lobtc, (&)#4o1vr 3 CC w , CO C.) §, CO w w 0! CJ Z I 0 Z I—! UJ 0 O - . 0 CI LU x z. N H = i. 0 I z_. Jc '901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 INPUT 35 0,267 JAMIESON CONS' _XING Consulting Engineering & Project Management 11.17 62 0.83 0.83 1.50 4.67 JOB NAME JOB NO. DATE TYPICAL CANTILEVERED RETAINING WALL NAME EFP Cf OUTPUT a w4 w toe heel H 12.00 Lf 7.00 fs 1,850 fs2 1,969 Lf /3 2,33 X 2.91 2Lf /3 4.67 F 2,520 Fk 228 FS 3.476 Mot 10,080 Mr 35,033 Mu 13,821 W 8,584 w1 6260 w2 1391 w3 872 x1 4.67 x2 1.92 x3 3.50 x4 1.92 UNITS COMMENT # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft 2500 F / 4.= 40 As/ �o or ( /4 /3,83' d=e" 5 9'o.c, ( AID '`/"Foe T/ 4 ✓ 9'lor C lu u = 4 7s' fri= 77 ijo 4! 7 SG�D��1G 74/6 3PA4 // (Z, fdu 3 CCg Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing BY SHEET NO, OF IiII'& .b (Z}#4-TOP j �rt 'T �l n N I /0 4 --8 r5) , t % u) Q i U)w mu. WO u. g2 a w : O ' H' ILI 11J, 0 I- 11/ w !: U. o • Z, co { 0 1 - - z WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/12/80 FILE: K: \ \KAA \ \99\ \99083 \ \9908323.WS Homeowner: Builder: Site: DUJARDIN PLAN #1872A COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Floor Glazing @15 Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Floor Glazing @12% Doors AG Wall Ceiling Infiltration Description R19 vented Joist 16oc * *vinyl clr /air Wood 1 3/8 ", solid flush R13 STD Lap Wood R19 STD Lap Wood R30 blown Attic STD baffled Standard Air Sealing Weather Data: Climate Zone: Analyst: MATT MERCER Jurisdiction: Utility: House Type: Floor Area: Single Family 1872 ft2 Seattle, WA 1 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. REFERENCE PROPOSED 429 410 Btu /hr -F 9.60 9.50 kWh /ft2 -yr U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Reference UA Value U -0.041 U -0.520 U -0.390 U -0.082 U -0.062 U -0.036 ACH -0.350 Proposed UA Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 HOUSE ID: 99083.23 Reference Value X Area = UA 879 36.0 280.8 182.5 56.0 21.8 2531 156.9 879 31.6 16867ft3( 108.0) X Area = UA 879 36.0 221.0 114.9 56.0 21.8 2240 183.7 351 21.8 879 31.6 16867ft3 (108.0) 429.0 409.9 U CO ILJ' CO u_ 2 0. J N d W Z PI 1- Z 1 0 O — Hi ui H U :. iu V O E"i Z WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/12/80 FILE: K: \ \KAA \ \99\ \99083 \ \9908323.WS HOUSE ID: 99083.23 Btruc Mass Light Frame, Sheetrock walls M- 3.000 1872 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: SUPPLY RETURN Solar Access: PROPOSED DUCT SYSTEM GLAZING ORIENTATION Eff S Glz: 3.8% Location PROPOSED South 55.2ft2 Southeast : East 55.2 Northeast : PROPOSED Gas Furnace DEFAULT 78 62 % 0 Vented crawlspace Attic or garage 0.60 26999 Btu /hr 6126 Btu /hr (23 %) 33124 Btu /hr 49500 Btu /hr (150 %) 88 MBtu $ 493 Integrated Spot & Whole House 0.0 () Btu /hr tons ( @125 %) kWh /yr Partially Shaded Avg Rvalue R- 8.0 R- 8.0 Surface Area 374.4 ft2 74.9 ft2 PROPOSED North 55.2ft2 Northwest : West 55.2 Southwest : 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 5616 N D Ul W O g J <. w 3 ' Z Cy' I W Z �' O !: W N W W ". U 2 w CO( Kappler Associa‘ ns Architects JOB NAME: JOB NUMBER Dujardin Development Fosterview Estates Plan 1843A 99083.23 DATE: 5/22/00 BY: SRU WINDOW TOTALS - ROOM NAME i WIDTH (IN FEET) HEIGHT (IN FEET) AREA QUANTITY TOTAL AREA SQUARE FEET) (HOW MANY) (IN SQUARE FEET) (IN SQ I I T) LOWER FLOOR Office TOTAL LOWER IN FLOOR KITCHEN NOOK FAMILY STAIR DINING LIVING ENTRY TOTAL UPPER MASTER BEDROOM MASTER BATHROOM BEDROOM #2 BEDROOM #3 BATH TOTAL UPPER TOTAL GLAZING SQ. FT. TOTAL HOUSE SQ. FT. Glazing % i 7.501 1.00 7.50 4.00 5.00 7.00 3.00 6.00 6.00 1.00 5.00 2.00 5.00 5.00 2.00 4.00 6.83 4.50 3.00 5.00 5.00 5.50 4.00 4.00 4.00 4.00 4.00 16.00 34.17 31.50 9.00 30.00 30.00 5.50 20.00 8.00 20.00 20.00 8.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 16.00 34.17 31.50 9.00 30.00 30.00 5.50 40.00 8.00 20.00 20.00 8.00 TOTALS (IN SQUARE FEET) 7.50 156.17 96.00 MMARY 259.665 1,849.00 14.0% 7/12/00 9908323 - Glazing.xls re w UO u) 0 J CD W0 a � LL Q: W I-0 Z Ill 'Li U O O co 0 W W' u. � Z . Lid OH z TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering,, Geology and Environmental Earth Sciences Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: elan Review Fosterview Estates, Lot 2 Tukwila, Washington . • 1'. Reference:. . Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., December 16, 1998 Dear Mr. Fowler: • Project Description We reviewed the following plans: April 24, 2000 Project No. T- 1515 -2 As requested, we reviewed architectural plans prepared for Lot 2 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. • Sheets P1.0 and P1.1, Architectural Site Plans • Sheet P2.0, Architectural Plan . • Sheet P6.1, Site Section for Lots 1 and 2 The project plans we reviewed, prepared by Kappler Architects, P.S., indicate that a three- level, wood - framed single - family residence will be constructed on the lot. The main floor will be at Elev. 167. The garage level will be at approximate Elev. 156. The garage will be constructed with a slab -on -grade floor. To achieve - the planned finish grades, it is anticipated that temporary excavations of up to eight feet will be required. It is not anticipated that any significant fills will be placed on the lot. After completion of foundation walls, excavations will be backfilled. . Discussion and'Recommendations Based on our review, it is our opinion that the plans are in general accordance with the recommendations presented in various reports in the referenced report compilation. The following discussion and recommendations are based on our review of the current building plans and the conditions existing on the site. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Mr. Bill Fowler April 24, 2000 Excavations and Earthwork The site plan indicates that temporary excavations up to eight feet will be required to construct foundations for the lower level of the residence. It is expected that the excavation will be made through recently placed recycled concrete materials and native soils consisting of sandy silts and silty sands. The on -site native soil contains a significant amount of fines (silt and clay size particles). This material will be difficult, if not impossible, to work in wet weather. The excavated native soils should be removed from the site or used in nonstructural landscape areas away from the slopes. We recommend that the recycled concrete previously placed on the site be used to backfill all foundations, and as additional fill wherever possible. To prevent contamination, this material should be kept separate from the native materials on the site. As an alternative, imported pit -run gravel soils may also be used for backfill. Walls supporting backfill should be designed as retaining structures and should be provided with adequate subsurface drainage. The walls should be designed to support an equivalent fluid weight of 35 pounds per cubic foot (pcf), assuming' a horizontal backfill configuration. A uniform lateral pressure of 100 pounds per square foot (psf) should be added for restrained conditions. • • 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 spans.. • • Foundations should be designed and constructed in accordance with the recommendations presented in the referenced report compilation. The foundations should be designed for an allowable bearing capacity of 2,000 psf. A representative of our firm should observe excavations, backfilling, and foundation subgrades to verify that the site conditions are as anticipated. • • We trust the information presented is sufficient' for your current needs. If you have any questions or require additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. ' • Costa Philippides Engineer Anil Butail, P.E. President CP /AB:dvp cc: Mr. J rr o alerlachirects, P S Project No. T- 1515 -2 Page No. 2 Kappler Architects P.S. VERSION 97.0 INCLUDES 3 STORY Job No. 99083 -23 Date 2/29/00 SPM Lateral Analysis for: Dujardin Plan #1843_A City of Tukwilla LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PARAMETERS SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR SF, PLATE HT. MAIN FLOOR SF, PLATE HT. LOWER FLOOR SF, PLATE HT. OTHER SF, LONG / SHORT WALL WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION 64, SF SF SF SF $AIL AREA PLF FOR PERIMETER OF BUILDING UPPER FLOOR WALLS & ROOF (Roof + 1/2 Upper Floor) MAIN FLOOR WALLS (1/2 Upper Floor +1 /2 Main Floor) LOWER FLOOR WALLS (1/2 Main Floor +1 /2 Lower Floor) OTHER (Roof+ 1/2 Floor) KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls Long Wall 0.36 r_r 12 ' 12.6 . 11.0 0.0 c. NOT VALID UNLESS STAMPED" "BII 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 "WET 7/12/00 PAGE 1 vuar W , U U CO W; 0 ' Z ; ; F2: 0 0 N D i— W Ws Z O Z U N` Z WALL HEIGHT Ce Cq qs Iw 145 0.00 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 16.20 208 15.35 138 13.22 145 0.00 0 REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability /Redundancy Factor: P = 2 - ( 20 / ( r max ((sq. root of As))) VALUE USED - where: Ae 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 Iw (LENGTH) P= DESIGN CRITERIA FOR WIND ANALYSIS WIND PER SECTION 1618 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Cq = qs = Iw = VALUE USED Ce = Cq = qs = Iw = I -9.49 I r i= herefore use Exposure factor Method Factor Wind Stagnation Pressure Importance Factor 0.62 1.30 16.40 1 WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) r i story shear r max = I 504 I 10685 P= Min =1.0 Max =1.5 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) 12.8 (P) Upper Floor (Main walls) 9.0 (P) Main Floor (Lower walls) 11.0 #N /A 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls PSF 1361 37 5041 0.05 PLF SF # FT # FT # FT # FT 7/12/00 PAGE 2 � o . N III! N LLi W O g J' LL Q mg, I- WU Z o` j U 0. O N p W Wp 0 11! Z H Z Roof (Upper walls) 23688 30 710640 710640 0.4503 4811 Upper Floor (Main walls) 26400 q.pPLEI§ C'TEC -11 65040 0.3513 3754 Allah Floor (Lower walls) 26092.5 12 RFC 14M011: WA 1578150 0.1984 2120 (P) Roof (Upper walls) 12 854 SF 10248 ADDITIONAL LOAD 0 854 SF 0 S / S EX. WALLS 10 64 8 5120 F / B EX. WALLS 10 56 8 4480 INTER. WALLS 8 60 8 3840 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS 23688 (P) Main Floor (Lower walls) 15 791 SF 5932.5 S / S EX. WALLS 10 64 12 7680 F / B EX. WALLS 10 56 12 6720 INTER. WALLS 8 60 12 5760 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 26092.5 #N /A 12 0 SF 0 ADDITIONAL LOAD 0 0 SF 0 S / S EX. WALLS 10 0 10 0 F / B EX. WALLS 10 0 10 0 #N /A 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16b0. 16N BASE SHEAR: Vb = ( 3.0 x Ca / R ) W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load BUILDING LOADING DEAD LOADS VALUE USED Z= R= Ca = Rw= Rw= 0.3 5.5 0.36 8 6 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL SHORT WAL ( WEIGHT (P) Upper Floor (Main walls) S / S EX. WALLS F / B EX. WALLS INTER. WALLS 15 10 10 864 64 56 60 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS SF 8 8 8 12960 5120 4480 3840 26400 BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W STORY SHEAR TOTAL WEIGHT W= 76180.5 *load reduced by half due to plan configuration of front wall being concrete Not included in total BASE SHEAR: Vb= 0.1964 76180.5 14959 WORKING STRESS WOOD DESIGN 1.4 I 10685 I# Wihi / sum x hi sum Hi x hi Wihi Vi TOTAL FLOOR FQncgd113320 1975680 I 10 685 # 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls /12/00 PAGE 3 no W ; 2 00. to � • W N U. W O u. = Cy' O F— ; W W; . W W V , - Z I I on F Z SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON SEISMIC FORCE (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB 140 109 132 0 # FT # FT # FT # FT SEISMIC FORCE Shear Walla UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS 208 346 492 # FT # FT # FT 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING iI1171z184 CHECK TOP CHORD M= 18957335.76 T =C= 677047.7056 2 -2X4 10.5' ALOW.Ft= 2 -2X6 16.5 ,' 41033'19, 16d 1.33 143.64 # /NAIL 731.501 1050.71 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls 828621.396 3:47; FT O.C. 10685 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #NIA #FT # /BOLT :2;421 FT O.C. # /BOLT 525 1.33 4713.50 NAILS Not Included in total 140 109 132 0 208 138 145 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 7/12/00 PAGE 4 c6 W V O! o fn W 9 W I_ a jjj z � D 3 p — o1 = w lL Z U �r O z V W h Wh F Roof (Upper walls) 10685 23688 12.83366667 304003.896 3920 Upper Floor (Main walls) 10685 26400 9 237600 3064 Main Floor (Lower walls) 10685 26092.5 11 287018 3701 #N /A 10685 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON SEISMIC FORCE (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB 140 109 132 0 # FT # FT # FT # FT SEISMIC FORCE Shear Walla UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS 208 346 492 # FT # FT # FT 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING iI1171z184 CHECK TOP CHORD M= 18957335.76 T =C= 677047.7056 2 -2X4 10.5' ALOW.Ft= 2 -2X6 16.5 ,' 41033'19, 16d 1.33 143.64 # /NAIL 731.501 1050.71 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls 828621.396 3:47; FT O.C. 10685 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #NIA #FT # /BOLT :2;421 FT O.C. # /BOLT 525 1.33 4713.50 NAILS Not Included in total 140 109 132 0 208 138 145 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 7/12/00 PAGE 4 c6 W V O! o fn W 9 W I_ a jjj z � D 3 p — o1 = w lL Z U �r O z 8 4.5 4.5 3.5 2.25 113 mapvitew Mo= 4060.24 4060.24 3157.97 2030.12 MIN PLATE NAILING 11 INC O.C. Wall(DL) 360 360 280 180 0 Roof (DL) 170 170 1440 900 0.00 Mr= 795.00 795.00 2006.67 810.00 CS16 -30 T =C 725.61 725.61 328.94 542.28 MIN PLATE NAILING REQUIRED NA NA NA _ NA 15 INC O.C. 12 11 5 0 0 156 E1 6 >` f Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 13724.47 6238.39 0.00 0.00 MIN PLATE NAILING 11 INC O.C. 880 400 0 0 0 0 0 0 3226.67 666.67 0.00 0.00 954.35 1114.35 #DIV /01 #DIV /01 CS16 -30 CS16 -30 #DIV /01 _ #DIV /01 8 3 5.5 11.5 0 83 MePt4 Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 1996.29 3659.86 7652.43 0.00 MIN PLATE NAILING 21 INC O.C. 240 440 920 0 990 1710 2340 720 1230.00 3941.67 12496.67 0.00 255.43 -51.24 - 421.24 #DIV /0l NA NA NA _ #DIV /0! #N /A 0 0 ' 0 0 #N /A ri; :rr` NfA Mo= WaII(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 SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 z 0 LL. 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 0 UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 208 208 2 /3DL REACTION HOLDDOWN 208 2 /3DL REACTION HOLDDOWN 208 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheet) .xls d d d d SHEAR V WALL TYPE 7/12/00 PAGE 5 16 28 0 0 0 119) P14 Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 26617.15 0.00 0.00 0.00 MIN PLATE NAILING 15 INC O.C. 2240 0 0 0 720 0 0 0 27626.67 0.00 0.00 0.00 -36.05 #DIV /01 #DIV /01 #DIV /0! NA #DIV /01 _ #DIV /0! #DIV /01 16 27 0 0 0 123 a P1" Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 26617.15 0.00 0.00 0.00 0 imm iM MIN PLATE NAILING 14 INC O.C. 2160 0 0 720 0 0 0 25920.00 0.00 0.00 0.00 25.82 #DIV /01 #DIV /0! #DIV /0! NA #DIV /01 #DIV /01 #DIV /0! I #N /A'_ 0 0 0 0 0 0 #N /A ) MAMA Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #N /A #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 0 0 0.00 0.00 0 0.00 0.00 0.00 #N /A #N /A #N /A 0.00 #N /A #NIA #N /A #N /A #N /A #N /A #N /A I #N /A 0 0 0 0 #N /A a t; 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 #NIA #N /A #N /A I #N /A #N /A #N /A (.7 re FRONT TO BACK UPPER FLOOR Load Ht. 8 J 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 2/3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 208 208 208 w w 2 /3DL z REACTION HOLDDOWN 208 w cn F- 2 /3DL z REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 7/12/00 PAGE 6 w 00 to 0 W u. W 0 tL < D a W . Z ~ �' D p> O co p I- W W I-- IL O.. "3 CO 0 H Z I 8 4 3 5 3.5 179 P1g. Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 5716.23 4287.18 7145.29 5001.70 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 10 INC O.C. 640 480 800 560 1260 1260 1608 975 2533.33 1740.00 4013.33 1790.83 795.73 849,06 626.39 917.39 NA CS16 -30 NA _ CS16 -30 12 12 9 3 0 173 eve Mo= Wall(DL) Floor,Roof(DL Mr- T =C REQUIRED 16612.80 12459.60 4153.20 0.00 MIN PLATE NAILING 10 INC O.C. 1920 1440 480 0 1080 2340 1200 0 12000.00 11340.00 1680.00 0.00 384.40 124.40 824.40 #DIV /01 NA NA CS16 -30 #DIV /01 8 4 5 3.5 3 179 Px1 =6' Mo= 5716.23 7145.29 5001.70 4287.18 Wall(DL) 640 800 560 480 MIN PLATE NAILING #N /A INC O.C. Floor,Roof(DL 1260 1980 1920 1200 Mr= 2533.33 4633.33 2893.33 1680.00 MIN PLATE NAILING T =C 795.73 502.39 602.39 869.06 10 INC O.C. REQUIRED STHD 14 NA STHD 14 _ STHD 14 #N /A I #N /A 0 0 0 0 #N /A MAN* Mo= WaII(DL) Floor,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 RIGHT TO LEFT MAIN FLOOR Load Ht. 8 1 - z re O - u. 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 346 346 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 346 346 2/3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 7/12/00 PAGE 7 12 5 5 0 24164.08 10068.37 10068.37 0.00 960 400 400 0 1056 168 168 0 8064.00 946.67 946.67 0.00 1341.67 1824.34 1824.34 #DIV /01 STHD 14 STHD 14 STHD 14 #DIV /01 16 27 0 0 0 205110/0,14041 Mo= 44300.81 0.00 0.00 0.00 #N /A Wail(DL) 4320 0 0 0 0 Floor,Roof(DL 0 0 0 0 0 Mr— 38880.00 0.00 0.00 0.00 MIN PLATE NAILING T =C 200.77 #DIV /0! #DIV /0! #DIV /0I 8 INC O.C. REQUIRED NA #DIV /0! #DIV /01 #DIV /0! #N /A z C7 . Fe FRONT TO BACK MAIN FLOOR Load Ht. MAIN FLOOR Load Ht. 8 w MAIN FLOOR 0 w U) O z Load Ht. TRIB.LENGT 3461 16 8 Mo= Wall(DL) Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED 346 2 /3DL REACTION HOLDDOWN LENGT TRIB.LENGT 3461 #N /A 8 Wall(DL) Floor,Roof(DL 2 /3DL Mr— REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGT Load 346 #N /A Ht. 8 Mo= 0 Wall(DL) La cn Floor,Roof(DL 2 /3DL Mr= z REACTION T =C HOLDDOWN REQUIRED a WALL SEGMENTS b C a a a b b C C b C KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE MIN PLATE NAILING 7 INC O.C. #NIA 0NIAINNI MIN PLATE NAILING #NIA INC O.C. #NIA ON/ MIN PLATE NAILING #N /A INC O.C. 7/12/00 PAGE 8 N N W • N W 0 lL Q co D H Wt Z W C) N O C3 I— ! W W' IL F: O r li z F + O p 0 0 0 #N /A #NIA #N /A #N /A #N /A #NIA #N /A #N /A 0 0 0 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 #NIA #NIA #NIA z C7 . Fe FRONT TO BACK MAIN FLOOR Load Ht. MAIN FLOOR Load Ht. 8 w MAIN FLOOR 0 w U) O z Load Ht. TRIB.LENGT 3461 16 8 Mo= Wall(DL) Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED 346 2 /3DL REACTION HOLDDOWN LENGT TRIB.LENGT 3461 #N /A 8 Wall(DL) Floor,Roof(DL 2 /3DL Mr— REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGT Load 346 #N /A Ht. 8 Mo= 0 Wall(DL) La cn Floor,Roof(DL 2 /3DL Mr= z REACTION T =C HOLDDOWN REQUIRED a WALL SEGMENTS b C a a a b b C C b C KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE MIN PLATE NAILING 7 INC O.C. #NIA 0NIAINNI MIN PLATE NAILING #NIA INC O.C. #NIA ON/ MIN PLATE NAILING #N /A INC O.C. 7/12/00 PAGE 8 N N W • N W 0 lL Q co D H Wt Z W C) N O C3 I— ! W W' IL F: O r li z F + O 0 0 0 0 #NIA #N /A #NIA #N /A 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 z C7 . Fe FRONT TO BACK MAIN FLOOR Load Ht. MAIN FLOOR Load Ht. 8 w MAIN FLOOR 0 w U) O z Load Ht. TRIB.LENGT 3461 16 8 Mo= Wall(DL) Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED 346 2 /3DL REACTION HOLDDOWN LENGT TRIB.LENGT 3461 #N /A 8 Wall(DL) Floor,Roof(DL 2 /3DL Mr— REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGT Load 346 #N /A Ht. 8 Mo= 0 Wall(DL) La cn Floor,Roof(DL 2 /3DL Mr= z REACTION T =C HOLDDOWN REQUIRED a WALL SEGMENTS b C a a a b b C C b C KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE MIN PLATE NAILING 7 INC O.C. #NIA 0NIAINNI MIN PLATE NAILING #NIA INC O.C. #NIA ON/ MIN PLATE NAILING #N /A INC O.C. 7/12/00 PAGE 8 N N W • N W 0 lL Q co D H Wt Z W C) N O C3 I— ! W W' IL F: O r li z F + O 8 4.5 1.75 1.75 0 492 €ONLCONC ? Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 24329.37 9461.42 9461.42 0.00 MIN PLATE NAILING 4 INC O.C. 990 385 385 0 1430 1430 3048 0 3630.00 1058.75 2002.58 0.00 4599.86 4801.53 4262.19 #DIV /01 ON CONC ON CONC ON CONC #DIV /01 12 8 4 8 0 295 §! Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 25951.33 12975.67 25951.33 0.00 MIN PLATE NAILING 6 INC O.C. 1760 880 1760 0 0 0 0 0 4693.33 1173.33 4693.33 0.00 2657.25 2950.58 2657.25 #DIV /01 HTT22 _ HTT22 HTT22 #DIV /01 #N /A 0 0 0 0 0 0 #N /A J IN/A14101 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A #N /A BELOW GRADE MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0 0.00 0.00 0.00 #N /A #N /A #N /A 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A I. #N /A 0 0 0 0 #N /A -t!U Mo= WaII(DL) Floor,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 RIGHT TO LEFT LOWER FLOOR Load Ht. 11 O - u. 2 /3DL LOWER FLOOR Load Ht. 11 2 LOWER FLOOR REACTION HOLDDOWN 2 /3DL REACTION HOLDDOWN Load Ht. 11 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 492 492 492 492 0 w 2/3DL 0 REACTION HOLDDOWN TRIB.LENGT a WALL SEGMENTS b c SITS ON CONCRETE STEM WALL TRIB.LENGT a b c TRIB.LENGT TRIB.LENGT a a b b c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323 _Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xis d d d d SHEAR V WALL TYPE 7/12/00 PAGE 9 27 0 0 0 86504.43 0.00 0.00 0.00 5940 0 0 0 0 0 0 0 53460.00 0.00 0.00 0.00 1223.87 #DIV /0l #DIV /01 #DIV /01 STHD 14 #DIV /0! #DIV /01 #DIV /01 PORTION RESTS ON CONC. WALL FRONT TO BACK LOWER FLOOR TRIB.LENGT Load 492 Ht. 11 Mo= WaII(DL) Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED Load 4921 16 Ht. 11 Mo= WaII(DL) w Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR TRIB.LENGT Load 492 Ht. 11 Mo= p WaII(DL) Floor,Roof(DL N 2 /3DL Mr= 0 REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR TRIB.LENGT Load 492 Ht. 11 Mo= p Wall(DL) w Floor,Roof(DL co i- 2 /3DL Mr= 0 REACTION T =C HOLDDOWN REQUIRED 16 28 86504.43 3080 1 45322.67 1470.78 STHD 14 0.00 0 0 0.00 #D / #DI /0l 0 0.00 0 0 0.00 #D / #DIV / 0! 0 0.00 0 0 0.00 # D I V /0 l #DIV /0! a PORTION RESTS ON CONC. WALL LOWER FLOOR TRIB.LENGT a b C #N /A #N /A 0 0 0.00 #N /A #N /A #N /A 0 0 0.00 #NIA #N /A #N /A 0 0 0.00 #N /A #NIA #NIA 0 0 0.00 #N /A #N /A #N /A VIVX#N/AiMil a a WALL SEGMENTS b C 0 b b C C #N /A #N /A 0 0 0.00 #N /A #N /A #N /A 0 0 0.00 #N /A #NIA #NIA 0 0 0.00 #N /A _ #N /A #NIA 0 0 0.00 #N /A #NIA #NIA /A KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908323_Plan #1843a_(ExpB) 1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 2811 existaml MIN PLATE NAILING 6 INC O.C. 291 PA 4. IN PLATE NAILING 6 INC O.C. MIN PLATE NAILING #NIA INC 0.C. MIN PLATE NAILING #NIA INC O.C. 7/12/00 PAGE 10 no W : 00 1 CO G CO W = i CO IL W 0 .: 1 W Q co 3 Z 2 j 0 — 'G H' W W ` H U.. O _ i Z, ll U N Z •aa' TERRA ASSOCIATES Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences DWco- 15 4 v:ua,.a.. AV :.i :... ati.k $16 4ytria+i.. ' .4.la�+Jlitl A.i:uJi:Ju w:_ U.s aae.eZ.Rr� wul , •,'h.:;e+..n ktisil +:,8a.:.kit�5w:1::: Mr. Bill Fowler Dujardin Development Company 'P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 2 • Tukwila, Washington Reference: Plan Review, Fosterview Estates, Lot 2, Terra Associates, Inc., dated April 24, 2000 Dear Mr. Fowler: As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 2 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 • Retaining wall installation • Foundation subgrades • Garage floor subgrades • Pavement/driveway subgrades February 26, 2001 Project No. T- 1515 -2 RECETUKW ILA CITY OF PERMIT CENTER Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 2 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. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra@terra- associates.com U N U w i u. w 0 g < ` O ' ,-w z , I- 0 Z iF i 0�. O H w Wf' Z I.- • - � w z ` co 0 z Mr. Bill Fowler February 26, 2001 This work was performed and this letter was 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 ASSOCIATES, INC. BK/AB:ts Encl: ' "' "`' Footing Excav on Examination Reports (2) Mr. John Kappler, Kappler Architects Project No. T- 1515 -2 Page No. 2 ,..,..w_vi .k1'. tii..u.`ieaw : wdtinYli • •.. ...v.yu:.r,% - c■• 21.:t <,,....u., ' ia::tix,1 [1 41:1 DATE FOOTINGS EXAMINED AAGUS-r PROJECT NAME: FFOSTE FL,.) CONTRACTOR: DUTARDuJ DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: tl LOT A Eo NOTES: I HAT - TH6 SIGNATURE (95 POtc,9 I j TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATLS, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT 14. Zoo° PROJECT NO 151-c PROJECT LOCATION: I (.4 KLJi LA WA REPRESENTATIVE: 6ARV SuMST66/) • 0 ` I.' PA N CONo1n S •6 6ftv &o 5n-'o F_ romornJN -S exP,75E0 i/J a 4-0T Z A n; 2-oo0 ?SF S rLixi6 (-AP!). c - t COPY TO: 6^0-. (5)7F T guzA'z rJ 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. c W' 6 0: CO U,1; W F }} u. Z 1—: w ut 0 uJ W _ 0, U. H-- 0! !iJ Z: 0 z FOOTING EXCAVATION FIELD CONDITIONS NOTED EX am an) I-D 2 rOUn1Dnr - ),uS SniLs Ex ADS f.o ARE DEJSF roK S /AvGLE FAH +L / (E 5)0E , J4f hlt+ STS Auo Com PALn`.0 eb c- 7c-L r D,uC.r/ =-rt r'►nh' Loose MA - rf1Li*nt. Ti, !F e6../613./6.0 RRJM F,.,r,,., 4. S.,664A04 PrLor`. -To R)in. i DATE FOOTINGS EXAMINED AAGUS-r PROJECT NAME: FFOSTE FL,.) CONTRACTOR: DUTARDuJ DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: tl LOT A Eo NOTES: I HAT - TH6 SIGNATURE (95 POtc,9 I j TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATLS, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT 14. Zoo° PROJECT NO 151-c PROJECT LOCATION: I (.4 KLJi LA WA REPRESENTATIVE: 6ARV SuMST66/) • 0 ` I.' PA N CONo1n S •6 6ftv &o 5n-'o F_ romornJN -S exP,75E0 i/J a 4-0T Z A n; 2-oo0 ?SF S rLixi6 (-AP!). c - t COPY TO: 6^0-. (5)7F T guzA'z rJ 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. c W' 6 0: CO U,1; W F }} u. Z 1—: w ut 0 uJ W _ 0, U. H-- 0! !iJ Z: 0 z TERRA ASSOCIATt,, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED ne--1 0 een- 2.0, aooD PROJECT NAME: E CONTRACTOR: VU'TAtiDinl NOTES: B$ 1119JrJ I la E 1 - 9 n' o. ?/J SIGNATURE G' �s -rte Pt4 /L , PP�/� TERRA ASSOCIATES REPRESENTATIVE PROJECT NO. r.. Isis -z PROJECT LOCATION: 11•1 <u) �a ,1,JA REPRESENTATIVE: r DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: i * REPORT: ,-, is AinJia6 BALL foc?r „�6-5 Lan 18 Ogs &A- TOO i ITS "TE11 -,L.n .$ Oft rJl,7,.1 f HAT 71-1E 5 ug6n- GK ('aa0,-r►J,..1s N T MF eyn,06 2F -rnI,. I Jt) /ant r - s p aF Ac 0 NT fort_. i-/,E 2000 TSr 664v APA c , - r/ Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. COPY TO: (9�M /5,76) Z U 0 '' co D ! co F-' co U. W0 g j u_ a Z �;. o U 05 0 CO O I- WW L I 1 6 111 U _co O F FOOTING EXCAVATION FIELD CONDITIONS NOTED L)(c.a%./ PM or-r..) O r gE Lbnll,J 6 .5011 .s Ex 0 A n 6 CoMnn :1 GALLS p^� L-713 Pi I & K 2 RF_[.- ILLI?o ('.,-)c- t)1 /---- t t' NAT1 Je:7... So, cs. M-E O/-n bnd /ate Mud 1 rJ roar, AM.. D, E -ro I-46 ./1 R.A /nl. 51.1,,J, ,_.0 L36._ 21,r')» = pri T o p.a1,,.. TERRA ASSOCIATt,, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED ne--1 0 een- 2.0, aooD PROJECT NAME: E CONTRACTOR: VU'TAtiDinl NOTES: B$ 1119JrJ I la E 1 - 9 n' o. ?/J SIGNATURE G' �s -rte Pt4 /L , PP�/� TERRA ASSOCIATES REPRESENTATIVE PROJECT NO. r.. Isis -z PROJECT LOCATION: 11•1 <u) �a ,1,JA REPRESENTATIVE: r DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: i * REPORT: ,-, is AinJia6 BALL foc?r „�6-5 Lan 18 Ogs &A- TOO i ITS "TE11 -,L.n .$ Oft rJl,7,.1 f HAT 71-1E 5 ug6n- GK ('aa0,-r►J,..1s N T MF eyn,06 2F -rnI,. I Jt) /ant r - s p aF Ac 0 NT fort_. i-/,E 2000 TSr 664v APA c , - r/ Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. COPY TO: (9�M /5,76) Z U 0 '' co D ! co F-' co U. W0 g j u_ a Z �;. o U 05 0 CO O I- WW L I 1 6 111 U _co O F 0;428/2001 11:10, FAX 425 821 4334 TERRA ASSOCIATES TERRA ' ASSOCIATES, 'Inc. Consultants in Geotechnical Engineering,'Geology '. • and . , • Environmental Earth Science's ' • Mr. Bill Fowler • • Dujardin Development Company ;. P.O. Box .1039 . 'Snohomish. Washington 98291 • Subject; • .Final Report • . ' • ' Earthviwork'Observation and Teatir+g , Fosterview Estates,. Lot 2 Tukwila, Washington • • , Reference: • , Stiuctural .fill 'placement and.compaction , •. Retaining wall installation • • • Foundation subgrades •• Garage floor subgrades • Pavement/driveway subgrades • February 26, 21)p1. • • Project No, T- 1515 -2 • • ...Plan Review, Fosterview Estates, Lot 2, Terra Associates,, Inc., dated 'April 24, 2000 • Dear Mr: Fowler; ' , . , As icqus eted, we provided • intermittent earthwork observation and testing ser'v'ices during grading. 'and construction of .foundations for Lot 2, 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 Kappter Architects' construction drawings. Our services on the project consisted of observation and testing of the following elements:. •Based'on•our field observations and test results,' it is our opinion that earthwork and foundation construction on Lot 2 has been prcpeied•in general accordance with project 'specifications and recominendations ,provided in the • referenced. plan review letter, Foundation subgrades observed by our firm• will provide satisfactory support fdr footings using a bearing capacity of 2;000 pounds per square foot (psf). We have enclosed• a copy of our field :' memo delineating the•foiindation.subgrade conditions noted during our site ' • 12525•Wiilows Road; Suite•f01, Kirkland, Washington .98034 • Phone (425) 821 -7777 • Fax (425) 821 -4334 • terrace terra- aisociates.com 141 008/0 D2= • 152- 02,16/2001 11:10 FAX 425 $21 4334 Mr, Bill Fowler February 26, 2001. ' This work was .performed'and this letter was.preparcd specifically for the use pujardin Aevelopment'Company and their authorized'eepresentatives. .. • We trust .the information presented is. sufficient for your current needs. If you have any .questions or require additional information,, please call. 'Sincerely yours, :' TERRA ASSOCIATES,.INC: • BK/ABits • �__�_„�,�,., Encl: ' Flitltib avu nionio Examination R (2) 'CC; • Mr. John•Kappler, Kappler Architects • . It TERRA ASSOCIATES a 007 /ola . Project No. T- 1515.2 ' Page No. 2 . Vr. aU, YV V♦ a *,VV •••• VW. 1.04/1b • DATE FOOTINGS EXA � KAINED . 2 Z C P 8 6 0 , 2.00D 2.00D n P R O J E C T , / . PROJECT N'AME:'', S TI:6JI E tJ PROJECT LOCATION; • , tn/A CONTRACTOR'• D vet wt.pt,� / 'REPRESENTATIVE: r B.Jr1.5TFn0 DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: ;61 • GJnt_t. rcv �a Lin I • ; ' ; •� :« ;I I' ' 1 ; ; , �, TER' RA.A.SSOCIATES', Inca ;.. .r, ;, ... Geotechnica) Consultants ' ' ' 12525 Willows Road; 5tiita 101,:Kirkland, Washington 9803•i • Phone (425) 821.7777 •. Fax.(423) 821 -4334 • • • F OOTING:EXCAVATION:•EXAMINATION REPORT NOTES: Pi56b ' f)PJrJ I E•; E (:,,.)0• -71 ,)*,/-5 OBS &rw 70oA7' • b irti. rJ ' r F11 "T I 136tiiS/ig ('.?A TN pis EkP.aJe in) "7 HA'. ,� F�,.., . �a of r ni,.Jt' R. (JrAli .-$ 2000 PSF An-6_ Aot OJ�� � ' cor� THA ►rs 'T'ErLi s Our repreaentetivs has examined only the footing excavations listed above. The results of this 'examination are only valid for a period of 48hours. If any change In the subgrade conditions occurs, we should be promptiynotified. Any loosened ' soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. • • COPY TO: SIGNATURE • ' '� A P4I LlA► ' rQ5.3• TERRA ASSOCIATES REPRESENTATIVE ttffentatWO l triwansoarropo«.rwnrvpp+arnrowno en trerna wire ainsm•aMrar+ xwarwanvk[ lkt tt II '.; uj 2 U U 0 N ` O 1— w W H V IL 1— O w Z 0 1 Z O Z • FOOTING EXCAVATION' • . ' 'FIELD CONDITIONS ' • • • I.:.:)(CAVP.T ' '. - MA//J ' . _' tis C *P,.sfr ' LAnf_' CDriOnc.4 L'Au.(..S :)• ' L . 7 r 3 d i . 1 • • & Z • • , • 't« _ r o •C ;AJc'f 111f•,•• - • i vA-r) J;_' • Sot's. • gr h.. • • . .. • . �r'■- • iJA;Fr•■• A PP Muo 11,1 4.77-1.06s • . II J a '1V Yf f�F' 4 -, P- .4*• 5 J IJr'D O F , ' • .. . ' ' f_br'1» eo Pr+o.: • -ro • 129,A, . • : • . Vr. aU, YV V♦ a *,VV •••• VW. 1.04/1b • DATE FOOTINGS EXA � KAINED . 2 Z C P 8 6 0 , 2.00D 2.00D n P R O J E C T , / . PROJECT N'AME:'', S TI:6JI E tJ PROJECT LOCATION; • , tn/A CONTRACTOR'• D vet wt.pt,� / 'REPRESENTATIVE: r B.Jr1.5TFn0 DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: ;61 • GJnt_t. rcv �a Lin I • ; ' ; •� :« ;I I' ' 1 ; ; , �, TER' RA.A.SSOCIATES', Inca ;.. .r, ;, ... Geotechnica) Consultants ' ' ' 12525 Willows Road; 5tiita 101,:Kirkland, Washington 9803•i • Phone (425) 821.7777 •. Fax.(423) 821 -4334 • • • F OOTING:EXCAVATION:•EXAMINATION REPORT NOTES: Pi56b ' f)PJrJ I E•; E (:,,.)0• -71 ,)*,/-5 OBS &rw 70oA7' • b irti. rJ ' r F11 "T I 136tiiS/ig ('.?A TN pis EkP.aJe in) "7 HA'. ,� F�,.., . �a of r ni,.Jt' R. (JrAli .-$ 2000 PSF An-6_ Aot OJ�� � ' cor� THA ►rs 'T'ErLi s Our repreaentetivs has examined only the footing excavations listed above. The results of this 'examination are only valid for a period of 48hours. If any change In the subgrade conditions occurs, we should be promptiynotified. Any loosened ' soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. • • COPY TO: SIGNATURE • ' '� A P4I LlA► ' rQ5.3• TERRA ASSOCIATES REPRESENTATIVE ttffentatWO l triwansoarropo«.rwnrvpp+arnrowno en trerna wire ainsm•aMrar+ xwarwanvk[ lkt tt II '.; uj 2 U U 0 N ` O 1— w W H V IL 1— O w Z 0 1 Z O Z 02/,28/2001 11:11 FAX ,425 521 4334 TERRA ASSOCIATES TERRA ,ASSOCIATES, Inc. • , � • • " Geotechnical Con'suitants • ' ^ ' 12525 Willows Road, Suite'1t)1, Kirkland Washington 986.34, • ' , Phone (425) 821 -7 Fa x (425;'821:4334, • FOOTI'NG•EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED AIAG,rr I9. ;boo PROJECT NO. 157 PROJECTNAME: • Fa4 ,33)/iFL.)• CONTRACTOR: DU OuJ DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT; • NOTES:, • L1 5E.0 DP,. N CDr.,O1i1LS npCfIWEO 7 ODA1 rrs �f�L2 (P011,rs • — 1 hIAT 'TFI f Our representative has examined only the tooting excavations listed. above. The results of this examination are only valid ' for a period of 46 hours. if any change'In the subgrada conditions occurs, we shourd be' promplly'notitled. Any loosened soils observed In foundation areas due to construction activity or rainfall should be removed-prior to concrete placement. SIGNATURE ('05' • 'RI,idP,.,f. I TERRA ASSOCIATES REPRESENTATIVE • LOT af COPYTO• ' 6 ^(7"/ ;1 ROJECT.LOCATrON:: ) tAK`u,1 , We, eg{ REPRESENTATIVE: l 'p.,M.S' • S.,I 4inl0 F_ Co 160 ra1 Ex PJSfL • MJ - rL, _ )' 0J1. o f • Utz JA-4_ raL. i • PA.c 1 (517a Q008/ w; u. .J U f7) fn UJ w 0 g Q I— w z � I-0 Z LLI moo, D w I � z ' w C o 0 ' Z FOOTING EXCAVATION • FIECOCONDITIONS NOTED ' • ; - - r0.1 OA •I S • .'• CXP se..O' , DENsp". • . . • . rok SIA,C.L_€ • • FAN L1 e S)OR,.lCf . 'Nfifkri 46..... .51 is . Avh (pm pa t.r•KSa.. R r oaf -,e • • • • Aae 1-oos Mc\-f ri4i t TV g Fz . r E �� • F(b ri Farn,i G 5- Eid IZsir�F ' , P(t. ice Ps)J/L. • • • 02/,28/2001 11:11 FAX ,425 521 4334 TERRA ASSOCIATES TERRA ,ASSOCIATES, Inc. • , � • • " Geotechnical Con'suitants • ' ^ ' 12525 Willows Road, Suite'1t)1, Kirkland Washington 986.34, • ' , Phone (425) 821 -7 Fa x (425;'821:4334, • FOOTI'NG•EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED AIAG,rr I9. ;boo PROJECT NO. 157 PROJECTNAME: • Fa4 ,33)/iFL.)• CONTRACTOR: DU OuJ DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT; • NOTES:, • L1 5E.0 DP,. N CDr.,O1i1LS npCfIWEO 7 ODA1 rrs �f�L2 (P011,rs • — 1 hIAT 'TFI f Our representative has examined only the tooting excavations listed. above. The results of this examination are only valid ' for a period of 46 hours. if any change'In the subgrada conditions occurs, we shourd be' promplly'notitled. Any loosened soils observed In foundation areas due to construction activity or rainfall should be removed-prior to concrete placement. SIGNATURE ('05' • 'RI,idP,.,f. I TERRA ASSOCIATES REPRESENTATIVE • LOT af COPYTO• ' 6 ^(7"/ ;1 ROJECT.LOCATrON:: ) tAK`u,1 , We, eg{ REPRESENTATIVE: l 'p.,M.S' • S.,I 4inl0 F_ Co 160 ra1 Ex PJSfL • MJ - rL, _ )' 0J1. o f • Utz JA-4_ raL. i • PA.c 1 (517a Q008/ w; u. .J U f7) fn UJ w 0 g Q I— w z � I-0 Z LLI moo, D w I � z ' w C o 0 ' Z 02/28/2001 11:11 FAX 428 821 4334 TERRA ASSUCIATES • , ...rir 'TERRA ASSOCIATES, Inc' ;� ; ; ,'+ Geotdchnicai Co�su /ants.' . ' " 12525 Wj(ld'ws Road, Suite tbt, Kirkland,,wast ington•98034 "' ,,Phone (425) 821.7777 • Fai (425) 621.4334 • ' FOOTING • -- _ _ _ ._._.__.. - - IEXAM1NATION ,REPORT • PROJECT GATE FOOTINGS EXAMI 1 2 O •2.bo • PROJECINAME: � �%' I e �-1� PRC)JECT.LOCATION; I • l".l<u;'4A . 4 I•IA • . CONTRACTOR: Vu''t 0 iI - L•PIAJ • • REPRESENTATI.VE:. ' • DESCRIPTION OF FOOTINGS •COVERED 81Y THIS REPORT: ' ' • �� ,, � f.. ) I g ..'cl TfifNlA7�i • X (..iL f' ' Lp s • • M-4 ' F • NOTES:. • • °er r/ 6r-) * SIGNATURE. � e3s Prof Liw /: J . TEFIRAASSOCIATES REPRESENTATIVE F 1'fA i • - y a • • tJ ort-ii!.f • • t ' 5 • — Mart :4N' 14 (Jiro .5 . • An.F .. • (-MX vJ r_ f=on -- og i•v • COPY TO: ' Curb l S/Te • 10009/015 • Our representative has examined 'only the footing excavations listed abovo. The results of this examination are only valid • for a oerlod•of 48 hours. If any change in the subgrada conditions occurs, we should be'prornptly notified. Any loosened • soils ob3erved in foundatlon areas•due to con$truation activity or rainfalr should be removed prior• to concrete placement. it • FOOTING EXCAVA , ' f`tELD CONDITIONS NOTEo • O (�)(rPaJ Il TI Ont.) • gin PInl /p {2, S• " � . • , � r t xV Atnf� • . Co ne) c.Tf� •'s.. R� c s� a .. �; ' � ;f ' • • ,.;`'` • rte . ' . . • Fay . •'.. . _ it -71..h • • •••5OMI. • UA fn•-• '/a rte' . Ail?) iii. ••cu'il i eh) • . • . • - . ' • • ` 0)4 TO •i- l4i . J•r• gRri✓ Su va' 13... . . • • ( r�i>::0 P.yo. ' Pert. • • 02/28/2001 11:11 FAX 428 821 4334 TERRA ASSUCIATES • , ...rir 'TERRA ASSOCIATES, Inc' ;� ; ; ,'+ Geotdchnicai Co�su /ants.' . ' " 12525 Wj(ld'ws Road, Suite tbt, Kirkland,,wast ington•98034 "' ,,Phone (425) 821.7777 • Fai (425) 621.4334 • ' FOOTING • -- _ _ _ ._._.__.. - - IEXAM1NATION ,REPORT • PROJECT GATE FOOTINGS EXAMI 1 2 O •2.bo • PROJECINAME: � �%' I e �-1� PRC)JECT.LOCATION; I • l".l<u;'4A . 4 I•IA • . CONTRACTOR: Vu''t 0 iI - L•PIAJ • • REPRESENTATI.VE:. ' • DESCRIPTION OF FOOTINGS •COVERED 81Y THIS REPORT: ' ' • �� ,, � f.. ) I g ..'cl TfifNlA7�i • X (..iL f' ' Lp s • • M-4 ' F • NOTES:. • • °er r/ 6r-) * SIGNATURE. � e3s Prof Liw /: J . TEFIRAASSOCIATES REPRESENTATIVE F 1'fA i • - y a • • tJ ort-ii!.f • • t ' 5 • — Mart :4N' 14 (Jiro .5 . • An.F .. • (-MX vJ r_ f=on -- og i•v • COPY TO: ' Curb l S/Te • 10009/015 • Our representative has examined 'only the footing excavations listed abovo. The results of this examination are only valid • for a oerlod•of 48 hours. If any change in the subgrada conditions occurs, we should be'prornptly notified. Any loosened • soils ob3erved in foundatlon areas•due to con$truation activity or rainfalr should be removed prior• to concrete placement. it Gary Bumstead Construction Manager Dujardin Development PO Box 1059 Snohomish, WA 98291 RE: Lot 2 Fosterview Estates, Yard Landscaping Walls Dear Gary, Upon our site walk through of November 14, 2000 we reviewed the Keystone Site Walls at Lot 2. This letter is to provide clarification addressing the questions you have on -site. The Keystone Walls are not classified by the City of Tukwila as retaining walls, so long as they are not more than four (4) feet in height. As long as they are not more than four (4) feet in height we do not need a special retaining wall permit from the City of Tukwila. Further the Keystone Wall shall be installed per Keystone's standard detailing. I understand that you are installing a drain line behind the Keystone Wall surrounded by well draining material. I further understand that you are installing this consistent with the manner in which all the Keystone walls have been installed on -site. I have confirmed this information with Terra Associates and the City of Tukwila, Public Works. Should you have any questions or comments, please do not hesitate to call. er, President rchitects, P.S. ICA: PD 0Uf" i 0IIIp1 ct C 111 III p I CI II III II ti I"l' s0 II November 17, 2000 14311 SE 16tli Street . Tel WA 98007 1.800.888.4517. (425)641.5320 , fax: (425)641.5318 CO01033 Nov 17 Fosterview Estates Lot 2.doc www.kayy(erf 0mey(aus.com A:IICIU RECEIVED MAR 2 9 2001 BUILDING DEPARTMENT .K APP1 Dujardin Development Company Attn: Gary Burnstead PO Box 1059 Snohomish, WA 98291 I �_rl ' �. r August 30, 2000 RE: Parabolt Option in Place of Anchor Bolt for Concrete Foundation Wall Dear Gary: I understand that you would like to substitute parabolts for the specified anchor bolts as shown on detail 5/D1. This is to facilitate_coustruction sequencing for finishing the flatwork. This office has determined that a %' diameter mechanically fastened parabolt with a minimum embedment of 3 'W' can be substituted equally for the 'h" diameter anchor bolt called out in detail 5 on detail sheet Dl. The shear capacity of a 1 /2" diameter parabolt is equal to the shear capacity of the '/2" diameter anchor bolt and therefore can be placed with the same on center spacing called out on the plans. The parabolt does not need to work in tension as we have design hold downs to work with the shear walls. If you have any further questions or concerns, please do not hesitate to call. �r,Y -1 i 1I I .J .., �...: I i !> 0 lit r ; !i 11 li I'i •' li ' 14.3 SE 16th Street . Bedtvua, 58007 1.800.888.45x7. (425)641.532o . fax: (425)64x.5318 C000dy3gpk601 s.com RECEWED FEB - 5 2001 BUILDING DEPARTMENT A A • Gary Bumstead Construction Manager Dujardin Development P.O. Box 1059 Snohomish, WA 98291 RE: STHD hold -down replacement at Fosterview Estates, Dear Gary, its,i .. i.- N I - .1 .1, I.., ill ./ XI 4... ..... January 22, 2001 f' f'inpI. I• e III ! ?I•.' 1 .1 I! it I 1 r ' �4 . . :, ; . . r Please find for your use, the following information on the retrofit hold -down conditions of the above referenced project. Our construction drawings specify the hold -downs required and locates them on the plan. We understand in some cases these hold -downs have not been placed properly or have been miss - located or not installed at all. The retrofit condition for a STHD 14, STHD 14 RJ, HTT 22 and HTT 22 w /SSTB 24 is a HTT 22 with 5/8" all thread. The 5 /8 "dia. all thread must have a minimum embedment of 5" into the concrete below. The all thread is to be set into the concrete via a 3 /4" hole and anchored with an epoxy based adhesive, per Manufacturer's specifications. The length of the all thread up to the HTT 22 is not relevant. Therefore, when needed the HTT 22 may be installed on main floor studs and the all thread may extend down through the floor joist and continue through the cripple wall studs to the concrete below. This retrofit condition will resist the same load capacity of the above - mentioned hold- downs. Please provide this letter to the jurisdiction that we have reviewed and approved this condition. Should you have any questions, do not hesitate to call. erm , Steiner, Architect Production Manager sthd retrofit.doc 14311 S_c 16tH Street Bellevue, W. 9800? 1.800.888.4517, (425)641.5:w . tax: (425)641.531S www.kay rfiomaylans.com .YHHf,Krm,WOG, rWa,*v,Vx als•yx.entr f 1 RECEIVED FEB — 5 2001 BUILDING DEPARTMENT M.,^i'*"^""~""v""**MM!•.egMV //MCM"M M.M1NMNi�WhVM re N fA W :. co W ; ; w o J 0 HW • z �;' I-O Z W W; D 0 F-' O i Z ,. U to 0 Z DATE 2 -1.0 CERT. NO. ..7 PROJECT Foss -e v iew E s+a+E s LOCATION wZs � s S. 1 BLDG. PERMIT NO. OWNER WEATHER TEMP. AT AT AM PM OU C'As -c- ENGINEER ARCHITECT CONTRACTOR TO CASCADE TEST ' 3 LABORATORY, INC. TESTING & INSPECTIG, . / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON' 8034 EVERETT po MIlsd.craaT � d G3oX S3r3 c-l$2o(1, COPIES TO • (206) 823-9800 (206) 259-0817 INSPECTOR: SIGNED• PREVIOUS REPORT No. No. 64792 ATTN: AS REQUESTED BY: THE FOLL Wj4S NOTE 1- o+s1� eCT4i ke c � A. . 4) (AX cwi.ii 1. Cn ;t eai c ` 3/\i & Q� ■. O. n e1\o i C1 I . r� At ,..tledare .1;c�u Aar. , C.hul.e..c . Mx\ .14\nr..A) vWci ,!,)atA :AM rAOA iU� ! 3 .aN\lo ntza. , .L.. \, Ut1M11.1d°1 ,. R.r J 0`n. ,. 4tef11t A £q „um l"x�Bv mot. ct ;‘‘.\ cx,\ ■ 1W6\ . ��" Lt-Z13 a.A rnN. . l . - 7 ,_QAn 1 !l . �o, �� L � , v Y ro' 5 o n s ►v,vw\wiNt o a. ,s trvit3 \ ria\radt (' . GV tow. \y , %) o C1Ni FIELD REPORT RECE V D FEB -- 5 2001 BUILDING DEPARTIUIEN I • •n - at wOTP2. re ..�n.., ,.nr�.r, ..,...., ,,;s,•,ywut„- a....,r,.,.,,..,.. +.a,....,,, .m,w,«,A...nor�rx n.,..r*e+wms+K�7+#A�rrls l 9f +A'.181♦E z 1 k, r I 0 0 ) 0 ; W = ' J � W 0 '. 2 u-a o . H ui z ' I0 — 2 o' 0 W W I 0 • Z W N Duane Griffin City of Tukwila 6300Southcenter Blvd. Tukwila, WA 98188 Dear Duane: PL]R ARCH! your colnp(cte (tome p Ici Ina resource August 18, 2000 S' rely, ]1CS9 P,S, REf F r AUG 2 1 CCG3 PERMIT CENTER 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 fabric with fiberglass 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. Should you have any questions or comments, please do not hesitate to call. 71c4 '5Lt For 0. ±' 191 Sul 4-,14-4 roc rrc a�e C CHIC }. -c r is rL151 ( .. y , 1 u 1^• \=, . 1 c1 11,411 1 I1 ciU . 11,13 (1 4- c� •� )1 & 71 � 1 ‘? �. )- 7 }rUIC1 P llcj - (- `11 � i��1 1 A w . kqf�� /.�' �i� / Lefc�LI /cl o(ti John Kappler President �+ �/ 11 ' 7Gib' L 11 j r f�1.1 Ii. ;i : ,L.,1,1 I�1iit ��?�!)c: w r Xecc/� ? e � c•I � f - � .F'ple u11 �! /.�Y /��' �� ��1 � � � d7i " . ea q 4c l'� X1.5 U. i l� '// L l2c.z1 c, off- 14311 SE 16t( Street . BeOEevue, WIt 98007 1.800.888.4517 • (425)641.5320 . fax: (425)641.5318 www.kapyierkomeyrans.com 11/07/2000 10:37 FAX 425 821-4334 • Mr. Gai Buinstead Dujardin Development : •• P.O. Box'1059* ' Snoliomish,••Washington 98291 • . . . . Subject: . • FoOting Drains ' PostervieW EstateS Tukwila, Washington. • • • y • ilEgRA, Anil Butail, Principal BK/AB:ae . cc: • . • ' • TERRA ASSOCIATES ahitecis TERRA ASSOCIATES, Inc. o F • torisultants in Geoteehnical Engineering, Geology , • • • • . • • and ' . • • Envirorimentai Erth Sciinces • . • • • fRECOVED-. .CITYOPTUKMA • NOV - 8 2000 • PERMIT CENTER • Dear Mr. Bumstead: . . . . , . . . Thsletter'sumrnatizes.eur discussions regarding the exterior fcioting drain's for the residences' to be' construct,C4 at . ,•- - ille-Tc.:4"corviv.f.liitel project, Jr our apinion draiis-rny '- o.,f ii „,,, .._::_..,_,. .... , • • A•four-inehperfdrated PVC drainpipe sbouldbc piaceci alongside the base of the exterior footings. • • . . • . •• 'The drain. should then be covered with at-leasi,18 inche's or one-inch minus washed rock ' ' • ' .withastrip of separation fabriepliced over the toi... . . . .. • . , • - • '• • On the downhill side of buildings, thedepth of washed rock may be reduced to 12 inches. . .. • . The pipe should be sloped to promote positive flow to the downhill point Where it will be transported away 'fn the stnieture. We•understand the:prOject drawings • show a for-pereent slope, • This slopdis . • • not necessary to promoto.flOw. • . • . . .• . • . • . • • We trust the informatiou.presented is . suf5OOnt for your 'current, needs. If you have any ciadstions or require additional info • . .12525•WillOws.Road, Suit e 101, Kirkland, Washington 98034 • Pholie.(4* 821 • Fax (425) 821 • terradterra-:associates',cont• . [21002 November7, 2000 Project No, T-15 15.2 ' • tlit• laiUct, • ni.,k.....dtiaega4.4... • •• • 1.944..Pit.U.42,..sf.ii4"...1.: •ts.ra• • • fts•13.4.:ian' 20020314001964 DOCUMENT TITLE(S) (or transactions contained therein) 4 v t / it _ / SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: �LJ • 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 unit .r CO IOW has placed the document of record as a customer courtesy DWARDIN DEVELOPMENT COMPANY and accepts no tlabiuty for t {M of at or Vat/ 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 432819t49(903xX 0490W c C76(40f01.136(dc See Attached • Assessor Tax # not et assi: ed i RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 I � I II U it 11 I II II II II I' II I III III I III IIII I III II I II II II II III I III I 1 IIII I II II II II I I II I I II 11 II II II I II II II I I p i) I ll II I' j p 11 11 0 11 II I' II II II II I III w I u II I I I I I IIII IIII I III I I I I) I II I d I) II pII II II II 1 I II III /111 1 II I I I 20020 II I 4k: PAGE ee l T O O F 019 2 I PC 13/14/2002 34'3 KING COUNTY 00 WASHINGTON STATE RECORDER'S Cover Sheet (Rcw 65 04) Y \WPOUJARnINWOSTER2NDAMEN D IMO.DOC 1 , '.'�1'.! ..n,In_hw m .,j r.,,, aw wr.• ntyri .1 P.e nMPV 1014AG,7Y.NKtIMit z C4 w Q � ; J V ' U O ': N 0 w w J w 2 g a = d � z F- O' z !- w uj 0 H ? I0 wz u) H � O z SECOND AMENDMENT TO DECLARATION OF z PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS cc 1 FOR FOSTERVIEW ESTATES, B A PLANNED RESIDENTIAL DEVELOPMENT " ND w w J W 0 ' This Second Amendment to Declaration of Protective Covenants, Restrictions, g 7' Easements and Agreements for Fosterview Estates, a Planned Residential Development (the a Seco Amendment) is made this l 3 day of 'N1�Ara2 . t� , 2002 by Duiazdin = ui ui Development Company, a Washington corporation ( "Declarant ") CHICAGO TITLE INSURANCE COMPANY 3. has placed the document of 1— p record as a customer courtesy z H: and accepts no liability for W W RECITALS AND DECLARATION the accuracy br validity of 2 n OW ddGWfi h1 V N A Declarant is the developer of the real property and improvements thereon legally o 1- tin described in Exhibit A (the "Property"), commonly known as the Plat of Fosterview Estates The W ui , Property is comprised of all the real property shown on maps recorded with the King County 1 - cz under Recording No 20000505000735, Volume 194, Pages 062 -065 - o cz, �- Cu z U N B Declarant previously recorded that certain Declaration of Protective Covenants, R. o 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 of the Declaration as previously amended, has the authority to amend and wishes to further amend the provisions of the Declaration as provided herein NOW, THEREFORE, Declarant hereby amends the Declaration as follows 1. Maintenance Responsibilities. The Fosterview Estates Homeowners Association. Section 5 1 of the Declaration is hereby deleted in its entirely and replaced with the following Y 1WPDUJARDD' WOS ER2NDAMEN D JMO.DOC 2 :ire ,,awfMA:^sazs?s++,+J'M^.at+w and 5.1. Association Responsibilities After termination of the Development Period, the Association shall operate and maintain the Common Areas as required or advisable The responsibilities of the Association shall include, but are not limited to, the following 5 1 1 The cleaning and maintenance of the water courses on Tracts A and B; 5.12 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 maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along the north boundanes of Lots 1 and 2, and 5 1 5 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along south boundary of Tract B and South 137 Street, and 5 1 6. The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along north boundary of Lots 13 and 14 and the Private Drainage & Pedestrian and Public Utility Easement as shown on the Plat Map, and 5 1 7. The maintenance of the trails beginning at the cul de sac end of South 137th Place to and along the North boundary of the plat as shown on the plat map. The Association may provide such additional common maintenance that it determines to be m the best interest of the Owners 2. Maintenance Responsibilities - RetaininE Walls. A new subsection 5 2 5 is added to Section 5 2 of the Declaration as follows 5.2.5. Retaining Walls. The Owners of any lot on which all or part of a retaining wall is located (except those walls specifically referenced in Sections 5 1 5, 5 1 6 and 5 1.7 above) shall be responsible for the maintenance, repair and replacement of any portion of a retaining wall (and its associated drainage improvements) which is located on their lot (collectively "Wall Maintenance ") In the event a retaining wall is located along a common property line between adjacent lots, the down slope lot Owner shall be solely responsible for Wall Maintenance of said wall The Owner responsible for Wall Maintenance under the provisions of this paragraph (the "Responsible Owner") is hereby granted an easement over and across the adjacent lot to perform such activities as are reasonably necessary for required Wall Y \WPDUJARDIINOSTE 2NDA1ON D LNG DOC 3 M';Y.mtI=jtr•z. awn "rin:YIti,g^ `.qu':x,, .m07,05*1JnVOVIM IVANI ,PTA.r +�aF:bY1!+E JAb4f fi! z z w . o 0 ' N w . J • LL u i o u- Q _ v . w . z 1 ._ . o ' , z �. • ILI U �; 0 H w z Z ' = . o 1- z Maintenance, provided the Responsible Owner shall fully restore to substantially its onginal condition any area of the adjacent lot (including, without limitation, any improvements or landscaping) as is disturbed or damaged through the exercise of rights under this easement 3. Ratification. Except as expressly amended by this Second Amendment, all of the terms, covenants, conditions and easements set forth in the Declaration as previously amended by the First Amendment shall continue in full force and effect and are hereby ratified by the Declarant DECLARANT: (Printed Name) 7 4--- Its Ail. WeN Y 1 WPIDW.4RDIMFOSTERINDAMFN LUMO DOC • 4 CI IICAGO T1TtE INSURANCE COMPANY has placed the document of record as a customer courtesy and accepts no liability for the accuracy or validity of the document. STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me )O c ')v tAe, to me known to be the rtr of Dulardm Development Company, the corporation who executed the within and foregoing instrument, and acknowledged the said mstru rent to be the free and voluntary act of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument yy, GWEN under my hand and official seal this 13 day of meCL4 , 2002 ture) 1 'h o h } )4 - let So n t Name) Notary Public in and for the State of Washington, residing at S1'C t-C My commission expires 3 -I S -0 re w 6 J U u) 0 W J CO LL I O co Ji = W H =, z �..; z0 w U 0 ca ID H , ww v U. z w 0 1 O. z EXHIBIT A LEGAL DESCRIPTION Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065, records of King County, Washington. Y WVPDUJARD!NWOSrER2NDAMEN D MO DOC 5 CHICACO TM.E P4SURANCE COMPANY has placed the document of record pis a customer courtesy and accepts no liability for the accuracy or validity of the document. ASSESSOR'S PROPERTY TAX ACCOUNT NUMBERS 261200 - 0010 - 4 261200- 0020 - 02 261200 0030 - 00 261200- 0040 - 080 261200- 0050 - 05 261200- 0060 - 03 les 261200- 0070 - 01 261200 - 0080 - 09 261200- 0090 - 07 v 261200 - 0100 - 05 261200 0110 - 03 0 261200- 0120 - 01 -. 261200- 0130 - 09 261200 - 0140 - 07 c' 261200 - 0150 - 04 261200- 0160 - 02 261200 - 0170 - 00 261200- 0180 - 080 261200- 0190 - 06 261200 - 0200 - 04 Plat of Fosterview Estates Lots 1 through 40 CHICAGO TITLE INSURANCE COMPANY has pkcrd the document of record as o cusiomei courtesy and dcrepts no liability for tho accuracy or validity of the documu t, 261200 - 261200 - 261200 - 261200 - 261200 - 261200 - 261200 - 261200 - 261200 - 261200 - 261200 - 261200 - 261200 - 261200 - 261200 - 261200 - 261200 261200- 261200 - 261 200 - 0210. - 02 0220 - 00 0230 - 08 0240 - 06 0250 - 03 0260 - 01 0270 - 09 0280 - 07 0290 - 05 0300 - 03 0310 - 01 0320 - 04 0330 - 07 0340 - 05 0350 - 02 0360 - 00 0370 - 08 0380 - 06 0390 - 04 0400 - 02 ' LLI 0 LL Q , uJ z 1 ut w w - r .‘ J U. 1.11 N 0 z Dujardin Development Gary Burnstead Project Manager PO Box 1059 Snohomish, WA 98291 RE: A35 clips not needed at overlapped plywood shear walls. 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. Sincer1y, enn . � t er, Architect Kappler Architects P.S. CC: Dujardin 1■ I I. ,I Ir it j L '! ii I11 • i 14t 1! 11 I 1 !' I ' ;i .• February 28, 2001 14311 5Z i6rii Street. BctTvuz, 1b'"A 9600; 1.Soo.68.451; . (425)641.5320. fax (425)641.531S www.kapra(er(wnteyinns.com TOP PLATE NAILING PER SNEARIL'ALL SCHEDULE BOTTOM PLATE NAILNG PER SNEARWALL SCHEDULE Kappler Architects P.S. 14311 SE Ism ST. B leue, Wae tgbl 58007 (425) 341.5320 '" Fax (425) 641.5313 ID d • 6' ot. PL1f1110. TO RIM JO15T JOIN PANEL EDGE ON COMMON MET1DE t PANEL EDGE NAILING INTO COMMON MEMBER PER SCHEDULE. TTP, ExtkRIOR WALL CONSTRUCTION WIN WALL SNEATNING PER 3CI-IEDULE TTP. TJI FLOOR CONSTRUCTION BLOCK PANEL EDGE P R SCHEDULE SPICIUMWECTVIC 17610- 06100 -02 EXTERIOR SHEAR WALL ' • bt PARALLEL TO FLOOR JOISTS 3/4•=1' -0' 17elo- oei0o- 02_TJI L GSS 2-13-01 NOTES: DATE — ' - O' CERT. NO. - T1 PROJECT E \ Lew E +a - S LOCATION Wi5y s, 1 - 1 " PL, BLDG. PERMIT NO OWNER WEATHER ( TEMP. AT AT AM PM ENGINEER ARCHITECT CONTRACTOR T TO CASCADE TES IG LABORATORY, INC. TESTING & INSPECT'. . . / ENGINEERS 12919 N.E. 126TH PLACE KIRKLANO, WASHINGTON 98034 EVERETT 'Dv zet.eucriaxr PO z. o%. sic E gg2o(2 (206) 823-9800 (206) 259.0817 ATTN: PREVIOUS REPORT Nc No. 64792 AS REQUESTED BY: THE FOLLOWING We.S NOTES: G• 7 Z ( or�, nr�N� �t4 . a .. - C t;a rtxuA)nQ.. Col.titc.1 etm a k (-3, A Cro\trtflil K'L ''rnaMm.n ∎,,,, nr ,nria czars MPTSIV.X,8 ;18M3'iitx 9 ? At+tt( s4E pl z r uj 2 0O No co 9 IL '; w o ; g a ` co I o z ui V ° o o 1- w w H V IL 0 . li.I co O z PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: F057(t))&.4 Location: L013 // 624A -d 3 File #: 2oQO- I5 / L J 2COo - /522 2ooO-/ 53 Action: de'z' 7//S / Reviewed By: . /0 ,0-l/G (,2a) 37 -oi 79 Date: PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION CODE REQUIREMENTS OVERLAY PROGRAM RFA PW STANDARDS COMP PLAN MISC. STUDIES WD 125 PRE -APP di, 44/te, )11, alt CIP MAINTENANCE NEEDS VAL -VUE PROBLEM AREAS 7 ' 4 s M € e. ' if\n k ?) U s I 9 P1 e 9Gl c,1114 Vitz-/g , 401 ly e 2 )44.;,ti wais "Ae_rit, a_ ?..er-dP- -r4 ? / exAe _ Ph) nee 5 ris $12 s o -d b— c_ DATE: June 1, 2000 PROJECT NAME: Lot 2 Building Permit PLAN CHECK NO.: D2000 -152 PLANNING DIVISION COMMENTS Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. 1. The fireplace intrudes into the side yard setback. Please revise to meet setbacks. C: \Nora's Files \FSTRVIEW\LOT2REVISION.DOC an.■ e.• M..w, «.nu.- ......,r.Nrn,ar+a+rm. kAPPILd[R Ken Nelson City of Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE: Foundation and Retaining Walls Fosterview Lots 1 & 2 Dear Ken: ARCIIITrECLS9 s y o u r C o l n y i e t e home p a n n i n `l r e s o u r c e Per our phone conversation, the retaining walls that protrude beyond the foundation of the home for the above referenced lots will be poured as part of the home foundation construction. It is not necessary that this construction be followed methodically. The retaining walls could be of completely separate construction from the foundation. We believe a monolithic pour will be cheaper for us and for construction. I hope this addresses your questions. Please call if you have anything further. Sincerely, July 27, 2000 .�i John Kappler President y) -- 1 ' , , I t = . . - . • 31 2000 Dc- j =LC ;Vft i� [2c0 -1 ( 9z000 - 152 14311 SE 16th Street . 'Bellevue, W% 98007 1.800.888.4517. (425)641.5320 . fax: (425)641.5318 C07004,87. n v trtpbnns.coto TO : JONA) J c p I • DATE: r►uu U 1 1UUU 7 3/ Z40O0 TUKWILA TITLE: FROM: J O, " • S N*- SPetvcgk, COMPANY: gichi � e ; ,/s, P S- T1T: � DWWISION: DEPARTMENT: 05:34PN TU DCD'PW P.1li CITY OF TUKWILA — PUBLIC WORKS DEPT. FAX TRANSMITTAL FAX NUMBER: (206) 431.3665 RECEIVED FAX NO. CALISD: ( 425 64/ - 5318 TOTAL NUMBER OF PAGES TRANSMITTED, INCLUDING THIS COVER SHE= r SENT BY (INITIAL 3): sve,rEC .! o eons /of /4=q 2 COMMENTS/MESSAGE: ?Imo- a Ire, ; w► ua, 621 J4- I c 2 a.. IS .ice.. L. t folitak crF s -4.0 W i61 pev watts 1-3■ tli g- c p 4 , 0 44,.. r. chew .A. pt,2? Q., 4-1p. vl JCS -i.l .., be' uo.t ( -15$- 11i .14T 2- rclbHut 1 ciia.,;6,. boti-cl.d akotb1406.- el- Itt.4: Lirdle ; c ifY a(f ff Pal / - 1,i) . € ... i . t"i . PCvt 1 Pis vial (¢e ?>;A4CIAll Lei /Nags DJ;1( Ailed - r - a4 1 1 5 CiVdA;tAs .itc 2 T176. <3%01414y / ZS I t.cd. cio vcfj. IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL: TUKWILA PUBLIC WORKS DEPT: - 6300 Southcenter Blvd, Tukwila WA 99188 - (206) 433 -0179 GOMM 17v91v7;1 ?Trb CiPl1!OWAY 11Keki 'ii _ O I- IA 0 Z ui 0 : O I- w W I L 0 w 9 I O ~ z July 19, 2000 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -152 Fosterview Estates — Lot 2 13608 — 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 Planning Division and Public Works Department. At this time, the Building Division and Fire Department have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, encl Brenda Holt Permit Coordinator xc: File No. D2000 -152 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 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -152 DATE: 5 -25 -2000 PROJECT NAME: FOSTER VIEW ESTATES LOT 2 SITE ADDRESS: 13608 42' AVE S SUITE # XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # - After Permit Is Issued DEPARTMENTS: ByildiDivision • Fire Prevention II Planning Division 0.2-00 Aux. Public Works O Structural n Permit Coordinator MI DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions REVIEWER'S INITIALS: kyIlgi bli CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Incomplete ri Not Applicable n REVIEWER'S INITIALS: DUE DATE: 5-30-2000 No further Review Required Approved with Conditions Not Approved (attach comments) n DATE: DUE DATE: 6-27-2000 Not Approved (attach comments) �f ' grE: r DUE DATE DATE: ACTIVITY NUMBER: D2000 -152 DATE: 7 -19 -2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 2 SITE ADDRESS: 13608 42 "d AVE S Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete \PRROUTE.DOC 5/99 Comments: TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP • Fire Prevention Structural Incomplete APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: n Planning AP 7- Permit Coordinator DUE DATE: 7-25-2000 Not Applicable n No further Review Required DATE: DUE DATE: 8 -22-00 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) n DATE: City of Tukwila 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. Date: l `()o ❑ Response to Incomplete Letter # ++ 0 Response to Correction Letter # I ❑ Revision # after Permit is Issued Project Name: ci CJ. V i &) ) Project Address: &O F) 5 Contact Person: Plan Check/Permit Number: Summary of Revision: , f?)b WW � COW/M. , k S sP J A&O,tAM • I Y, v0 - Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: PhAtf Gzi Entered in Sierra on 1_1 ''15b John W Rants, Mayor p2W (9 Phone Number: i f c'& ' �3 CITY OF TUKWILA JUL 19 2000 PERMIT CENTER 06/29/99 6300 S0rit ergr, . grjoy g4Aii szO • Tukwila r Washington 98188 • (206) 4313670 • Far (206) 4313665 z U 00. co w` J N LL w O. 40. �1 LL a� 1 • 0! N O H, w W . H • U u i z, U N: 0 F. z Fire' Department Review Control #D2000 -152 (510) Dear Sir: City of Tukwila Fire Department Thomas P. Keefe, Fire Chief June 1, 2000 Re: Fosterview Estates lot 2 - 13608 42nd Avenue South Steven M. Mullet, Mayor 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 City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Page number 2 Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110-16(a), NEC 110-16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, 5 cc: TFD file ncd Co The Tukwila Fire Prevention Bureau Steven M. Mullet, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575.4404 • Fax: 206 -575 -4439 CITY Oa IUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability PROJECT #: Fcs4er *rRequired only if outside City of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach map and Legal escription showing h�rdrant location and size of main): ��t'l.c,e— Q- - Lod C iv e-loprr ' I 3(oQ 0 rY( '. oitil Ifformatibnct. vw,. 'n Name: CU.: Address: Name: Kap per 4r 4'u -Fe.0 1- Address: Phone: 4aS » 334 gO l$ Phone: t-L — Coq I -6390 This certificate is for the purposes of: IS Residential Building Permit ❑ Commercial/Industrial Building Permit ❑ Preliminary Plat ❑ Rezone ❑ Short Subdivision ❑ Other Estimated number of service connections and meter size(s): 5 18x 3 l4" o t� Lt) Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): 164 UJQXoY DinkriCir Ro . Gs Owner /Agent Signature: -. � UM Date: The proposed project is located within S 'ZZ • c1 PART B: (To be completed by water utility district) (City/County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: eq I Or (Use separate sheet if more room is needed) B 000 upon the improvements listed above, water can be provided and will be available at the site with a flow of gpm at 20 psi residual for a duration of 2 hours at a velocity of / 2- fps as documented by the attached calculations. I hereby certify that the above information is true and correct. k_c v £ , Iz �2s. Agency /Phone 20 —2 4.2.`cS - 11y 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) RECSIVED CITY OF TUKWIL,q Agency /Phone PERMIT CENTER Date H-ha z w tr y 00 w1 • LL w 0 2 u_ Q 0 �w z = H H w ~ w 0 0 OH w - - U o ui 0- O ~ z By L 'WORKINO TOWARD A UTTER ENVIRONMENT l i AT SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY El Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: a Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: p pI er / r►" c 1 r k - J 5 t' C� . Phone: yas�, q 1. -53 2 Property Address or Approximate Location: / 3V k and Ale. (StuA- Legal Description(Attach Map and Legal Description if necessary): 5 f - \ Pw E46 5 Lo A- z j oo Z b (9 l cob -oo- Part B: (To Be Completed by Sewer Agency) // ,t 1. ® a. Sewer Service will be provided by side sewer connection only to an existing l0 size sewer 0 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. VI 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: $ 5 SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required ❑ May be Required c. Other: by certify that the above sewer agency information is true. This certification shall be valid for one year he date of sigr)ature. ot fhd M J.17-1/of, 15 Z Title 2 Oat 14818 Military Road South P.O. Box 89550 Tukwila, WA 98188 Phone: (208) 242 -3238 Fax: (208) 242 -1527 H- 0 • RECEIVED CITY OF TUKWIt1 PERMIT CENTE re u- 6 U O W I u. uJ 0 u- Q '. = u± z1._ O z H n p C) O co F - w w. H U . u- 00 .. z. 0 z F625-052.000 (8/97) F625. 052.000(8/97) • P 11M111111'I1 1 .111 •0,4.. r Detach And Display Certificate DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL '.;r , REGIST #} +_ EXP; ' DATE GC0 4DUJARD * 20 4 T0 1 Z'f716/ 2000; � g yy� IvE DAT `l `i`''006P/0 . �.aY'J4 1 � L t# b 1 ` G2.ANi :.14.6, Z.a_ `DUJARDIN - . DEVELOPMENT" CO+. PO BOX 1059 • ' SNOHOMISH. WA 98291 -1059 Detach And Display Certificate r REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. ##• EXP. DATE CCO1 DUJARD *204L0 12/16/2000 EFFECTIVE : .06/20/1980 DUJARDIN- DEVELOPMEAIT. CO.. PO BOX - 1059 . SNOHOMISH WA. 98291 -1059 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES t' DETACH TO DISPLAY CEP" 1CATE__f PLEASE DETACH AND SIGN CERTIFICATE BEFORE PLACING IN BILLFOLD Please Remove And Sign Identification Card Before Placing In Billfold F625 -052-900 (3 -82) _ 7 W U Q U Q N u vU co U. W 0 . Q . a W H =, Z I- O W W gyp O — = U% O I Z Z FOSTERVIEW, TUKWILA W DUJARDIN DEVELOPMENT COMPANY PERMIT SUBMITTAL DOCUMENTS LOT 02 ADDRESS: 13608 42nd AVE SOUTH OWNER / DEVELOPER DEVELOPER - DUJARDIN 9623 - 32ND ST. S.E. EVERETT W.A. 98026 425 - 743 -6140 CONTACT - BILL FOWLER CONSULTANTS CIVIL - ERIC TIETZE & ASSOC. 18530 76TH AVE W. SUITE B EDMONDS WA 98026 425- 771 -6212 FAX 425 - 775 -0236 CONTACT - ERIC TIETZE ARCHITECT - KAPPLER ARCHITECTS 14311 SE 16th St. BELLEVUE WA 98007 425-641-5320 FAX: 425 -641 -5318 CONTACT - JOHN KAPPLER SURVEY - B L McDUFFY 3605 COI BEY AVE. EVERETT WA 98021 425- 258 -4438 CONTACT - BUD CONDREY STRUCTURAL - JAMIESON CONSULTING 901 KIRKLAND AVE STE B -1 KIRKLAND WA 98033 425- 803 -2581 FAX 425- 803 -3289 CONTACT - DOUG JAMIESON LANDSCAPE - ALI 12119 104TH AVE N.E. KIRKLAND WA 98034 425- 823 -9400 CONTACT - JORGE ANGULO 000151 TAX PARCEL I.D. #: 261200 -0020 SHFE ' INDEX PLAT ARCHITECTURAL PLANS Sht 4 of 4 APPROVED PLAT DRAWING PLO MASTER HOME DEVELOPMENT PLAN P1.1 PHASE A HOME DEVELOPMENT PLAN P1.5 MASTER ARCHITECTURAL GRADING PLAN P1.6 PLAT GRADING COMPARISON FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT P2.0 ARCHITECTURAL SITE PLANS • LOT 1 & 2 P6.1 SITE SPECIFIC SECTIONS - LOT 1 4 & 17 P8.0 SITE SPECIFIC FOUNDATION DETAILS FOR LOT 02 P9.0 STAIR DETAILS FOR PLAN 1843 A & B - ......'-\ CIVIL,A GINEE, TG 'el P6STEIVIEW ESTATES DRA NAFE"PLAN ;'^ - -- #� C42 AS - BUILT SEWER PLAN FOSTERVIEW ESTATES C•13 AS - BUILT - WATER ,EXTENTION. PLAN ARCHITECTURAL HOME PLANS (FROM BASE PLAN # B2000.072) ARCHITECTURAL COVERSHEET Al. CODE NOTES A2.1 FOUNDATION & LOWER FLOOR PLAN A2.2 ' MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING PLAN A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING PLAN A7. ELEVATIONS &.BUILDING SECTIONS Dl. STANDARD DETAILS D2. STANDARD DETAILS SL LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE P,y CORRECTION SEPARATE PERMIT REQUIRED FOR. rt,J MEC!-1.4NICAL t ECTR!CAL _U MOONG [4.3 PIPNG CITY O TUKWILA BUILDING DIviS1014 I understand That the Pt to ( hoc.; anprc va s are suYl.,;t to errol rin(In '.v,, 7R,'1 plans, does not V!4lrlr� .. n 1. i :!;,ri ni an'r, adopted rnd n. rrrlin r F a Iril.tor sc '�4 C o ( ed u�<r� . bad. Date .,_• (�� wV_ I P e�mn N o. "' The plans have been reviewed by the Pi,t•'; We ianent for confo n C s. Acceptance i. et a - v.,lich do not t or ordinanc I t'� i,quacy of the design i tt r ct , Tier. Additions, deletions cr 3 orawings after this date will void t:, acceptance and will require a resubmittal of revised drawings for subsequent approval. Final accepta ice is subject to field inspection by the Public Works utilities inspector. Date: � U- ' 0py. 31Lz f.O.l` • RECEIVED CRY OF TUKWILA PERMIT CENTER T Z OOO !52 t yM � z ll 2 O z LL� WN 2 n 0 0 as • c, W • u A 6 Z a4 in Sti[_ _ COVER SHEET AREA LOT L PHASE LOT I 5 LOT 2 A LOT 1, LOT 4 LOT 24, LOT 5 tor 25 LOT 6 2 LOT 7: . , B LOT 8 LOT 9 LOT to LOT 29 LOT 11 ,LOT 30 LOT 12 LOT 32 LOT 13 8 LOT "33 LOT 14 3 LOT 15 A LOT 35 LOT 16 LOT 36 LOT 17 9 LOT 37 LOT 18 4 LOT 19 C - . LOT 39 LOT 20 _10 AREA LOTI PHASE LOT 21, 5 LOT 22 " B LOT.23; 6 LOT 24, tor 25 LOT 26 ;s'LOT 27 - LOT 28 7 LOT 29 ,LOT 30 tor 31 LOT 32 8 LOT "33 A LOT 34 LOT 35 LOT 36 9 LOT 37 C LOT 38 LOT 39 _10 LOT 40 D , CONDMONS 1. CONSTRUCTION OF INDIWDUAL HOMES, INCLUDING THEIR FOOTINGS, FOUNDATIONS, E ETC. MUST BE ACCOMPLISHED IN ACCORDANCE WITH THE APPROVED HOUSE DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPMENT PLAN. OUTLINES 10. AREAS, EACH AREA IS TO BE DEVELOPED. IN THE CORRESPONDING CONSTRUCTION PHASE. HOUSE DEVELOPMENT PLAN 3. THE CONSTRUCTTON'PHASES SHALL BE DEVELOPED PER THE GEOTECHNICAL RECOMMENDATIONS OF TERRA ASSOCIATES OR ANOTHER CITY APPROVED cG.OTEtCHNiCAL- ENGINEERING FIRM., 4.' THESE GEOTECHNICAL RECGIIMEAIDATTONS ARE TO BE INCLUDED AS PART. OF THE SUBMITTAL FOR EACH OF THE SINGLk FAMILY HOME PERMITS; ON A LOT BY LOT BASIS GROUPED IN CONSTRUCTION PHASES. 5. THESE RECOMMENDATIONS ARE TO INCLUDE: SPECIFICS FOR: A. TEMPORARY EXCAVATION RECOMMENDATIONS BY PHASE TO ALLOW FOR THE IMPLEMENTATION OF HOUSE FOOTINGS FOUNDATIONS AND SLABS B. CONSTRUCPON AREA AND PHASE MITIGATION MEASURES FOR SOIL STABILITY AND EROSION CONTROL BEFORE AND DURING HOUSE CONSTRUCTION. C. GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW THE IMPLEMENTATION OF THE NEXT` HOUSE CONSTRUCTION PHASE D. CONSTRUGTTON DESIGN PERIMETERS ON A LOT BY LOT BASIS E FOR LOTS 21 THROUGH 34, THE UNSUITABLE FILL MATERIAL SHALL BE OVER EXCAVATED DURING CONSTRUCTION OF FOUNDATIONS, FOOTINGS, AND FLOOR'SLAHS. ADDITIONALLY, THERE VALL BE LIMITED EXCAVATION. AND REMOVAL OF THE UNSUITABLE SOIL DURING DRIVEWAY CONSTRUCTION. F FOP LOTS 35 THROUGH' 40, THE SLOPE FOR THE "UPPER PORTION' (SOUTH END) OF EACH LOT. BILL BE FLATTENED DURING LOT DEVELOPMENT TO `-ACHIEVE ANTNGTJNATION OF 2.5:1. ANOTHER ACCEPTABLE OPTION IS. TO PROVIDE A CANTILEVERED' CONCRETE OR MECHANICALLY STABILIZED EARTH RETAINING WALL. LOWER PORTIONS (NORTH END) OF THE LOTS WILL HAVE THEIR SLOPE PR CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT lS TO INCLUDE, AS PART OF THEIR SINGLE FAMILY HOME PERMIT THESE GEOTECHNICAL RECOMMENDATIONS AS WELL AS A LETTER FROM THE GEOTECHNICAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS GROUPED IN PHASES THAT THE HOME FOOTING, AND FOUNDATION DESIGN ADDRESS AND FULFILLS THEIR GEOTECHNICAL RECOMMENDATIONS. PRELIMINARY PLAT NO. L93 -0014 FINAL PLAT NO. L99 =0018 7. DURING CONSTRUCTION, THE GEOTECHNICAL" ENGINEER IS TO OBSERVE THE' IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLAN. FIELD REPORTS ARE 10 BE SUBMITTED TO THE CITY AND TO INCLUDE•. A, TEMPORARY EXCAVATIONS FOR CONSTRUCTION PHASES AND MITIGATION MEASURES. 8 IMPLEMENTATIONS OF FOOTINGS,,: FOUNDATIONS, RETAINING WALLS AND FLOOR SLAB AND DRIVEWAY PLACEMENT ACCORDING TO THE GEOTECHNICAL NECOMMENDA110NS. C BACK FILL AND PREPARATION OF IMPLEMENTATION TO A ADJACENT CONSTRUCTION PHASES ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS a THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS 9. EACH OWNER IN ITS PURCHASE OF A LOT, HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSTERVIEW ESTATES AS APPROVED BY THE CITY OF TUKWILA, CONTAINS AREAS CONSISTING OF SItUr' SLOPES. EACH. OWNER HEREBY RELEASES THE'. CITY OF TUKWILA AND ITS OFI7CERS AGENTS AND EMP LOYEES FROM ALL CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEYS''ANA EXPERTS FEES. OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEEP SLOPES WITHIN THE PLAT; PROVIDED; THAT THIS RELEASE SHALL NOT APPLY TO CLAIMS ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEYS' AND EXPERTS' FEES AND PROPERTY DAMAGE RESULTING, FROM THE; SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF TIJKWILA, ITS OFFICERS, AGENTS AND EMPLOYEES. CITY, OF Sl l`, 1( FA6 LIEUY K&SE [j�tt T P.M.. 0230415-1-011 THIS EASEMENT GRANTS TO THE GTTY OF SEATTLE (HEREAFTER REFERRED TO AS GRANTEE), ITS SUCCESSORS AND A5$1GNS, THE RIGHT, PRIVILEGE AND AUTHORITY TO INSTALL, CONSTRUCT, ERECT, ALTER, IMPROVE REPAIR, ' ENERGIZE, OPERATE AND MAINTAIN ELECTRIC UNDERGROUND DISTRIBUTION FACILITIES. TRANSFORMERS DUCTS VAULTS, MANHOLES, CABINETS, CONTAINERS CONDUITS WIRES AND OTHER NECESSARY OR CONVE'NIENT'i APPURTENANCES TO MAKE SAID UNDERGROUND AN INTEGRATED ELECTRIC SYSTEM., ALL SUCH ELECTRIC SYSTEM IS TO BE LOCATED ACROSS OVER, UPON ANA UNDER THE FOLLOWING DESCRIBED LANDS AND PREMISES SITUATED fN THE COUNTY OF KING, STATE OF WASHINGTON, TO THOSE AREAS HEREIN .TW 4IN THE PLAT OF FOSTERVIEW ESTATES DESIGNATED AS "UITLITY EASEMENTS AND /OR ACCESS AND UDLITY EASEMENTS ". TOGETHER WITH THE RIGHT AT ALL TIMES TO THE GRANTED:, ITS SUCCESSORS AND ASSIGNS OF INGRESS TO AND EGRESS FROM SAID LANDS ACROSS ADJACENT LANDS ABUTTING THE' DESCRIBED EASEMENT AREA FOR THE PURPOSE OFINSTALLING. - CONSTRUCTING 'RECONSTRUCTING; REPAIRING, RENEWING, ALTERING,_ CHANGING,' PATROLLING, ENERGIZING AND OPERATING SAID ELECTRIC SYSTEM, AND THE RIGHT AT ANY TIME TO REMOVE PART OF SAID ELECTRIC SYSTEM FROM SAID LANDS ALSO THE RIGHT TO THE GRANTEE, ITS SUCCESSORS AND ASSIGNS AT ALL TIMES TO CUT AND TRIM BRUSH, TREES' OR OTHER PLANTS STANDING OR GROWING UPON SAID LANDS OR ADJACENT LANDS WHICH, IN THE OPINION OF THE GRANTEE, INTERFERE WITH THE MAINTENANCE OR OPERATION OF THE SYSTEM,. OR :CONST77U7E A MENACE OR. DANGER TO SAID ELECTRIC SYSTEM. IR IS FURTHER COVENANTED AND AGREED THAT NO STRUCTURE OR FIRE HAZARDS PALL BE ERECTED OR. PERMITTED WITHIN :THE ABOVE DESCRIBED EASEMENT AREA WITHOUT PRIOR WRITTEN' APPROVAL FROM THE GRANTEE ITS SUCCESSORS AND ASSIGNS; THAT NO DIGGING WILL BE DONE OR PERMITTED. WITHIN THE EASEMENT AREA WHICH WILL IN ANY MANNER DISTURB THE FACILITIES OR THEIR SOUDITY OR UNEARTH ANY PORTION THEREOF; AND THAT NO BLASTING OR DISCHARGE OF ANY EXPLOSIVES WILL BE PERMITTED WITHIN FIFTY (50) FEET OF SAID LINES AND APPURTENANCES. `.. THE CITY OF SEATTLE IS TO BE RESPONSIBLE, AS PROVIDED BYLAW, FOR ANY DAMAGE IN THE CONSTRUCTION,' MAINTENANCE AND OPERATION OF SAID ELECTRIC SYSTEM ACROSS OVER, UPON AND UNDER THE PROPERTY GRANTED IN THIS EASEMENT OR ADJACENT LAND THERETO. THE RIGHTS, TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL CONTINUE AND BE IN FORCE UNTIL SUCH TIME AS THE GRANTEE ITS SUCCESSORS AND ASSIGNS SHALL PERMANENTLY REMOVE SAID POLES, WIRES AND APPURTENANCES FROM SAID LANDS OR SHALL OTHERWISE PERMANENTLY ABANDON SAID ELECTRIC SYSTEM' AT .WHICH TIME ALL SUCH RIGHTS, TITLE PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE. OPEN SPACE EASEMENT LINE TABLE •9 ....,. 46 as :X0039 10.13 EL3 X999 4 W 58.26 EL4 N7J'4/1 102.70 as N7341;17'W 262' E. 619 34 4.56 as 51.21' as X099 J2. 7244 as N5T 7.23' am NZ 05 IT11. 613 °S7.E 2255' EL12 N89 '14 46.42' ELlJ 61 .56 5.05' E1.14 68 09 47. EL15 X 88. .12 ELI NI- 05 3200 E117.N ! 46 25.84 IF X82402 14i •' EL1I9, N72'H4�E 20 01.20 N52G 47AY 320 9' N. 47V. 2692' E1.22 :' 20 26.9 EL23 N89x0 24.39 au N892050W . 1655' E1.25 . .604 .26 52.6 9.61 ass N EL27 X89'2056. 33.40 EL28 ' s7 5 39 '14E 45 .9 r �I,Tg X66 117 ,)gE 2242' EL30 N 1 9 38' S4 "W . EL f N3 • 'f 33. 44' ELJ2 N 49.06 ELM N5f'J735E. 1682' EL34 NQ8'48 ' ELELM N4/ 35 N'E 2268 0136 , .. , .e.., 21.13' EL37 664 41 60.03 EL38 9023246 19.88' EL36 N ' 2.66 EL40. N6433'41 41.66' 0.41 . NS6V3 16.16' EL42 - N745941 26.98' EL43 - ■ '321W 31.75' itgailMNFLUDMIGAINIMEMIll OPEN SPACE EASEMENT CURVE TABLE RADIUS. _ LENGTH 06.54 6 uL 47.00' 17.23' 205952 ECJ - 25 627518' EG 2000' 49.81' 142'p 51' J RECEIVED CITY CF TUKWILA FOSTERVIEW ESTATES A REPLAT OF A PORTION OF TRACT 67, RIVERSIDE INTERURBAN TRACTS AND AND A PORTION OF TRACT 19, FOSTORIA GARDEN TRACTS IN GL. 2 AND GL. 3 AND THE SW 1/4 OF THE NE 1/4 OF SECTION 15, T. 23 N., R. 4 E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON PERMIT CEN r 7 I R. L. McDUFFY & ASSOCIATES, INC. DA.- 2/7� L GO LAN USE CONSULTANTS ovo er _LNG__ ENGINEERS o SUR YORS a PLANNERS o MANAGEMENT JOB NO. 96089 3915. C O L B Y A W MIE LIETT, IIA5MAIGTON 98201 (425) 258 -4438 FAX (425) 258 -1016 561 ..j.. CF PLC USES Ill L� 1568A 2 . 1568B PHASE .. PLAN 1843A 7 LOT 1 1843B 6 2060 5 2108 5 ( +2) 2246 5 1843A 2119 6 LOT 22 LOT # PHASE PLAN Iggr AREA LOT # PHASE .. PLAN eoRCR AREA LOT 1 1843B 1 LOT 21 2119 LOT 2 1843A LOT 22 B. 2060 5 LOT 3 A 2119 LOT 23 1568A TOT 4- L 2246 LOT 24 1568B LOT 5 2108 X LOT 25 C 1843A, _ —__a LOT 6 2246 LOT 26 1843B LOT 7 2246 LOT 27 1843A LOT 8 2108 x 2 LOT 28 1843B LOT 9 B i 2108 LOT 29 D 1843B 7 LOT 10 Y- 2246 2 EAT 30 L —1843A - LOT 11 2108 LOT 31 2060 1 t LOT 12 j 1568A LOT 32 2119 LOT 13 -1- 2108 _ -- LOT 33 A 2060 8 LOT 14 1 2108 LOT 34 2119 LOT 15 A MO (1) 3 LOT 35 1843B LOT s� 2108 L T 16 MoD'FD (2) LOT 36 1843A LOT 17 2246 1 LOT 37 C 1843B 9 LOT 18 2060 LOT 38 1843A LOT 19 C 2119 4 LOT 39 18.43B LOT 20 2060 1 LOT 40 D 1843A 10 ..rC / V DT A M RA' A TI? TY it- Cf U- B a l n I PHASE KEY EN N PROVED BY. CIIY OF „, THESE GEOTECHNICAL RECOMMENDATIONS TO BE'INC AS PART OP THE SIBM1IAL.FOR EACH OF . ' SINGLET F RESIDENCE PERMITS, ON A LOT BY r 'BASIS, GRO IN CONSTRUCTION PHASES THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR IN B 1 N '. THE GEOTECHNICAL ENGINEER IS,TO PROVIDE N CBRTIFICA_ O1 ON A LOT BY LOT BASLE THAT THEIVORK'HAS BEEN ACCOIIPUSED IN ACCORDANCE'WIEH TBBIR'GEOT'ECHNICAL R$COMMENDATHGNR A TEMPORARY EXCAVATION RECOMM . DATTONS B ,. AREA TO ALLOW FOR THE, INSTALLA I I N OF HO,US ;+ FOO1TNO AND FLOOR B. FOR SOIL STA NDD AND comma t BEFORE ,AND DURING. HOME CONSTURCfLON.. • T O FA 4 +' . ti NEEDEDTOALLOW ' IMPLBMEN• • FOR CONSTR 2L OC I1O N DL I THROUGH ON P ` 34, r 1 a ON A LOT " MA NASIS TER ABLE SHALL LIE OVER°EXCAVA 0 r CON, RIRILL 'N`'F H .FOUNDATIONS AND I a SLAWS ' :: r I i 1' ToBU& l 14NANDR ALOP SOIL WRING DIUVEWAYCO F0111.01% THROUGH IOTEE r` •'ON W (SO END OF EACH LOTT'WILL BE FM I LOT D OT A.CLHEVI AN INF' NA'ITO : ; ZX1 ACCEPTANT! ON,B,TO'PROVIDE A . r CO NCRBII MECHANICAILY.STTA8IUZED REF N ML (NORTH, OF TBE'LOIS M�VE TriEIR . r PROSL CORRECTED DURING LOT DEVELOPMENT. THE APPLICANT IS TO INCLUDE, AS PART OF u RR SINGLE FAMILY RESIDENCE THESE G ,, a : NIC. RECOMMENDATIONS AS WELL AS A L EITER FROM TTIB ENGINEER THA.CER1IFIE4ON BY I . , - , ART. a IN` THAT RBSSE$ THE:; A FULFILLS TOME. I THEIR 0 + , AN I u 0 ' V' N b ADD G I ,, • E NDA NS DURING CONSTRUCTION, THE G BN' 1, IS TO OBSERVE I THE IIAPLEMENT'ATIONOF THE HOUSED PLAN. FIELD ARE TO BE •SUBMITTED TO T'H of LA AND TO ADDRi e A. TEMPORARY EXCAVATION OF CONSFRUCIT ARAREAS —� A MITIGATION MEASURES B. VERIFICATION OF PO�UNDATION, :, I I 0 W� /r ti AND FLOOR SLAB F N ;:METHODS i V DRIVEWAY ' PI ACEMENFS AGCORDINI TO .. I ENMOONS. ' C, VERIFICATION OEBACCi:.1AND °'T COCOMMON IN ACCORDIN OTO CAL HOME ` LOPTII+NT c*)NSIR ON AREAS : P I • 1 I r' � NR• _ Jj TRACT "A 2 L astir ra (SEE SHEET C -I FOR STREET ADDRESS OF EACH LOTS) CONDITION L CONSTRUCTION OF IN FOOTINGS, FOUNDAT1 IN ACCORDANCE DEVELOPMENT:PT.AN 2 THE HOUSE DEVELOPM AREAS. EACH AREA ISIO CORRESPONDING CON 3. THE CONSTRUCTION AREAS S PER THE GEOTECHNICAL OF OR FII 4. 5. G 7. C. D. F. 2 DOD j'31 KEY PLAN R/W REC CIT of, , PERMIT CENTER 20 40 8 160 E:1 =40' 0 0 r OF FOSTERVIEW PLAT ' PLC USES IN PL 1568A PORCH AREA 1568B LOT # 1PHASE PLAN 1843A AREA TAT I 1843B 6 X 2060 5 LOT 21 2108 5 ( +2) 2246 5 2119 ` 6 LOT # PHASE PLAN PORCH AREA LOT # 1PHASE PLAN PORCH AREA TAT I 1843B X LOT 21 2119 LOT 2 1843A X LOT 22 B 2060 5 LOT 3 I f -- - - -- A 2119 1 LOT 23 1568A 2246 LOT 24 1568B LOT 4 LOT 5 2108 X LOT 25 C 1843A 6 LOT 6 2246 LOT 26 1843B LOT 7 2246 LOT 27 1843A LOT 8 2108 X 2 LOT 28 1843B LOT 9 B 2108 LOT 29 D 1843B 7 LOT 10 ' 2246 LOT 30 1843A LOT II 1 I 210 LOT 31 2060 LOT 12 1568A LOT 32 2119 - --210-- .8 -1 LOT 33 2060 LOT 13 A 8 LOT 14 2108 LOT 34 2119 LOT 15 A ! MO (i) 3 LOT 35 1843B L 16 MOE4D l2) LOT 36 1843A LOT 17 2246 LOT 37 c 1843B 9 LOT 18 `.. 2060 LOT 38 1843A LOT 191 C 2119 4 LOT 39 1843B LOT 20 2060 LOT 40 D 1843A 10 Jf jT DT ®N 1MA' A TY k ZCT- T Fri' TT 11 ` Y x�+z � � ..,•t�1 tr�Lk TRACT " A" NOTE: 1. FOR EROSION CONTROL • EXISTING SILT FENCE (AS SHOWN ON C•2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. (SEE SHEET C•1 FOR STREET ADDRESS OF EACH LOTS) �2 PRO ERP' CAVE - rYP (7RACr Bo,) TRACT ''B" r KEY PLAN R/W 20 40 80 160 = 40' RECEIVED CITY OF TUKWILA CERMR CENTER h Pl. N •. I TNG AND STREET : PLAN PER CIVIL FINAL GRADING PLAN SHEET CO3.1 NAn4E . frfCETARON etLFFEK SOUTHGATE PARK W15 EX L/77L /TY POLE UTTL /T LAN N S 13717/ SIWEET STEPS II E ASO NEW 5' CONE. WALK NEW 5' ASPH WALK SEE 5FE:ET A5ID FOR SITE STEP INFORMATION RECEIVED CITY OF TUKWILA PERMIT CENTER . -RA m O co, 0 0 TITLE JOB N0.- 980r SHEET P1.5 LOT TOTAL CUT TOTAL FILL ADJACENT TO LOT • WITHIN R.O.W. CUT FILL 26 27 28 N/A N/A 29 N/A N/A 30 N/A N/A 31 N/A N/A 32 35 81 0 83 33 38 122 0 66 34 35 37 3 7 35 N/A N/A 36 N/A N/A 37 N/A N/A 38 N/A N/A 39 N/A N/A 40 N/A N/A t�`n '�flnA k' n ' it* CUT w TILL CALCULATIONS (IN CUBIC YARDS) THESE CALCULATIONS ARE BEING r OVIDLD 10 THE CITY OF TUKWILLA AS PART OF THE PERMITTING REQUIREMENTS. CU AND FILL QUANTITIES ARE GIVEN AS TWO SEPERATE NUMBERS FOR THE TOTAL AMOUNT OF CUT AND THE TOTAL AMOUNT FILL ON EACH SITE. EACH CUT AND FILL QUANTITY HAS BEEN CALCULATED TO INCLUDE FOOTINGS, CRAWLSPACES, THE AREA UNDER THE GARAGES, BACKFILL FOR FOUNDATION, AND AROUND SITE WITHIN PROPERTY LINES. CALCULATIONS ARE BASED ON THE DIFFERENCE BETWEEN FINAL GRADES FOR PLAT APPROVAL VS. FIN vL GRADES FOR LOT BUILD OUT. LOT 05 06 07 08 09 10 11 12 1 25 J TOTAL TOTAL CUT FILL 01 L 348 133 02 177 266 03 35 37 04 13 14 15 16 17 I 18 ADJACENT TO LOT WITHIN R.O.W. CUT FILL 0 0 N/A 0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A SOUTHGATE PARK N/A 4 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 19 N/A N/A 20 N/A N/A 21 N/A N/A 22 N/A N/A 23 N/A N/A 24 / 1 vnernommunio EX UAL volt' 020 W151 80 SCALE 1:40 160 _..-I-- NEW 5' A.SFN WALK tam- WE 450 EW 5' L'ONC WALK SEE SHEET A5m FOR s1TE STEP FFOIBIATION RECEIVED CITY OF TUKWILA PERMIT CENTER In A cu I co U a) Q Q. c*> RILE ^ 0. 98O N N N N D = 07d58'3 38&10' It =20.90' TOP (1679 me 166' / 7d39 4 E /5. 7 67" NEW /( TW RAISE CB 31B PATIO CL$ANOUT' DRI EXPO .,.I• . 1 RESIDENTIAL T +' 1-, IN TIGHTLINDED •r' ALL OTHER DRIVES TO H -2k., SLC T CO 1 ' -< TION S: QUENCING AND TEM R DU LNG FO STRUCTI. PID I.I,PI2, / EROSION CONTROL AFTER BACKFII' FOUNDATIONI ND , BEF •IMPLEMENTATION OF LAN APING 2 SCAi REa E Mp� 4LL BE STRAW 'I#R KC 1' DE51CN M PENDIX D. J T Ais1D FILL SHEET PI Oef'FzER TER N UT // 'TY N POLE N S 89d20'56' E 139.22' EX OT /L /TY POLE N NOd39 4 E 725 6 These ' hove been reviewed by the Pubhi; Work- - . - 't for- car; r�::•t Cr'; .. an at or crcl,r, _ for t uacy of the Cc_ . ;h the ,. ,. Additions, dela, 10 these drat :'ings after this d::te ;!;is acceptance and will require a renril. of revised drawings for subsequent approval. Final acceptance is .subject to field inspection by the F iblic \Nor!cs utilities 1 spector. Date: , By; YS TONE WALL 56 N N 26'4' WI /6 156.17 SITE PLAN NOTES THE SITE PLAN SHOWS FOUNDATION AND FOOTING OUTLINES, THE FOUNDATION DETAILS NOTED ON THE SITE PLAN SHALL TAKE PRESIDENCE OVER THOSE ON THE HOUSE PLAN 2. OVERALL SITE TOPOGRAPHY IS SHORN ON SHEET PIE. 3. ALL FOOTING DRAINS ARE PER DET(AII�L S/1S/1.5.0 S 4, STORM DRAIN - SEE CIVIL SHEET C H OR HOME SHALL BE 4' NON - PERFORATED AD5 N- . P IDE 4% POSITIVE GRADIANT. TIE TIGHTLINE AND FOOTING DRAIN TOGETHER AT wwt91`Pi,INT PR&'IDE 6k T-,4' -AUP TION— — THEN CONTINUE TIGHTLINE TO STORM DRAIN. \• 5. SANITARY SEWER - SEE CIVIL SHEET C -I2. SAARY SEWER SHALL BE - - r' 35 WITH A MINIMUM OF 2% POSITIVADIANT. C OUTS SHALL B 6. WATER SUPPLY FROM METER TO '+'I WAT r $ - =_ •.: CONNEt WATER METER SETTER. SEE CIVIL SHE3. • .. , , 7 , . T , IVEWAYS SHALL B a' CC1RETE D ;t 1 • • c 2' OF 5/5' MIN r= SH • R• M WIDTH gye U i r SLOP CUED IS 15%. .3 ST.' r . RADIANT EROS .IN C. TROL p • 0 F 04 w J 1 33 0 'Z RECENED CITYOFTU PERMIT CENTER ?!TL[ DETAIL PLAN P2.0 OVARDRAIC - - -� S 42th AVENUE SOUTH SIDEWALK rt l J1._ I!LOM�ppr Er e (SITE SECTION FOR LOT 01 & LOT 02 Scale 1' = 10 , SITE SECTION FOR LOT 03 Scale 1' = 10' RETAI REfAININO WALL LN_ PO NT IMEN s ins &VENUP_ SIDEWALK REVLSED MCNEAL GRACIE FINAL GRADE FOR PLAT APPROVAL I; V SITE SECTION FOR LOT 04 Scale l' =lP SITE SECTION FOR LOT 17 Scale 1' = 10' — 11010t --T Inv" l52 FINAL GRADE FOR LOT BUILD OUT DATSM UO' RECEIVED CITY OFTUKWIIA PERMIT CENTER 8 P6.1 ( F ooT :NG• DRAIN D� Ai4. Daaoaoe 5,8'4•x' A/143 2 2 X3A6' 6LL STEEL fA-a EASHERS • 4'•0' OL. t TA.UB><CEPP AS NOT ED CN L BG•EPLLE T MN EMBED. FANG DOES NCtt SLIDE N TIES OOND)TioN FOOTING SPANS HQRICO rTALLY TOP OF SLAB A - i 10 ,'rt�Eclliltl • +1 _......_.�.r...... ITT! 8• 8• 2'y' µ7b. FOUNDATION DETAIL 8/4'=1' -0• NCO DOES NOT SURE M THIS CaL171 FOOTNG SP HbwZCNt TOP Cff `ELAB F OUNDATION DETAIL l�D Y FITS. •• :�e,4 ,h 1 1 4 .. - I .'IIIF ._... IIE�1 =:11 3/4'441 IR' CLEAR s / 2 .;;; OUNDATION: DETAIL VV BAR •1OP Y vERT, EAR • W' OC. RLL H3 4144VCR WALL (DIV.3 SWEET A-I/ V vERT. J OAR • 8• o6 (DIWL SHEET A -I) T. mom, emit • Er (DM 3 SHEET A•11 uN DVS PROOF. ( ON 1 5T AU g T)W4TLINE v ,BAR 3'•0'• -- (DIV-3SHEET d•IJ . BAR CON,. )OW. 3 SHEET A -I) SOLID %IBBER47E SEE DETAIL' 9&310 FOR FOOTNG CONSTRICTION (Div-2 - SWEET A -U 5/8 AA Ulf 2,1 STEEL RATE WAEHSERS • OL.IDN S SWEET A•)) AS NOTED CH) SEA SGEDULE 1• MN E VERT. BAR S' CC, FILL ( Div, 3 SW EAL • (Div, 3 SWEET 4 -I/ vERT. J BAR DR 60 • Roc (DR. 3 SHEET A•)) V )RR$-BAR.S'« (DIv- 3 SHEEN A -U 17/311 PROCFNYa I Div 1 646 Al/ ,M TK•HTLINE 2p V ROM. BAR 4 h vFV. 3 Skill A, (62 4 BAR CCNT (DI SHEET A -D SOLID - TR.4T SEE, DETAIL .0fOR FOOTING ERA TRIC/)ON (DIV. 2 SHEET A. FOUNDATION DETAIL commo \ 13/4"..1 -0• P16514 GRADE \ TOP pF %AB •f TOY CE J EAR 10 OF 1,r7G 3/4-, f-Cf �` 1/2' CLEAR 3'• -0'. .10' )' -10' OUNDATION ' DETAIL STEEL ? .ATE ( T A- UExGEPT )Uj_=iI1111F' ScH EL?A 1 EN T3'iBE (2/ • TOP VERT, BAR s 0' e4 RLL ) )n• CLEAR V VER(. J BAR • 6' « (Div. 38REET A•U DAMP MOM. G I DN. 1 SILT A) V P RI BAR . •Woe P•6 oIrEELAp nino (am 3 GREET A -Il TIGNTLIHE (51 V BAR CONT. `TQN 3 SWEET A -U ti SEE B EA FOR FoominAN CONSTRICTION (DM2 A -U sour; 8 1357E61 4' CONC SLAB OVER KAPCR 9)•+x70' AA ION 2•32•X3/16' SLL STEEL PLATE EIAS)Ef49. OD- (DIV. 3 iNI ET'Ad/ ExCEPt AS *RED ON 61EAR EIALL SUEDIISE 1 7512 EMBED 12) V BAR • TOP "4 veer. EAR •• D GC, 541 !pN 9. Ce' d -U VERT.J PAR GR60• 8• R L TON 35HEET A•E 0AfB14,0Cf # I DIV. 1 SIT min 6 �R Taw 0 ,4 0 4, ' A " , -- mantra 4 4 LIERL BAR 2'•@ • WOW )D)L 3 E+WETI 44/ SEE BETAS. WA, FOR Fppp0pT�MO. DRAG CReTRIDT)ON (DN. 2 SWEET A -I) (b) V COACT* , . (DN. 3 SHEET A -)) SOLID BJRGTRATE L cow, SLAB OAERR4' ROCK OVER VAPbR BAR410R BOW x10' AsA tlV 2'%2'X3)6 8.4 STEEL RATE at:4m4 • A'.0' OC. (DN. 3 SHEET MW A EXCEPT A6 NOTEO O'"'. AREALL BCIEDLLE '1' nEtEPolo. (LV BM• V VERT BAR (3 W MM/ • D• cc CON. 3 MEET AA) 3 vERT. J BAR GR60 • 6' (qv. 3 SHEET •A U . DAMP F LA ( DN. 1 SHT .AU V NDRL pp4qR5 • 8• «. , 1 6 l OW A-6 113/0. 3 SHEET •U TIER TLNIL ▪ NDRZB(R 3' -0' • R et L UAI imam, WA FG HEC71R1 MPN.2 SHIEST A•i1 Y62 V BARCONT. tqv S$WET A -D SOLID 81,EWTRATE A OONC. SLAB'OTER 4' ROO( OVER vAPCR CARRICO FOUNDATION DETAIL 3/4 ",4 sZOPOF PTT;i oasoo oe (4"4-47 OUNDATION DETAIL 1 1 111 a0 - -IEU61111111111111111. DOES NOT 5110E N 77416 ..,rE2�., ronrNn se ie NTS OUNDATION DETAIL 3/4' =f-0• 1 V2' CL'ff4R DAMP PROCEN6 I Div 1 BHT AI TIGNTLI E n n "4 4 WM �B •EY0e.R/.L s 'a 3 SHEET A -E 9 D VERT .J J.BARGRd « 6• S. ET A-0 CLEAR .J Y (EM 3 SLEET A.II 13441P PRROCFFNYA (Div.1 NIT AU - ---• V 3' -0' BAR • f0' « '„�„ IDNN} 7d•U (DIV. 3'SHEEt Al) - ��IIIBI- MOM -=l1 AR P I/2' CLEAR EtZli POOTNG EAR& NOT SLIDE N THE COI#NT)O)L FOOTNG' SPANS NORZON)ALLr. 70t! OF SLAB y' 6 m' FOUNDATION DETAIL 3 /441' -0` DOER NDT SLIDE N THIS cat, N, FOOTING SPANK oconcNTAi 'FOUNDATION DETAIL L ®3/4W-0" 10,0' AB WW 2'%2'x3.• 44 STEEL RATE Wei4ERS • 4' -C• OC (DIv 3 SHEET A, EXCEPT 45 NOTED ON SHEAREALI. SC4TOULE 1' MN EMBED. (2) V BAR . TOP 4 WB 4OR:! BAR Im' AC. I'•b' CORER O WAP (DIV. 3 51EET A -I) V VER1. J BAR E DL. ALTERNATE BENDS )DN. 3 SHEET A -U TRETUNE - DRIPPROOFNE (DIv, l SHEET A -Il 3 A SEE DETAIL TT'EO FCR SECTS), DRAS) CONSTRICTION (Cl)). 2 SHEET A -I) SOLE) SUBSTRATE 13) V BAR =RT. (DIV. 3 SHEET A.)) 08606.07 IO map AR. IV 2•XYx3A6• S +STEE L RATE WOSNER9. 4'•0' OD. )01 SHEET A -I) EXCEPT AS NOTED ^N ARUALL SCIEDILE 1' MN EMBED. ... (2)V BAR •T V NORM m' OL. F-b' CORER (DIV. 3 SLEET A -U V J BAR W' OC, ALTERNATE BENDS 3FT• 3 SAIEET A -U C( TRGNTLME DAPIPPRDCPNG (DV: 1 WEST A -U SEE DE 3'P88FOR FOOT. ERAN IG TION (CE 21EIEET A• I) q N � ^t _ ' ��g 4 : 1_, (31 V EAR LONT V. 3 U)&ET A, ; z! ! ` 4 µz \ cn a /' g q r " ti:Ci) I' . LL V VERT. BAR • W' OC. FULL 1) RECAP OF WALL' (DM 3 SHEET ••U Y ART. J BAR.•'fi « - ' (q EE v. 3 SMUT A.1 f+7 In V HE7Fd. BAR . IF! « fDN.39NEET A -U t� 918,x10' AB. EY 2'%2•X3)16' BA. W STEEL PLATE WIENERS • 4' -0' 0.C. (DN. 3 SHEET A -I) EXCEPT ON SH AS NOTED EARWALL WL 1' SCWEDE. MN. EMBED. 0/ 44 BAR • TOP (9) M BAR C0.11. (2/ AT TOE (DIV. 3 EMU A, SOLID BASTR4TE SEE PETAL 9/1430 POO .01. DRAM f.ONSTRUCT)ON (ON. 2 SHEET A.12 BAR • TOP V vffi2T. F BAR . 0' CC. FILL LES TLL (EY�R O !DIv. 4 d - I) •ER1 J,BAR • I 6' a s HE (DN. S SET A - V - w w 1:,;152. BAR • 10• « (qv. 9 SLEET A•U • I q• i Biel A)) TIGNTLNE - V HORS BAR 3' -0' • 10• SW (Div. S REV A, V V BAR QOM. (, 0 ' 1 V. T T V 3EET A• SOLIDS TI SEE PETAL WdON, FOR FOOTING PRAWNITROCTION (DIv 2 SHEET A, w .,., �u LL 7 DATIPPROCENS ( Div 1 SLAT AU 9 / (15 /,E • 8 LC) TKvHiiLNE `' I: p � CT) 2 F. - 5 1E (� i �� . _ �_(0 m 9/G'4 10 A$, EL ,• i(3A6 SR W m STEEL SLATE 55.4'•0' OC. (DN 3 A-U ExCEP1 48MOtED APAR, SCHE MN EMBED. CVS PERMIT CENTER RECEIVED CITY OF TUKWILA 51115 STEEL (3/TOTAL .4 SAR /3, PLACES LE OF 'DECK ABOVE \N.° EACH RISER TYR EACH TREAD 12 rrp SEE SITE PLAN FOR SITE SPECIFIC PRISf ' COUNT 4 LOCATION. 33120 / STEP PER GRADE rp,17 .ITTE NO 38C,11 P9. 9801 3 CO," EP COVC. 1 ✓ALK -:� OS'A GE, PPW/ 1 s'. i; aALC HCE SPEL /F /CA T7ONS WA AhGfR� LA 9 A FO'[ hVA 5 nD /A MCI A L7 'S i'r 1! Jr PA-If/LA'S r,PM L RA /NP. . 'An. A .), C iZ'iI EA.:1N5 :,NA.:r gE TYAE / C,W,E5 OPIERW15E 0 - 0 i7r^ 8.1541 S S,:ALE EE, 54 -/hi, O/A PLC TYPE % C AL E 17/74,44, P/P [ AE P t ?,EP d C ` ''r .:5 'C:OP 4441/NW, A 0.'!['..5 .iT/ ERW -'s. J,`E:, ✓ A i' gA J ,45.7.4 770, B YA/ C,RA WATH 7'R/ GR-'IF ,4A F Rj ! r Lc, bF'S f l 'r ,; p✓ r GY r> 0>';1 r '(' 4 R L E A.0 C ,.^A /1 �:SEE..JN� cE�..✓ �W„ Nil . CO .,NP J, � I Mrj A J e/ P4 l:£ tJ,'!G C1:Y t 01Y hI?. _,l,'1 "-; 9J, F.s :. i j A r rr,A, r I I I 1 S/OF /L TRA TION SWALE SEED I Aria RED TA 1 1 1 1 .s /fE7Gi'/T ,z F a1X s /04170e' 4f5' RUSE' J5 AD I so.. Ar'1ff NBA .S9` 91 IB'i ALEoftiouit6 A4A?rAAiL5' X 1 1 3s 1 1 11 APPLY 116' BY ime AT' 4 RATE 0, 50 A .:'. !17'7! A000,0 4 SRR Cm` I R1 Li' NAME" 1.517,4N0 PLAN1s' 1 &L Raw(S27lrpt(s Act/TL4 1 YALtr:YX$ 014 seccurARpUS ,2•1 cirEp#6 SCrY£ RUSH (EtEG191445 ''ACUSIR52 I S caw SEDGE (CARE, rPlit,4 MOTHERS AS 1 RA'14PED 8Y Ns cv}: dvYA.96£ PLANTS ST. AS G1TAK (TYPY. 4 LATW4 Avg/ CAIIARY GRASS I ■ (ThACARXS ARIA4DWA( AN47 RARE' Llk'tQ3'1R8't' (L YRfR V SALiCAHM) SNAU NOT BE USED ZIAXER ANY 01024>S7ANCES NO7F AS BU /LT /NF(JRMAIION 1/SI ASIIOF9/30 %99. I MANHOLE L /DS AND DR /N ACCES,9 L/DS /N P IYEitMENT A l /N A 1 R/M EL S MAY 1 , CHANCE AFTER F/NAL / )riR 1 0f' 1 ASPHAL TPA IEMENT HAS 11.19E-EN I 1 Li r PER RA7,Q a DEI.0 1 1 iuhTyL� �)I Fs h� s 1 5 c72 147. 14 rJJ (, > 1 ;7C�5J 7J 9 / 1, /„. T 1 ,0 ,15 1 0 0 , 5 ; 1 , /F 8 r; ! 756.3 1 ' /:' N/) 16620 T1I ! EI I r 5.4 S ,.P .'1 v I ; rt . " ` c61,' ;' , ✓ 572 ,28 (1.7 '/rV; 29(rlr ✓� 5A(7 7' 2 3 4 ; 36 _l iL7 1 �� 742, 63 N/ '.E ,466 1'1 `44 7 3 12 -1NCY✓ COL lFRF %df47 (EX /NYERIS) LANNED R AL DEVEL I 1 I 1,0 FOST ESTATES ' 11 171 IUJAIRDIIN : : CO ALLEG ENTERPRISE 111 C/EAk1T PHONE 334 5018 5(,,111[ PliONE 743-5 70 1E0IRES 1 3- 15 -0011 4 8/ = 7 SOUTHGATE PARK 14 3 5 \ 6 4 ((!0FR/YA/E 5N/aV :AND Rai, 43 rTYE4. "NE/✓T I-._. \ I 0. 3 JREE 48 17 = v i c <4" 8 45 EDOE EX V/; ASPHALT rAPAhDONED, \ Exs /N; `� \\ R ADS /GE C ✓T h' NOTE T✓iE FOLL 28:s ARE 422555 CR ✓UNC7705 S7RUCTURE5 NOT /NLET% AND HAVE 50L /0 COVERS: 5 18. /8A, 180 244, 25 294. 30. 40 404. 42 46 /58 '559` CATCH BAS /N DATA (ALONG' CL OF ,4 1.3771/ PLACE UFfS£TS ARE TO FACE OF CURB 1113?( CURBS ARE PRESENT) 102_,M2 Jed/ [LEY /NPERT ELEV 1 222..:6 2:5 ,°T 8'%v:• 2;84,8 2154,8 2/200 21067;'8„ 210 5298 r ✓1 204 75 240 TO (8 " , 2C" 75 J' ) (86 73 /87 7 (8 5 15 /' VW.' 78702 (12 N✓E 78969 /8609 / 2E 17477 1 171.73' (/2 "4,) / G6 i ,2 /5Ej 774 43 /7/ 1 40 (8 '/SV.• 9 17457 /7 72 /8 - 5E 1 70 18896 18 (72'E 1/ /8010 1 57 .'12'4 /7569 , '2 179 JO /75 (1'";. • 175._ +5 J 2''6Y, W1 i3 78538 /04 42 ,'12 'NW 4 /8320 170 84 'S 17785 /74!1 J12NitJ 17 '4 09 ;';'2 SE/ .'G /70.81 1 73 5 2;vw' Y.;6 /2 NC2 174 55 %70 50 P.'Sr , v /74 _07 i, , C ^ ;fir SW F EI , ! .00 re St'W 188 /75 /5/ 55 06 ':/ NP 54, 5'il;5 .7072 .; 7 4 12 'NW,,) 0" UNU7Y EASEMENT 1' 32 8#875 3' 5" U71UTY EASE 4fENT HOi(7 AaNT JO" ACCESS A Um /T EA'J 5" UT /L /TY EASEMENT I5 "AMIE DRAINAGE SOUTHGATE PARK KEYSTONE WALL SPEC /F /CA77ONS ALL NM( SHALL Be IN CONRYWANCE MIN WS DOT (AP#{A) STANDARD PLANS AND SpECIF/CATIONS FOR ROAD, BRID04 AND A/UNIQ'PAL, Ll4VS1RUCRON CM' OF 7U1'10/LA P/%BUC MaBF3' SCNER CONS7RUE7ILW AND DEt4ZA°A/ENT STANDARDS AND ✓AL WE SEWER D/SIR/G'T STANDARD SpECIP/CAflON$ A/i1Nffaa"S SMALL BE 48- /NQY D/AA/E7ER, nil 1 ' Hufl ECLL'"N7R/C CONES THE MAX?I/U1,4 H60YT',OF 771E RISER A8014 77/E CONE S7'/ALL BE 24 /NCNE4 INCLUDING FRAME AND COW?, BASE SECI?LW SHALL CONTAIN A'PREFABP/CAIED LaYCREIE CHANNEL W/F7BER' S'UPPOR1ED PLASM' LINER BY GU LINER LID LIP EOLIAL. ALL MANHOLES SHALL' BE LNANNEZED 777 THE CROWN a'' 71/E SEMEN'S 714E /NI RT a'" 774E 0071ET SEWER SHALL BE A A/N/A/UA/ OF 0 FEET BELOIY THE INCOMING /NS2777 EZEYAI7ONS ALL MANHOLES &'ALL HAW LADDERS AND SAFETY SUPS SEWER PIPE SJYALL BE Pty ASIA/ D-3034 SOR JI:t NOTE AS-BV/L7 /NFORAIA71ON /5 AS OF 9/30/99. MANHOLE L /DS ,/N PA'LEA/ENT ARE //V ATP R/41 ELE! 417ONS I,/AY CHANGE AFTER FINAL LAYER OF ASPHALT PAVEMENT HAS BEEN APPLIED. 10' PR/✓Ar1 EX SAN MH /9 -J1 RE 208.4 /E 2022 (8" N, S & W) EDGE OF EX ASPHAL T PEOESTR /AN AND /NW U77V7Y EAS IENT 1 *57 34 �5 EX SAN MH /10 -72 RE 108 46 /E 700 90 (8 /N S) EX ROCKERY /E 700.24(8 "OUT NJ EX CON, WALL PEDESIR/AN AND PU800 U171/1 EASEMENT 15 1#,313 s Un 1rY EASEMENT //170 A// 12 O#5(6 NOTE SEE SH75 C -15 &C= -16 FOR PROFILES/ 20 40 80 ATER COURSE P /PE DATA MH NO. L /MH NO SEE 1 2 9 559 2 EX 72719 3 4 6 519 4 5 7.949 5 6 7729 6 7 2 679 7 71 70 509 8 19 70 559 79 9 8 649 9 70 535X 10 71 11989 71 12 74959 12 15 8 669 3 14 5299 14 75 7242' 75 18 15 209 6 17 5 459 17 15 2.241 78 EX 14 469 20 19 15/3X CO (LOT 32) 20 1229 MANHOLE DATA EOCE OF EX ASPHALT EX SAN MH /10 -JJ PLANNED RESIDENTIAL DEVELOPMENT' FOSTERVIEW''', ESTATES DUJARDIN DEVELOPMENT COMPANY AN ALLEGRE ENTERPRISE l EVERETT PHONES Z -5 SEATTLE. PHONE: ]43 fi140 MH 50. all REV INVERT ELEV 1 176.92 171.69 2 16599 15977 15955 3 189 .' 187.41 4 8550 17504 17287 5 179 O. 771.29 /7179 6 17758 16965 16955 7 774 79 766 96 /66 72 8 18993 181.20 9 17870 17042 170 75 10 77227 163 72 763 42 11 768 67 159.22 (FROM MH 7 15922 (FROM MH 10) 152 72 /OUT) 12 L,f 95 14790 /4745 73 45 142.95 14265 14 68 15548 13518 15 60 751.90 (FROM MH 74) 1 51.77 (FROM MH 17) 157 41 (000) 1E 58 146 73 17 155.47 13532 78 2090 71450 71095 78609 17563 (FROM MH 20) 17554 (FROM MH 8 17514 (00/7) 20 ' 19759 20618 EX SAN MH /10 -57 ^r- -= --RE 7467 - 3` — 137 T H STR /E 714,7 (8 " /E 1318 ("8" OUT) EX SAN MH /10 -52 RE 14986 /E 74211 (8" W) /E 747.45,(8" 5) /E 147.35 (8'` FJ EXPIRES 3 15 -00'1. F0) 25% PERMIT CENTER - tPR STATAANI 41 1111 , 4110 1 - z MOIVIT Ash AID /115 LETAC 13 e.. AMU M647EMW W MAX a'25' /MIT 10 MAWTAW OfF317 OF fliVMC AVM. DEFLECT 1047E7iMAW MAX CF 25' PER ..ANT AS NEEDED 10 LCCA7F MG47FPMA/N. AS /AVCA1E0 ON PLANS EDGE OF EX ASPHAL T (ABANDONED) WATER COURSE TRACT m ®" /MAIM REEF YAEW \\ \ \ \ 1 1- B (K/xFZ) \ 1 - CC.4IEVA[IE(FZ x AO 1 -6'a4) #2WE(17 x10 1 - B' X 6' REP1aA' (W x 4V) 1 - MAPANT ASSEili!Y (523 ILWJ CEIC 7EMMINO 50' 4/AX. I14TE COL RECEIVED CITY OF TUKWILA 25 PERMIT CENTER 96152.00 C -13 1 -B 4. 4'77 CO MELT EX 4 IV 10 NEW B' M' 2 -'4, 45' WIT BENDS REZOCA1E EX 4 VAL 1E EOGE OF CYMEW2IE F' i EX ASPHALT CONCRETE ORME \ CONCRETE WALL WALK CONNCRETE STEPS 1 B; 274MC+ AMxW M TRACT "A" nrigba - AP - 8 4f5. (,W x At/) NORTH I1- CRAPH /C SCALE 0 20 40 1" = 40' 8' W 767:6. 7 7 1 -B; 125'B ID(Vx 14. A IC E7E MC AW° 8 W S. 137TH S EOCE OF EX ASPHALT EXPIRES 3 -15 -CC PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT COMPANY AN ALLEGRE ENTERPRISE EVERETT PHONE: 334 -501B SEATTLE PHONE: 743 -51 M AI6TA1 AEI IPRVSTATXJV e , (SEE SW C -14 b 4 STA4F4G NOTES 5 COVIRACFEP SHALL F7/R7W9Y ALL MA1ITIWALS L1TIECT MMIERMAIV AS M6'.E» 25' VAX MR ANT 'AO COVaterraaltiRC 1- 6'xr0E(AUxF7,1 1 - 6'CATE6MLIE(ANxFL) 1 - B'CAE MILIE(MVxA# CO C7fE/ELYOAM 4 1 1- 6'x 6' 1EE (14/ x FI,J r S - 6'GAIE VKIE(RxAI[fl Rave M NT AA Nl HE1'MD BMW 1 - 6' x 6' IFF BM. /1) 1 - 6' CAE MBE (R x AU) 1 - 6' RATE 2 CUNVP0375 PER /D /115 AFT. 4 1 - NK1PA1VT &MAT rya4'R/MJ Pa' ND /125 PETAL 3 - PP,/ MCKIE 64001716' f. APPM0.I 4r- LOCATIONS OF EXS7AVC U71L1714Y HAW 'BEEN 497V/VED FROV AVAKAEKE RECORDS A10 ARE SYA?MN FOC CEIVE8NtiF YEF' ' 7FE COV7RACTOY SYFALL BERESA?NSFLE fEaE NERA'ICA770N Os LOCATION .AVNV ANO fEP 613PY a< PRSSL&E 00/11 VAL U17L/FES NOT SIAM' EV AS /0 A6CYD DAA1ACE<" aP 47/S77MBAA7 TIE CONIRACTCW SHALL CONTACT 711E U/7LFFIES LAUD F1OND LOCA77 N C191/7E7P (1-509 -424- 5.5515) HEAP 7V Rag577B C'7KW. THE OMNAER aP FNS RE NPESE"NTATI6£ SYFALL BE CONTACTED F A URL/TY CONFLICT EXLS'TS 2. C E W 7 P . A C T O ° i SHALL M. clMvT EM MA' A MA2MLIM CF 45 HOURS IN ADVANCE OF ALL RECASTS AN STAA'W4 1E354Yr A4 /NS FC7/ i1C I ,S CCHTRAC1OP /S RESPGNLSYB[E FLIP COMM AT TIRE OF STAKFAC • GOiVFRAC7L"P .E F7.44NEEN' SY LP LWA1MVCS FEW APPROVAL WERE REOUTAW BY II TIE LIETAE 57 /CAIKN/ AM FOR VARFA/SON FROMI 7HE INC IEESPS DESIGN 5 CONTRACTOR SHALL INSTALL ELN/A°MENT AV ACCAPDAALE IMIF/ MANUPACTMPER& RF. 41. DA7lONS NO 025 - Or '47/EKS AND a?Y a' 71A111MA STANDARDS 7. ALL 1164SERMA/N RAE SHALL BE & CALE IRON CLASS 52' PLZSH -AV .AaWT OP AECYFAMCAL .4:7w1 CE 7Nr-L $7W (ANSI A21.4, EX7E VOR MATED MAY COAL TAR VAhW/2 /NSTALLASION 70 BE AV A t 7WAM2 M/TIF MANUFACTURERS RE021MEAVAIIWNE ALL F7777AC.S ,7/ALL BE CAST NOV AM9 .SHALL C.2WEM7M 7O APPLICABLE PORAWS Or ANN? STAAWARD A21.14 A21.11. 8152 81154 AM9 A21.SLj M1714 A MIWW4W PRESSUPE RATING OF 150 PST Ail/ AU BL C RENT -'J a ALL GAM VAL 643 10 BE IRAELLt7P. ALL HYDRANT' TO BE ML/EZLER. 9. 0`../T- MS AND L/6E TAPS /0 BE MADE BY QAV7RACTOR MD 1125 SY/PE7BW7ENDENT. ENOV ER AM' OTY O°' TUKWILA /MSJ°EC7EP //UST BE M WAFT 411 HOURS IN ADVANCE 1Q CAST Aav AIL7aSHAMCv4L Jaw SLIME GU/RAW RECYiN78 11. TAP P. MEEMES BE ML ELLE7W CAST . W ..7*' EPVTXY mom S?W aR ROMAC SST IMTH STAMENS' STEEL FLAN 12 ea f1RAC1EP A5`RESPO/KAIBLE F PER ALL EA75TAVC PIPE TYPES AND MB FEW COMM= CUMM6EC714XS CUT-AS AND L/6£ TAPS 1.I 3 1/2 FOOT MNIMLIM COM7? 0148 ALL MK41t7PIUW APES 146 0S1420PER TO PAY FOP STA78F COVAV7Y AND L'1Y /MS Er1KW FEES 15 AU AE7EMP LO00477046 717 BE CiNi DIN ED 1M7F1 M341ER DISTA/CT 1125 SUPERWThWENT 15 ALL EXCSTI1C FIRE HYDRANTS AAV MAAYS TO BE OPERAMONAL PRIOR 70 C .IIMENCEMINT CF CLWSTR C'77011 17 NO S ARE TO & ALADIE MTHOUT 61MI7EIV APPROVAL BY TIE W 1125 SUPERINTEND- ENT OP OCSIRiCT EMpAW? AAE! TIE CITY OF / 4 PUBLX MAYS MONEER. 1 AVER /0 MO 1125 QaitFAONS ATILT STAMEARDS AND 10 THE CITY OF TZSYMILA STANDARD SEPECAWA OHS MP ALL kri/A/NPVC MOMS AM DETA/LS is HR766GW 4/4' SE7PNCE L.#2 AND TAP CLN(MEC7KAYS FOR EACH E.NSISW^ IVA1ER 417E7Z 112 MA.t tAM ALLOIM46LE aPEIV RAW SHALL BE BO FEET. 21. VAX ALES SYFAU El COIEERED DURING' ALL PER/00S a PRECIP /TAI/OK 22 htZV ZV PROCTER C MPAC/SON AND MI24/UEE CS2N1R Z TEST REQUIRED AA6? CY3"ES OF 7FST /MAXIS SYAS #17ED TO TOLE DCSTRCT EM.DNEFP. ALL COMPACTION UNDER PANED AND RUMS AREAS SYFAU BE AST MA. 176f N. M / DEI4V Y MA447 D PROCTER PER ASTM D -1557. ALL 00164 AREAS R? BE 917.1 MAAAYLN/ D - ASY7Y MAD P4G1:1E4. 21 ALL MAL 6/ S FARE HYDRANTS AND SER6AEFS 1 V TIE AFTER STEP 70 BE ANALA2ED AS PART ORAL PRESRA F AND PNAR/TY TESTS ACE EXCEPT/CMS 24 TRAFFIC AW7ROL N.E4LL E AV ALL'1297MY.F pNI COY aF TI/KIMLA REA'AWEAEN,S 25 ALL APE AM? APPURTENANCES 70 B7 lES7ED TO NIT71MV 10 FEET aF ANY CON6WC1X:W paws LAtLS5 OTIERIC E' 4 PPRO6E27 BY EMIR. e1S CCAV71'7F THRUST & OEIOWC .#24 L BE MOWED AT ALL Baas TEES VALVES LIP OTTER APPMAPIEN.ANCES WERE AV7ERNAL FENCES AWAKE RE57RAWF B OCX7M; SHALL BE W AL n 44 - Mw MD 1125 STAMOAHDS 22 IFE /557N<C AM? DWM'ECSKW 11L IYAOE7P SYS7E41 MALL BE 1117NES D BY MD 025 ALL R0406127 HYDIPANIS SHALL BE 012/4154V27 T0V1E PATER DSTRkT YARD BY 7NE COW/RACTOR i!Illil illl!11Ii!i!!!IiiIIi f!i ^T"'T' ^T,,"c'-!. --T ..- t"�� -.+ -++ N � elBIBIEVIUBIPATT Ml._ ice_■ ■_• . ;i�� �a� I 11 1 I f -- — - I .;;._..P.MM. Side Elevation Rear Elevation Garage 18'5'x2 0' DUJARDIN PLAN #1843A FOSTERVIEW ESTATES OOI Storage 1 . Kitchen Dining 11'0'x10'0' 32' -O" Foyer Porch 19'6'xG0' ax comma U. Mo KARAM MMOCK7eT wow 0 �nprr�e r Family 1.5'4'x12'4' Living 12'0'x11'0° 7I . SQUARE FOOTAGE DRAWING INDEX MAIN FLOOR 835 SF Al. CODE NOTES UPPER FLOOR 854 SF A2•I FOUNDATION & BASEMENT 162 SF LOWER FLOOR PLAN TOTAL 1849 SF A2.2 MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN GARAGE 637 SF A4. UPPER FLOOR FRAMING DECK PATIO 192 SF A5. UPPER FLOOR PLAN sQUd12E FOOTAGE IS MEASURED TO TuE A6. UPPER ROOF FRAMING OUTSIDE FACE A� . O EN A7. ELEVATIONS & TO NOT INCLUDED SPACES AND LCCU1_ T A E BUILDING SECTIONS DL STANDARD DETAILS D2. STANDARD DETAILS Si. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE 6IIILi VII II 111111111111 lbl IIt 11, 1lI111 M. Bdrm. 17'0 °x13'7" Bdrm. #2 13'11'x1P0' ©oo „.• eer urww.o want K�rYe.� wkaereare Ys Main Floor Plan Upper Floor Plan RECEIVED CIT/ CFTUKWILA f ' PERMIT CENTER co c) cD L0_ CO Li_ v � * w CD ; `V SHEET COVER SHEET 99083.23 t 5� CRAWL SPACE VENTS 1. CRAWL SPACE AREA 0 SF 2. CRAWL SPACE AREA / 150. 0 SF OF VENT AREA REQUIFMD 3. TYPICAL VENT 51g . ?4•xS•x15 (15% EFFICIENCY) s 58 SF PER VENT NET FREE AREA 4. VENT AREA / 58 . _ 0 VENTS - REQUIRED. 5. 0 VENTS SHOWN (SEE PLAN FOR LOCATION) 6 0 VENTS x 58 0 5< OF VENT AREA PROVIDED. 1. VENTS 51-IALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS OF I /4' MAX a VENTS LOCATED IN RIM JOIST I'TJ5T BE PERMANENTLY BAFFLED. MEC 502141 32'-0' Office CARPET Q' -5 .. i 2' 5' -6 (0 7 Q' - I/1' ! I I_I I DECK LIE ABWE - P -16 I9' -6 1n' FOUNDATION /LOWER FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CFM MIN. - KITCHEN 100 CFPT MIN, -WHOLE HOUSE FAN 100 CFM MIN. VTOS ® WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFM MIN, VTO 1 THERMOSTAT • 50' ABOVE FLOOR fl I SYMBOLS AND LEGEND 710, SMOKE DETECTOR PER UBC WTM BAT IEFS( BACKUP INTERCONNECTED 24 HOUR TIMER TO WHOLE HOUSE FAN D MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16. SEE SHEET Al A PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM Al FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER G. STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SECTION 6085 PROVIDE PRESSURE RELIEF LINE PLISMBED TO OUTSIDE. j 32-0' ' 00eck P z.0 for To�ON NOTE: SITE SPECIFIC FUISiOATILN PLAN TO BE ECLWDED WI1H EACH LOT SPECFIC PERMIT PACKAGE (SEE SITE FLAW. FOR SITE SPEGFIC STAIR CONSTRUCTION SEE SITE PLAN 4 SHEET 04. I GENERAL FRAMING NOTES I I FOUNDATION KEYNOTES I CONCRETE STEM WALL 8' WIDE WITH MIN 15'x1' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DI V. 3 SHEET A -I CONCRETE STEM WALL 6' WIDE WITH MIN. 12'x6' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE Div. 3 SHEET A -I CONCRETE SLAB ON GRADE SHALL BE 4• TH10C STEEL TROWELED FINISH, iU/ 656 W1.4xW1.4 U.UF ON 4' GRANULAR FILL. SLOPE 2' TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE DIV. 3 SHEET A -I 656 POST ON CB66. 1 ABOVE SLAB ON 36,36,8' MAT FOOTING ON SOLID SUBSTRATE U1,4/ BAR EACH WAY. SEE DIV. 3 SHEET A -1 CRAW_ SPACE VENT SEE CALCULATION BELOW. SEE .Div 1 SHEET A -1 ALL CRIPPLE WALLS ARE 256 OR 354 • 16' o.c. UNTO. 14' MIN STUD LENGTH. PER UBC SEE. DIV. 6 SHEET A -I 4x10 BEAM LINE. MIN. I' CLEARANCE FROM CONCRETE 41 END CF 054(15 SEES :Div. 6 SHEET A -1 454'. POST (SCAB POST AND BEAM '.WITI-1 254) ON 10• FELT ON MAT FOOTING UN.O. PROVIDE 4x6' POST • BEAM SPLICE POSITIVE CON- NECTION FROM POST TO FOOTING. PER DETAIL 16/DI. SEE DIV. 6 SHEET A -I 6 MIL BLACK POLYETHYLENE. GROUND COVER ON GRADE. SEE DIV. 1 SHEET G - ELECTRI SERVICE: PROVI D (li 2 I/2 SCHEDULE 80 PvC CONDUIT FOR ELECTRICAL SERVICE AND (I) 5/8'x20' LONG- GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE DIV. IS AND VERIFY'. WI SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, HvAC, ETC.' AS REQUIRED 18'x24' CRAWL SPACE ACCESS. INSULATE AND UEATHER'STRIP. SEE DIV. 010022 SHEET A -122 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST. 24'1(24'X1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) "4 BAR EACH WAY OR IT STRIP FOOTING PER DETAIL I6/DI 30'1(30'X1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) 0 4 BAR EACH WAY OR I5' STRIP FOOTING PER DETAIL 16/DI. 36',36•X12' MAT FOOTING ON SOLID SUBSTRATE W/ (2J •4 ISAR EACH WAY STUB STEEL 12' INTO SLAB • 'roc FLOOR JOIST SEE DIV. 6 SHEET A -1 LFP - 4x8 SEAM 4. LINE, SOLID BLOCKING BETWEEN JOIST OVERSUPPORT. SEE DIVISION 06100 SHEET A -I FP-1 ) FP - 3i FP -4 FP -5 (_ PP-6 l ( FP -9 FP -Im) I FP - 11 l FP -12 l l UP -IS ) FP -14 ) FP -15 FP -I6 l [FP-111 FP -18 �P -20 PROVIDE SOLID BLOCKING- THRU JOIST 9TSTEM TO PROVIDE 5.511E AREA OF BEAM SUPPORT 45 ABOVE AND BELOW SEE DIV. 6 SHEET A -I ( FP -21 1 MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS L FP-22 EXTEND PIER MIN I8'. BELOW SURROUNDING GRADE LFP -23 3 DIAMETER STEEL POST FP -24) SYMBOLS & LEGEND p POINT LOAD FROM ABOVE L SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL. NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. A. TRUSS DESIGN BY MANIF. TRUSS PLAN 5HO IN IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -I - TRUSS LOADING SEE DIV. 010001.4 SHEET A -1 - TRUSS SPAN PER FLOOR PLANS - TRU55 TYPE PER ROOF FRAMING- PLAN 5. ROOF FRAMING SPACING, 24• oc. UN.O. 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 254. VERIFY. 8. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9. ALL HEADERS ARE 4510 DF UNO. PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UNO. SEE DIV. 06100 SHEET A -I EDGE OF CONCRETE POINT LOAD FROM ABOVE W/ LOADING ®_ POINT LOAD TR4NSFERING DOWN. Q POINT LOAD TRANSFERING DOWN W/ LOADING POINT LOAD TRANSFERED BY KICKER S HOLD DOWN WITH SIZE DESIGNATION 1 /. VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM NUMBER CALCULATION WITH IND EXTENT OF SHEAR WALL TYPE OF SHEAR. WALL WALL ABOVE +" .`...:.,• WALL BELOW NOTE. UNLESS OTHER11155 NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. RECEIVED CITY OF TUKWILA PERMIT CENTER SHEET 9908323 OO15i MAIN FLOOR FRAMING PLAN Scel• 1/4'•1' -0' F - 8 ALL FLOOR JOIST ARE II 1/8 TJI 150's a 19 oc. SEE DIV. 06100 I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES F -i F -2 F -3 F -4 UPSET BOTTOM OF BEAM EVEN BOTTOM OF 1. r_ JOIST A ND TOP � BEAM E S UP A JOISTS '.. TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION'S SEE Div. 01002 SHEET A -I -6 1 F -1 I, SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS UST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL, 4. TRUSS DESIGN BY MANUF. TRUSS PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -1 - TR.S LOADING SEE DIV. 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' o.c. UN.O. 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4. VERIFY. 8. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. E ALL HEADERS ARE 4x10 OF 2 UN.O. PROVIDE (I) TRIMMER STUD UP TO a' -0' SPAN AND 12) TRIMMER STUDS OVER A' -0' LINO. SEE DIV. 06100 SHEET d -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAD DUCTING. SEE DIV15 SHEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPOPTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL 1 ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL r FLOOR JOIST - SEE SCHEDULE DWG. l r - � SEE. DI V. 06100 SHEET d -I r PL ATEHEIG ELEVAT IONS AND SECTIONS FOR ( F -I0 FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM l F= 11 OF J015T5 I � 1 TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM :J EXTENDS DOWN BELOW JOISTS F - 13 C F -14 2x6 OVERFRAMING • 24' DC L tisi 2X6 CEILING JOISTS • 24' 00 o, N SYMBOLS & LEGEND PRESSURE BLOCKING SEE DIV. 06100 SHEET A -I TOP 6 BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS POINT LOAD FROM ABOVE N' POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN �Q POINT LOAD TRANSFERING DOWN W/ LOADING '�� HANGER POINT LOAD TRANSFERED BY KICKER /P fe HOLD. DO. WITH SIZE DESIGNATION 1 1 :VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW STxx HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICE BEAM CALCULATION' WITH INDEXE S NUMBER ® EXTENT OF SHEAR WALL TYPE OF SHEAR WALL. WALL ABOVE T' J WALL BELOW' NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. co Co Co ', co co N c " ' 0 LL �* w CO N in , CITY OF TUKWILA '1252 PERMIT CENTER R' -3 I12' I> 13' -T 1/2' 8-3 12 ' 4' -0' 4 , 6' -I i2' / l 6 ' I Patio GONG III ( p 9 ( 0. / � SOX Our FOR 13-913413-9134T1 -T( P -19 ( / '. 50610 SGt, 7050 ICE Pw --. ON 48 HALF WALL .. ... .. ` I — Nook viNYL Kitchen VINYL 1 (P J Family CARPET �M WALL .,-2x6 AIR TO BOTTQI OF STAIR 6,6 POST � �( - P -15 ((( ( I I I P ET ' ; REfER ' DE. ' I 17, { .. � 1� '. �0 ''. - P IT 1 _ • illh HALF WALL UP I4R 111111111 „ ■■,E0 '.-' Ivry 2' -3 IR;,fI' 3' -0' Dining CARPET;.I-110 3 , ' 3' -9' ' I' �Z ' 2 241 T 1'-12' 3' II' Living CARPE - - 12' -II' ( P -12 -�. 3 15. ,. / OPT. WALL 4 PROF 2 _ _ DOORS d OPT. DEN P-12 (\, .6 050' 1056 6' -5 I/2' 6 -II 114' ( P -4 ) 4' -10 V4' )0' .. _ _ / ..... 6'4' ,,,,_ Covered DN Landing Porch WOOD 1 rim i -- DOUN TO GRADE II 1 4 ® - a (P -16) Ii. -3' II' -9' ,,P' ` A .t' .T.".+Pi L 32' -0. GLAZING CALCULATION A 1/2' TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL OF GLAZING 1843 SF 22033 SF 11.8 S SF. IS CALCULATED USING THE REQUIREMENTS SET FORTH M THE WASHMGTIOl1 STATE ENERGY CODE. REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY OF PERFORMANCE COMPLIANCE 32'-0' SYMBOLS AND LEGEND Q FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CR1 MIN. - KITCHEN 100 CFM MIN. -WHOLE HOUSE FAN 100 CR-I MIN. VTOS ® WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER -100 CFM MIN:, VTO Q THERMOSTAT • 50' ABOVE FLOOR !10v SMOKE DETECTOR PER UBC WITH BAI IRRT BACKUP INTERCONNECTED 7 24 HOUR TIMER TO UIHOLE HOUSE FAN MAIN FLOOR PLAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET AI A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SECTION 6085 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. 2' - 0' � C1 ( P -4 0 ` 4 I/2' GENERAL PLAN NOTES I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAILITY INFORMATION SEE DIV. IT SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV. 8 SHEET A -I 4. SEE TYPICAL MATERIALS LOT ON SECTION SWEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. FLOOR PLAN KEY NOTES I ( P - , OCCUPANCY SEPARATION: APPLY (II LATER 5/8' TYPE 'X' GISC. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE DIV. 010025 SHEET A -I ( P-2 1 13/8' Mlhl BOLID CORE DOOR W:TH BELT CLOSER TO BE TIGHT FITTING BEE DIV. 01002.5 5HEE7 G -1 ( P -3 1 ( P -5 P --U 1 P -8 ( P - Im ] ( P -11 ( P -12 ( P - I3 ( - I4 � FIREPLACE ASSEMBLY NOTES: A DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUINtFIENTS. SEE DI, 010020 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL ' CONFORM TO UBC REQUIREMENTS: SEE DIV 010020 SHEET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DIV. 01002.5 AND 9 SHEET A -I D. 5/8' TYPE 'X' GLOB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. C P - 16 SEE HED SITE PLAN F EXTENT OF WALKS r P -17 3' DIAMETER STEEL POST ( P -15 ( P 4 AFETI' GLAZING PER UBC, SECiri 24 A WINDOWS WITHIN 18' OF FLOOR ry P -18 J (P -19 ( P - P -2I ( P - ( P - 23 STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 A. HEADROOM MIN. 6' -8', WIDTH MIN. 3' -0'. B. TREADS 10° MIN DEPTH, RISERS 8' MAX. HT. C. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL I I/2' MIN. TO 2' MAX CROSS SECTION DIMENSION AND I I/1' MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALLS) E. COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'X' G.W.B. (2) LAYERS • CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED U1/ LESS THAN 4' BETWEEN BALUSTERS SEE DIV. 010026 SHEET A -I. B WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIV. 08500 SHEET A -I EGRESS. WINDOW PER UBC; SECTION 3104 SEE DIY 05600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE 15' MIN, ABOVE TOP OF SLAB. SEE DIV. 15 SHEET A -I COYER WALLS ADJACENT TO NIBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIV. 09250 SHEET A -I (2) LAYERS OF. FLOOR SHEATHING OVER FRAMING. 8 MAX.'RISER WITH 10' MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER SEC, SECTION 1006 SHEET A -I 18 x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE Div. 010023 SHEET A -I 22'x30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW 36• GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. 'B' VENT FOR MECHANICAL. I CLEARANCE ALL SIDES PER UBC SEE DIV. 15 SHEET A -I PLANT SHELF. UPPER AND LOWER LINEN CABINETS SOFFIT. AREA INTEGRATED MAKE UP AIR SQUARE FOOTAGE MAIN FLOOR 835 SF UPPER FLOOR 854 SF BASEMENT 162 SF TOTAL 1849 SF GARAGE 637 SF DECK / PATIO 192 SF SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. JOB z 1:4 b TITLE SHEET A3 CRY OFTUKWILA :.Y 22 520W PERMIT CENTER Plocfr 152 UPPER FLOOR /LOWER ROOF FRAMMING PLAN F -8 ALL FLOOR JOIST ARE II 1/8' TJI 150'$ ®, 192 ot. SEE :DIV_ 06100 I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES I F� F I BACK FRAMING AND SOFFIT AREA A5 REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIV.15 SHEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPOR ING UPPER ROOF FRAMING MEMBERS. F -2 F -3 ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS r TOP, OF BEAM IS FLUSH WITH BOTT� OF I 6 , JOIST WITH NO TOP PLATE.: CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT., ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET 4 -1 FLOOR JOIST -: SEE SCHEDULE DWG. SEE DIV. 06100 SLEET A -1 SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIV. 06100 SHEET A -I FLUSH BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF .BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOLLN. BELOW JOISTS L F:14 , 2x6 OVERFRAMING 24' OC L F -15 ) 255 CEILING JOISTS • 24' OC F -4 F -5 F -1 F -S F -F F -I0 F -II j F -12 F -I3 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4_ TRUES DESIGN BY MANIF. TRUSS PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE DIV. 5100 SLEET A -I - TRUSS LOADING SEE DIV. 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUES TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING- SPACING, 24' CC. UN.O. 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4. VERIFY. S. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. S. ALL HEADERS ARE 4x10 OF R UNO. PROVIDE (I1 TRIMMER STUD UP TO 4' -0' SPAN AND (2J TRIMMER STUDS OVER 4' -0' LIND. SEE DIV. 06100 SHEET A -I SYMBOLS & LEGEND %%. POINT LOAD FROM ABOVE W/ LOADING POINT LOAD FROM ABOVE POINT LOAD TRANSFERING DOWN Q�P POINT LOAD TR4NSFERING DOUN W/ LOADING ■/ ZQ HANGER POINT LOAD TRANSFERED SY KICKER 5V HOLD DOUR WITH SIZE DESIGNATION Gti VERTICAL STRAP WITH 517.E DESIGNATION 1C TO BE USED ON FLOOR BELOW STXx _ HORIZONTAL STRAP WITI4.SIZE DESIGNATION INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT':. OF SHEAR WALL TYPE OF SHEAR WALL 1 _. WALL ABOVE E '� WALL BELOW NOTE UNLESS OTHERWISE NOTED. ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN. THESE DRAWINGS IC Co CO vJ CO O N CO w U_ C.3 �. * � : • L Co co Cb Q Q SHEET 9908323 CITY OF1UKWILA €.252.1 PERMIT CENTEIR 1 ' S' -, S' -4' 4 -, 5' -7' 10-II 3' -II 1/!' l 1/2 X !' -1 •• 3' -11 U2• 5' -5 ii2' 5' -5 1/2' 2040 2B WALL FOR S -VENT 1 P -9 1 ' ( ❑ Vf06 V TOS ,. Bdrm #3 GARRET _ / c , �•.�.iJ. CARPET I . ' a . n ' ' B ath vHsr, —cup CORER l' Bath H M. T-3 V2 2650 _ - CARPET ' __ _,- ® J' ia ( P-12 , � . — 5D1 6@B ?. ' (2@ 4 y R. p al 28 "I . ®. 11111 � SD M. Bdrm. CARPET SD S,,_. SD o 8' -9' 10' -0' ,' -6• Sitting CADET [ P -5 ) El Bdrm #2 CARPET 1 5040 5040 r 1 LJ ROOF LINE - 4' -1 IR':' OW -4 12' s 5040 r - 7 LJ l 3' r� LJ l' 3' 4 _ �... n' - 6' 14._6. 32' -0' SYMBOLS AND LEGEND 1] FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 OFM MIN. - KITCHEN 100 CAM MIN. -WHOLE HOUSE FAN 100 CFM MIN vT05 WHOLE I -i0USE EXHAUST FAN coNN007ED A 24 HOUR TIMER - 100 CFM MIN', V'T0 THERMOSTAT o 50' ABOVE FLOOR 0 iov 910KE DETECTOR PER UBC tun. BATTER, BACKUP INTERCONNECTED 0T 24 HOUR TIMER 70 IW.OLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER Div. 15,16 SEE SHEET Al FURN A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FUR/ACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM. PER UP, SECTION 6085 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. 32 UPPER FLOOR PLAN Scab I/4 8 I GENERAL PLAN NOTES RECENED CITY OF TUKWILA SHEET I FLOOR PLAN KEY NOTES OCCUPANCY SEPARATION-, APPLY (I) LAYER 5/8' TYPE 'X' C-W5. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE Div. 010025 SHEET A -1 ( P-2 1 3/8' MIN. SOLID CORE DOOR WITH SELF CLOSER. BE TIGHT FITTING SEE Div. 010025 SHEET A -I ( P -1 J ( P - 3 A. HEADROOM MIN. 6' -8', WIDTH MIN. 3' -0'. B. TREADS 10' MIN. DEPTH, RISERS a' MAX. HT. C. HANDRAIL MIN. 34 TO MAX 38' ABOVE TREAD 305154G. HANDRAIL I I/2• MIN. TO 2' MAX. GROSS SECTION DIMENSION AND I IR' MIN. CLEAR FROM WALL. RETURN RAIL ENDS. D. INSTALL FIRE BLOCK. AT STRINGERS TOP AND BOTTOM AND ADJACENT WALLCS). E. COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'X' GINS. (2) LAYERS CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE Div. 01002.8 SHEET 4-1. 'SAFETT GLAZING PER UBC, SECTION 2406 (.. P -4 J A. WINDOWS WITHIN 18'. OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN. 5''' OF TOP OR BOTTOM OF STAIRS SEE Dlv. 08800 SHEET A -1 ( !: EGRESS iiiWINDOW PER USG SECTION 310.4 SEE DI V. 08600�5HEET A -1 ( P -6 ( P -7 ( P -8 ( -S 1 c 10 1 18'x24 CRAWL SPADE ACCESS. INSULATE AND f UEATHER STRP 8EE DIV. 010021 SHEET A -1 ( P -II j ( P - I3 ( P_14 ] WALL LINE BELOW LP 151 FIREPLAC ASSEMBLY NOTES: A. DIRE VENT FIREPLACES, INSTALL ( P -2 0 P -21 P -22 ) P -23 1 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAILITY INFORMATION SEE Div. Il SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE Dtv 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. STAIR ASSEMBLY NOTES: PER USG SECTION 1003 IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE 18' MIN, ABOVE TOP OF SLAB. SEE Div. I5 SHEET A -I COVER WALLS ADJACENT TO T255 AND SHOWERS WITH NON ABSORBENT MATERIAL TO T0' ABOVE DRAIN INLETS. SEE DIV. 09250 SHEET A -1 (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8. MAX. RISER WITH IN MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I 22 x30 ATTIC SPACE ACCESS Wi 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 010021 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV 01002 SHEET A I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS SEE DIV . 01002.9 SHEET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DIV- 01092.9 AND 9 SHEET A -1 D. 5/8' TYPE 'X' GWB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. B vENTFOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE Div. 15 SHEET A -1 PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 4 CO a W LL C-^ W O W geg < E.,y M _ !�h z fic Po O U 0 Z Q O H ROOF VENT CALCULATION BASED ON S 2 -VT HOLES P61 VEN' BLOC( ROOF VENT CALLS BASED ON MC SECTION 15053 TOTAL ROOF AREA 654 5F/300 •285 SF OF VENT AREA REQ 50 % AT EAVE • 142 SF REQUIRED 50 % e 36• (MIN) ABOVE EAVE • 142 SF REQUIRED 5 ROOF JACK AT 50 SQ. IN. EACH•2506 SQ IN.• 174 SF 48 LF. OF. EAVE VENTS AT 52 SQ. INJLF• 249.6 SQ. IN..173 SF. 1_ GABLE END VENTS AT 130IA x • 24 50, IN.•.17 SF' END VENTS AT SQ IN.•0 SF _GABLE 2 GABLE END VENTS AT 24 DIA. • 58 SQ. IN.•51 SF TOTAL VENTS PROVIDED ROOF JACKS • 174 SF SAVE VENTS • 173 SF GABLE END VENTS • , 5F TOTAL 5F OF VENTS PROVIDED • 444 5F • AREA MAY. BE 1/300 IF A VAPOR RETARDER 15 INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION. UBC 50532 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO 1/4• MESH FRAMING PLAN I GENERAL FRAMING NOTES I I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANIS. TRU55 PLAN 5HOUN IS FOR GENERAL LAYOUT ONLY SEE Div. 6100 544555 A -I - TRUSS LOADING SEE Div. 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' a.c. UN.O. 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2•4. VERIFY. S. ROOF TAIL AND RAKE OVERHANG FEN ROOF PLAN. 9, ALL HEADERS ARE 4x10 DF R UN.O. PROVIDE 0/ TRIMMER STUD UP TO 4' -0• SPAN AND l2) TRIMMER STUDS OVER d' -0' UNO. SEE Dlv. 06100 SHEET A -1 I FRAMING PLAN KEYNOTES I r F _ I BACK FRAMING AND SOFFIT AREADAS l I 50051550 TO ALLOW FOR HVAC DUCTING. SEE DIV.15 SWEET A -1 RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ( F -3 1 ALIGN EDGE OF JOIST WITH FACE OF WALL t F_4 FACE OF ALIGN INSWALL IDE FACE OF 0EAM WITH OUTSIDE F -2 UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP 4B005 JOISTS '. f TOP OF BEAM 15 FLUSH'. WITH BOTTOM OF ` -6 JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET A -I ( F -5 [ F -1 F "g � FLOOR JOIST.- SEE rr UL DWG. WET! 06100 SHEEt A -I F -9 5 -10 F -11 J F -12 [ F -13 F - 14, 'r -15 2X6 CEILING JOI555 a 24 OC SYMBOLS & LEGEND 0 t. POINT LOAD FROM ABOVE CITY OFTUKWILA 2 5 22,.zi PERMIT CENTER SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE Div. 06100 SHEET A -1 FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH WI TOP OF. JOIST AND BEAM EXTENDS DOW BELOW JOISTS TOP OF BEAM 5• BELOW TOP OF JOIST TO ALLOW FOR HvAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 256 OVERFRAMING a 24 OC POINT LOAD FROM ABOVE W/ LOADING PONT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOL. WI LOADING #),),/s HANGER POINT LOAD TRANSFERED BY KICKER S_-_ HOLD DOUN WITH SIZE DESIGNATION yeVV VERTICAL TO BE USED ON FL OR BE DESIGNATION STxx _ HORIZONTAL STRAP W15H SIZE DESIGNATION O INDICATES BEAM' CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL .L WALL ABOVE ""i WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS 02 CT) 39 ;T OO co *41.i s LL v, � F V� ▪ . 13 Lc) Cn LO D N A` m 4 SIDE ELEVATION [2 r 1:12 11111 II TOP PLATE UN. 14DR. HGT. UPPER FLOOR `g TOP PLATE WN. HDR I4GT. MAN FLOOR REAR ELEVATION 12 6 r SIDE ELEVATION r 24' DIA_ GABLE END VENT TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. 7) SHINGLES (DIV. 010003) BUILDING PAPER: (DIV. 7) 300 SUILDING PAPER SHEATHING: (DIV. 6) 71W OSB OR EQUAL FRAMING: (DIV. 6) PER PLAN INSULATION: (DIV. 7) R.30 BLOWN-IN SOFFIT: (DIV. 7) 1/2 RESAWN PLYWOOD OWE: (DP/. 9) sfir OWB WINDOW: HEAD: 2x4 (WITH NO BRICK MOLD) JAMB: 2x4 SILL: 2.5 CORNER BOARDS: INSIDE: U2 OUTSIDE: 2x4,2x3 FASCIA: 2x8 UNO EXTERIOR WALL CONSTRUCTION SIDING mAyslut, taw. 7) WOOD SIDING (DIV. 01003) BUILDING WRAP (DIV. 7) 150 BUILDING PAPER SHEATHING: (DIV. 6) • 7116 OSB OR EQUAL FRAMING: (DIV. 6) 2 x 4 STUDS AT 16• OC INSULATION: (DIV. 7) R-13 BATT WI INTEGRAL VAPOR BARRIER OWB: (DIV. 9) 1/2 OWE FLOOR CONSTRUCTION SUBFLOOR: (DIV. 6) FLOORING :r 9) FRAMING: IV. 6) PER PLANS 3/4 TAG (PLYV/D, COMPLY, OR EQ.) FINISH PER PLANS (DIV. 01003) INSULATION: (DIV. 7) R.19 BAIT SOFFTT: (DIV. 7) ur RE-SAWN PLYWOOD TRIM:(DIV. 6) -.71, dr I I ,[_,J; 1 . 114 1 .L1 L4:14 rj 4:21 I Ll_Lity LL _A .1. 1 ! _I 1 1.11 ' 11 ° tr2=r If_fr 1 L I J j I I ,11 j d ti,l UPPER FLOOR I II ' I L L I I I I I II [ III I I t I4DR. NW. b4 OVER b. TRIM LW SHUTTER MDO PLIWOCID I/2x2 CORNER...1D STOOL BOARD 1 Vth 2x4 TR/M 240 TEll 2x8 TRIM 2x4 Pt PICKET wn - FA PI. TRH EACA All%/111k N. VO NZIF 117111 I _t LJU1 FRONT BOOR JOISTS PER PLAN Ra SEE SITE PLAN FOR SITE SPECIFIC FOUNDATION INFORMATION 1 I BEAM PER PLAN ' I A Garage BUILDING SECTION A • EV GABLE El. VENT NV BATTS OVER ROW, SAM PLYWOOD • II' IV 23 STOOLBOARD N.3 TRIM OVER 1x10 TEM ut NI DENTALS • 24 or.. TOP PLATE UN. FOR I4GT. SAUTER MAIN FLOOR TOR PLATE N3 BATTS OVER ROUGH SAN PLYWOOD • N 0. rrP. (3) PLACES GARAGE FLOOR ELEVATION S EXPOSED HORZ SIDNG E Aft mark tour /Eh IQ" 0 1 Gro/i Bdrm. #2 Foyer (DIN r. BEYOND, TRUSSES PER PLAN Hall FLOOR JOISTS FEE PLAN Bath Kitchen (BEYOND) D2 WEE NGT MAIN FLOOR TOP OF PLATE GARAGE FLOOR TOP CP PLATE UPPER FLOOR „ TOP OF PLATE_, WIN. NOR. I4GT. RECEIVED CITY OF TUKWILA 2 5 PERMIT CENTER Co 9 FNSI GRADE • In. CLEAR m II ° FOU` DATIO D Al 1$ 3/4=T-0' L 2X4 TOP PLATE GARAGE DOCK TOR (TEE RIFE. PLAN FOR Siff) NAL SEATING TO NCR W Ed PALS • S 04.• SR WALL LOC. UNO, ONSNR WALL SOED. 2.2.4 STUDS-NAIL SEATING W Ed NALB • Y OO. TO EACH SW UNO. Of SLR FALL SOED. NAL Ed NALB • 3' OLG • ALL PUS. I.C. IRS I STUDS 5NO. CN SR WALL SPED. 2 2.4 dT ANY SHEATHNG JOINT ,Ab 0.9.6. SHEATHING (MN.) SSW STRAP SE ANONDR (NAL To WARD FOWL EIDD UP AFTER CONCRETE CARES/ ICE 36•W(DO I/S NAILS EACH UNO, 2.2X4 PLATES, NAL SIT.. TO EA RATE (2) 9/8' 6 AEL MIT T ENE EOL VD 550. CN SLR 551 SOED. CONTINUOUS FOOTE. TGHFTLEE STEPPED FOUNDATION DETAIL N.TB LIE OF EXCAVATION 17 APA LATERAL RESTRAINT. PANEL 17000. 00100 -12 L 5635x1°' 46. W 210'X3/16' SO. STEEL PLATE FLAMERS • 4' -0' 0.1525 3 SHEET A -U EXCEPT AS NOTED CH SEAWALL WALL SCHEME T' ML ET MO. (21 L BAR • TOP M vERT. ISAR • C a. FULL (DN 3 BEET A -U M VERT. J•BAR • 6' a /DIV. 3 SEET A -U DAMP PROOFS. ( DV.. 1 SIT Al) Al FIORE BAR •p' r•6' OrEIRLAP PIN) (Div.3 SEET A-U 4' FE DRAIN %FLTER N 2P GRAVEL BED. (DIV. 2 SEET A -U (41 44 BAR CO7T. (DIv.3 SEET A -U SOLD SUBSTRATE A CONC. SLAB OVER 4' ROOK 0,ER VAPOR swam 11111_;lllli= 1113 -III T IIII_. i i inm_ rI --n ADO 50 = 111111 = 111111,= lillll� 111111 = 111111: ADD BAR5 TO MATCH REFFORC'ANG PER FLANS 16 TTP. FLOOR FRAMED FER FLAN (DIV.6 SHEET A -1) . TYP. EXTERIOR BALL C TNEIR1GTION FER PLAN NW 6 S A•5 LOCATE SHEATHE. JONI • COITIONI'FTIER • RFT BOARD C JOIE • CRIPPLE WALL PER PLAN SEE FONDATION DETAIL(8) CRIPPLE WALL o FOUNDATION FOUNDATION DETAIL 3/4"4 oetoo oo -06_Ta + Tv,, FLOG¢ P501I s PER FLAN (Div.6 SEES A -U TYP. EXTERIOR WILL CONSTRICTCN PER PLAN (DN. 6 SLEET A -It RIM BOARD CRIPPLE BALL, FER PLAN, WITH A ML STUD LENGTH OF H' PER LEG SEC. 2320114 (DM 6 sleet A•U SEE FOUNDATION DETAIL(3) STP. EXTEROR FALL CONSTRUCTION PER FLAN (DN. b SEET A -U TSP FLOOR FRA'NG PER RAN (DN. b SEE7 A -Il SOLD BLCO NG OvER SUPPORTS LOCATE SWATHING JOINT • tEJMER Rim BOAR k3 r CONT. SOFRT VENT N' RESAN PLYWOOD • SOFFIT TREATED MID SILL SEE FOBDATION DETALS !I- illlll= 11!1!1= 1NA __ .. _ 11 111111 =1P IIIIII°lllll • . 1!1111= 111111 :1= 111111.1 1 1111 , AN 0330040000-24 + °CRIPPLE WALL ®FOUNDATION C )FO _ UNDATION DETAIL 14 3 /4•=f -O O$1OO- o83OO47 Ta CANTILEVER FRM'G AT FOUNDATION ° FURRING DETAIL 3/4'=1 -0' 011100-08300-0221A 3/4=T-0" a l D211 41111 3 I!Y 11 1111 = 111111= TTP. EXTERIOR TFALL COOMEWW4 PER FLANS (DIV 6 SEET A -U 4' COIL OVER A ROCK OVER VAPOR BARRE R R 10 RIGID NE 14505 2X10 TREATED PLATE OFFSET 3N' SEE FOUNDATION DETALS ohs TYPICAL EXTERIOR FALL CONSTRCIYN PER PLAN (DN. SEET A-5 r AR SPACE 6' BULDNG PAFER ROCKED DD meow vOEER TE TO FRARA' Ev. 2 5a FT. (DIV 4 5RF•I Al) MABOXT VENEER 03S00a000048 COLT. FLAWED UYEEP IDLES • 4' -0 SEATED HD SLL (DN. b SEET A -U SEE FOSCATIRN DETALS RET BOAR MIRING WALL r AF SPACE SEE FOUCATIGN DETALS 6' Mt vERFY M GRADE 0211Ci5 NOTE TITS OMR CAN NOT BE USED AT SEAR BELLS 04050.OREO.02_T./ I R FLOOR FRAM. PER AN (DN M.6 SHEET A -U TYP EXOERCR WAIL 5055555505 PER PLAN (DIY.6 SEET A -U LOCATE SEAS.. JOLT BLpSQ. CR JOIST • WALL VAPOR BARRIER DAP PROC.. (DN.I Sir A ) SEE FORDATKH DETALS Oe100. 08300 -21._TJ T + EXTERIOR WALL CO49TRIC150 FER FLAN (DN 6 MEET A -U 4' CONC. SLAB OVER 4' GRAVEL BED (Div. 3 MEET A -U TREATED MD SLL (DN 6 MEET A -U HANGER O S L AB ' ® STEM WALL ? ., =r� FOUNDATION /FRAMING CONNECTION °FOUNDATION DETAIL 03300 -05500 + 3/4•=f - ExT. DOOR AND FRAME (Div.8 SLEET A -U DOOR TIFESHOL.D ERASING AS MOD. (Div. 7 SHEET A -I) NERVESTRAL FLAME. 4• C.C. SLAB OvER 4' GRAVEL BED (DMA SEET A•1) 2x5 TREATED TRESOLD TRI'I RIM JOIST TREATED MD SLL (DM 6 SEET A•1/ EL vERT. RE -BAR FRO1 STEM CULL STUBBED MO SLAB TYP. FLOOR PRATING PER PLAN. 15156 BEET A -U 0 A EXT. DOOR THRESHOLD DETAIL 3/44 0e100-03300- 04_2,3 FILL %DM TREATED rFD SLL HANGER PER MFG 1TP. FLOOR FRAM. PER RAN (DN.6 SEET A•1) EXT. DOOR AND FRAME (Dlv. 8 SEES A -U DOOR THRESHOLD FLAMING AS ROD (Dv T MEET A•1) NEFNESTRAL FLAMING 4' CONC. SLAB OvER A' GRAVEL BED (Div. 4SLEET A -11 TREATED 110 SLL (Div. 6 SEET A -I/ r AIRSPACE TYP. vERT. RE-BAR FROM STEM WALL STIEBED MO SLAB POST AND BEAM PER FLAN EXT. DOOR THRESHOLD DETAIL 3/44 0et30-03800-0e Td + ITT. FLOOR FRAFNG PER PLAN (Div.6 MEET A•11 TYP. EXTERIOR WALL CONSTRICTION PER PLAN (Div. b SHEET A -U TREATED MD SLL J SEE FOSDATIDN DETALS PORT AND BEAM PER PLAN i!1'•xi0• AB. W 2°0'X3/16' SRI. _ STEEL PLATE WADERS • 4' •0 - 1 GRADE J _ t I O A. L NO ED R i�9N�En/9WL EXCEPT N- 'OF DG4.L W W OO . U _ 2 � � ¢ u vERT. J -FSAR • 5_ lU W m U ~ U �d O 'OF FTYi 1, • ��., H 0 •� ■ . - a °dam _. m A W�8~ W CANTILEVERED RETAINING WALL j SCI•EDULE IM EMBED. 3/4• =f 03300 00000 - 22 DOES NOT SLIDE IN THIS � Z P FOOTS. SPANS OM ALLY. '= � !H ri OF SLAB � W ZWCD ° A,/1 Ow m u VERT. BAR•U'a.RLL Z U�m � FEIGNTOF BULL fDN. 3 SHEET 4 -U NFOffc FOOTNG CONDITION. TOP FOUNDATION DETAIL FRAMING PARALLEL TO STEM WALL RIM BOAR TREATED FED SILL SEE FOMAT. DETAIL(5) 2 FRAMING PERPENDICULAR TO STEM WALL 08300..00000419 IEKd±F OF WALL. (DIV. 3 9LEE7 A•U DAMP PROCNG (DN. T SIT Al, 4 HORZ. BAR • WD' hb' OvcRr- .NI (Div. 3 SEET A -U TGUTLINE 4' FERE. MG. DRAM WELTER N 24' GRAVEL BED. 1Div.2 SEET A -I) (41 u BAR CCHT. (Div. 3 SEET A -U SOLID %E IRATE 5ASYx10' AB. W TX2'x3A6' 5a. STEEL PLATE BUSTERS • 4' -0' OC. (Div. 3 SEES A -I) EXCEPT AS NOTED ON SEARUALL SDDEDILE Y MN EMBED. SVERT.J-BAR•S'a (DIV. 3 BEET A -U 4 14CiR2. BAR • 10,c (Div. 3 SEET A -U V OAR •5'a 1.7'6' (Div. 3 SHEET A -U 154115E DAMP FROOFNG ( Div T S(T AU 2' CLEAR (41 u BAR.COJT. (Div. 3 SEET A -U SOLID 503S1RATE 4° FEE. FT'0 DRAIN WALTER N 24 GRAVEL BED. (DIV2 SLEET A -U TTP. FLOOR FRAYING FER RAd (Div.6 SEES A -U 03900. 00000 - 26 TI-P. EXTERIOR WALL CONSTRUCTION. PER PLAN (DN. 6 SEET A -I) LOCATE. SHEATHNG JOIST • COMMON PEMEER TIP. EXTERIOR WALL CONSTRUCTION PER RAJ (DN. SEET A•TI LOCATE SEATING JONI • 005101 (EMBER SOLD 810015. • REi JOIST • EXT. FALL PONT LOAD BEAR'.(f MR PLAN TREATED PAC SLL RECEIVED CITY OF TUIWILA SEE FOWCATION DETAL(S!) .. TSP. FLOOR F SLE E T RATB. FER ... A -I/ PERMIT CENTER FRAMING /FOUNDATION CONNECTION A FFRAAMING /FOUNDATION DETAIL T 3/4sf -O• 00170-03$00-08._%11 0 TITLE JOB NC.I SHEET s.1/7 CC (MLR W8T 8'R11- . Nc/T TO £XC P emu, ELOGKMS OYER , 811pPOF2i'8% s S✓4 x 4 TK GDR DCKE ATTACH LEDGER W/ `2 ROWS OF /A' LAG SOLTS•AT 16' AA TTP: TJI. FLOOR : FRAMING PER PLAN .fx parr WALL 4x SEAM (SIZE TO REDUCE C ION OR iLi POSTS EXCEED 4' K LENGTH WAS W/ 2X4 EA SIDE 2x O' C#AMR DEPSI • THAN JOISTS FINISH LANDSCAPE GRADE TOP OF PIER FLUSH WITH FIN SUB GRADE (3 BELOW FINISH LANDSCAPING) .—Q' MN ON SOLID WI51STRATE BELOW GRADE L O af � TYP: DECK CROSS SECTION L O FRAME OVER WALL DETAIL 13 3 /o . T T.l iI4I/1111TE IAN Tt ft: v t__ MALL Ewe BEYQID GEL RT,SACK AS maws) SBE " FLAN seE PUN FOR TTP. SEES I F amnia* 3/4 PLYWOOD RISER I W' HARDSO4/40 TFEAO II14 EASED NOSING 3 2x. 81RIreee TYP. mo. omen STIRI ee nee 2`- 2x4 81ROki SACK LW. N4R LHLUSUSEES PCULL, TO SAL SAW SAY rIPE Tl GIIN. AS FEMME, Sff NOTES es.ctu .. RCM 6' ABOVE SATE. MIL. OR O' A805E BLOW MSUL (MR ROOF CO STAICTION TYR ourrER . FASCIA FLLELEVATION SHEAR WALL SHEAR WALL L @PERPENDICULAR TO FLOOR JOISTS n PERPENDICULAR TO FLOOR JOISTS 3/4=1 -0r l7o7o-oB17o-4e 3/44-0' 17070-06170477 015Z ER SIEARIALL SOEDWE BOTTal PLATE NAL PER 54EAMALL SOMME PREEL EDGE 4 FELD WALING PER SOED LE TA BLOC..'a TTP. TA FLOOR CONSTRICT104 TTP. WALL CO STR ICT. WIN W.E.L. SEATING PERS sayE BOR. PLATE NAILER FER `}EARIMLL SCIEDILE PANEL EDGE a VELD NAILER FER SCIEDLLE TA FLOOR JOISTS PER RANI ALIGN TA FLOOR JOIST W WILL TOP PLATE NAILING PER ^FEA.�L SC EDLLE TYP. TA ROCK CONEAF CTKN TTP. WALL CONSTRICT. MI WALL SIEATTaG PER SOMALE SHEAR WALL 10 PARALLEL TO FLOOR JOISTS NAL FLOOR SEATER TNS AREA UTN IP1 d EDGES 10 FELD BLOCK ALL EDGES 10d •6'oc PLYWOD TO BLOCKING BOTTOM PLATE KALIG PER SMEAR I LL SOEDILE Pd1EL EDGE 1W HAILING PER SOMME TA CLOCKER BLOOD ALL EDGES PANEL EDGE + FELD NALP FER SCTEDLLE TOP PLATE NAILER FER A,,LAsu. SOEDILE TTP. WALL CCRSTR CTiLN i WALL SEATING G PER SOECAe E SHEAR WALL PERPENDICULAR ® TO FLOOR JOIST- OFFSET CONDITION 3/4•=1-0• 17070.0e170Ae NAL ROOK SEAM. BLS AREA (1114 ID d•6' EDGES d• Er oz. RELD BLOCK ALL EDGES 1301701 PLATE PALM PER 54EARUALL 5O4EOILE STANDARD SHEAR DETAILS & SCHEDULE PANEL EDGE A FELD NAILER PER SOMME TJI FLOOR JOISTS PER PLANT TA BLOOM. • ALL PANEL EDGES PANEL EDGE 4 FELD NAILING PER SOED LE TOP PLATE PALING PER SIEARWALL SCIEDULE TTP. WALL COffiTRCTK 4 071 WALL SNEATNE. PER 50EDLLE 08 SHEAR WALL PARALLEL 1� L TO FLOOR JOIST- OFFSET CONDITION L °SHEAR WALL HOLDOWN 8 3/4 -CP EXTERIOR SHEAR WALL SHEAR WALL PERPENDICULAR PERPENDICULAR TO FLOOR JOISTS ®TO FLOOR JOISTS ® FOUNDATION 3/44 - 17070-06170-01 3/44 - 17070.03300 -01 + , TOP PLATE NAILING PER SIEARE MALL SCIEOLLE BOTTOM PLATE NAILER PER ENEARWALL SCIEOLLE — 10 d• 6' oz. PLYWO. TO REM JOIST PANEL EDGE I FELD ?OILER FER SLNEDILE 'T A. EXTERIOR WALL CONSTRUCT. (ITII PALL SIEATNEG PER SCIEOILE TTP. TJI FLOOR COSTRCTIDI 2x4 PANEL EDGE BLOCKING EXTERIOR SHEAR WALL SHEAR WALL PARALLEL PARALLEL TO FLOOR JOISTS OTO FLOOR JOISTS ® FOUNDATION 3/44 - 17070-00170-02 2 3/4 =1-0 1rorom3Daoz TTP. WALL CONSTRUCT. ERN WALL REAMER PER SCIEDILE TTP. TJI FLOOR CCSTRCTIOI PANEL EDGE 4 FIELD PALING PER SCNEDLLE TOP PLATE PALING PER SIEARWALL SCIEDLLE TTP WALL CONSTRICTION LITII WALL SEAT.* PER 50ED LE CANTILEVERED FLOOR JOIST 3 /4•4 17070-00170 -11 BOTTOM PLATE NAILER PER BEARUALL SOEOLE ID NAL • A PLTWO TO RIM JOIST ".'S. 41 NAL• 6' oc FLTO. TO TA BLOCKING 'i ea r O. 0..Y �41 `�• iTATmTmTA\TAlmwm aT• iiiaiiii III _Inm�nnn SHEAR WALL o CRIPPLE WALL 3/4•4 17000- 033014 -03 SEE PLAN SHEAR WALL TYPICAL WALL CORStRIICTION WITH WALL MANOR PER SOEDLLE TTP. TJI FLOOR CO4STRUCT. BOTTOM PLATE NAILING PER SNEARDALL 5CNEDLLE TOP PLATE NALEG PER SIEARWLL SGEMLE ANCICR BOLT PER ECIEDILE SEE ARCH. DETAILS FOR FONDATION COIDNK15 TYPICAL WALL CONSTRUCTION WRTN WALL 51EATN11Y PER SCIEDULE TTP TJI FLOOR CONSTRUCTION BOTTOM PLAIN NAILS. PER 54EARPALL SCEDtLE TOP PLATE NALNG PER SNEAREALL I 8C4EOILE ANCNLR BOLT PER SCIEOLE 5EE AFCH DETAILS FOR FOEDATION CONDITIONS T TA FLOOR 0O6IR0TION TTP. EXTERIOR WALL Ca/STRICT. WIN WALL SNEATN►G PER 5C4EDLLE BOTTOM PLATE PALING PER SWEAT/WALL SCIEDLLE TOP RATE PALING PER SNEARWALL SCIEDILE CRIPPLE WALL !DIV. b1 SWATH CRIPPLE WALL ORE A9 SIEARUALL ABOVE SEE ARCH DETAILS FOR FORDATICN CONDITIONS CRIPPLE WALL (01v. 61 SIEATNER PER 5C'EDLLE PANEL EDGE 4 FELD NAILER PER SOEDULE ANOIOR BOLT PER 54EARWALL SCIEDULE (21.4 BAR CONT. (Dlv. 31 PERMIT CENTER 0 CRIPPLE WALL - INTERIOR L tmm-oeno - 2. 4 3/4 oT-0' 17000- 03306 -04 NOTE: ALL 11F0Ia1ATION ON THIS SHEET IS NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE VTR PLANS. RECEIVED CITY OF TUKWILA TTTLE JOB NO SHEET S1 ITT DETAILS ®HOLDOWN STRAP AT CRAWL SPACE L TY, WALL COHSTRCTICN URN wAL.L SHEATHING PER SCHEDULE DOELE STUD BORaI PLATE RAILIG PER SIEARUALL SGEOULE BLOCKING AND FILLER BLOCK DOUBLE JOIST OR BEAR PER PLAN —.1.1111111111411111111111 FLAT ISLOCK.4 it NAIL BMA!. UV 8d CQfKN • S' ou. SCFBON CSIb 4' oNT xffi'IQY,LAP 4'OMO WALL OR BEAM AND NAIL Mu ad COTbN• 4' ou 1 HOLDOWN STRAP AT FLOORS 10 DRAG STRUT CONNECTION 3/4"4 17070-00W0-28 L ®3/4".1-o UPPER WALL � TO LOWER ROOF CONNECTION 3/4'eUlt traro-aevoai SHEAR WALL ® GABLE END 16 d • 6 OL. SHEArk616 AND NAILIG PER SHEARWALL SCHEDULE 2X6 BLOCK. ROOF SIEATHSG AND NNLIG PER PLAN AND SEAWALL ..ECU LE 2X4 LEDGER (22 16 d EACH STUD (2) I6 d EACH BLOCK 4 NTS 170o0- 0e100-80 - t MBA PER PCAH WTH SHEATHIG PER NEAR ALL SSE Ibd TO MATCH SMEAR WALL WUL@G BMOC 2512 WITH Rd TO LATCH SEAWALL NAIL6G BELOLU 24TO TOP PLATE PANE- EDGE t FIELD NAILRG PER SCAEMU TYP. WALL COHSTSCTIGN WTH WALL 61EATH6G PER SCHEDULE QINTERIOR • SHEARWALL TO ROOF COND. HOLDOWN STRAP o FLOORS 3 /4-r -o r oo-oev 2-oa 8 /4=f -0' meTaoeno-zo L 20 11' 15Z (2)16 d d NAIL • 4' ou • EA OUTRIGGER d NAIL• 5' ou TO TCP PLATES ( BLOCKING 2X4 OUTRIGGERS • 4' OL. IIATH JOIST HANGER • TRUSS TYPICAL ROOF C TRICTIOR TTP. EXTER4OR WALL CONSTRUCTION • UL WALL SHEATHSG PER SCHEDULE ooaoesoo-1S \ v ) 3/4W-0' PLYWOOD ROOF CONDITION TYPICAL R7CF CONSTTRCTICN 425 TIE • EA TRUSS L630 • 46' oz. 6 61 •6' BLOCKING PER ARCH. DETAILS A35 CLIP PER SIWARUNLL SCIEdYE TYP. EXMOOR WALL METRIC. LATH DELL SiEATHRG PER S•EDILE 'NOTE: ALL S bpTATION ON TEE SHEET 1$ NOT,NECEESARILY 11 PROJECT.' COORDINATE (MN PLANE TrOOO OS 4 RECEIVED CITY or TUKWILA e SHEARWALL SCHEDULE 02/08/0 SRI lr 9 i a 3d A1 11VN 9,111IVN 3003 9 N111VN Ol3id 0I)0019 3003 5110■ JOrONV 311nd 1115 91510f xL_ 0N111VN 'ld d0101 0NI>0010 915IOr Irl ONn1VN 'ld d01 Ol 0NI11VN 311 01109 NO11V143b :6 • 0001 YES 5/8' • 48' A35 led • 12' led • 12' 100 PLF 22' GLIB ONE SIDE 5d NAIL • 42' GI -4 OR COOLER YES 5/8' • 48' A35 33' Ibd • 10' Ibd • 10' 125 PLF 5/8° GUS ONE BIDE FOR I/2' 22 -1 22 GUS TWO SIDES bd YES 5/8' • 48' 20' 164 • S' 164 • b' G2 -4 OR COOLER YES 5/8' • 48' 20' Ibd • 6' ied • 5' 5/8' GUS TWO SIDES FOR 5/8' PI -6A YES 5/8' • 48' 20' Ibd • 5' led • S. 150 RF PI-6 YES 5/e' • 48' I4' 164 • 5' 164 • 5' 240 PLF PI -4 VIe' 088. YES 5/8' • 32' 12' Ibd • 4' 164 •4' 350 PLF PI - ONE SIDE YES 5/8' • 24' 44 • 3' led • 3' 450 PLF PI- 310�USE 3x STUDS PANEL EDGE 545 PLF YE5 5/8' • 16' P -2 USE 3x STUDS 1/16' OSB. TUIO SIDES (2) ROWS (2/ ROWS P2 -4 STAGGER SHEATHING JOINTS UU(2) SNDS • YES 5/8' • 16' A35 CLIPS •1' 164 • 4' IIf, • 4' STAGGERED 100 PLF PANEL EDGES DBL. RIM (2) ROLLS 0) ROWS P2 -3 YES 5/8' • 12' 435 CLIPS •5• Ibd • 3' 164 • 3' STAGGERED 900 PLF DBL. RIM USH -4 W¢YERHAUSER HARDBOARD, SIDING G 8U CqiFION NO 5/8' • 48' 12' 16d • 5` 164 • 5' 202 PLF 1M2Fe- R IfFn F:FFYN2i 2319 co • SEE FOUNDATION SHEAR WALLS FOR ALL CONCRETE HOLDDCANS.� LOWER SHEAR WALLS Sca I /8' .I' -0' g • FOUNDATION SHEAR WALLS 2B' •I' -0' LCAMELELONT SYMBOLS & LEGEND 4 4, POINT LOAD FROM ABOVE :g /r JQ POINT LOAD FROM ABOVE W/ LOADUNG ,S , POINT LOAD TRNNSFERING DOUN 'U) POINT LOAD TRANSFERING DOIIN W/ LOADING HANGER POINT LOAD TRANSFERED BY KICKER h�7 HOLD DOW WITH SIZE DESIGNATION = VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXtENT OF 81-EAR WALL TYPE OF SHEAR WALL T =_:- -- WALL ABOVE ZE=5Zt WALL BELOW NOTE= UNLESS OTHERUISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED M THESE DRAWINGS. d d d Tr. • SWEA LI DESIGNATIONS :=1---- IPI 4H - I*I 1p 4 I I! 1 u IiIIIIIl 1 ! m, o p IIilI1i can Gal " �r L� gCaa7 MAIN FLOOR SHEAR WALLS Scab ' SHEAR NOTES !Bart ICARELSOPIT UNLESS 02241212SE NOTED DESIGN CRITERIA I. SEE CALCULATIONS FOR DESIGN CRITERIA GENERAL NOTES I. ALL SHEARWALLS 514004 ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. (TYPICALLY 51 - 4G2LN SHADED). 2. ANCHORAGE IS FOR SHEARIUALLS(PANELS) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED • I6' OC1P1IN) PER. TABLE 23 -I -Q 3. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MIN. ABC. REQUIREMENTS. 4. PROVIDE TWO STUDS AT ALL HOLD DOUN LOCATIONS. 5. SEE MANUFACTURER'S REQUIREMENTS AND DETAILS FOR EACH TYPE CF HOLDOUN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. 6. ALL PLYWOOD OR GYPSUM SHEARWALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER CF STUDS AND BLOCKED PER SCHEDULE. 1. DO NOT OVERDRIVE NAILS INTO 61-EATHING. 8. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE- APPROVED BY THE BUILDING OFFICIAL ROOF ! FLOOR SHEATHING I. ROOF SHEATHING: 1/16' 0541 APA RATED SHEATHING (24/0). LAY UP W/ MINIMUM I /8' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE 8d AT E' oc AT PANEL EDGES AND 12' oc AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS • 24' O.C. • ALL UNSUPPORTED EDGES. ALLOWABLE DIAPHRAM SHEAR =180x0.82.142p•F 2. FLOOR SHEATHING: 3/4' CDX T■G APA RATED PL" IWOOD (48/24) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATION AEG 01. PROVIDE T46 EDGES AT LONG PANEL EDGES. NAILING SHALL OE 10d AT 6• oc AT PANEL EDGES AND 10' oc AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPHRAM SHEAR•215x082.11Tp1F 3. PLYWOOD SHALL BE LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END X 2000 15 M UPPER FLOOR SHEAR WALLS CITYOFTUKWILq Scab 28'• - SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS PERMIT CENTER 8 m 0 II I 1 SHEET S3 9908323