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HomeMy WebLinkAboutPermit D2000-271 - FOSTERVIEW ESTATES - LOT 15 NEW SINGLE FAMILY RESIDENCEFOSTERVIEW ESTATES LOT 15 4250 S 737 PL D2000 -271 City of Tukwila Signature: Print Name: Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 261200 -0]50 Permit No: D2000 -271 Address: 4250 S 137 PL Status: ISSUED Suite No: I_.sued: 09/20/2000 Location: Expires: 03/19/2001 Category: NSFR Type: DEVPERM Zoning: Const Type: Occupancy: DWELLING Gas /Elec.: UBC: 1997 Unit}: 001 Fire Protection: N/A Setbacks: North: .0 South: 0 East: .0 West: .0 Water: 125 Sewer: VALVUE Wetlands: Slopes: Streams: Contractor License No: DUJARD *204L0 OCCUPANT FOSTERVIEW ESTATES - LOT 15 Phone: 4250.5 137 PL, TLIKWILA, WA 98168 OWNER DUJARDIN DEVELOPMENT CO Phone: 425- 334 -5018 PO BOX 5308, EVERETT WA 98206 CONTACT JOHN KAPPLER 14311 SE 16 ST, BELLEVUE, WA 98007 CONTRACTOR DUJARDIN DEVELOPMENT CO PO BOX 1059, SNOHOMISH WA 98291 ** k k kk** kk• k* k*** k* k* k******* k****'*** k*** k* k k*• k***** k*** k** k k•k*•k•kkA** * * *:k ***kk * ***kk* Permit Description: CONSTRUCTION OF A 1,987 SO FT SINGLE FAMILY RESIDENCE INCLUDING 718 SO FT UNFINISHED BASEMENT, 506 SO FT ATTACHED GARAGE, 176 SO FT COVERED DECK AREA AND 138 UNCOVERED DECK AREA (BASE PLAN NO D2000- 060).' MODIFIED: UPSTAIRS PLAN FLIPPED AND LOWERED RIDGE. PUBLIC WORKS ACTIVITIES INCLUDE:ACCESS, LAND ALTE- RING AND STORM DRAINAGE. PROJECT ON VALVUE SEWER & WATER 'DISTRICT #125 WATER. *** k• k• k1****:****• k• k*** k*** k*** k* k***• k**• k• k• ki4• k •.k:k*A**k *** *k:k*•k•k•kk:k**** ****** *k* *•k•k• ***k Construction Valuation $ 196,302.48 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Erg. Appr: JJS Curb Cut/Access/Sidewalk/CSS: Y F i r e ` Loop Hydrant: N No Flood. Control Zone: N Hauling: N Start Time End Tine: Land Altering: Y' Cut: 45 Fill: 150 Landscape Irrigation: N Moving Oversized Load: N Start Tine: 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*:+c:k***** *** ** k **'k•k** * * * **•k******** k**•k•k k•k*•k***•k*** **•k*** ** TOTAL DEVELOPMENT PERMIT FEES: S 2,682.47 **: k k**k k *;k***** ** ** * * * *kk * * *** ** *** * k* k* k k k k****k*** k*** * * *kk * *kk**** * *, Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the perfor 'ance of work. I am authorized to sign for and obtain this development p. rr'' Phone: 425- 641 -5320 (206) 431 -3670 Size(in): .00 �,CID a t CPI) o� Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the wor'I, is Suspended or abandoned a 1 r S 137 P1. CITY OF TUKWILA Address: 4250 Suite: Tenant: ,Type: DEVPERM Par,ce!l #: 261200- -0150 **** * *'Akk *•k ** *•k **• k** * *`` ** * * *•k * ** *k *k* * * *•kkk * * * *k k* k *•k *k•kk * *•k * * * * * * * *•k * * * * **.• Permit Conditions: 1.`No changes will be made to the plans unless approved by the ;Engineer and the Tukwila Building 0i,vision. Any exposed insulations backincr materia) shall have a Flame Spread Rating of .25 :or* -less, and nrateria l shall, bear identi- fication showing We fire :;performance rating`` thereof. 3, Subgrade prepar at'ian i'ncluding drainage, : exca,vation, compaction, land fill' requirement 'shall conform strictly with recommendations given ' n the soils report. • All construction t'o be done in conformance with approved plans and Vr equ i rements' of th'e 'Uniform Building ` Code (1997;, .Edition )== as amended; Uniform . Mecha;n i ca l Code ,(1997 Edition), and Washington State Energy Code (1997 . Edition). . Plumbing :per -mits s h a l l , be obtained through the Seattle -Kin Permit Plo: 02000 -271 Status: ISSUED Applied: 08/16/2000 Issued: 09 /20/2000 County Department of `Public Health. Plumbing will be inspected by that agency, inCiuding all gas piping ' (296.14722) Notify the City of` Tukw,7la 'Bui lding''Division prior to pl•acring any concrete, . This' procedure is in addition to an requireme nts speci inspection. . Al,l'.wood, remain in _.'placed,concre:.te.,shall be treated wood, . .Validity , ;of Permit:: The 'issuance o'1' a permit or approval : o plans, specif and computations ;s not be con str iced to be a Permit for, or an approval of, any v of ' of' ' ; provisions of they` bui:ldi g code-or of any of the jurisdiction._ No,, permit presuming i give, uthority to violate or cancel the provi.sions code :shall be valid ti • Electrical permits': ;shall be obtained through the Washington State Div'>ision of Labor and Industries ''and all electrical '' work wr l','.be inspected =by that agency (248 -6630) 10. There shall be no. occupancy of ,,the, building(s) until r'the final inspection has been completed by the Tukwila Building Inspector. \ 11. All mechanical' work shall be under separate permit-issued by the City of Tukwila. INDOOR AIR QUALITY CODE, CHAPTER 51-13 WAC. 12. VENTILATION IS REQUIREB'FORALL NEW ROOMS 'AND 'SPACES OF NEW OR EXISTING BUILDINGS IN .CONFORMANCE' WITH THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND 13. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail able until final inspection approval is granted. 14. FUEL BURNING APPLIANCES MAY NOT BE INSTALLED IN SLEEPING 15. APPLIANCES, WHICH GENERATE A FLAME, SPARK OR GROWING IGNITION, SHALL BE ELEVATED 18 INCHES ABOVE THE FLOOR, co la w ': co w . w 0 g Q • d � z z � tu O co, 0 I- w w ; 1— w en; z O z U.M.C. 303.1.3. 16. WATER HEATER SHALL BE ANCHORED TO RESIST EARTHQUAKE, U. P C 510.5. 17. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. Contractor shall notify Public Works Utility Inspector at 206-433-0179 of commencement and completion of work at least 24 hours in advance. ALL CONDITIONS OF FOSTER VIEW ESTATES PLAT APPROVAL SHALL BE MET, SEE L99-0016 SHT 4 OF 4 WHICH IS PART OF THIS SUBMITTAL. ALL STORM DRAINAGE-PlpES SHALL BE ASTM-D 3034 PVC SANITARY SEWER PIPE WITH , GASKETED JOINTS OR ADS N-12 PIPE. . ,,..,....,,,,..... — , . ,. -APPLICANT SHALL-!'OBTAIN„WATERi tIETER''' FROM ' WATER -DI.STRICT 1t125 .@ (206) 242 AND SEWER PERMIT FROM- SEWER DIS 242-3236 . 18. - , . . TemPot-arY:r eros,iOn'‘'''Cont'Al ' e,.; ir;16ri 7 the f t order i'rS of business t6 rev mP shal ent se b d i =1 nc of --' ..- . i. , ,: , ', 'rp ince.nta1.,;. .. z .. ..... lteco!sdi into .existing .,s.tOi facilities . t control e .,:SJ/,.__n as perManin.t e nos' i on . .' c r - _ . . . „ : - - ? . . . . ? . ,% possible f i n a l i na 1 grading tias 1 en place il!PI,,eted and prior to the F o- ti F inal Inspection. on . 2 o , 0- .T110'is shall 6.' designed and r. 1 op so that drainage e d ti ” - fr‘om,'. tile driveway,--does - riot !flow onto the existing rOa■-1„,.. su , .,„, ,7'- - -.,•-, 2 1 . , w0rict , atroe_tiligi. ti SI)a,,I l ---, ta,• t.. ose y coordinated 't4i'tii the .City Lit istit i s ,InsPector"-. 't eTraffic Contro "1" I arls ,siiial be„ Lted...:to ti)e Inspector for Prior appr 1 - '4 . ' 22. FROf:1,‘ OCTObER 1 THROUGH APRIL 30, " COVER SLOPES AND,c''' . . . STOCKPILES '. ARE . '311:'4V OR STEEPER AND HAVE A VERTICAL ' . RISE)2:0F::•;-10' OR MORE AND WILL'PEC,IJNIelORV.:Eri TOR GREATER', . „'... ,THAN',;.-A 2 HOURS. „ DURING THIS TIfilEIRERIOD';, OR 'put,cii.... OTHER IF THEY WILL" Bi;.., UNWORKED MORE'liAN 2 DAYS".- _ , COVEREO;n;i1ATERI'AL .MUST BE STOCKPILED ON 'SITE', AT THE BEGINNINGOF THIS: 'PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY ANti'IMMEcq41TELY....BEFORE, DURING AN IMMEDIATELY FOLLOWING STORMS, . FROM MAY 1 THROUGH. SEPTEMBER 30, INSPECT AND MAINTAIN TEMPORARY EROSIOWPREVENTION AND - AT 'LEAST MONTHLY. • ALL DISTURBED AREAS OF THE SITE BE PERMANENTLY 'STABILIZED PRIOR TO,FINAL CONSTRUCTION APPROVAL. Project Name/Tenant: / FOS IIMP.w E` , s. Lo 1 6 Type of work: U 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 Value o Co WO 0 , 00 Site Address: 4/.50 \S (g &* City State /Zip: Tax Parcel Number: '0(200 - 0/ 50 Property Owtr: , Avurl l� 47 8" - c sq. ft. Garage /Carport .: I/ U a sq. ft. Uncovered Deck Phone: A-� yJ '1.•50118 Street Address: City State /Zip: Fax #: Contractor: U uve ` t ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Phone: I� Street Address: " .,, glove.. City State /Zip: Fax #: Architect: p i. Ant s p ,e, • Phone: 41 -- ( l — °s''f� Street Addres� City tate /Zi 1.4'3 n eat llo• ti ' & f 1 > o� Fax #: +75 5311 Engineer: � IU U -1u. `e, Ahgio�. Phone: 415 171 -- 2, 621 Street t!�53� Address: -Z6 u.3. k i� ) ty State / Ci ct8 02(i Fax #: 4-pr- 17'3' -' &2.3t'. Contact Person: ANLIVIS Phone: ail., caodeICJ Street Address: 1 AA _ w City State /Zip: Fax #: a" Q 1 _ A Description of work to be done: Modified : sfeti r', pi art + 1 i ma, j LO�nl','c4 vicise. N ' , .. &0-4--k. p 1.— r. g2 o -, 61„0 . Type of work: U 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: IP Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: ' %. sq. ft. Dwelling 38 sq. ft. Covered Deck(s) 47 8" - c sq. ft. Garage /Carport .: I/ U a sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUKW''.A Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 FO• . .TAFF USE ONLY , Project Number: Permit Number` Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. ' PLICANTf REQUEST FOR .91.34_UC, WORK ,SIT PLAN O FTHIE LLOWI - ,:(Addltl r'eviews:'s be determined.by,the P,.ubII REVIEW m FO ent) r ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: SFPERMIT.DOC 2/13/97 Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #• ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date applicatioaccepted: - 1to - 00 Date 9,tar ex AppMen by: (Initials) I PLEASE SIGN BACK OF APPLICATION FORM Z ,_z 00 W � w 2 QQ 0 l -. Z � l- 0 Z w O • N in w LL. O .Z W U 0 Z BU /LDING('OWNER:,ORAUTHORIZE '' ENT. :.: ' ' '' < < ',, , " :" ,rt t Signature: l J ij ti---, t ��uu..ii Date: S - 2.2 . e.0.0 Print name: ivecie, atte.e- Phone: Fax #: Address: // A City /State /Zip: ALL SINGLE- FAMILY RESID IV IAL PERMIT APPLICATIONS MUST .a SUBMITTED WITH THE FOLLOWING: ➢ DRAWINGS PREPAREL • It A REGISTERED ARCHITECT OR I . .bFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED WA SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ in Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ in King County Healtjt Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan. (see example'Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. , 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. '6. Public Works review requires the following on site plan:' driveway location (10''min., 20' max. width), show proposed and existing power, water and, sewer lines, existing storm drainage system downspouts and foundation drains, and where drains•tie -in. 7. Parking plan. , 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas, and buffers or the shoreline lone. Of those; identify Which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is locatedwithin 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). z ~ w re 2 J U O 0 CO CI w � u. uJO 2 u . • d z w I- r:11 ❑ Foundation plan and details Z ❑ ❑ Floor plan z o ❑ ❑ Roof plan z al ❑ ❑ Building elevations (all views) ❑ ❑ Building height 0 ❑ ❑ Building cross - section _ Structural framing plans and details necessary to completely describe construction t—� u- O Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available w z at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. El Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, z Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. In ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". BultdI /Authorized Agent if the applcant,is other than the owner, registered architect /enginee or a contractoptcense d by the State of Washington, ,a notarized letter from :the property owner authorizing the agent to submit Ph perms ap licatlon,and i w r St ar. to e twll . ; .f. ., , .. ,S n I � a � f a �� dh :�. y , � w { 2a a tt obtalrl „f�e�i�rmlt ilkbe requlred�aspalfof .thlssupm�ttal..,< <: ,,. . ;. `,< <s .... ,.Frc;.�,�-� ti <,:, >.- :.��..a. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT. DOC 2/7ti/97 .wwtiHn:Vfr +.wa:nr,nm....MVrt yI, 1,0479?[!% MNigiVI!+.Ai 94,....wx.}e^t'sAmmtr. pp M ��r 1F'1 I l * 4:* 4,44v Ak *il:1r•k*k * *'N A**• l'A'* * *kA * *# *k* *1t•A• * *b:tk —k * *A ** A * *k. *:h :#k *' CIT OF TUt<WILA. WA 7 � 1 rrt� t<t> r 1 .1: # A>t **.Ash ►.kk:h *k *kA +A* h t. h * k &. **b * * A *: h A• A *AA:I' * :h *AAkA 1�4urber : R98t�_�0361. 'Anourit a 2.6 47 : 09/20/0.0 0:3.13 Pavi nt,, CHECK ttotati`on DUJAltl: C1! DEVEL.OP Ini 1 : (Lt1 Pe'rmi t No: D2000-271 Typ(?: DEt.)PEI11 DE''VE1 ( )P11I:f41 I3EUiIIT Parcel No: 26120 -0130 Site ;Address: 4250 S 137 PL Total Dees: 3.0132.4? This, PaynIer►t 2;6E 2.47 Total Fll..L Pints: 3,01x2.,47 1 Bel c : .00 • * * *A*A�: A47t•*A A *A4• ** *4 **• *i•k�4 *A** * **`t **A*** 4•*- A 7h •*'•*'J1•*.******' * *. *** Accoun L• :Cndi? Degci'i pt icon Amount 000/322..100 BUILDING R.ES a 1.536.95 00034,3..830 PLAN CHECI( - II C S '4.K.," " ""' 999.02 00/345.83 0 PLAN CHECK UTILITY 20.00 000/386.904 .. STi;TE :l3UD..1) SURCHARGE ,. •,4 50 000/342.400 INSP - UTILITY 15.00 '412/.3.42.400 II1 FEE STDRM DRAIN 15.00 000/322.100 LAI■!t) ALTERING PERMIT' FI:.E 5.4. 000/343.830 LANI) ALTERING I'I_AN CHECK • 37.30 8237 09/22 9710 TOTAL 2743.66 IK t * * *,.r� ,1* *,‘•4•A "•kk * a A. *. $ A *. k k +.. k•A.A444A �• ,/ ,t ,�44..4411 **. . . *' *,� 4*' . *# • Gx r y aF Tuti >WI1 ra . N14 r � � ) it * ^�4�: th t F k •,. k ,1 k • , + h' A • : idt * r1. * * # * 4' * * . T • k l t r * + 1 _ * t i ; 7 1 C k , 1 * * 4 , • A * * " , 1 �I , 1 A *",k 4 ∎ , l 4. it . 1% * * ' ::k * * '4 • * • - • ( 17M 4 Numbcir;. It• .')8 0 314 Nlaaunt : 4O0.p(i0i i!#3 /iI (')t/ • O }.:.1 F'. ;a v m k~ i n't: M e t h c cI � C II E C KC 14 ti t �. 1; i :: • i u .l l • Ft q l: t1 0 Ei tV EE L. O F? lj rt i i, . . 1 L B y • f':!r'rt►.i:t No 1)4000 -271.. Type: DCVF'CRM. tEVELCIPd1ENT PLR> 1.T i? No: 2E1200. -0.110 1te; 1.1d dr.ess 4250 S J.;i7 1'1. Tot ;i1 Fees: 400..00" }TMns ;pavm rtnt 400 „00 Total ALL Pmts 4 x00.00 f l u ] l.anLr .00 k N, k41ik ik*k•4,k*rtif.•S kJr*4 **; 1• *_,1.f; {.. k' d:. kdk*, 1**, 1+ 4* b** 1*. * *A** * •4kA• *A *AA * *: 1•A• * *,k Account : Code .. : , I)p9rr i pt i on Amount 00/,345.830 PLAN' PLAN,' CHECA RES .400.f00_ • o i.... �."A.�. .. '�.: f 1.. _ y{ W'. .a ail. ; . .. •1. 70139 • o8/io 971.7 TOTAL ; 000.00 { ,f • • 1 . 7T ,'P, i - . J , V t fry 7::.0 r-C I t• ry,” , 'a;r3`r"r.yr -, - t - rxc r,Trrm T.,1 ' t!4 ; ; f 4 « '. j! t,.:P"1'f ddre ss:! INSPECTION RECORD Retain a copy with permit INSPECTION NO •i_ • ITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd;' #100, Tukwila, WA 981884A Project: Receipt No: Type oflnspec PrViei. LS 5 0)-7 I Requester: Phone: (206)431 -3670 Date called: .4.0 Date wanted: Of a.m. Approved per applicable codes. 0 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. Date: COMMENTS: ?'< hS,c i owl - cpp rn u' cX tU raVPG[ RP/ livi i + CC) tdt • I Q'? i h' N4i' J. itkutdnitlwA ;LW;ierM} .i .kf il^` e3...+. ;:,�a�`+�.,.}.1 Fr.. q;4 � Proj v ` W Type of Inspection: p(�...) N Ad ress: Date called: Special instructions: 1 Date wanted: Q, O . p.m. a.m Requ / - ,Q, ( 0 ! 1 U` Q 1 Phone: Ph INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. 5 D Q tom- i(1&/ INSPECTION RECORD Retain a copy with permit PERMIT NO: (206)431 -3670 Corrections required prior to approval. `"COMMENTS: gl(gl =L,, 1 5 tiffs qiucjoi Mqo gh 0 Inspector: �.v Date: c 1 �1v� 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: . •, ,Mw cua swlit .At! u_.1? 6�:' Jr�rV, uiSafs.:.- �51i4. W�ttL' �.•+ +•�:'+�.'�+A�S...�...41m4idSr8 b� r. N.lz.ti .i ri "'�� -:/ Pro e ? ,vl/l U "' - . / Type f Inspection: I iLiti - 6 '7 ","Q Address: qt% 137 /2t- D called: 3-0 -6./ Special instructions: Date wanted: -Zy-d/ a.m. p.m. Requester: Afg Phone: (/ INSPECTION NO. INSPECTION RECORD Retain a copy :;. with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 bzwo- PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. 77r--. n..... t -� COMMENTS: oe- rY1o.� i Inspector: Z la �--- Date: ,g - . ?J- vl $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: �r1y.`�YeL:,ay�iN �'k��+t}.i✓ayn'k�tJS �StAtX$ L���7u�r9Se'L:.4Z4�'h+•G.Zrsps. ' •»; �" �. �eu�«.' d�. �: �.' 3S4�i�i1t l��wrJi� '�{��yidiYa:s�'d��.tia:til P ect• _ r r ' CS -F_• r /)i �'A, .f / ` bfslnspection• ! / W W l :' 1 . / � Address : L-/ s0 �� , ,t; ; � � a Ile d: ate d: - I / n I Special instructions: Daafe ant d: 1 a.m. l� i/ n t p.m. Reaueste : (- 1(t Phone: y 7S--_ 3a -'(to Ut-1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. • CITY OF TUKWILA BUILDING DIVISION. , 6300 Southcenter Blvd, #100, Tukwila : 81.88 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ``6 / 7—b ! - !,swMN54541y4 + ....?.... • Date: .00 REINSPECTIO fEE REQUIRED.. P for to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal to schedule reinspection. Receipt No: Date: .", , N , i1 r i a ,.r ".w' Project: / o.StC I'ViecC - L..o /S Type of Inspection: 1UCt 1 � 1 Zi'TSL( Address: U9 . So S / 7 PL.- Date c led: `7. )9 0 1 Special instructions: Date anted: 7 2 0 � D. f p.m. Re uester: * (710vvl P4 -32,o - ( sieo oq INSPECTION RECORD Retain a copy with permit NSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes. .Corrections required prior to approval. COMMENTS: 4a -f-1 oor re -vv —Woe LAwfvfme cII^ JSr) � ! act � 0 l lac s LA) a i\ f t r v q r o- -e skett , 2 ` nor ,,tut cA - %ot�. 0 O � 2 �•! a n v�e. h - aSPtinAA OIL provc4 ro../ed N *0 YAP - \+•N Inspector: Date: ?`L O $47.00. REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: a .,Lt. .S,r!. y 1.itldve. a .: ).were:..6^au:as.r..e,.r.Y'a:.»: .. rt�u65utC-> t.. Paa, r�t iteihkSrl '�.�uv.n'�uenr._+.:�;.iYr•4.� r.,...a6=. 0 _ ' h w LL' g LL Q D 1-w z 0 z 1-, U +01- W W ' H W = . atri ;rojec • fas C /ek..) - tb/ -- Type of Inspe Fr c` °'‘ 1 'V ss: '5 S 137 PL. Date cal ed: — j ii Lp I o Special instructions: Date wa ted: '7 11 / f 0 I p.m. Regue ter: — r L Phone: Liar - 3 o — cho COMMENTS: r a VP A PP v t v,$) la4e Approved per applicable codes. INSPECTION RECORD Retain a'copy with permit h4SPECTION NO. OF TUKWILA BUILDING DIVISION • Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Sd 7.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid {at'6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt, No: Date: �`' ` �"'` ���SDi+.`"4Tf2:'1�.�` ' '�� - .11�+�.... �� �. l„ �w�: �^ � w . . .;1, 'i. Project: F ri5 ° 'r v t #ice J,5 Type of Inspection: t i t ra rN, v+ v Address: 1- 0.5 - 0 S 131 ?t Date called: 7-9 0 Special instructions: Date wanted: 7 - t 0 0 I Requester: lOa r Phone . — 2 ) 30 - 9100 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Corrections required prior to approval. COMMENTS: I re s o s -��►tw etc' 5 s1r'o rc.. th 1 N% t vw -IP les t r e 2 5 to der, 5 7. 8 , )C) Inspector.- -- ? n n Date: -7— 0 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ` � i �*�il Pro'ect: -c vVIf t,J -- Lb+ )5 T e of 1 speetion: UVw'f�tf ojjo 1 Address: zs S 137 f L- Date called: 5. / o r Special instructions: D nted.l 5-7 p i Re pues i� Phone: Zuto' b INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Inspector: ii MIIIIN M M NII WAIMINIMNINNAMINIMNIONNIMI Ag COMMENTS: Approved per applicable codes. Z' PERMIT NO. (206)431 -3670 Corrections required prior to approval. $47.01 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 r �� PERMIT NO. P oject: et #.3 '1 AdcTress: S 131 Special instructions: Of fl e - ahc( 992 y� • I Ut,, hie F'�y t,Jf Type Is ection: r I n Date / Date ln /2 LI JD) p.m. Reques r: 1 a V Phone: 5 3 rb — IDOL/ (206)431 -36 Corrections required prior to approval._; COMMENT 4e/3i bo /1 17 112, / Z: 3 /.4/Af J. ko ( b s O/ %4 16117 J i Approved per applicable codes. v ✓ `' sue:.: ; 'bate: 5 Inspector• �,;;,., Gt.%) X47.00 REINSPECTION - F E'REQUIRED. Prior,.to inspection, fee nustbe pai d . .at ;6300 Southcenter.Blvd., Suite 100. Call to schedule reinspect) Recelpt'No: s Date: 1- ,:4. ii i „ '3 icsat f' :3 41 ■4, iat.1 wi ci, >,:ti: cLwa�i�$GGat�AKk73 4 .. w. {vaii? C6tJ Projec, / Type of Inspect: / Address: Date called: instructions: Date wanted Requester: Phone: 3 _. INSPECTION NO. Approved per applicable codes. COMMENTS: 7 Ce INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 S Ste V/r C M�ti zt, s-' t // P 'Inspector: Date: 2( $47.00 REINSPECTION(EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i.., A+SV '. ?s'tE 4iLw:MdW4[GY'�tslud Corrections required prior to approval. t 1 ! " iY�' era �in SfL`. �tw. � .w•`;�:t.3t3:c'`: &" ., _n 'e.....ti.. u.l. I,Gt� _w, ui,,:i,,4..ua..� +. ✓. ....: i.�., .aw .i :e,„�`,:nwkµ.Y:.tati L, h". eivScS1F 'N'.,aSRt...G.1,r�,,,,.�A.La.: Baer'v a. 7.,+. 1..,,. Irn ..S�uflM!%i.A+.SO «- ..x�3s�iw,4A 4k, %ivi4rah,hLeia!b11.o Project: ,,..- / Type of Inspection: `�, r Address: Date called: ; Special instructions: Date wanted: ��/ 1 a.m. ' Requester Phone: f�a INSPECTIdl�l RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING. DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: / /u l$ . /97401.5, ter I >) 4 /5e -1 4,11 14, i"ZOI, i e Pz 4. led e L- S a7.0j/ f 14•A LO ti x •^ Approved per applicable codes. Corrections required prior to approval. / Date: y i $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt Nth Date: .1. w..,..nx �..�w sirtat`cirriatiYsib+mw a3i .Me.r41......01. Ai�:fit , ketg1 C;11.411 1 , t ie,; v:{�akiuWs +o.�'�iWYlvkiFt.:criv: P ect "vie --- to f- ', Typ Inspection: a ec c h Ad ress: 250 5 1� pL. Date alle : \ 10 Special instructions: Date w to Q /n a.m: !["t t Re s er: 0 v Phone: j yzs'-- 3 3o -qI,oq COMMENTS: A43-1- 4 ?re) e st TeZ1 ` 1 L �� u c� •vsS S,n t2C S f ?r r-N C.()PC tONA INSPECTION RECORb Retain a copy with permit INSPECTION NO. CITY'OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector Date: 5 Q ` 1 1 _ a $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No:. Date: r '. PERMIT NO. (206)431 -36 1' Corrections required prior to approval. J,,,. W.+ ier. +...m4:ic..%a.:.,s�?^.iibe:H,,, �.. i„ ., ... � a.U.��?.;•iiLi Project: F c Lit T e f Inspection: �' f fD .k S4e4 i ec - Address: Date called: $ /7 /0i LSf b , t37 Pi, / Special instructions: Date wanted: aa.m} Requg§ter: hone: ?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 COMMENTS: O TO ni Z/ J inspector .00 REINSPECT! N FEE REQUIRED. Pr' 'r to inspection, fee must be paid at 6300 Southcenter Ivd., Suite 100. Call tb schedule reinspection. Receipt No: Date: (,proved per applicable codes. I Corrections required prior to approval. ot..:. ' ' "'i�tt�t `1 `1Ja 51iL'Jh'i' S *ei ti a t'f."" v l r d t 7Lf h lla a ,�h.i ��,.:i. .....� „t�'•..a ..mss., .. .._e -ii'. uir�Atii • t ii;,;S,r W K H x iti a..ia]a, bh ai It 4 a .els a�_„ cLEf k a u.. N�3 �ah M.,, .• ,M �.r :4. A uf O U 0 O tow J co tl' w o; u.Q W Z , 1- o W ~ W G O o '0 1 Ili W ti! Z U N s Z ect• /j �� i V1CLJ W-V I g e ofIns��ecb �1 JirYrV t' n: h ' il / Q Address : /� Dt f aIIe i Special instructions: C OM i"TA -ta @ (0 Date " t : / a.m. m. Re� ue Phone: 2ico 7 6 () F INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. • tO 77 PERMIT NO. (206)431 -367 Corrections required prior to approval. COMMENTS: o + � e wat Tl --r Yi I cts r> Inspecto Date: a $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: ...•.a62..4'+d' opieg JOY' tade...3W.4tisrcUaticaUdSA %L'Al '�' tsddatadmgHI7},3'Ow"usig.clev ...1.4se cr:.....,,,e4A.: Project: � C ee�,9u * t L th . 1 ` , T of I r r - L,)1 1I 17 NI I ��- ddress: y � � P 'Date called: " / r �0 / Special instructions: Date wan2tedi0 / a.m R que <' � a � . 30 cite 04 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd, #100, Tukwil4 98188 Approved per applicable codes. Inspecto INSPECTION RECORD'' Retain a copy with permit (206)431 -367 Corrections required prior to approUat COMMENTS: Crrco `! /16 s (0 . 7 IA 'Tfrt coh Let }erA41 ..i ►� Date: _ " 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: 1d;;,t"„K+Yz:, > •4a't �..— u? �-,; d�{':; �:: s�S.. s�' �V3+ 3t` 9• i �'. tY2 i� �? '!G - i e�.: �f.,.,Mr. Yn'r .;..,.,�•,.;;.ar;,u i:s'w :uad; �,s •��* - Z:4..,r.i.,c.e..S'1,.h;; + st ab, �4s.. �kti!».. aah,: ii�P t ;r,.asu. +�u..v ^ rt.4Y•kC�.t , �:W,�,Oit Sa .�,lcYn't. •.dl :': «?�: v..u.irv.5 Project: r i 1 ()Ste ' V tet.0 1 Type of Insp tiorl: , l ( (% FQUV1 u,/, W o, I'S Address: 21 S() s 1 . Date called: 4 I- Z -0 Special instructions: Date wanted: l { - y3-01 a.m. p.m. Requester: r . r Phone: I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector:- - Q n c !Receipt No: INSPECTION RECORD Retain a copy with permit Date: PERMIT NO. (206)431 -36 Corrections required prior to approval. COMMENTS: 1 t1 C\ C\ t�'' L' cj �. L- qS s i o ) p Date: L3�0 / El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ra.t4' _ .i.:4..diN :11:= Cg., 3,..ah4:41.' ...1at1s.:e.. V . Project: o� , tki si is v� TYpe 91 ns pur o � C J 0 /U Address: S S X31 Date called � I _ ct)d Special instructions: Date wanted: a.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA '9 Approved per applicable codes. , INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. COMMENTS: 1.) st19-4,4.i4 '\) sA04.- cv41/ a O 6 9c.sefrylemil - 9 1- —2 > N.IGI9e 1 .?tn Y1P42[X 40 J)b ai` new S V C,1 S f s {'L wa i Sc � d(i /Q . Cdi g vm 1 131- 314,7 `I -1 c1'4o Inspector: --- ? ....)A 0 Date: ,�y %tee:.__ �r7�.&s as. ;r.�iwat w:•::..,aa..•r. O X,434 .nalw .u.ray:e.x>a.A .�tacx ......ori42.:.u,,, w{ 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ._S .7 Y'nY N....A ; { +• +y:... aiW�'(J, riCai i,a.s:. ;3 4AA 7 vkd,c„'a:l'ov'*�u.:f.i *,. A•>. t,`�etb,,,t:n:J:y,A4:t.,:x:ic., a .v.� >JY�eluri.'tc; Project: frnS - Lo /A Type of Inspection: M>neiLL47ak i fE o 4 Address: 21 2$ S /3'7 a PL Date called: '4 Special instructions: _ Date w d: �1i� nte 101 a.m. p. . Requester: Phone: zc . Z 7 - 03 8 0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. COMMENTS: d \L : r, ' 6094 ) Inspector: a Corrections required prior to approval. Date: 1 ` 18 0 E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: .,..44r,'':1114t1s -XoL vrca05F nk i t +n ,i6,1k, te n:Ainf, rt..'�4 mik tv'". ,...F�roY' xizuzrti3�S°++fe�- , Pr o ect: o s rcA vi m/ - L r: A Type of Inspection: , ` S416/14 tti.P� L.. C_._ Adress: 'l S /3 .7: I'L Date Iled: Da y7 cv /v Special instructions:. Date w nted: 1- ! // 7/0 I Requester: 6 Y Phone: yzs =330 - qo INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: P141 Q 1 •1AP 'PC 4 1 ?2 1 hC1- ttod \— r \c_. e 4e1 tnr L G,�el s vt.e�� 3,X 540 Inspecto . Q INSPECTION RECORDS , ' "`' Retain a co with erm' I P2 ` 2 71 P ,t Y P Corrections required prior to approval. . $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid ai 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No: Date: ‘,2s-ovn*.enx.dzattifvggc. i `y.s:1 atektt sitd ieo r' il uG•�.'::1 e_�.+,r..4aii:x �..- •et.;.lu...•.. 7,n.t .Aiff .1r.G 'Y.��S \:YS�.s3i�itN:t4 . 4'4 4 de11:r.1 6�. a^ s+ s�,.; i4itrt .M4,.•.�u.��da{.n,4i,.+:idt.i .;n.w E:ul�sn..��:•A., ,.,is.. Pr t• 1 2i-c7 Lot i S Typ f Inspection:,. F- ra iii i �1 Address: a. So. j7 7/. t _ Date calle : d : 0/ Special instructions: Date wanted al Requester: l 5) 2 ^q( oe Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Corrections required prior to approval. COMMENTS: �Ii(17•v° -� Q /) Vic-. Lr /rltf'L.e2A ./ • ❑ $47.0 EINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: �s �.':.. 1r�, ._,....., �.. �' asG. �n�ta .: v.w,�i':.)�1:au6k,?:. •t°""�"��a,�ne, 1.. 0: s:,xal..,r�M. u::ait+Et4J +r,:i.u"i ":s.u3d v:f7.�t.,.K;�Lwlzar5..l#, i.ts,'tui rn!w} Nt . }..f�:'.+t:.IiY A,..}rvLGi Ndf.� Rt.,,t! ":i „.� .r1 1�•.h Project: ,°5 e e \E. v..) Ty f Inspectio ('(�/� � • St•e `" Date c Iled: 3 k \`i 101 r_ Address: k \ ' \-' -' 5. 13 - i *h Special i6sfructions: L e r\ [ -- \ J Date wante + 2.-0 f o \ a:mr p.m. , Requester: n 31 e t q Phone: 0 - q 6 0 l( ia INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 IECA -pproved per applicable codes. (206)431 -3 Corrections required prior to approval. COMMENTS: E>rietr %C)f t�1�Ftn' rhy • a f f ro t)P S)\ wadi A1,1 — �eP to V' (A)0,1Is etc prn 1 Sh"\tr'or La1i5 ck e rroveJ Ito S SP+mev. - 2 '''I tower I tAe 1 -31d Ottrl GA ra! noittn Inspector( \, Date: � �O 6) $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: d trvt4.3 [ . „r ac;....dx,rii41;1`43.0 „ FLn..+£ , r S al..s... ; i UJ . to §' 2 a: W W f-: w W! LL B` ILI N U —i . 0 �' l z • Project: ' 1 0, '€) V t P w Type of Ins eFtiop: FUUv\ ciJ4 i a,n �a i( Address: ...) S } -2 1i FI Date called: 340/ Special instructions: L-0* t Date wanted: a.m. Requester: • 4 , 1 Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 ' proved per applicable codes. Corrections required prior to approval. COMMENTS: -z 2ivvk a ij, Date: Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: �SUL'JBUtfnW�Nhk3t <„ :i4 44 15'�a., w YM ixat . >•. : { a.F.S,lsv +_. clxr t Gi,a.,vv�F: Project: i as try trin! I Type Inspecqtion: OUv1C�ct� 1 .. ��( (X1T l Address: Date called: Special instructions: Date wanted: a.m. p.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: Ll 'I ] C L OU 1Pl� t Ih t li� /A f-,G4 JIJ-Q y , El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i;'. ts• � .:1-�,:9od1& 95�' 4 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431- 3670 Corrections required prior to approval. 7r 4L4:, :a: Fit; ,2 4-2414 f.3rx -ati atitiqrAek ,v. ,.. 1 ..L:.&..1'... •.a Ii - W O, U. Qj 0. UJ =, o D 1_; LL1- tL Z '; w N 0 COMMENTS: F l t i or W a 1 oWClr oor 5 I) 1 -3 w ot11 s ;..v s-e-- 3 X s +Uds asks -p .. ', g. ccfeS - " DY'' t ' carrLi'ec-i S ,s Gwt S0b5 t Avg Z_) C. S l b 30 ( , 1 4C , r s) vv:i ss A ( 3; 2 2., - 1 �� C.e s I� i S51 n 1 t ` r LI.) � - -3 w et\ -I AvvC hw� IDa 1'15 J yt a . J ' s1 e r wa 11 sc._ -eci uk 5, - r\-- A 35 a 10" 0.c. r scWv 1 „ Floor d -error Udall S I id).: : -??ib tA) \\S US'€ 3X s�ucls C c S or o rC � ►'1 -fc{ S s�I ` G o9 pv .. •NYbxG.N tW Ji..'� � ■ -1) A)v\vI,r \D \ +$ C \ -e -a►1 \I or 1 Re [ / i 4 15 m on ( P�Q I v � : reso s . �3712t p/. W I Z Date called Zj O 1 Special instructions: Date wanted: (�f 3Jr.7 0 Requester: ami Phone: 1 f INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIQN Approved per applicable codes. '1 PERMIT NO. (206)431/3' Corrections required prior to approval. Inspector: p n 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: w µ4ri rt' 3 .oaibT ftia_ l 4 h dide. 4 1 jr kaa , YII ' Project: .-- Type of Inspection: ] • it r Address: 4250 5 , u � /3'7 h/. Date called: e%. 3/0 Special instructions: 41/5 / ` Z � Date , anf d: c2 //W0 / a r P.m. R equester: ( a.,1 t i3 6 05-330- 7 O'-J Inspector:'` t, 1 INSPECTION RECORD' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. Corrections required prior to approval. COMMENTS: • 7r� R c 1 Ar ■ �1 .(PYA ✓` W w PS OA toca q t UVi ��,1ct1 L cj C ' I y o 1 ■J k.LC,t L 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: ,. , U N N W = g Z 0 2 ui 3 p '0 — wi W W; ui N`' INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 , pQ Approved per applicable codes. Corrections required prior approval. COMMENTS: AO 4 ref a $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: reosaa ldigali ar � at' ° zs 1 ids€44ftie3 ai " syy " ttleiz' 1 111'".1 Sf.`.13ia ILL ,fit i._. 1}4. wi.:..,. .�a.d d.. t- y..- 4:.n ..m. %amAs.»l: k(C:iLiUCfJ.Wr3✓y':i''JrC •••� , !o'" -< ,a!,Y� aaA4 t o« i- Y,.:.:. 81. w� + ++B.....uAy,C` k1.,�, �.. J�.r,7Y- 7.- e 5L N: ;4.. (bate d ress: X called: 0 ecial instr lions: .,1 pin, On /0 �fz� Date Wanted. /a.m. Requester: fyaiui ho e: � 3. � 6 Woel/A . it INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 , pQ Approved per applicable codes. Corrections required prior approval. COMMENTS: AO 4 ref a $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: reosaa ldigali ar � at' ° zs 1 ids€44ftie3 ai " syy " ttleiz' 1 111'".1 Sf.`.13ia ILL ,fit i._. 1}4. wi.:..,. .�a.d d.. t- y..- 4:.n ..m. %amAs.»l: k(C:iLiUCfJ.Wr3✓y':i''JrC •••� , !o'" -< ,a!,Y� aaA4 t o« i- Y,.:.:. 81. w� + ++B.....uAy,C` k1.,�, �.. J�.r,7Y- 7.- e 5L N: ;4.. Project:-...- Type of Inspection: A4 , .. S ! ' 7 - Date called: 1/ 3 00 Special instructions: ?'" /5' Date wanted: i a.m. i/ 3� LYJ p.m. Requester: J _,4 A SCCR co Phone: fl F INSPECTION RECORD Retain a copy; with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: /lb° 1 -71 , �i A S• 7 f'( �" pd4A 7 71) cv. -t4-4. , pc t..: ,6t - ► S. 70 d w 1Z-1 / - 1U 4J, e ,fr 71-Li ,v cam` SRA' Z1 Inspector: Date: //y /cb Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite.100. Call to schedule reinspection. Receipt No: Date: ,441.4ADAtti:liYOl + d t! ;: • . ,;.. ls$ „ ih,:,r..k e tV (h Tye f I spection: f 'lG d .. . ?...,7 _ 01 ei... Date called: I 4 I 0 Special instructions: W /5 Date wanted: 5 . Requester: Phone. to — 2-55- Approved per applicable codes. INSPECTION RECORD I Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 bo PERMIT NO. (206)431 -3670 Corrections required prior to approval.' COMMENTS: ce c.( Ltio So i ) S\ b Yk� o t h �Ad 4t° v km �' a.v■ c et Ira r 9141 - V 0 (1 Cx \ " Inspector 'A Date:1 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: � S+e4 , 1)(C'.uti Tyy��e Qqf Inspec 'on: oi- oR r u'r► , Y1 Sp Address:. y, �ZSU S. i�7 Pl Date called?' 12- 19 -00 Special instructions: n0 Date wanted: 12 ` 20 -00 �,�,� m. p.m. Requester: sciort Phone: ( g25 '7S y - ti (Q.g' 5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. COMMENTS: Inspector:"' — Date: 1 ) 2_0_ or) $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.1.�i L e. r,nv. 9 co W 0, CO 3 Z w 0 2 30 , Ow '0 IU Wt V s IL P et 0 ' 41, 0 Project: Fi'� l-� ` ,i ■C�� E t ,- Li t' , Type of Inspection: FE. LI t'.C1LL -n ( W411 Address: 42 Sig . 1 31 Pt Date called: Special instructions: Date wanted: 1 2 - 4 -O0 a.m. p.m: R quester: Phone: O( INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: -PV'I m{' -k" WG l k Inspector: D21500- 27 PERMIT NO. (206)431 - 3670 Corrections required prior to approval. Date: .00 $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: fbX4G"';i:t ei t.291:r ' '4A .tt:•r..ames ? att' AFJ ,° °. `� 'ter .:P6 k.v:nt,uA'�a7,Lnw „u,.L W O, IL Q ( „m . W Z ` Oi 2j , VCI 0 N; W W. V ` Z ' U � O Z P 14_ , ji t!/vi L(JI Moift `ge ion�,:� �0 +1 kt „' , 4 dce91.g.-e) J /3741 pI . • Date called: + � � Special instructions: Date wanted: ' • a.m. yi� C_�u'� Requester: tJ Qs Phone: 4 3 -fng' ielfulatar INSPECTION RECORD Retain a copy with permit ' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. n Corrections required prior to approval. 1 COMMENTS: PI f._D geRiar c Sot GS Atop t1 iii Date: // PERMIT NO. (206)431 -3670 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: t iti,:a. ?a v ., kki4.r.i+ti 1 <: .::� 4„, r....a: +i:. r r i ': - W a �o U 00: • W }} co J' = (3" I- W Z � W 10 - W W `F- - 0' V cff .0 Z r Approved without Approved TUKWILA FINAL DEPARTMENT OVAL FORM etain: cur• rent: insp ect -ion:_.s.chedule. Needs shift inspection Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Suite Fire Department Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: r YU " Authorized S� Aut nature g INALAPP.FRM city of Tukwila with correction - notice issued Feb correction notice 2- - of Date 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 Us 0 ra N N W ; H u. WO J 1- W .. EiE I- O : E F—; W uj O O N O I- W uj I H V;. U. O ii E U.1 ~ O E SITE CRITERIA Kappler Architects P.S. Job No. 00134.22 VERSION 97.11111=DES 3 STORY Date 8/10/2000 Starting Plan No 2108 JK Lateral Analysis for: FOSTERVIEW ESTATES PLAN #2108 (MODIFIED) LOT 15 CITY OF TUKWILLA, WA. DUJARDIN DEVELOPMENT 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 M4 9314 '1 : 90831 SF SF SF SF SAIL AREA PLF FOR PERIMETER OF BUILDING UPPER FLOOR WALLS & ROOF (Roof+ 1/2 Upper Floor) MAIN FLOOR WALLS ( 1/2 Upper Floor +1 /2 Main Floor) LOWER FLOOR WALLS (1/2 Maln Floor +1 /2 Lower Floor) OTHER (Roof+ 1/2 Floor) KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 0013422- (ExpC)_Plan #2108 w Office 1997 -9 Lateral analysis worksheetl.xls Long Wall LATERAL DESIGN PER 1997 UBC "WET STAMPED" 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 atmecwo 4sea1.1.3041.' *4 0.36 14 ".; 0. s ari s "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default 75 % Reduction Short Wall /12 SF (for rho factor) FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default k viR 8/15/2000 PAGE 1 2000 - Zz/ WALL HEIGHT Ce Cq qs Iw 0 -15' P= 1.06 1.3 16.40 1 22.60 PSF 20' P= 1.13 1.3 16.40 1 24.09 PSF 25' P= 1.19 1.3 16.40 1 25.37 PSF 30' P= 1.23 1.3 16.40 1 26.22 PSF REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability/Redundancy Factor: P = 2 - ( 20 / ( r max ((sq. root of AB))) VALUE USED where: AB Ground floor area of structure Ae r max = Max element - story shear ratio square root r max = r i / story shear r I = element story shear x Iw (10 / Iw) element shear hw (LENGTH) P= I 0.54 I therefore use DESIGN CRITERIA FOR WIND ANALYSIS WIND PER SECTION 1618 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor VALUE USED Ce = Cq = qs = Iw = 1.06 1.30 16.40 1 WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) ri= A614 % r i story shear r max = I 5140 1 14105 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 1409 38 51401 0.36 WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 10.0 (P) Upper Floor (Main walls) 9.0 (P) Main Floor (Lower walls) 10.5 #NIA 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 001 3422- (ExpC) Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xls PSF PLF 26.22 25.37 22.60 0.00 262 228 237 0 SF # FT # FT #FT # FT 8/15/2000 PAGE 2 (P) Roof (Upper walls) 12 1177 SF 14124 ADDITIONAL LOAD 0 1177 SF 0 S / S EX. WALLS 10 100 8 8000 F / B EX. WALLS 10 64 8 5120 INTER. WALLS 8 82 8 5248 Roof (Upper walls) 32492 29 942268 942268 0.4676 6595 Upper Floor (Main walls) 36023 20 720460 1662728 0.3575 5043 Main Floor (Lower walls) 32051 11 352561 2015289 0.1749 2468 (P) Upper Floor (Main walls) 15 1177 SF 17655 S / S EX. WALLS 10 100 8 8000 F / B EX. WALLS 10 64 8 5120 INTER. WALLS 8 82 8 5248 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 36023 (P) Main Floor (Lower walls) 15 906 SF 6795 S / S EX. WALLS 10 100 11 11000 F / B EX. WALLS 10 64 11 7040 INTER. WALLS 8 82 11 7216 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 32051 #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 .f+ DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16b0. 16N BASE SHEAR: Vb= (3.OxCa /R)W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load BUILDING LOADING DEAD LOADS 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 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS PSFI LONG WALL ISHORT WALLI WEIGHT BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W STORY SHEAR Wi TOTAL WEIGHT W= BASE SHEAR: Vb= 0.1964 100566 19748 Wihi / sum hi (Plate Ht.) Wi xhi sum Hi x hi Wihi TOTAL FLOOR FORCE: Vi= KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 001 3422- (ExpC) Plan #2108 w_Office 1997 -9 Lateral analysis worksheetl.xls 32492 # 100566 VWRKING STRESS WOOD DESIGN 1.4 2604996 *load reduced by half due to plan configuration of front wall being concrete Not included in total 14105 # Vi 14105 8/15/2000 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d Eggs SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 145 145 151 0 # FT # FT # FT # FT SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS 262 491 728 # FT # FT # FT M= 45410391.96 T =C= 1419074.749 10.5 ?<' 135149.98 ALOW.Ft= 16.5 86004.53'. '1081 1.33 143.64 #/NAIL �a. . 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING 4822.6841 #FT 731.501 1050.71 # /BOLT 2.33! FT O.C. # /BOLT 51 FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 001 3422- (ExpC) Plan #2108 w_Office_1997 -9 Lateral analysis worksheetl.xls 985662.5 14105 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A 525 1.33 9879.38 NAILS Not included in total 145 145 151 0 262 228 237 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 8/15/2000 PAGE 4 V W h Wh F Roof (Upper walls) 14105 32492 10 324920 4650 Upper Floor (Main walls) 14105 36023 9 324207 4640 Main Floor (Lower walls) 14105 32051 10.5 336536 4816 #N /A 14105 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d Eggs SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 145 145 151 0 # FT # FT # FT # FT SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS 262 491 728 # FT # FT # FT M= 45410391.96 T =C= 1419074.749 10.5 ?<' 135149.98 ALOW.Ft= 16.5 86004.53'. '1081 1.33 143.64 #/NAIL �a. . 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING 4822.6841 #FT 731.501 1050.71 # /BOLT 2.33! FT O.C. # /BOLT 51 FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 001 3422- (ExpC) Plan #2108 w_Office_1997 -9 Lateral analysis worksheetl.xls 985662.5 14105 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A 525 1.33 9879.38 NAILS Not included in total 145 145 151 0 262 228 237 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 8/15/2000 PAGE 4 #N /A 2.75 0 3.5 0 0 0 Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 0 6679.56 0 #N /A =` i #N /A' %??) Mo= Wall(DL) Roof (DL) Mr- T =C REQUIRED #N /A 220 #N /A 280 #N /A 0 #N /A 0 #N /A 0 MIN PLATE NAILING #N /A INC O.C. 201.67 0 326.67 0 0.00 0 2383.19 0 #DIV /01 0 2- CS16 -30 0 2- CS16 -30 0 #DIV /01 0 #DIV /01 0 REQUIRED 0 CS16 -30 0.00 #DIV /01 0.00 7 INC 0.C. 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A 10.5 2.75 2.72 3.5 0 0 307 -, 'z1 4` °`A Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 6753.23 6679.56 8595.03 2455.72 2455.72 MIN PLATE NAILING 6 INC 0.C. 220 217.6 280 0 0 0 0 0 0 0 201.67 197.29 326.67 0.00 0.00 2382.39 2383.19 2362.39 #DIV /01 #DIV /01 2- CS16 -30 2- CS16 -30 2- CS16 -30 #DIV /01 #DIV /01 21.75 13.5 10 0 0 0 243 r 1sP1;414`r:il Mo= 26212.44 19416.62 0.00 0.00 0.00 MIN PLATE NAILING 18 INC O.C. Wall(DL) 1080 800 0 0 0 0 Roof (DL) 0 0 0 0 0 0.00 Mr= 4860.00 2666.67 0.00 0.00 0.00 NA T =C 1581.66 1675.00 #DIV /01 #DIV /01 #DIV /01 MIN PLATE NAILING REQUIRED CS16 -30 CS16 -30 #DIV /01 #DIV /01 #DIV /01 7 INC 0.C. 8.25 4 18 0 0 0 98 1gP1 =6,. 2#.) Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 3146.83 14160.74 0.00 0.00 0.00 MIN PLATE NAILING 18 INC O.C. 320 1440 0 0 0 0 0 0 0 0 426.67 8640.00 0.00 0.00 0.00 680.04 306.71 #DIV /0I #DIV /01 #DIV /01 NA NA _ #DIV /01 _ #DIV /01 #DIV /01 SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 262 8 I- z 0 u- 2/3DL REACTION HOLODOWN 262 2/3DL REACTION HOLDDOWN 262 o: 2/3DL 5. d REACTION HOLDDOWN 262 2/3DL REACTION HOLDDOWN TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH a a a 0013422- (ExpC)_Plan#2108 w_Office_1997-9 Lateral analysis worksheetl.xls WALL SEGMENTS b c b b b c c c d d d d e e SHEAR V WALL TYPE e e 8/15/2000 Page 5, Upper Floor 16 10 12.5 0 0 0 112 ;"" P1-6'" _'_ Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 8950.99 11188.74 0.00 0.00 0.00 MIN PLATE NAILING 15 INC O.C. 800 1000 0 0 0 0 0 0 0 0 2666.67 4166.67 0.00 0.00 0.00 628.43 561.77 #DIV /01 #DIV /01 #DIV /01 NA NA #DIV /0l _ #DIVl01 #DIV /01 #N /A 27 0 0 0 0 0 Mo= Wall(DL) Roof (DL) Mr- T =C REQUIRED 0 6876.98 0 #N /A 1;•;r4', #N /A = :r) Mo= Wall(DL) Roof (DL) Mr- T =C REQUIRED #NIA 2160 #NIA 0 #NIA 0 #NIA 0 #N /A 0 MIN PLATE NAILING #NIA INC O.C. 19440.00 0 0.00 0 0.00 0 117.88 0 #DIV /01 0 NA 0 #DIV /01 0 #DIV /01 0 0 0 0.00 0.00 0.00 0.00 0.00 #NIA #NIA #NIA #NIA #NIA #NIA #NIA #NIA _ #NIA #N /A #N /A 27 0 0 0 0 0 Mo= Wall(DL) Roof (DL) Mr- T =C REQUIRED 0 6876.98 0 #NIA J =`,n ? #N /A.;1 Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #NIA 2160 #NIA 0 #N /A 0 #N /A 0 #N /A 0 MIN PLATE NAILING #NIA INC O.C. 19440.00 0 0.00 0 0.00 0 117.88 0 #DIV /01 0 NA 0 #DIV /01 0 #DIV /01 0 0 0 0.00 0.00 0.00 0.00 0.00 #N /A #NIA #NIA #N /A #NIA #NIA #N /A #NIA #NIA #NIA I 16 27 14 0 0 0 61 In ; I Mo= Wall(DL) Roof (DL) Mr- T =C REQUIRED 13262.75 6876.98 0.00 0.00 0.00 MIN PLATE NAILING 28 INC O.C. 2160 1120 0 0 0 0 0 0 0 0 19440.00 5226.67 0.00 0.00 0.00 - 228.79 117.88 #DIV /oI #DIV /01 #DIV /01 NA NA #DIV /01 #DIV /0I #DIV /01 FRONT TO BACK UPPER FLOOR Load Ht. 8 I- = CD UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 LU J 157 2/3DL REACTION HOLDDOWN 262 W e: 2/3DL v REACTION HOLDDOWN I 262 Z J 2/3DL v REACTION HOLDDOWN 157 2/3DL REACTION HOLDDOWN TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH a a a WALL SEGMENTS b c b b a b 0013422- (ExpC) Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xis c c c d d d d e e e e SHEAR V WALL TYPE 8/15/2000 Page 6, Upper Floor 4 2.5 2 0 0 0 436 L'RP , " "_ Mo= Wall(DL) Roof (DL) Mr= T =C 1EQUIRED 8721.30 6977.04 0.00 0.00 0.00 MIN. LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 4 INC O.C. 200 160 0 0 0 0 0 0 0 0 166.67 106.67 0.00 0.00 0.00 3421.85 3435.19 #DIV /0I #DIV /01 #DIV /01 STHD 14 STHD 14 #DIV /01 #DIV /01 #DIV /01 26.5 9 4.5 4.5 3 5.5 491 1' ; 310? " ? Mo= Wall(DL) Roof (DL) Mr= T =C R EQUIRED 35321.27 17660.64 17660.64 11773.76 21585.22 MIN PLATE NAILING 4 INC O.C. 720 360 360 240 440 0 0 0 0 0 2160.00 540.00 540.00 240.00 806.67 3684.59 3804.59 3804.59 3844.59 3777.92 STHD 14 HTT22 w/ SSTB24 HTT22 w/ SSTB24 HTT22 w/ SSTB24 HTT22 UP & DN w/ 5/8 ALL THRAED I #NIA 0 0 0 0 0 0 0 0 0 0 # #N /A ).r$-;.f #N /A, s r 8.25 3.5 5.5 0 0 0 450 ( P1- 3s.roll Mo= 12591.38 19786.45 0.00 0.00 0.00 Wall(DL) 280 440 0 0 0 Roof (DL) 1080 1980 900 0 0 Mr= 1586.67 4436.67 0.00 0.00 0.00 T =C 3144.20 2790.87 #DIV /01 #DIV /01 #DIV /01 MIN PLATE NAILING HTT22 UP & DN w/ 5/8 ALL 2- CS16 -30 #DIV /01 #DIV /01 #DIV /01 1EQUIRED THRAED 4 INC O.C. SHEAR WALLS RIGHT TO LEFT MAIN FLOOR Load Ht. MAIN FLOOR Load Ht. 8 HOLDDOWN MAIN FLOOR Load Ht. 8 re 6 MAIN FLOOR Load Ht. 8 491 8 I.- z 0 u 2/3DL REACTION HOLDDOWN 491 2/3DL REACTION 491 2/3DL REACTION HOLDDOWN 491 2/3DL REACTION HOLDDOWN TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH a WALL SEGMENTS b c a a a b c WA;LL ON ANGLE b 0013422- (ExpC) Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xls c d d d d SHEAR V WALL e TYPE e e 8/15/2000 Page 7, Main Floor SHEAR WALLS RIGHT TO LEFT MAIN FLOOR Load Ht. MAIN FLOOR Load Ht. 8 HOLDDOWN MAIN FLOOR Load Ht. 8 re 6 MAIN FLOOR Load Ht. 8 491 8 I.- z 0 u 2/3DL REACTION HOLDDOWN 491 2/3DL REACTION 491 2/3DL REACTION HOLDDOWN 491 2/3DL REACTION HOLDDOWN TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH a WALL SEGMENTS b c a a a b c WA;LL ON ANGLE b 0013422- (ExpC) Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xls c d d d d SHEAR V WALL e TYPE e e 8/15/2000 Page 7, Main Floor 16 18.5 11.5 5 0 0 176 I 4 > Fap1.6 ' = + -' Mo= Wall(DL) Roof (DL) Mr= T =C 1EQUIRED 26093.93 16220.55 7052.41 0.00 0.00 MIN PLATE NAILING 10 INC O.C. 1480 920 400 0 0 1165 1305 630 0 0 16310.83 8529.17 1716.67 0.00 0.00 528.82 668.82 1067.15 #DIV /01 #DIV /01 NA NA STHD 14 #DIV /0I #DIV /01 #N /A 23 0 0 0 0 0 Mo= Wall(DL) Roof (DL) Mr- T =C 1EQUIRED 0 20980.93 0 #N /A 1tNN /A "L "4311 Mo= Wall(DL) Roof (DL) Mr= T =C 1EQUIRED #NIA 1840 #N /A 0 #N /A 0 #N /A 1710 #N /A 0 MIN PLATE NAILING #N /A INC O.C. 29976.67 0 0.00 0 0.00 0 210.84 0 #DIV /01 0 NA 0 #DIV /01 0 #DIV /01 0 0 0 0.00 0.00 0.00 0.00 0.00 #N /A #N /A #NIA #N /A #N /A #N /A #N /A #N /A #N /A _ #NIA I #N /A 23 0 0 0 0 0 Mo= Wall(DL) Roof (DL) Mr- T =C 1EQUIRED 0 20980.93 0 #NIA I ';'.i z! t #N /A >,' ,?I Mo= Wall(DL) Roof (DL) Mr= T =C 1EQUIRED #N /A 1840 #N /A 0 #N /A 0 #N /A 1710 #N /A 0 MIN PLATE NAILING #N /A INC O.C. 29976.67 0 0.00 0 0.00 0 210.84 0 #DIV /01 0 NA 0 #DIV /01 0 #DIV /01 0 0 0 0.00 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A 16 23 17 0 0 0 154 l r . P1=610:41 Mo= Wall(DL) Roof (DL) Mr- T =C 1EQUIRED 28385.96 20980.93 0.00 0.00 0.00 MIN PLATE NAILING 11 INC O.C. 1840 1360 0 0 0 2070 1710 0 0 0 29976.67 17396.67 0.00 0.00 0.00 -69.16 210.84 #DIV /01 #DIV /01 #DIV /01 NA NA #DIV /01 #DIV /01 #DIV /01 FRONT TO BACK MAIN FLOOR Load Ht. 8 I- = 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 o: 2/3DL tit v REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 386 491 491 th Z J 2/3DL v REACTION HOLDDOWNI 386 2/3DL REACTION HOLDDOWNI TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH a a a TRIB.LENGTH a WALL SEGMENTS b C b b b 0013422- (ExpC) Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xis C C C d d d d e e e e SHEAR V WALL TYPE 8/15/2000 Page 8, Main Floor #N /A 9 0 0 0 0 0 Mo= Wall(DL) Roof (DL) Mr= T =C 2EQUIRED 0 25054.86 0 #N /A • r,' #N /A 1 Mo= Wall(DL) Roof (DL) Mr= T =C 1EQUIRED #N /A 990 #N /A 0 #N /A 0 #N /A 2805 #N /A 0 SITS ON CONCRETE STEM WALL MIN PLATE NAILING #N /A INC O.C. 11385.00 0 0.00 0 0.00 0 3418.76 0 #DIV /01 0 STHD 14 0 #DIV /01 0 #DIV /01 0 0 0 0.00 0.00 0.00 0.00 0.00 #N /A #NIA #NIA #N /A #N /A #N /A #N /A #N /A #N /A #N /A I #N /A 9 0 0 0 0 0 Mo= Wall(DL) Roof (DL) Mr= T =C 2EQUIRED 0 25054.86 0 #N /A ., ?:r? #N /Ar: ~, Mo= Wall(DL) Roof (DL) Mr= T =C 2EQUIRED #N /A 990 #N /A 0 #NIA 0 #N /A 2805 #N /A 0 MIN PLATE NAILING #N /A INC O.C. 11385.00 0 0.00 0 0.00 0 3418.76 0 #DIV /01 0 STHD 14 0 #DIV /01 0 #DIV /01 0 0 0 0.00 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A _ #N /A #N /A 1 #N /A 8.25 9 5.5 0 ': 0 0 414 IN t?SP1 =3v 34n:I Mo= Wall(DL) Roof (DL) Mr= T =C 2EQUIRED 40998.87 25054.86 0.00 0.00 0.00 MIN PLATE NAILING 4 INC O.C. 990 605 0 0 0 2805 2805 0 0 0 11385.00 6251.67 0.00 0.00 0.00 3290.43 3418.76 #DIV /01 #DIV /01 #DIV /01 STHD 14 STHD 14 #DIV /01 #DIV /01 #DIV /01 SHEAR WALLS RIGHT TO LEFT LOWER FLOOR Load Ht. I- z U. LL LOWER FLOOR Load Ht. 11 5 LOWER FLOOR Load Ht. 11 728 11 2/3DL REACTION HOLDDOWN 728 2 /3DL REACTION HOLDDOWN 728 2/3DL REACTION HOLDDOWN TRIB.LENGTH LOWER FLOOR TRIB.LENGTH Load 728 Ht. 11 Mo= Wall(DL) Roof (DL) 2/3DL Mr- REACTION T =C HOLDDOWN REQUIRED TRIB.LENGTH TRIB.LENGTH a a a a WALL SEGMENTS b c b b b 0013422- (ExpC) Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xis c C c d d d d e e SHEAR V WALL TYPE 26.5 16 90526.97 1760 0 9386.67 5071.27 ON CONC 4.5 25460.71 495 742.50 5492.94 ON CONC 12 67895.23 1320 0 5280.00 5217.94 ON CONC 5 28289.68 550 750 2166.67 5224.60 HTT22 w/ SSTB24 ;s P2444 0 0.00 0 0 0.00 #DIV /01 #1 /01 514 ';'t SITS ON C • e e WALL MIN PLATE NAILING CRETE STEM 3 INC O.C. 8/15/2000 Page 9, Lower Floor #N /A 0 0 0 0 0 #NIA = :ir• #N /Ai. Mo= Wall(DL) Roof (DL) Mr= T =C 2EQUIRED #N /A #N /A #N /A #NIA #N /A SITS ON CONCRETE STEM WALL MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0,00 #N /A #N /A #N /A #NIA #N /A #N /A #N /A #N /A #N /A #N /A USE P1.6 AT CRIPPLE WALL LOCATIONS DUE TO GRADE #NIA 0 0 0 0 0 0 Mo= Wall(DL) Roof (DL) Mr= T =C 2EQUIRED 0 #N /A 0 #N /A I+v:: #N /Alvah Mo= Wall(DL) Roof (DL) Mr= T =C 2EQUIRED #N /A 0 #N /A 0 #N /A 0 #N /A 0 #N /A 0 MIN PLATE NAILING #N /A INC O.C. 0.00 0 0.00 0 0.00 0 #N /A 0 #N /A 0 #N /A 0 #N /A 0 #N /A 0 0 0 0.00 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A 0 0 0 0 0 0 Mo= Wall(DL) Roof (DL) Mr= T =C 2EQUIRED 0 #N /A 0 #N /A I T ;, #N1A'i":A ") Mo= Wall(DL) Roof (DL) Mr= T =C 2EQUIRED #NIA 0 #N /A 0 #N /A 0 #N /A 0 #N /A 0 MIN PLATE NAILING #N /A INC O.C. 0.00 0 0.00 0 0.00 0 #N /A 0 #N /A 0 #N /A 0 #N /A 0 #N /A 0 0 0 0.00 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A _ #N /A #NIA 0 0 0 0 0 #N /A t! ; a #N /As xs it Mo= Wall(DL) Roof (DL) Mr= T =C 2EQUIRED #N /A #N /A #N /A #N /A #N /A SITS ON CONCRETE STEM WALL MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 #N /A #N /A #NIA #N /A #N /A #N /A #N /A #N /A #N /A #N /A USE P1-6 AT CRIPPLE WALL LOCATIONS DUE TO GRADE FRONT TO BACK LOWER FLOOR Load Ht. 11 I- LOWER FLOOR Load Ht. 11 LOWER FLOOR Load Ht. 11 w J 2/3DL U REACTION HOLDDOWNI LOWER FLOOR Load Ht. 11 2/3DL REACTION HOLDDOWNI 2/3DL REACTION HOLDDOWN 2/3DL REACTION HOLDDOWNI 728 728 728 728 TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH a a a a WALL SEGMENTS b c b C d b b 0013422- (ExpC) Plan#2108 w Office_1997 -9 Lateral analysis worksheetl.xls c d e e e e SHEAR V WALL TYPE 8/15/2000 Page 10, Lower Floor ,WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K:\\KAA\\00\\00134\\0013422.WS BG Wall 2' BG Slab 2' On Grade Slab Floor Glazing @15 Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component BG-Wall R13 Batt 2' depth " zp,G Slab On Grade Slab R5 2' horizontal Floor R19 vented Joist 16oc "Glazing @15P6 **vinyl clr/air Site: DUJARDIN PLAN 21088 w/OFC LOT 15 Homeowner: 4 COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Description REFERENCE 711 11.73 Analyst: MATT MERCER Jurisdiction: Utility: House Type: Single Family Floor Area: 3014 ft2 Weather Data: Seattle, WA Climate Zone: 1 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. PROPOSED 713 Btu/hr-F 11.72 kWh/ft2-yr U-0.043 F-0.690 F-0.540 U-0.041 U-0.650 U-0.390 U-0.062 U-0.036 ACH-0.350 Value U-0.056 F-0.673 F-0.700 U-0.041 U-0.490 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non-standard values - check calculation of thermal value. Page 1 08/15/80 HOUSE ID: 00134.22 Reference Value X Area Reference UA 711.2 X Area = UA 930 32ft 119ft 1299 463.0 UA 52.1 21.5 83.3 53.3 226.9 930 40.0 32ft 22.1 119ft 64.3 1299 53.3 452.1 293.9 54.0 21.1 2740 169.9 1299 46.8 28299ft3( 181.3) WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K: \ \KAA \ \00\ \00134 \ \0013422.WS Doors Wood 1 3/8 ", solid flush AG Wall R19 STD Lap Wood R13 STD Lap Wood Ceiling R38 blown Attic STD baffled Infiltration Standard Air Sealing Struc Mass `HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses(% Dsn Load): Total Load: System Size(Output): Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size ( %Over) : Annual Cool Requirement: Solar Access: PROPOSED DUCT SYSTEM SUPPLY RETURN Light Frame, Sheetrock walls Location PROPOSED Gas Furnace DEFAULT 78 % a 63 % 0 Vented crawlspace Attic or garage 0.60 46406 Btu /hr 10060 Btu /hr(22 %) 56466 Btu /hr 84500 Btu /hr (150 %) 175 MBtu $ 980 Integrated Spot & Whole House 0.0 () Btu /hr tons ( @125 0 ) kWh /yr Partially Shaded Page 2 R- 8.0 R- 8.0 U -0.390 U -0.062 U -0.082 U -0.031 ACH -0.350 Proposed UA M- 3.000 3014 Avg Rvalue Surface Area 602.8 ft2 120.6 ft2 HOUSE ID: 00134.22 54.0 21.1 463 28.7 2266 185.8 1299 40.3 28299ft3 (181.3) 08/15/80 712.9 9042 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K:\\KAA\\00\\00134\\0013422.WS HOUSE ID: 00134.22 GLAZING ORIENTATION PROPOSED PROPOSED South : 115.7ft2 North : 115.7ft2 Southeast : Northwest : ' East : 115.8 West : 115.8 Northeast : Southwest : Eff S Glz: 5.1% Th • Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather • conditions, occupant lifestyle and other factors. Page 3 08/15/80 • • • • 1-5!-, u. • • • a • •, • z WW 2 mr . Kappler Associa Architects JOB NAME: Dujardin Development Fosterview Estates For Lot 16 DATE: 8/12/2000 "JOB NUMBER 00134.22 BY: SRU Copyright 1994 WINDOW TOTALS ROOM NAME IN FEE I N FEET) IN SQUARE FEET) (HOW MANY) I (IN SQUARE P ET) I (IN SQUARE FEET) LO ER FLOG BASEMENT 5.00 5.00 25.001 1.00 I 40.02 BASEMENT 6.00 6.67 I TOTAL MAIN 115.02 MAIN FLOOR DINING 4.00 5.00 20.00 2.00 40.00 ", 5.00 5.00 25.00 2.00 50.00 FAMILY 6.00 6.67 40.02 1.00 40.02 5.00 5.00 25.00 2.00 50.00 2.50 5.00 12.50 2.00 25.00 ENTRY 1.00 6.00 _ 6.00 1.00 6.00 TOTAL UPPER 211.02 UPPER FLOOR MASTER BEDROOM 6.00 4.00 24.00 1.00 24.00 2.00 4.00 8.00 1.00 8.00 BEDROOM #2 6.00 4.00 24.00 1.00 24.00 BEDROOM #3 6.00 4.00 24.00 1.00 24.00 LAUNDRY 4.00 3.50 14.00 1.00 14.00 OFFICE 4.00 3.50 14.00 1.00 14.00 5.00 4.50 22.50 1.00 22.50 MASTER BATH 2.00 _ 3.00 6.00 1.00 6.00 TOTAL UPPER 136.50 SUMMARY TOTAL GLAZING SQ. FT. 462.540 TOTAL HOUSE SQ. FT. 3,014.00 Glazing % 15.3% 8/15/2000 0013422 - Glazing.xls ng rn w co u., w 0 } ' e J ca H W I- 11J w 3 OO ON O I_ W u O W Z I ;! N f ::j',...` TERRA ASSOCIATES, Inc. t"'•`' . ..,•••••• "" Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 . Snohomish, Washington -98291 • Subject: - Plan Review • Fosterview Estates, Lot 15 Tukwila, Washington Reference:.. Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., . December 16, 1998 • Dear Mr. Fowler:' As requested, we reviewed architectural plans prepared for Lot 15 of the Fosterview Estates project. The purpose of . o u r review was to verify ,that the plans are in conformance with the recommendations presented in the • compilation provide - reconunendations, as required. referenced report Project Description .' • We reviewed the following plans: •'Sheets P2.2, and P2.5, Architectural Plans • ' Sheet P6.4, Site Section for Lot 15 The project plans we *reviewed, prepared by Kappler Architects, P.S., indicate that a three -story, wood - framed, single - family residence will be constructed on the lot. The main floor, including the entry and garage areas, will be at Elev. 150. The daylight basement level will be at approximate Elev. 138. The basement may be constructed with a slab -on -grade floor. To achieve the planned finish grades, it is anticipated that temporary excavations of up to six feet will be required. Fills ' up to nine feet thick may be required for the access driveway construction. It is not anticipated that any significant fills will be placed at any other location on the lot. After completion of foundation walls, excavations will be backfilled. In some area, a Keystone wall or concrete retaining wall may need to be constructed to aid in maintaining finish grades. Sheets P1.O and P1.1, Architectural Site Plans May 26, 2000 Project No. T- 1515 -2 . 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra@terra- associates.com tYr. Bill Fowler May 26, 2000 • • Excavations and Earthwork 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. The site plan indicates that temporary excavations of up to six feet may be required to construct the foundation for • the lower level of the residence. It is expected that the excavation will be made through previously placed • recycled concrete and native soil 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 used 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. Minor Keystone and/or concrete walls, may be, required to accommodate grade differences on slopes adjacent to the houses. These walls should be designed to support the pressures given below for retaining walls. Rockeries should not be used as retaining .Rockeries up to 30 inches high may be used for landscaping purposes: Foundations. • The foundation excavation on this lot may extend through the structural fill into competent native soils.' The soils are moisture sensitive, and subject to disturbance in wet weather: If the bearing soils' become disturbed, they should be over and replaced by materials, such as recycled concrete, or quarry spalls. •• :. ' ' • The foundations, should be designed and constructed in accordance with the recommendations presented in the referenced report compilation: The foundations should. be designed for an allowable bearing capacity of 2,000 • ..psf.. • Walls supporting backfill should be designed as retaining structures and should be provided with adequate subsurface drainage. The walls should be designed to support an equivalent fluid weight of 35 pounds per cubic foot (pcf), assuming ' a horizontal backfill configuration. A uniform lateral pressure of 100 pounds per square foot' (psf) should be added for restrained conditions. A uniform pressure of 60 psf should also be added for walls • adjacent to the driveway and garage. The lateral loads may be resisted by friction between the base of the footings, floor slabs, and the supporting subgrade, as well as passive pressures acting on the face of the foundations. A friction factor of 0.4 may be used. In addition, a passive pressure corresponding to an equivalent fluid weighing 200 pcf may be used. The upper 18 inches of foundation penetration should be neglected in the passive pressure computation Project No. T- 1515 -2 Page No. 2 4 Mr. Bill Fowler May 26, 2000 Sincerely yours, TERRA ASSOCIATES, INC. Costa Philippides Engineer A representative of Terra Associates, Inc. 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. " :44 04 4 6--AP /0O Anil Butail, P.E. Principal CP /AB:ko cc: Mr. Jo Ida er Architects, P.S. iot Project No. T- 1515 -2 Page No. 3 Jamieson Consulting Job No. 20181 RETAINING WALL FOR FOSTERVIEW ESTATES TUKWILLA, WASHINGTON I EXPIRES 8/23/0/ 5 1 2 010 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 JAMIESON CONS' :TING • . sa j C Consulting Engineering & Project Mancgetnent • 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 t' ^5) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 4.67 50 0.67 0.67 0.67 0.67 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w toe heel Lf fs fs2 Lt/3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 5.34 2.01 1,495 1,732 0.67 0.42 1.34 499 207 1.519 888 1,349 1,010 1,094 375 467 202 1.67 1.00 1.00 1.00 ft ft ft ft ft ft ft # / ft2 # / ft2 n ft # - ft # -ft # - ft ft ft ft ft 14.1 Cla A,7 .207 = 21 JCS NAME Fe;sr vl EW JO? NO. 20 I 2Y �al Z DATE SHEET NO. CF S COMMENT 25G0 l _ 40 les, z°: = 411 e- ��I irt &"0,c, Clerk Foonmv6 spA4us = 2 #4 4 �= 0367 /I,i: /4f 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 S tl tl 6#4 WP 1111111 g4 vac, C- (4i W 4 4j gVac, 4 � EA)D S � (3) #4car S" Sn 3 L I w - O g a z - o 2 a CO ` I— w W V; - 0 w z co 0 z 4 INPUT 35 0.267 JAMIESON CONST'^TING Consulting Engineering & Project ,,.unagement 5.33 50 0.67 0.67 0.50 1.33 NAME EFP Cf a w4 w t toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 # / ft3 ft ft ft ft ft JG ZSGo Pi , 1 0 K S / ,4 =/, NM) STEEL/ CIAFee 5P4V Fox 5a0/ A 5:. O 4I4 2- 23 Zo, 50/V /Y1gy 009 28 JOB NAME OUTPUT UNITS COMMENT Fosrp7 JOB NO. 2.0 Si ( BY 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 DATE TYPICAL CANTILEVERED RETAINING WALL Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness .Footing thickness Length of toe Length of heel 6.00 ft Overall height of equivalent fluid 2.50 ft Total footing width 1,643 # / ft2 Soil bearing if X is In mid 1/3 1,724 #1 ft2 Soil bearing if X is not in mid 1/3 0.83 ft 0.65 ft Location of resultant force 1.66 ft 630 # Total horizontal force 180 # Net sliding force per foot • 1.871 Net factor against overturning 1,260 # - ft Overturning moment 2,358 # - ft Resisting moment 1,502 # - ft Ultimate moment for concrete design 1,685 # Total weight on footing 851 # Soil weight on heel (120 pcf) 533 # . Weight of wall 251 # Weight of footing 1.83 ft /' 0.83 ft 1.25 ft 0.83 ft 3`'cGZ SHEET NO. OF (1 • 60. ell :(1 . ¢G /o'otc, A- —r 7 IY A2 (3) 44co#Jr l �n JC JAMIESON CONSUT -- ING Consulting Engineering & Project Afu... gement 901 KIRKLAND AVE STE B•1 • KIRf{LA ND WA 98033 t ' - ‘) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge 6 0.67 0.67 2.00 0.83 NAME OUTPUT EFP Cf a w t 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 UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft Pc 2509 ' 40 KSI 3,67P/ r (r77 K/ )4" A= O, ,', / 4 e g'o c , 11 1/ 4 4e At- 1,99 =475 �(b 51/D /111>: FpofinlG 5PAAl5 /0,elzo/t174 JOB NAME F 9 E ( E I JOB NO. 2 DATE BY SHEET NO. '5 COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of ,Safety = 1.5) Height of earth above "base" Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment • Resisting moment Ultimate moment for c ncrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing II 1=-Ifil:7- I1 • w k N ^�, L (z)44.7Pr �I OF TIL 11 :6 4kele leac .04 . f lo' "orc, i'L 4 J�8r/ O ,c, s) .g ¢ camr Ah it /0" 8 /0 J JAMIESON CONSUT TING Consulting Engineering & Project h..4gement 901 KIRKLAND AVE STE 8.1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803-3289 INPUT 35 0.267 7.33 0.67 0.67 1.33 2.00 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME OUTPUT EFP Cf a w t toe heel H 8.00 Lf 4.00 fs 1,770 fs2 1,831 Lf /3 1.33 X 1.09 2Lf /3 2.66 F • 1,487 Fk 687 FS 1.754 Mot 4,330 Mr 7,595 Mu 6,189 W 2,994 w1 1859 w2 733 w3 402 x1 3.00 x2 1.66 x3 2.00 UNITS COMMENT # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft 2500 psi =.4,0 Ksr C, z K' dr. 6' 4 o37' -ir,-4a6 //VD t/ el" g- #4&-l2 Af z's ' 5'.25' ' IIVG 5P4?VS /,2z , L - 22 Yu= 444- b.--e" d -42 As= of 3 be- (3) JOB NAME F �`-� -v / JOB NO. 20/e/ GATE SHEET NO. OF 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 • 1'4" 6 BY "72)J?- ltr • • c`.. I i=7-111 ;TAL 4 I Y "c!- eJe6'o,c, .` x3' Gl 4 1'o• c ( >k ¢ coN r z0" .JC JAMIESON CONSLTING Consulting Engineering & Project Mancgement ,, 901 KIRKLAND AVE STE B.1 • KIRKLAN'D WA 98033 • ^S) 803.2581 • FAX (425) 803 -3289 (It °Z5co 7r -� = 40 Ks/ / g 6,07x' db , 0. 37,,11 Z. -1 S6r'orcr CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT 35 EFP 8 a 0.67 w 0.67 t 2.08 toe 0.67 heel H 8.00 Lf 3.42 fs 1,314 fs2 1,406 Lf /3 1.14 X 0.85 2Lf /3 2.28 F 1,120 FS 1.507 Mot 2,987 # - ft Mr 4,501 # - ft Mu 5,077 # - ft W 1,787 # w1 643 # w2 800 # w3 343 # x1 3.08 ft x2 2.41 ft x3 1.71 ft F/D fI /I � roe 7 UNITS COMMENT # / ft3 Equivalent fluid pressure . ft Height of earth above base slab ft Wall thickness ft Footing thickness ft Length of toe ft Length of heel ft Overall height of equivalent fluid ft Total footing width #1 ft2 Soil bearing if X is in mid 1/3 # / ft2 Soil bearing if X is not in mid 1/3 ft ft Location of resultant force ft # Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight . oh'heei '(120 pcf) Weight of wall Weight of footing 245 #= 6:Z5' J02 NAME F 5 T_V« W JOB NO. ZO ,'f BY rA DATE SHEET NO., 7 OF _ • (z)41- roP 111-41-_ Uf 44/2 4 :4vo'ot c, �^ .04J 4oc ()-4t4 caur JAMIESON CONSr'rING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 2500 Psi 9,92 5 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT 35 10 0.67 0.83 2.25 1.25 NAME EFP a w toe heel H Lf fs fs2 Lf /3 x 2Lf /3 FS Mot Mr Mu W w2 w3 x1 x2 x3 • OUTPUT UNITS # / ft3 ft ft ft ft ft 10.00 ft 4.17 ft 1,811 # /ft2 1 ,932 # / ft2 1.39 ft 1.04 ft 2.78 ft 1,750 # 1.539 5,833 # - ft 8,979 # - ft 9,917 # - ft 3,019 4 # 1500 # 1001 # 519 # 3.54 ft 2.58 ft 2.08 ft 4 = 4ogsr #¢ bo Ins/ 5 d = 6" 4 =o.4/ Giz&o e`o.c, fiND i' /,tog 404c/040,6, 4If 26s' _ 6. Z5 Ar ..r. 1 � R,l` Joe NAME JOS NO DATE SHEET NO. ea 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 • kL rrevIEW 2 t 3 Sy 1>4 ( T° P 9 CO W O ura O . z � W U iO I_- w w} — lil Z UN 0 z • JC JAMIESON CONSL ZING Consulting Engineering 4 Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 / "5) 803.2581 • FAX (425) 803.3289 JOE NAME /-0 ✓e i VIEW JOB NO. 20 / 8l BY IN L • CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 12 a ft Height of earth above base slab 0.83 w ft Wall thickness ' 0.83 t ft Footing thickness 3.17 toe ft Length of toe 1.25 heel ft Length of heel H • 12.00 ft Overall height of equivalent fluid Lf 5.25 ft . Total footing width fs 1,850 # /ft2 Soil bearing if X is in mid 1/3 fs2 1,954 # / ft2 Soil bearing if X is not in mid 1/3 Lf /3 . 1.75 ft X 1.35 ft Location of resultant force 2Lf /3 3.50 ft F 2,520 # Total horizontal force FS 1.527 Net factor against overturning Mot 10,080 # - ft Overtuming 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 _ 40 g..5/ 4 4- =(; Ks1 ##5 ihizz ds 4- 0,53„vy, -fli, 'l /„ Foy 4 4& 12 , I c 0" i1 i = 3 ,5 4 14/ 1 2 7( 4 DATE SHEET NO., 7 OF • • 3'z" &6o,C Giz 60 - 3 lZ 'D,C, M#4 Car • , 5 3 `C.LIa ) N l q /D / - 3 • • 6. 1 C JANIIESON CONSt NG Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (s25) 803 -2581 • FAX (425) 803.3289 INPUT NAME OUTPUT UNITS COMMENT 35 12 0.83 0.83 3.33 1.83 EFP a w toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F FS Mot Mr Mu w1 w2 w3 x1 x2 x3 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 # - ft # - ft # - ft ft 5.08 3,75 ft 3.00 . ft # / ft3 ft ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft Location of resultant force - PC ....2 Ps/ 7 i-= 0X5/ 414- - - At. 23.5 dsa 75=7; 7://tIz/ 4 5 sdor i pito # Fog 4 /o'orc �,. \ � 0 o ik /14- - - 6.31 k/ / (/ /0" . v ' . a �o F` a Id' 5"ctgr; • O T V« IV JCB NAME JOB NO. Q OAT: SHEET NO.__ OF 3 76 /Or CANTILEVERED RETAINING WALL W/ BASE SLAB and 50 psf vehicle surcharge 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 Xis not in mid 1/3 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 NT • • • BY VJ Z vs. • ' r { 1 0" 'ore, d9c 4e l0 t °r e • i to "ed,5k1z secl-- Gv (-7) e4coitir • JC JAMIESON CONS .TING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 7.33 50 0.67 0.67 0,67 2.50 TYPICAL CANTILEVERED RETAINING WALL NAME EFP Cf a w4 w toe heel Lf fs fs2 Lf /3 X . 2Lf /3 F Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 OUTPUT UNITS COMMENT # / ft3 Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1,5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 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 #I0 VAT WDMIl& 77 SP,M, f/olz l z, N r OF P s/Ug ft ft ft ft ft ft ft # / ft2 # /ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft 4e-e"O F /illy fD # 40 /6 A= 99 JOB NAME JOB NO. DATE 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 / O tt a 9' al...6" 4s= 4.3,i►IZ- N Np • SHEET NO. OF n --II • RI / 7z fi c'ta •� 4L e'o,c, (S) BY (z) 4 tqP JC JAMIESON CONSU �.'ING Consulting Engineering & Project Management •. 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803.3289 INPUT 35 0.267 9.17 50 0.67 0.83 1.00 3.67 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 7 t = z5oo F► 1_40 Ksl 765'' fps= 0,47m/ 45OrC, Ffit/D " k 4- /o'o c, a= 317 1 �►7S' 4)0 VET SL D/ij& F 07 /AIG geoleiz, . 4//r o PASSIVE. 10.00 5.34 1,854 1,885 1.78 2.01 3.56 1,750 236 2.950 5,833 17,206 7,647 5,670 4038 917 664 3.50 1.33 2.67 1.33 ft ft ft ft ft ft ft # /ft2 # /ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft 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 desig Total weight on footing Soil weight on heel (120 pcf) Weight of wall ...�__ Weight of footing • SHEET NO. OF () skt ToP a012. - LGS'o -c, u 3 -'ol to brc. � ( &) 4- coituT 3 8 "ovrs) JC JAMIESON CONSU'L.ING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803 -3289 INPUT 35 0.267 11.17 62 0.83 0.83 1.50 4.67 TYPICAL CANTILEVERED RETAINING WALL NAME EFP Cf a w4 w t toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 JOB NAME JOB NO. BY DATE SHEET NO. OF OUTPUT UNITS COMMENT # / ft3 Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 12.00 7.00 1,850 1,969 2.33 2.91 4.67 2,520 228 3.476 10,080 35,033 13,821 8,584 6260 1391 872 4.67 1.92 3.50 1.92 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft 25C0 Fs/ -= 40 / Yip /3433g' d a4/ �� z 5 c 9'0. c, (6o) AJD I V''FoE 4 9 "orc, ij 475 f71- 775' 1 /A)G ; Fa,77116 bpktis iloivz, 10" NOT OF 77/11/A. 3 CCz 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 • *4 TOP 1 CO" q M I ' /0 • 4 -8 (Nr) TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 9829 Subject: Reference: Fowler: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 15 Tukwila, Washington Plan Review, Fosterview Estates, Lot 15, Terra Associates, Inc., dated May 26, 2000 As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 15 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: September 21, 2001 Project No. T- 1515 -2 REGVKW►LA G1 - 1 Y OF powq GENSER • Structural fill placement and compaction • Retaining wall installation • Foundation subgrades Garage and basement floor subgrades • Footing and retaining wall subsurface drainage Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 15 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 copies of our excavation examination memos delineating the foundation subgrade conditions noted during our site visits. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra ©terra- associates.com Dzoco-Z1l Mr. Bill Fowler September 21, 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 presentee is sufficient for your current needs. If you have any questions or require additional information, please call: &-a:217,:u BPK/AB:ae "o"'' r S 12'9/01 1, E c l w ", _ oottng xcavation Examination Reports (4) Mr. John Kappler, Kappler Architects N LL W > 0 ` w : z � W ; 0 H tu W' V Z. , w co =f ,Z. Project No. T- 1515 -2 Page No. 2 Gary Bumstead Construction Manager Dujardin Development PO Box 1059 Snohomish, WA 98291 RE: Concrete Foundation Retaining Walls Fosterview Site You have requested that our office review the concrete foundation retaining walls that are exposed. You desire to place wood siding down portions of these exposed concrete walls to enhance the visual esthetics of the Fosterview Homes. We think this is a good idea. In order to achieve this it: is perfectly acceptable to place a vertical pressure treated 2x4 in the formwork, • which will thereby cast this vertical 2x4 into the concrete retaining wall. So long as the 2x4 is pressure treated and placed in a vertical condition it will have no detrimental effect on the structural capacity of the concrete wall. I have reviewed this information with our Engineer, Doug Jamieson, and have received his approval. Please provide this letter as substantiation that we have reviewed and approved this condition for all of the foundation details that have been called out on our plans on sheet P 8. If you have any questions or comments, please do not hesitate to call. . u.�.........s..:,....Srua:u.� .....;:. t. u.<:: viu... u ..:.t:S.....»..�:I..:l:.ie�t.n. i:a::i ..... a,F.J. v.w,A.bx.CVCYl4du1:: KAPPLER ARCdftIIEU CC: Dave Larson, City of Tukwila Anil Butail, Terra Associates Doug Jamieson, Jamieson Engineers 9 5079 REGISTERLO C S", 1 AkCHITECT S1 P.S I�0t r CoinplCre Ili me plait it trio resource November 3, 2000 RECEIVED CITY OF TUKWILA NOV - .8 2000 PERMIT CENTER 14311 SE 16th Sneer . Edievue, MI 9S007 1.8uu.S8S.4517 . (425)641.532o . fax: (425)641.5315 www.finyy1;!rfionleyrans.com Teat Teat Location Depth (MI Soli Tyne Moisture Content r%) on oinsiiv'PCP". Femme � Comaxnen . Remarks 32`8' Le i V" 2• £14. 14 NZ baSrt..H ce rnar SGPi: A A R• I 117.3 4 • IS 3 29 id M.E. oR SIN( 3 ,- Lo 17 5(0 h. Io.2 I f 7 47 30 , ` ■ 01/04/2001 11:54 FAX 425 821 4334 Protract: Location: Weather: ev; } TERRA ASSOCIATES, Inc. s.6,-vt s 4 ( S Present At Site: TERRA ASSOCIATES Geotechnical Consultants (425) 821.7777 RECEIVED CITY OF TUKWILA JAN 0 5 2001 Field Density Test Data Copies To Project NO Memo No. (002/002 Daily Field Memo rats z i+4? • till t CONTRACTOR: DtslAttoit./ SIGNA URE FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED U= roB EQ I b, 'ono PROJECT NAME: T OSTEQ41 E FJ DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: BA6t=n t)POn) - r H E C7rJDi non1S TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 PROJECT NO ISIS -z. PROJECT LOCATION: I Ku ILA WA REPRESENTATIVE: GAR Bur1S7EM .(�T �" I S FOOTING EXCAVATION AMiLj QEsinE�JGE Pn-F vJ L, - Te.s7to B,r Tenna ric-/LL.E.c) OR5 2JFi TOO P(1 , ITS "T 2R1t ( m .on7 I HAT TH So 662ArE C oton rn 04,s Ex Pas EA I N - T4 -16 arb. 6 r?r f ! .o r �- ArLf . faoE 0..) ATE_ ron - ruf Z.or,o Ps f= &And/Ai enrc,ir7 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: 6 izi /5 ;7,0 riltili:�ia:W!3.liu H —.W l7a�S ". H �..�.. i.w• W ,1[:. ' •'.v • .�••„Igyytiy .. • • FOOTING EXCAVATION • FIELD CONDITIONS NOTED , 3 E NiNG Gtut2..C. FrrsriA/6 S : moo 7 /NG cal i c'cc 1v- #7z?,D e iztJ4 P / 7// NoR7H Caen/1 5 IN 7 Co ,r Atc7 s72 nigitt. of LOT N /5 L0? �/G L , �'oti s rs 77 At, r,�' / ' /6 , AN4 e 1 'et v co T f2P'cYCC el ni*1 e ,4-c C ' z' o /3 E 4 A 5 ) V! r• / � .G3 . 1 LAMA. /f 'usa✓ -ril? vt1+5 d A ct.47 -L S e.-0. S. to 77 N (.., Aeafc IA23<6' P 44v6 NON Wet ,OI4JG • . DATE FOOTINGS EXAMINED 3-4-01 PROJECT NO. /5 Z PROJECT NAME: FOSSr'e V/ ) CONTRACTOR: U3?4R41N • DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: die sc• > 6F 2.0100 Pry t3on_ A in/ , Lc) . .A.v Y 57r47%iOtMMG taut re ny: £c) s' 472 I✓ ' S IA- tO ,% ' flO V3 k- Fe),41 Aft o he '4 410,e - rt,4 (RL5 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 due to construction activity or rainfall should be removed prior to concrete placement. • SIGNATUR ceNIs. ,e,voe L TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT �r ff5' 4 c c' PROJECT LOCATION: / UreG../lLA REPRESENTATIVE: Cr el 7T ( I t1 7m; .4e551S 4,26 s c. COPY TO: 577C /e.c/7) ! -✓)APL err • - FOOTING EXCAVATION . FIELD CONDITIONS NOTED he . s „vldie rric, �,,, n o Eon // FO04;f 4 e4eg. S 4. O • ' 01 3 -Ael-ed /Jet. !/ vJet S .e-K c_ct.va 4 I 2.- i .—J-...s 4t) c )CCa.Vc`L4j /2 jnoh 1'0'7 96 r i. pre..s..a OJ s (y Co cir S e ` I Ole . lie . iLc hovto N fIS" 71l ex �,.P a vJ one ' - -hrer., Azvk / f iri / 6 zoc) es-4' ' tzu, ak t X s • FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 3-2Z-O PROJECT NAME: F FOT"1E•OAnf CONTRACTOR: I t.r:VbeiJ DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: SIGNATURE BERME K�rc.c TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 PROJECT NO. I SIS- PROJECT LOCATION: Tv K W L L!\ REPRESENTATIVE: -2-1 cr f0 U , S'L Y L , ✓,) S(r; 4Ti L I er r V lore 4 . cr zc . P r ? L lc r- l o .1c s . Are 6c Se rv-st or `tv A to L 1•4 weirog e r :'p r t r r cr^ C ,,w cif y 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: Sco 6Ti+,cr,co 1.4 nnwxtrw DATE FOOTINGS EXAMINED 5- PROJECT NAME: CONTRACTOR: FOOTING EXCAVATION EXAMINATION REPORT DESCRIPTION OF FOOTINGSCOVERED BY THIS REPORT: TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 PROJECT NO. 1573 2 s •TaC ✓l C PROJECT LOCATION: OKL✓/ LL .'1 REPRESENTATIVE: t�it2Y SJAIS7Zrvt4 FOOTING EXCAVATION RC"`7l?/N /rv() ; . 3 cat Lep hht // be - /ads i ' . f ' � S n FIELD CONDITIONS NOTED 6" - 7a /Z- /A/C /ff34 /A/76 /nor PAcTr1 RCZ Y(' Le , LL tv rf rrse/4'� Or,0 e - 8014..4( Low S. A / 1(Jf'J - ) NOTES: A76'0 t 7 (-1 i.vA- -7 Cf, ►.e SvrAi, -T aF Z, 0O6 SIGNATURE 8 /6 X/VsL -C TERRA ASSOCIATES REPRESENTATIVE iQ ci 7,l/K A i 4 AR 31./ P a!'/ c-D/ IJ(, Co he v Art ( nc■ .s c Sm► vL✓1 S gr. -77 (, / PEt 02 7r) (70) A )rAe : p1 itcr�•r^n�T 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 oobsenceb din foun tion areas due to construction activity or rainfall should be removed prior to concre placement. COPY TO: tOi/ 6 44 • t 1 W uj D o _ O CO. 0 I— W u 0 . lU z 0 z ?1 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 cotton 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. Sincey, :/' 1 v enn .' t er, Rrchrtect Kappler .Architects P.S. • cc: Dujardin J (I I' i II; 11 i i . ; 111 � ' I a7 1' 11 t )1 .I 1' 14311 SZ 26rhi Street . Bellevue,14% 96007 1,800,588,4517 . (425)641.5320 _fax: (425)642.5318 „wv.ka yCerrumteyCans.com February 28, 2001 L GSS NOTES: EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 3/47=1-0 TOP PLATE NAILING P€R 514EA4L'ALL SCHEDULE BOTTOM PLATE NAILING PER 6HEAfe11ALL SCHEDULE 10 d • b' et. PLYWD. TO RIM JOIST JON PANEL EDGE ON COMMON MEMBER PANEL EDGE NAILING INTO CA'T10N MEMBER PER SCHEDULE. TYP, EXTERIOR WALL CONSTRUCTION WITFI WALL SHEATHING PER SCHEDULE TTI• TJI FLOOR CONSTRUCTION Kappier Architects, PS, 14,311 SE ism ST, BQ .ue, Waet'+rgtan 98007 (425) 541.5320 ' Fax (425) 641.5313 BLOCK PANEL EDGE PER SCHEDULE 17610- 06100 -02 17610 - 06100- 02_TJI 2 -13 -01 Location* it/ /4 /f3W.11 TERRA ASSOCIATES, Inc. Project: Geotechnical Consultants (425) 821 Kirkland, Washington Weather Present At Site: _ , A . I e..... gR'. AZ' c7 ■../ / S / 7f....1) '.7.. / 72f. - in ,.: 5 c_:...:: ,./._-.-: / ..,. s W*17._ 4 .4 - 7? t; A- C.' / 77 .^. I e., 41; 7.4-1 N.( -.. 6 .1-ti to n •71-7'7- .2 i ' - ' - L ‘.:.- vc.: c A e5 TP.I-1 A.! ! Ai e' 4. i rii . (._ •':, /. e: 72-i.. , *I' - .IA / :.'.-0 7 14 '. I'7 /17o6 1' ,-" re l7 r 7/2 c ic. Li7- ' fl ..1 --7,.."'e.' :-..).0 A I' i'/-" A..//q e 7 .5 0 (/ -rt./ Or - r - P(•) )/•." 'S 7• .".: At 77 •/- / /1;2..41,0.Y 1 ,--•-•. --•- • ...."*"*,. • • • • ; B Contractor: L% :A- ( 41 A :••■..) tie. 5 / s' 77./77 e 7" / r i• ri •.• A-,t// Copies To: Subject: - 77 1 re,,i41 Daily Field Memo Project No. e Memo No. / Date ?ire '1; / 1 .1.4:44 • • • ••••••..• 05/04/2001 12:4' CONTRACTOR: FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 5 PROJECT NO. �- PROJECT NAME: 571 eL 0 PROJECT LOCATION: —7 3,4.44441 DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES, p �.�/C1 14a2� "RA Sril l f�. sUY1a .7 CfP � ex9 p .s- do/ c. i , f a.Ar - 7ir t w +1274 ere_ I r - cT A JrT ,110 St ( Suez' ✓1 (3E 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 chant) in the sttdorade conditions occurs, we should tie promptly notified. Any loosened volts o tion areas due to construction activity or rainfall should be removed prior to concre pl COPY TO; . rib - Sa+11tQ1/Y SIGNATURE XAteL4 TERRA ASSOCIATES REPRESENTATIVE • 425 8 ?"'1334 TERRA ASSOCIATES [0004/004 TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821.7777 • Fax (425) 821 -4334 REPRESENTATIVE: SAWY &f,r75'Y2 l 2 • FOOTING EXCAVATION FIELD CONDITIONS NOTED L... g , /`/ /A)G e G .r■•_ eti wg 1 OC 77rt. 5 : t, 'TO /2. / n/C AM's 4 T /i}{ 'ZiV rQ vn A .' } J 1111 4i?r" Lr f-, h /a // TALL Avv.rt 7T retr._ k e 4 lags /4' F / S rf•.K7) _j'.C t t - 75/9 '7a Sr rPr1R r Lo t9 S. , /4-c- t ✓ - e...7g4 5 k F-r,�rrt _ 4046 /sranr - Y/ ter !a/ A/ 1. / 05/04/2001 12:4' CONTRACTOR: FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 5 PROJECT NO. �- PROJECT NAME: 571 eL 0 PROJECT LOCATION: —7 3,4.44441 DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES, p �.�/C1 14a2� "RA Sril l f�. sUY1a .7 CfP � ex9 p .s- do/ c. i , f a.Ar - 7ir t w +1274 ere_ I r - cT A JrT ,110 St ( Suez' ✓1 (3E 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 chant) in the sttdorade conditions occurs, we should tie promptly notified. Any loosened volts o tion areas due to construction activity or rainfall should be removed prior to concre pl COPY TO; . rib - Sa+11tQ1/Y SIGNATURE XAteL4 TERRA ASSOCIATES REPRESENTATIVE • 425 8 ?"'1334 TERRA ASSOCIATES [0004/004 TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821.7777 • Fax (425) 821 -4334 REPRESENTATIVE: SAWY &f,r75'Y2 l 2 • DATE FOOTINGS EXAMINED 3 -6 - 0! PROJECT NAME: POST V CONTRACTOR: DESCRIPTION OF FOOTINGS COVERED SY THIS REPORT: {ofr't0' -z 3 mac' t'rr'I P dC.m /hC - l SIGNATURE g& NII 4tte L TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, inc. Ceotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821.7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT PROJECT NO /S/S PROJECT LOCATION:. / Uetl -NZA REPRESENTATIVE: NOTES: _ e-15 el-go ac S'7 'J sue) At i77Air, /''E S l7,1 C 51%' etc' eSs e r ot. A La .445. / ' y 7n., 44 . •J . r . A A€ta& _ 7D rneiti l ie Our representative has examined only the footing excavations listed above. The results of this examination are only valid due to Construction Activity or rainfall should be removed prior to cameral Placement. 47 for a period of 46 hours. If any change in the subgrede conditions occurs, we Should be promptly notified. Any loosened COPY TO: RECEIVED MAR -9 2001 BUILDING DEPARTMENT re4 C) O t to 0 W = J i~ co w O' LLQ N Z � I— O Z F uj U 0 ' O N . o I-- X 0; i Z 0 o z FOOTING EXCAVATION FIELD CONDITIONS NOTED 3 Ram ii tvlz..t. ,r /4i S: �a c7/Avv 44-10x 6 xetvM' fX 2:tl 7 NoZrk Cog A105 /tit 7b Cc --+ j 1 4y 572 VC iV tt /', IS L-o7 L. � * . xt., -�— rC v Tom• 2t .ryl Al .►!�_ - ' £F ' a w'1 Go.E' .. of LOT 4 rt /( _ . tfousC v.u't,✓4- 7 pA) c.,,47 1 - S. L�4 5.. _ , / .. . -7AJG c:.} 44./1:3 Pik 4.4vi NON- Wet £'64X, DATE FOOTINGS EXAMINED 3 -6 - 0! PROJECT NAME: POST V CONTRACTOR: DESCRIPTION OF FOOTINGS COVERED SY THIS REPORT: {ofr't0' -z 3 mac' t'rr'I P dC.m /hC - l SIGNATURE g& NII 4tte L TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, inc. Ceotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821.7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT PROJECT NO /S/S PROJECT LOCATION:. / Uetl -NZA REPRESENTATIVE: NOTES: _ e-15 el-go ac S'7 'J sue) At i77Air, /''E S l7,1 C 51%' etc' eSs e r ot. A La .445. / ' y 7n., 44 . •J . r . A A€ta& _ 7D rneiti l ie Our representative has examined only the footing excavations listed above. The results of this examination are only valid due to Construction Activity or rainfall should be removed prior to cameral Placement. 47 for a period of 46 hours. If any change in the subgrede conditions occurs, we Should be promptly notified. Any loosened COPY TO: RECEIVED MAR -9 2001 BUILDING DEPARTMENT re4 C) O t to 0 W = J i~ co w O' LLQ N Z � I— O Z F uj U 0 ' O N . o I-- X 0; i Z 0 o z s..gutn 18:V1 FAA 42$ 821 4334" g Project: ",1 6.---'374•27=C • Weather: TERRA ASSOCIATES TERRA ASSOCIATES, Inc. Geotochnical Consultants (425) 821 Location: i L-e-- Contractor: Present Al Site: Field Density est Data .ritwrbOtttmot.t1HttrWtretiff~tomatfttrak■we •nti avnarrotts...mtmr lib 002/ 003 Daily Field Memo Project No. Memo No. Date Subject: RECEIVED —9 Z001 BUILDING DEPARTMENT Test No. Test Location Depth MI' soil Type Moisture 'Content (%) Dry Density tPCFI Relative Compaction 'e Remarks 3 , ,, ::r /./ ii s, C 4-/ Aig 1.�-,i : r,t Gar // 56 A. A 12. / l$-. 1 q c Grin /1 I r t t E /s 6' k /a N',./ '' ' /5 [.t1,1//;6 A A /7.3 1/( • o CI 5 - 3e-/ 4 / 1 /7'5 , 5 E NF r' ' /r %-i4 // G ..4 1/. / /:-!/. 99 ,.., 3415• (25 g t W NW /e MO s't A A /2./ 1/7.1 q(., „ REC VED APR 1$ 2001 • °WILDING DEPAR - MENT Project: Location: Weather: �ec✓rr_ C..! Geotechnical Consultants (425) 821 - 7777 s•7;Kt,f ( ;ice [�' �:J'+`Tl Present At Site: TERRA ASSOCIATES, Inc. Subject: a , „ . I ' / ' // /i) T / 4 / / 5 - Contractor: � 1✓fit4/f<1 ✓ 1 " n ro 1f , rtr Daily Field Memo Project No. 15/5 Memo No. I.5 Date 717 0 / A 1 e// r-r• �. 1/ / rr , - 1r,•Y ' 4r' -L , : ! O , {- (cc r1�9. -.. .i. /\ 3 � i. Y .4e...::1—: Or' (..re i1 L, r L: -0i I ( . /\ 3 - ? r (-r .( c..y) /A) de 1 L,;r i C'in S 4r1) r^'Y[°C t ^'.., k-r, 7 ,-; t „Xn fr t Id / /5 • % JLr P /is u l°P!' } ii r � 1'1 0, 11 /�f4 /1 Al S 1.--_,,, 4' (:: r //,-0 r' , / '/•� yn ( t - r . /� /'�j d -1 � Cr ..--#.0 -45 , ' , ter.., ,1,l' 4- 4, , . / ( c.: u a •r• X. ( C. t,Ct. _4r5 • .- -�--•' /Y -4-.), 4(4., c O .^ y r„ ; ,” 16 r.:�w /1 n 1 By: - Field Density Test Data Copies To: ) /1 arrlr 4 -3r DATE FOOTINGS EXAMINED �' U j PROJECT NO. I 5-1S- - C PROJECT NAME: F =u' L' PROJECT LOCATION: T u �:w i L L n" CONTRACTOR: l ioV:` 'Q DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: FOOTING EXCAVATION EXAMINATION REPORT 1,1,1 ie•.- u-P TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 . CA . ,, <,'r. , •1 L. I r° r, r L I 1 l r, A � s ,' r,-' V 1f1 h ` . el "CA •� .. , „ i r 1 r REPRESENTATIVE: COPY TO: 'Lc • • I .- r.. `41 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. SIGNATURE C. • u.:; ::..x�{ti.0 uv;v.n... ,,, a..6 ,wu.w.:.•w.a�, .' .n..c.sr.hls:.{ •;ut,www,. ' ;::�vai;l'. aka' .a•.4..G �><�,.L.,a!a.tiLSh, i1. re W W` W 0 g LL Q Lo T �k I O Z �- UJ n p ! o N, . F- WW , U. 0 • Z UtA z FOOTING EXCAVATION FIELD CONDITIONS NOTED 17 c=' ,r7 i Gd /P r c' /t, i r, �i 6v el // f 0o ! ■ r G .•-•- a • ``. 1,4 ••i O ct ,-5 'Fet id a // - S 1 •e......F Cu.vot frS /2 , r r LA s ( '1 - r, e )c c m %./ 1.-1 d 12 l n rhos t n 70 Sol 1. Cr** v . OJ S ( -.r C (- ).•.1., CL C - \"ri i r 4 ..•e, O ne 1.r 77n1'ern n o u cc' / ` C /. 1 i 1 1 - ,r .so CAC r9 - 4-... , , .c r, r A (.1ri (`I 4, 4 C" L ` it AOLy /7. z oov IPA i ,t_,.0 Ei• I r'.., A 1 ( � `i jj 1 r •w• c% r rl pp r. Yt,.. �. r •r-11.{ 1 ✓••r • RECEIVE( APR 18 2001 / BUILDING DEPARTMENT_ 4 -3r DATE FOOTINGS EXAMINED �' U j PROJECT NO. I 5-1S- - C PROJECT NAME: F =u' L' PROJECT LOCATION: T u �:w i L L n" CONTRACTOR: l ioV:` 'Q DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: FOOTING EXCAVATION EXAMINATION REPORT 1,1,1 ie•.- u-P TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 . CA . ,, <,'r. , •1 L. I r° r, r L I 1 l r, A � s ,' r,-' V 1f1 h ` . el "CA •� .. , „ i r 1 r REPRESENTATIVE: COPY TO: 'Lc • • I .- r.. `41 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. SIGNATURE C. • u.:; ::..x�{ti.0 uv;v.n... ,,, a..6 ,wu.w.:.•w.a�, .' .n..c.sr.hls:.{ •;ut,www,. ' ;::�vai;l'. aka' .a•.4..G �><�,.L.,a!a.tiLSh, i1. re W W` W 0 g LL Q Lo T �k I O Z �- UJ n p ! o N, . F- WW , U. 0 • Z UtA z ti 11/07/2000 10:37 FAX 425 821 J4 TERRA ASSOCIATES .Sincerely y TERRA •Anil Butail Principal BK/AB :ae cc: • • • • ryti;•, T A Inc. - • °� Consultants in Geotechnical Engineering, Geology :�.::r''' and Environmental Earth Sciences Mr. Gary Bunistead Oujardin Development .' Bo :c 1059' ' ' Snoliornish•,'•Washin 98191 Subject: ' Footing Drains • Fostervievv Estate's Tukwila, Washington, • Dear Mr. Bumstead: . . • • This letter'summa izcs•our discussions regarding the exterior footing drains for the residences to be constructed at . the Fo terview . E states project In•o .- ^ry_ni.on,•tl:n, :f.0 "taig dra;ric m1y jr £ihefollowi g: , - - • • . ; • ' • ' - A•four -inch perforated PVC drainpipe s1 ouldbe placed alongside the base of the extenor footings.' • , •. The drain should then be covered with at•least,18 inches of.pea grave or •one -inch minus washed rock ' 'with'a. strip of separation fabric placed over the top. — • On the downhill side of building's, the'depth 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 from the structure. We•understand the:praject. drawings' show a four - percent slope, • This slope is not necessary to pr • , . We trust the information .presented is saf5cient for your 'cuirent, needs. If .you have any questions or require additional info i i ' . .12525'1Nillows•Road, Suite 101, Kirkland, Washington 98034 • Phone.(425) 821 - 777r • Fax (425) 821 -4334 • terrac terra associateS.COrn: chitects • RECEIVED CITY OF TUKWII A' • NOV ,— 8 2000 . ' PERMIT CENTER [21002 November 7, 2000 • • Project No, T- 1515.2 KAPP Dujardin Development Attn: Gary Bumstead P.O. Box 1059 Snohomish WA 98291 RE: Fosterview Estates: Plan 2246 Lateral Callouts Main Lateral Plan Reference detail 6, 11 on S -2 I ARCIIIIfCT put t 0ruj1 jc rt ' (1011lc p a u1 1111, tj • 1't July 3, 200I Dear Gary, Per our phone call this morning, we are clarifying the incorrect reference to sheet S -2. This is a drafting error and should reference sheet S -1 Please provide this letter as substantiation to the jurisdiction that' we have reviewed and provided you with the appropriate information. If you have any additional questions or concerns regarding this matter, please do not hesitate to call. Si John K happier r, Architect hitects, P.S. PS Job Filo RECEIVED JUL - 6 2001 BUILDING DEPARTMENT 14311 SE 16th Street , BE((evue, W71 98007 1,800.888.4517 • (425)€41,532o • fax: (4 5)641.5318 G: ADMNDATA\ CORRES101 •Qtr- 21C0602 6 ) 1i1a4pielietti drti sheet S -2.doc L ot IS . 5.20013:. 1:44P11503 ='M? 1129 w is e + n llndustrIes, Inc, E-Z Cale ( v e .2.0 , WE) MARK Hampton Glued Floor Joist Trio: 19.2 in. Input reflects horizontal deer spans. WI* 80plf LL 40 oaf DL = 10 pef D LOADS SHEAR MOMENT w Critical Liw Maximum Reactions (DOL) Dead Load: Positive Moment: (f a) Support 1 Support 2 893 (100) 893 (100) 173 173 % Allow. 30% 54% Maximum 888 4686 _ %ILL IND TECR SUPPORT 909 Wil EWP Technical Support JOB NAME; TA.4at I-1 2 - 7444 LOCATION: .1 to i %KJ %L g(w A JOB NO: First Job 07/06/2001 DESIGNER: aL NI SHEET: oration = 100% 21.5' Allow. 2850 8720 Deflection LL Ratio Span: 0.481 11563 0.57 1 1451 Ratio / 451 " ** USE DOUBLE 11,875 INCH SJ -250 WITH GLUED SHEATHING 76 itiche Min end bearing =1. * ** s. web stiffeners not required. Continuous lateral s dTE Guidelines. r support support required at bearings for bottom edge, Connect multiple ply members per VNlla►n e th l required u t top ndustrfe Assume rib Gin, rrlhi & A r e )cts --t, 6, t2<< N(s% is csN itfber /Nl L lAd d s „kt E Qtr 1461 t t co—A LL D ? Ee kf Arlon rJ u t.t LI14Es RoviEVeR r�r FI:ooe. s KEA- '1'14G F )t:�h Nntt_iNL (Rs WILL 1 fJ Atte- ATV.. L fl'rFR Iq{. S ul''PoQT, • . L. o AtInLla As SN .1 The products noted are Intended (ntsn for Interior use n `� � V � �•Tt c kL TUufrements and d Willamette a Inter Ind for Interior Inc, se, n This ,"•O oohs t2 : tiT'i`'�+ engineered wood products o nomad at ions. s, calculation spectators and **Olio de be information In accordance :nanuhatured b :�►dations. cslcUletlon reflects the **Olio dael in With loot I twYdlnp cods should be carefully produc and manufactured wined for ae Industries, Inc. The beds, spans and a ma Iron end ocuracy and sullabfUty of all dealgn parameters a nd produc��ro provided by at Warn !nation for R E C E W E D ro end all inbrmadon noted JUL -6 2001 BUILDING DEPARTMENT DOL 100% -All oaads 10096 • AU Loads El�732x10 edge. Lateral Installation K= 12.38x P_22 , 002 tEc ?et.' Fi eb Pi A r4 rj hiN Wl I lenette Industries, Inc. Engineered Wood Products E -Z Cab C (v6,2,0 -WE) MARK J2 MEMBER SLOPE: 0112 W1= 50 pif P2= 394 the @ B.5 ft. 1 394 lbs 13.5 ft. Maximum Reactions Critical Live Load: (DOL) Dead Load: Nat Uplift: (DOL) Shear: ( Ibs)) Positive Moment: (ft•Ibs) Negative Moment: (ft•lbs LOADS SHEAR MOMENT L. 64 )5 Deflection Span: Input reflects horizontal center to canter spans LL = 40 plf DL =10 pif Duration = 100% LL ■ 316 On OL ■ 79 Ibis Duration =100% LL = 316 Ibs DL = 79 ibe Duration =100% W1(21.5') 1P2 l 10,5' �— 422'N % Allow. 31% Maximum -664 909 -1385 WILL IND TECH SUPPORT EWP Technical Support (800) 942 -99 J09 NAME: Lot 18 - Dulardin Dov. LOCATION: Tulewllie WA J08 NO: 01.084FIR *T DESIGNER; - 131157$ Allow. 4534 4534 jP3 Support 1 Support 2 Support 3 223 (100) 1120 (100) 250 (100) 41 -17 (100) 281 51 11' DOL 100% 100% 100% (4% REPETITIVE INCREASE USED FOR ALLOWABLE 1' Floor load I 7.9 sq. ft. floor load 40!10 7.9 sq, ft. floor load (40 1 0) 6581$ • Control - Ali Loads • - Even Members - Ali Loads MOMENT) NO.777 P.3/4.03 LL Ratio TL Ratio 0.067 1 / 1979 G.078 1/ 1683 El =326 x 10 *** USE 11.875 INCH SJ•250 *** Min end bearing • 1.75 Inches, web stiffeners not required. Min continuous bearing = 3.5 Inches, web required. Continuous lateral support required at top edge. Lateral support required at bearings for b Joist 1 of existing double Joist. Calculation shows slrlgle Joist supporting header loads. Header to jot Simpson IUT11.88 hanger lei + ' I' kvr lock tight to the top flange. Nall backer with a minim Verify 1 row of 8d sheathing nails at 12" o/c coy (min.) Into top flange of joist. 2 rows total for double Joist 1 - 4 T q'cct `10145 4o G`l N4f R The products noted are Intended for Interior use, normal temperatures, untreated applications inc must be Installed In accordance with I requirements and W:Ilamette Industries, Inc. rcommendatlone. This calculation reflects the specific design information and product dat engineered wood products manufactured by Willamette industries, Inc. The loads, spans and spacings have been provided by others a shoulo be carefully examined and verified for the accuracy and suitability of all design parameters and product eerectionc. <= 6.18x10 Menem Menem not cttom edge. s er withci ti n��ia° connection is a m 6.10d nails. 07/02/2001 SHEET: 24 . C5V_ D JUL - 6 2001 BUILDING EPARTMENT cal building coder rminatlon for all Information noted ' /UUL. 2.200112 12 : 15PrIi 981CMT-' Willamette Industries, Inc. Engineered Wood Products EWP Technical Support (800) 942 -99 E-Z Ca�C JOB NAME: Lot 15 - Du srdln Dev. (ti+8.2.0•WE) LOCATION: Tukwllle wA JOB NO:01- 084FIR*T MARK J2 MEMBER SLOPE: 0112 input reflects horizontal center to center spans W1= 50 pit LL ■ 40 plf DL =10 pif Duration on 100% H1=6 In. Diameter Round Hole Through Web a 8.5 ft. H2 ■6 In. Diameter Round Hole Through Web 13.511 LOADS SHEAR W1(21.s1 Maximum Remotions Critical Live Load: (DOL) Dead Load: Shear: ( Ibs Positive Moment: ( ft-Ibs Negative Moment: ft•tbs Shear c Holes ( tbs 4 10.5' fi 11' MOMENT 375'n WILL IND TECH SUPPORT 341# X723'# Suppo 1 Support 2 Support 3 1184 ( 00 ) 538 (100) 192 (100) % Allow. 20% 12% 35% Maximum 291 546 -723 244 Allow. 1425 4634 4 705 1' Floor load NO. 777 DESIGNER: SOS 435'# DOL • Control 100% - All Loads 100% - Even Members 100% - All Loads 100% - Partial Span (Hole 1 (4% REPETITIVE INCREASE USED FOR ALLOWABLE MOMENT) Deflection LL Ratio TL Ratio Span: 0.037 (/ 3528 0,044 1 / 2998 El =326 x 10 K = 6,18 x 10 * ** USE 11.875 INCH SJ•250 *** Min and bearin? as 1.78 inches, web stiffeners not required. Min continuous bearing : 3.5 Inches, web stiffeners not P.4�4 required. Cont nuous lateral support required at top edge. Lateral support required at bearings for _ttom edge. Joist 2 of existing double Joist. Cut 2 — 8" diameter holes behind header connection and clinch the barker and hanger nails tight. Verify 1 row of ed sheathing nails at 12" olc (min.) into top flange of Joist. 2 rows total fosdouble joist, The products noted ere Intended for Interior use, normal temperatures, untreated applications and must be Installed In accordance with requirements and Willamette Industries, Inc. recommendations. This celcutallon reflects the apeelfio design Information and product de engineered wood products manufactured by Willamette Industries Inc, The la pa loads, spans and quoins have been provided by other 1 should be carefully examined and verified for the accuracy and suitability of all design parameters and product selections. 6 L. �+II� "MIL 07(02/2001 SHEET :15/4 coat bonding code .erminetlon for n d all Information noted • i 7 Dujardin Development Gary Burnstead Project Manager PO Box 1059 Snohomish, WA 98291 P8. ItE: Fosterview Estates Site retaining wall between buildings Lots 13, 14, 15 Job # 001 , 001 ■ 00 ��r u r i .',,L. I .•1 t it III i ;, H i; Dear Gary, • Per our phone conversation this morning this letter is being written to provide documentation for the substltiition of the detail called out on the site plans for the above three referenced lots. Our understanding is that the actual site conditions vary slightly from the designed drawings with respect to the topography between the buildings. Our office has worked closely with you and the geotechnical engineer to ensure that the slopes required by the geotechnical engineer arc strictly adhered to. In order to maintain these slopes between lots 13 and 14, and between lots 14 and 15, we must substitute the type of site retaining wall referenced. Between lots 13 and 14, we need to change the detail from detail 2 on sheet P8 to detail 10 on Between lots 14 and 15 we need to change the site retaining wall from the lowest downhill site retaining wall from detail 10 on sheet P8, to detail 11 on sheet P8. The other two uphill retaining walls are fine as noted. Please be advised that although the details on sheet P8 referenced a foundation detail they are also acceptable for the site retaining wall details. Simply do not install the anchor bolt or mud fill. Also, the site walls should have footing drains surrounded by well draining material as called out and approved on the permit set of drawings. These drain lines should be installed on the uphill side of the wall. These walls should be inspected and included in the geotechnical site - specific reports. 14311 SE 16 Street . Belli ue, WA 98007 .1.800.888.4517 • (425)64,.532o .fax: (425)641.5318 www, kapplrrliorngdarts.corn RECEIVED MAR - 7 2001 BUILDING DEPARTMENT t' is • March 6, 2001 Please provide this letter as substantiation that our office has been involved in the substitution process. Should you have any questions or comments, please do not hesitate to call. Sincerely, John Kappler, Architect Kappler Architects P.S. ce: Dujardin 00301 02Fosterview A35 clips.doc t; `C pia =j•• � :i,�I�. �. FRa':_ 7 A7iJ�: Duane Griffin City of Tukwila 6300Southcenter Blvd. Tukwila, WA 98188 Dear Duane: your complete home plannina resource August 18, 2000 S' rely, ARCITh n.s Should you have any questions or comments, please do not hesitate to call. 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_ fibers will provide .a superior product. We would . therefore like to request this substitution in all of Fosterview Estates. Additionally, we callout a capillary break in the form of crushed rock underneath the concrete flatwork. Our site has an abundance of recycled concrete which is crushed to about the . same level as crushed rock. We therefore plan on using the recycled concrete as an equal product to crushed rock. I would appreciate your consideration in the above matters and look forward to your response. RECEIVED CITY OF TUKWILA AUG 21 2000 PERMIT CENTER John Kappler President r �' /4'44:r. r �l�� 41-111 I ? tcdAec? . • ti T /, /1°•P /%e r use S/. Y /6C} -;Par4 i 1 ' S r t% 11"17 I L / 1 r � f f !1l,t✓� ' P YJL�1� i ' 60141 5(.4 1)5 I I �f tf ?1�1 t^� �'Z rt�1 \`j i I 1,r5 fe, (' lid:( 1'.l1'Y'0v 71c'f 5u04 A.); 1-L4'4,115 rcrc,yate �cr�lc lam` �r Cy����t~d l' 'cc..l< as u- Cap l . cts-k ll„ 1ti1 tv l�cw� �,� � moo+ cl� ��� X11 '" ifers4' P oha.lqe. �.� f}rliide ■,1 S'crl'7(C>L17,•9'IC( 1 .' Cc'I "!fr-t' hgi7 ,a d / Ct..c'., /c! 010 411e1`i•, .0 *1. oif•1 14311 SE 16th Street . 'Bellevue, WA 98007 1.800.888.4517. (425 )641.5320 . fax: (425)641.5318 wsinv.Jayyrerliomeyfans.com Dujardin Development Attn: Gary Btunstead P.O. Box 1059 Snohomish, WA 98291 RE: Posterview Estates Sinc G S. Steiner, Architect 1Cappler Architects, P.S. k A i)pLtip AtwilliTipc- Ts . I •V0 I I r c o r n I r t . ' 11 0 ryfouni r April 24, 2001 / \ TA Dear Gary, It is our office's understanding that in some cases the retaining wall details called out on sheet P-8 do not exactly match onsite conditions. Our office realizes that actual grading conditions sometimes do not match grading conditions shown on the construction documents. For this reason, our P-8 detail sheet has an array of retaining wall designs to meet various construction conditions. We have designed these details to meet all expected conditions of construction. Therefore, the appropriate detail simply needs to be selected, matching actual construction conditions. If you run into any questions or concerns regarding this matter, please call our office for assistance in determining which retaining wall design needs to be used for your particular site conditions. RECEIVED APR 26 2001 BUILDING DEPARTMENT 14311 SE ie;th Streer . 13c14vue, WA 96007 1,300.288.4527 (425)642.5320. fax T425)641.5318 wa con diti nna rvw.ka . ,,,,, ,, nferhome_prans,com CO213 Fostcrvicw (P-8, • z000 -y7/ IICAPPL, ,.1 t�vu r Ct' r►►y rc 1irn) { r 'ur City of Tukwila Building Department Attn: Duane Griffin, Building Official 6300 Southcenter Blvd. Tukwila, WA 98188 Fax: 206 - 431 -3665 RE: Beam over kitchen Fosterview Estates, Plan # 2108, dated 8/11/00 Job # 00134.22 Dear Duane, It has come to my attention that there is a question regarding the discrepancy between our plan (referenced above) and a shop drawing produced by the 1-joist manufacturer. In our drawings we reference a 51/4"x 9 %" PSL. The shop drawings denote a 5 'h" x 11 7/8" PSL. The 9 paralam is sufficient to hold the loads defined. The beam is deflection critical and fits directly underneath a wall above. The wall above will negate the deflection activities of the beam. It is always acceptable to install a larger beam than is denoted on the architectural plans. Should you have any questions or comments, please do not hesitate to call. RECEIVE JUN 01 2001 "'EPARTMEN May 30, 2001 dirt incerely, John Kap , President Kappler Architects, P.S. 14311 SE 16rk Street .'$effevue, WA 98007 1.800.888.4517. (425)641.532 . fax: (425)641.5318 www.(cayykrriomeycans.com T 1 ' . fl H AY 3 2001 LI 14 I Ty kIAPP1F iJl (.2.19_ 2,7 City of Tukwila Building Department Attn: Duane Griffin, Building Official 6300 Southcenter Blvd. Tukwila, WA 98188 Fax: 206- 431 -3665 yourcowy(ete homey 'a n ni rro resource I� ARCI May 30, 2001 RE: Beam over kitchen Fosterview Estates, Plan # 2108, dated 8/11/00 Job # 00134.22 Dear Duane, It has come to my attention that there is a question regarding the discrepancy between our plan (referenced above) and a shop drawing produced by the Hoist manufacturer. In our drawings we reference a 51/4"x 9%2" PSL. The shop drawings denote a 5 1/4" x 11 7/8" PSL. The 9'/4" paralam is sufficient to hold the loads defined. The beam is deflection critical and fits directly underneath a wall above. The wall above will negate the deflection activities of the beam. It is always acceptable to install a larger beam than is denoted on the architectural plans. Should you have any questions or comments, please do not hesitate to call. Sincerely, 1 John Kap , 1 1 , President Kappler Architects, P.S. 9 S , JUN 0 1 2001 COt Vlipit%.lNITV DEEVE L.OPAr7ENT 14311 SE 16t( Street . Be(Tevue, 'Wgt 98007 1.800.888.4517 • (4 . fax. (425)641.5318 ivww.kayyferlionreyfaus.com City of Tukwila Building Department Attn: Duane Griffin, Building Official 6300 Southcenter Blvd. Tukwila, WA 98188 Fax: 206- 431 -3665 RE: Beam over kitchen Fosterview Estates, Plan # 2108, dated 8 /11 /00 Job # 00134.22 ih, A kt.., :I. 11 1 li o 11 r i I' 111 l' I i I e 6 al in i 1 t 11 iJ ; I l ti I � : . 11 , May 30, 2001 Dear Duane, It has come to my attention that there is a question regarding the discrepancy between our plan (referenced above) and a shop drawing produced by the I-joist manufacturer. In our drawings we reference a 51/4"x 9 PSL. The shop drawings denote a 5 '/" x 11 7/8" PSL. The 9 1/4" paralain is sufficient to hold the loads defined. The beam is deflection critical and fits directly underneath a wall above. The wall above will negate the deflection activities of the beam. It is always acceptable to install a larger beam than is denoted on the architectural plans. Should you have any questions or comments, please do not hesitate to call. incerely, 41 'le John Kap l , President Kappler Architects, P.S. RECEIVED JUL -6 2001 BUILDING DEPARTMENT 14311 SE 16th Street. `Ie evue, 'W91 98007 1.800,888.4517. (425)& 42.532o . fax: (425)641.53x8 www.iayykrkomey(ans.com L - 0 1 - 1 5 ACTIVITY NUMBER: D2000 -271 DATE: 8 -16 -2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 15 SITE ADDRESS: 4250 S 137 PLACE XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # _ After Permit Is Issued DEPARTMENTS: Building Division IP OW/ 8331•)0 Public Works cing Aux. 15.3i. DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete \PRROUTE.DOC 5/99 TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: 61 /OW Fire Prev ntion Planning Division AwL ' •I�. W *4 r -11-ou Structural ❑ Permit Coordinator 11 DUE DATE: 8 -17 -2000 Incomplete n Not Applicable n Comments: No further Review Required n DATE: DUE DATE: 9-14 -2000 Not Approved (attach comments) U DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: mow: 9 U ) w w w O g � w Q H w F. I-O Z w uJ R 0 O 0 H' wuj _p Z Z City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas R Keefe, Fire Chief Fire Department Review Control #D2000 -271 (510) August 18, 2000 Re: Fosterview Estates Lot #15 - 4250 South 137th Place Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The minimum fire flow and flow duration requirements for one- and two - family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) 2. Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575 -4404 • Fax: 206 - 575.4439 . N fA w w o N om. Z.p'; E ' H; O . Ou G Hi w w', U N? . O , ;Z 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, The Tukwila Fire Prevention Bureau cc: TFD file ncd Steven M. Mullet, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575.4404 • Fax: 206-575-4439 20020314001964 DOCUMENT TITLE(S) (or transactions contained therein) * 1 1 4) 4 - IX L a . SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR. FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: / ^ N/A t0 • 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 tnLL imURANCE COMPNPI has placed the document of record as a customer courtesy DUJARDIN DEVELOPMENT COMPANY aid acct'pts no liability lot OA d I Itt ►E r val�try of • Additional names on page of document LEGAL DESCRIPTION (abbreviated i e , lot, block, plat or section, township, range) Portions of Government Lots 2 and 3, Section 15, Township 23 North, Range 4 East, W M , Portion of Tract 67, Riverside Interurban Tracts, Vol 10 of Plats, Page 74, and Portion of Tract 19, Fostona Garden Tracts, Vol 9 of Plats, Page 95, in King County, Washington, also known as The Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065 • Additional legal is onpage of document ASSESSOR'S PROPERTY TAX PARCEL/ACCOUNT NUMBER 45a3f349K See Attached n Assessor Tax # not yet assigned RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 ICI I III I Ilia I I lil �I I � � �nl � Itl I� II I n I l IU I Ili II II I III of ;� it I II j III I 20020314 CHICRCO TITLE C 43 /14/2602 F1 see KING COUNTY, UP WASHINGTON STATE RECORDER'S Cover Sheet (RCw 65 04) Y ‘WP DUJARDINTOSTER2NDAIEN D JMO.DOC 1 tY 2 00 � c CO w • u_ w O I uQ '; � Z I.- O Z U G co O —, O w W '. LL w Z . V - 0 ~; z This Second Amendment to Declaration of Protective Covenants, Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential Development (the "Second Amendment ") is made this \ 5 day of `MIV2Lt# , 2002 by Dujardin Development Company, a Washington corporation ( "Declarant ") CHICAGO TITLE INSURANCE COMPANY has placed the document of record as a customer courtesy RECITALS AND DECLARATION and accepts no liability for the accuracy br validity of ttla rn tt r t A Declarant is the developer of the real property and improvements thereon legally described in Exhibit A ( the "Property"), commonly known as the Plat of Fosterview Estates The °' Property is comprised of all the real property shown on maps recorded with the King County under Recording No 20000505000735, Volume 194, Pages 062 -065 Declarant previously recorded that certain Declaration of Protective Covenants, o Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential Development (the "Declaration ") under King County Recording No 20000505000736 The o 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 1WPDUJARDU'nFOS? R2NDAMEN D JMO.DOC SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES, A PLANNED RESIDENTIAL DEVELOPMENT 2 ■au:.4 {x�,t tv z s.4�trt. ,�, „ <Ld., ::�iu W W �}' u. a 0 H w z D U Ca t o N` V1 z U N 0 z 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 mamtenance, repair and replacement of the retaining wall and its associated drainage improvements located along the north boundaries of Lots 1 and 2, and 5 1 5 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along south boundary of Tract B and South 137 Street, and 5 16. 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 17. The maintenance of the trails beginning at the cul de sac end of South 137th Place to and along the North boundary of the plat as shown on the plat map. The Association may provide such additional common maintenance that it determines to be m the best interest of the Owners 2. Maintenance Responsibilities - Retainins 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 \WPDWARDINTOSTPR2NDAMEN D Ala DOC 3 ten M N Maintenance, provided the Responsible Owner shall fully restore to substantially its ongmal condition any area of the adjacent lot (including, without limitation, any improvements or landscaping) as is disturbed or damaged through the exercise of rights under this easement 3. Ratification. Except as expressly amended by this Second Amendment, all of the terns, 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) �_ Its Ales, clew STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me tU,'O 't� % to me known to be the 1�R.6S‘oF rcr of Dulardin Development Company, the corporation who executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument GIVEN under my hand and official seal this 13 day of M AECL4 , 2002 Y IWPOWARDIMFOSTERINDAMEN AJMG DCC 4 • CI IICAGO TITLE INSURANCE COMPANY has placed the document of record as a customer courtesy and accepts no habihty for the accuracy or validity of the document. . ture) � 1 Y►'l% ? o A ti )Jilt so i (Print Name) Notary Public in and for the State of Washington, residing at nt My commission expires 3 -1 S -0 o c 0 u 0w ( N Ii W D } ' J . N O �w ' z� C 0 0 F-' w w" ` o > tir p C•4 C3 C3 Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062-065, records of King County, Washington. Y WilkOUIARDMOSTER2NDAMEN D IMO DOC EXHIBIT A LEGAL DESCRIPTION 5 CHICACO TITLE INSURANCE COMPANY has placed the document of record is a customer courtesy and accepts no habihty for the accuracy or vabdity of the document. ' g . itt 0 , 11.11Li 0 0 0 ; 1 - 1 ILI uJ 0 CA ' CF% 0 C C•4 ASSESSOR'S PROPERTY TAX ACCOUNT NUMBERS 261200 - 0010 - 4 261200 0020 - 02 261200 - 0030 - 00 261200 - 0040 - 080 261200 - 0050 - 05 261200 - 0060 - 03 261200 - 0070 - 01 261200 - 0080 - 09 261200 - 0090 - 07 261200 - 0100 - 05 261200 0110 - 03 261200 - 0120 01 261200 - 0130 - 09 261200 - 0140 - 07 261200 - 0150 - 04 261200 - 0160 - 02 261200 - 0170 - 00 261200- 0180 - 080 261200- 0190 - 06 261200 - 0200 - 04 Plat of Fosterview Estates Lots 1 through 40 CHICAGO 'PILE INSURANCE COMPANY has pi cnd the document of record as o customer courtesy and dcrepts no Debility for tho accuracy or vakKDty of the documufit1 261200 - 0210.- 02 261200 - 0220 - 00 261200 - 0230 - 08 261200 - 0240 - 06 261200 - 0250 - 03 261200 - 0260 - 01 261200 - 0270 - 09 261200 - 0280 - 07 261200 - 0290 - 05 261200 - 0300 - 03 261200 - 0310 - 01 261200 - 0320 - 04 261200 - 0330 - 07 261200 - 0340 - 05 261200 - 0350 - 02 261200 - 0360 - 00 261200 0370 - 08 261200 - 0380 - 06 261200 - 0390 - 04 261200 - 0400 - 02 '.i;a'+ 1 '. Kt,cr,:a:.i�.�Yww'.el�'.t itla::.�ir:ri,Lit u v •eti'ti:�, .. ,+� CITY OF UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431-3670 Certificate of Water Availability PROJECT #: Fc&fer E only If outside City of Tukwila water utility district) H-11a PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and 9-A56 _5)1,e,e77 /3 toiL > )6 Name: OtA: Wielo Address: Phone: 4as - 34t Name: Kap ler are Address: Phone: 1 -4cS (0 1 -6390 This certificate is for the purposes of: ar Residential Building Permit CommerciaVIndustrial Building Permit 0 Preliminary Plat CI Rezone 0 Short Subdivision ri Other Estimated number of service connections and meter size(s): 5 18x . " 0 AL. ( A Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): Owner/Agent Signature: (- acwn.Wriic Ro. Date: t/ez_-(ro PART B: (To be completed by water utility district) The proposed project is located within (City/County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and.will be available at the site with a flow of 2 1136 qpm at 20 psi residual for a duration of 2 hours at a velocity of / Z. fps as documented by the attached calculations. 1 hereby am* that the above information is true and correct. k_C-(444- 'S Agency/Phone Zc..76 — 2-a. > By Date PART C: (To be completed by governing jurisdiction) Water Availability: EI Acceptable service can be provided to this project 0 Acceptable service cannot be provided to this project unless the improvements in item C2 are met. 0 System isn't capable of providing service to this project. maw° CITY OF TUKWILA Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) AUG 1 6 zuuU Agency/Phone PCRMIT CENTER Date 13'000 271 Part A: (To Be Completed by Applicant) Purpose of Certificate: a Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: ea Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: � (X , ' i . r.y..1e. G-7, A^ Phone: 4-Z.:-- — 1 j3 4 - SW tl ; Property Address or Approximate Location: Legal Description(Attach Map and Legal Description if necessary): 0 « -.1 Dk - '4N-'\ st i ►-- 1.— t* t Ati—K 1'°' a (v(csd ---o i g() Part B: (To Be Completed by Sewer Agency) 1. a. Sewe Service will be provided by side sewer connection only to an existing i`2 size sewer feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sew r 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. iiil 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: $ a'kt 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: L'WORKINO TOWARD A SETTER ENVIRONMENT 7 � SEWER DISTRICT 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (208) 242 -3236 Fax: (208) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY Certificate of Sewer Availability OR 0 Certificate of Sewer Non - Availability I h - by certify that the above sewer agency information is true. This certification shall be valid for one year fr e date of sianafture. Title DZ 27I H-D 1 1 S 4/0 /W RECEIVED ate MY OF TUKWILA AUG 1 6 2000 PERMIT CENTER r F625-052-000 18/971 • 10 nneinnrn • /617\lii...' — Detach And Display Certificate • F625.052.000'(7) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL. REGIST! ZiEXR..DAT EL • :::3;iDtATARD.t2g45I211.61:200 EE, E/ . . . . - .DT.TJARDIN - . DEVELOPMENT CO Pa BOX 1059' - SNOHOMISH. WA 98291-1059 Detach And Display Certificate 1 - REGISTERED AS PROVIDED BY LAW CONST CONT GENERAL -. • - REGIST.. EXP. DATE:. CCOI. DUJARD*204LO: 12/16/2.000 EFFECTIVE, DATE - . 06/20/1980 DUJARDIN- DEVELOPMEDIT: CO... PO* BOX 1059 . • • . SNOHOMISH WA.' 98291-1059' Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES I L. DETACH TO DISPLAY CEP"' .CATE_t PLEASE DETACH AND SIGN CERTIFICATE BEFORE PLACING IN BILLFOLD Please Remove And Sign Identification Card Before Placing In Billfold F625-052-000 (3-62) 1 FOSTERVIEW, TUKWILA WA DUJARDIN DEVELOPMENT COM PANYL PERMIT SUBMITTAL DOCUMENTS, LOT 15 ADDRESS: 4250 SOUTH 137TH PLACE TAX PARCEL I.D. #: 261200 -0150 OWNER / DEVELOPER DEVELOPER - DUJARDIN 9623 - 32ND ST. SE. EVERETT WA. 98026 425 - 743 -6140 CONTACT - BILL FOWLER CONSULTANTS CIVIL - ERIC TIETZE & ASSOC. 18530 76TH AVE W. SUITE B EDMONDS WA 98026 425 -771 -6212 FAX 425 - 775 -0236 CONTACT - ERIC TIETZE ARCHITECT- KAPPLER ARCHITECTS 14311 SE 16th St BELLEVUE WA, 98007 425 -641 -5320 FAX 425 -641 -5318 CONTACT - JOHN KAPPLER SURVEY - B.L MCDUFFY 3605 COLBEY AVE EVERETT WA 98021 425 - 258 -4438 CONTACT - BUD CONDREY STRUCTURAL - JAMIESON CONSULTING 901 KIRKLAND AVE STE B -1 KIRKLAND WA 98033 425 -803 -2581 FAX 425 - 803 -3289 CONTACT - DOUG JAMIESON LANDSCAPE - ALI 12119 104TH AVE N.E. KIRKLAND WA 98034 425 - 823 -9400 CONTACT - JORGE ANGULO SHEET INDEX PLAT ARCHITECTURAL PLANS Sht 4 of 4 rL0 PLI PIS PL6 P2.2 P6.4 P8.0 APPROVED PLAT DRAWING MASTER HOME DEVELOPMENT PLAN PHASE A - HOME DEVELOPMENT PLAN MASTER ARCHITECT URAL GRADING PLAN PLAT GRADING COMPARISON FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT ARCM ThCTURAL SITE PLAN - LOTS 9 - 15 SITE SPECIFIC SECTIONS - LOTS 13 - 16 - SITE SPECIFIC FOUNDATION DETAILS FOR LOT 15 CIVIL ENGINEERING C -8 FOSTERVIEW ESTATES DRAINAGE PLAN C -12 AS - BUILT SEWER PLAN FOSTERVIEW ESTATES C -13 AS - BUILT - WATER EXTENTION PLAN ARCHITECTURAL HOME PLANS FROM BASE PLAN # B2000 -060) 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 AS UPPER FLOOR PLAN A6. UPPER ROOF FRAMING PLAN A7. ELEVATIONS & BUILDING SECTIONS DI. STANDARD DETAILS D2. STANDARD DETAILS SI. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE t' understand t; z I - uoject rc error approvals -1 2- ,,, are p! d e . � a '' ;' I adopted ' .'o ! C tractor of con: . , ovdedged .. . ' P sop By Date Permit , SEPARATE PERN!IT R5QUIRED FOR: I I &MECHANICAL I Di/PLUMS ! LAAS CITY OF TUKW;LA RECEIVED CITY OF TUKWILA. AUG 1 6 2000 PERMIT CENTER 0 m8 !] m a JOB NO.: 00194 SHEET COVER SHEET ;D000i 27! I AREA LOT # PHASE LOT 1 1 LOT 2 A LOT 3 LOT 4 6 LOT 5 C LOT 6 LOT 7 2 LOT 8 8 7 LOT 9 0 LOT 10 LOT 11 LOT 12 8 LOT 13 A LOT 14 3 LOT 15 A LOT 16 9 LOT 17 C LOT 18 4 LOT 19 C 10 LOT 20 0 AREA LOT # PHASE LOT 21 5 LOT 22 B LOT 23 LOT 24 6 LOT 25 C LOT 26 LOT 27 LOT 28 7 LOT 29 0 LOT 30 LOT 31 LOT 32 8 LOT 33 A LOT 34 LOT 35 LOT 36 9 LOT 37 C LOT 38 LOT 39 10 LOT 4C 0 CONDITIONS 1. CONSTRUCTION OF INDIVIDUAL HOMES, INCLUDING THEIR FOOTINGS, FOUNDATIONS ETC. MUST BE ACCOMPLISHED IN ACCORDANCE WITH THE APPROVED HOUSE DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPMENT PLAN OUTLINES 10 AREAS. EACH AREA IS TO BE DEVELOPEO IN THE CORRESPONDING CONSTRUCTION PHASE HOUSE DEVELOPMENT PLAN AREVP: KEY 3. THE CONSTRUCTION PHASES SHALL BE DEVELOPED PER THE GEOTECHNICAL RECOMMENDATIONS OF TERRA ASSOCIATES OR ANOTHER CITY APPROVED GEOTECHNICAL- ENGINEERING FIRM. 4. THESE GEOTECHNICAL RECOMMENDATIONS ARE TO BE INCLUDED AS PART OF THE SUBMITTAL FOR EACH OF THE SINGLt FAMILY HOME PERMITS; ON A LOT BY LOT BASIS GROUPED IN CONSTRUCTION PHASES. 5 THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR: A. TEMPORARY EXCAVATION RECOMMENDA IONS BY PHASE TO ALLOW FOR THE IMPLEMENTATION OF HOUSE FOOTINGS, FOUNDATIONS AND SLABS. B. CONSTRUCTION AREA AND PHASE MITIGATION MEASURES FOR SOIL STABILITY AND EROSION CONTROL BEFORE AND DURING HOUSE CONSTRUCTION. C. G'EOTECHNICAL REQUIREMENTS NEEDED TO ALLOW THE IMPLEMENTATION OF THE NEXT HOUSE CONSTRUCTION PHASE. 0. CONSTRUCTION DESIGN PERIMETERS ON A LOT BY LOT BASIS. E FOR LOTS 21 THROUGH 34, THE UNSUITABLE FILL MATERIAL SHALL BE OVER EXCAVATED DURING CONSTRUCTION OF FOUNDATIONS, FOOTINGS, AND FLOOR SLABS. ADDITIONALLY, THERE WILL BE LIMITED EXCAVATION AND REMOVAL OF THE UNSUITABLE SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE FOR THE 'UPPER PORTION' (SOUTH END) OF EACH LOT WILL BE (LATTENED DURING LOT DEVELOPMENT TO ACHIEVE AN INCLINATION OF 2.5: 1. ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVERED :';ONCRETE OR MECHANICALLY STABILIZED EARTH RETAINING WALL. LOWER PORTIONS (NORTH END) OF THE LOTS WILL HAVE THE1P SLOPE PROBLEMS CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE AS PART OF THEIR SINGLE FAMILY HOME PERMIT, THESE GEOTECHNICAL RECOMMENDATIONS AS WELL AS A LETTER FROM THE GEOTECHNICAL ENGINEER TTIA T CERTIFIES ON A LOT BY LOT BASIS, GROUPED IN PHASES, THAT THE HOME, FOOTING AND FOUNDATION DESIGN ADDRESS AND FULFILLS THEIR GEOTECHNICAL RECOMMENDATIONS PRELIMINARY PLAT NO. L93 -0014 FINAL PLAT NO. L99 - 0018 7. DURING CONSTRUCTION. THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLAN. FIELD REPORTS ARE TO BE SUBMITTED 7O THE CITY AND TO INCLUDE A. TEMPORARY EXCAVATIONS FOR CONSTRUCTION PHASES AND MITIGATION MEASURES B. IMPLEMENTAPONS OF FOOTINGS FOUNDATIONS, RETAINING WALLS AND FLOOR SLAB AND DRIVEWAY PLACEMENT ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS O BACK FILL AND PREPARATION OF IMPLEMENTATION TO A ADJACENT CONSTRUCTION PHASES ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS a THE LrOTECHNICAL ENGINEER IS TEl PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE MWM THE GEOTECHNICAL RECOMMENDATIONS. 9. EACH OWNER IN ITS PURCHASE OF A LOT. HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSTERV/EW ESTATES, AS APPROVED BY THE CITY OF TTUKWILA, CONTAINS AREAS CONSISTING OF STEEP SLOPES. EACH OWNER HEREBY RELEASES THE CITY OF 7UKMILA AND ITS OFFICERS AGENTS AND EMPLOYEES FROM ALL CLAWS ACTIONS CAUSES OF ACTION, COSTS ATTORNEYS AND EXPERTS FEES OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEEP SLOPES WHIN THE PLAT; PROVIDED, THAT THIS RELEASE SHALL NOT APPLY TO CLAWS ACTIONS CAUSES OF ACTION, COSTS ATTORNEYS' AND EXPERTS'htLS AND PROPERTY DAMAGE RESIKTING FROM THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUKWILA, ITS OFFICERS AGENTS AND EMPLOYEES. CI'T'Y OF SEATTLE UTILITY BASEMENT P.M. #230415 -1 -011 7175 EASEMENT GRANTS TO 7HE CITY OF SEATTLE (HEREAFTER REFERRED TO AS GRANTEE), ITS SUCCESSORS AND ASSIGNS THE RIGHT. PRIVILEGE AND AUTHORITY 70 INSTALL. CONSTRUCT, ERECT. ALTER. IMPROVE. REPAIR, ENERGIZE OPERATE AND MAINTAIN ELECTRIC UNDERGROUND DISTRIBUTION FACILITIES, TRANSFORMERS DUCTS, VAULTS MANHOLES. CABINETS CONTAINERS CONDUITS WIRES AND OTHER NECESSARY OR CONVENIENT APPURTENANCES TO MAKE SAID UNDERGROUND AN NTEGRA "ED ELECTRIC SYSTEM. ALL SUCH ELECTRIC SYSTEM IS TO BE LOCATED ACROSS, OVER, UPON AND UNDER THE FOLLOWING DESCRIBED LANDS AND PREMISES SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON. TO WIT; THOSE AREAS HEREIN 167741N THE PLAT OF FOSTERNEW ESTATES DESIGNATED AS 'UTILITY EASEMENTS AND /OR ACCESS AND UTILITY EASEMENTS'. TOGETHER WITH THE RIGHT AT ALL TIMES TO THE GRANTEEE, ITS SUCCESSORS AND ASSIGNS OF INGRESS TO AND EGRESS FROM SAID LANDS ACROSS ADJACENT LANDS ABUTTING THE DESCRIBED EASEMENT AREA -OR THE PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, REPAIRING RENEWING ALTERING, CHANGING, PATROLLING ENERGIZING AND OPERATING SAID ELECTRIC SYSTEM, AND THE RIGHT AT ANY TIME TO REMOVE ALL OR ANY PART OF SAID ELECTRIC SYSTEM FROM SAID LANDS. ALSO THE RIGHT TO THE GRANTEE, ITS SUCCESSORS AND ASSIGNS, AT ALL TIMES TO CUT AND TRIM BRUSH. TREES OR OTHER PLANTS STANDING OR GROWING UPON SAID LANDS OR ADJACENT LANDS WN /CH, IN THE OPINION OF THE GRANTEE, INTERFERE WITH THE MAINTENANCE OR OPERATION OF THE SYSTEM. OR CONSTITUTE A MENACE OR DANGER TO SAID ELECTRIC SYSTEM. IT IS FURTHER COVENANTED AND AGREED THAT NO STRUCTURE OR FIRE HAZARDS WILL BE ERECTED OR PERMITTED WITHIN THE ABOVE DESCRIBED EASEMENT AREA WITHOUT PRIOR WRITTEN APPROVAL FROM THE GRANTEE, ITS SUCCESSORS AND ASSIGNS; THAT NO DIGGING WILL BE DONE OR PERMITTED WITHIN THE EASEMENT AREA WH1CH BILL IN ANY MANNER DISTURB THE FACILITIES OR THEIR SOLIDITY OR UNEARTH ANY PORTION THEREOF; AND THAT NO BLASTING OR DISCHARGE OF ANY EXPLOSIVES WILL BE PERMITTED WITHIN FIFTY (50) FEET OF SAID LINES AND APPURTENANCES THE CITY OF SEATTLE IS TO BE RESPONSIBLE, AS PROVIDED BY LAW, FOR ANY DAMAGE IN THE CONSTRUCTION, MAINTENANCE AND. OPERATION. OF SAID. ELECTRIC SYSTEM ACROSS OVER, UPON AND UNDER THE PROPERTY GRANTED IN THIS EASEMENT OR ADJACENT LAND THERETO. THE RIGHTS. TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL CONTINUE AND BE IN FORCE UNTIL SUCH TIME AS THE GRANTEE, ITS SUCCESSORS AND ASSIGNS SHALL PERMANENTLY REMOVE SAID POLES, WIRES AND APPURTENANCES FROM SAID LANDS OR SHALL 07HERWSE PERMANENTLY ABANDON SAID ELECTRIC SYSTEM. AT WHICH TIME ALL SUCH RIGHTS, TITLE PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE. OPEN SPACE EASEMENT LINE TABLE LINE 1 OMECOON. j.. DISTANCE ELI N8959'54'W 4025' ELZ 8003904E 10.13' ELI N89395 58.26 EL4 N7341 10 270 E1S N7341'17'W 262' ELI 7419 3.' 4 EL7 N877834E 51.21 EL8 N09O732E 7244 0_9 N5720'04E 27.23' 0.10 N83239.05 0.11 N1325 0.32 88936 / 6.42 ELIJ N14'9361' 35.05' 0114 N8816'0919/ 47.06' E15 N8876'09'W 5.12' _ 0.16 N/ 0.S 3200 EL17 82125.84' EL18 N8Y40'2 'W 14.88' Gig N724/ S7 £ - 20.92' 020 N52S72'47'W 3209' EL21 N52424 W 28.92' EL22 N892056'W 26.97' ET23 N892056'W 24.39' 024 N6920T56'W 1635' 025 N604136E 5267' 9126 NOOD000 E 9.61' D_27 N8920 33.40' 0.28 5753914E 4591' - D n N 0_30 _ N193854"W 38.71' 0_31 N3255'ir* 33.44' _ EL32 N8522 0..33 651•62•65T 18.82' 0.34 N08'45'04E 22.04' E_35 N41t18 EL36 NO232'46'w 21.13' 037 N64334 60.03' 0L38 60232'46 19.88' EL39 N3W1NL34E 2266 00.40 N6433'41'W 41.66' E_sr N38 16.16 E_42 N7429 41 E 25.99' 0.43 80396 31.75 EL44 N349932E 25.95' E_45 1408 15.18 a46 N2635'42'w 14,93' E_47 80244 17.08' 048 N3505Y21.05' EL49 142242'40T 16.28' EL50 N87'48'28'W 20.74 - -151 ' N87 r0.83' EL52 N87 2 W 257' a53 N0137'43E 50.00' EL54 N355T5TW 74,34 0.55 r OPEN SPACE EASEMENT CURVE TABLE CLRYE I 1A0115 I LENGTH 1 DELTA EC1 5111' 57. 93' 6229'43' 0:2 47.00 1723' 205932' E63 33.27 36.25' 622518" E64 20.00' 49.81' 14241 RECEIVED CITY OFTUKWILA AUG 1 "a 2000 FOSTERVIE ESTATES PERMIT CENTER 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 75, T 23 N., R. 4 E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON 1 R.L. McD S, INC. DArE 2 LAND USE CONSULTANTS 088 9r KMr ENGINEERS a SURVEYORS • PLANNERS • MANAGEMENT Joe NO 96069 3605 Q7LBr ARMY Mgr, 84974G1L8I 98201 (425) 256 -4438 FAX (425) 258 -1616 sal a Of _4_ a I PL - • USES IN'PLA 1568A _ 2 a 1568B Mb, 1843A mod 1843B 6 2060 5 2108 5 (.2) 2246 —, 5 2119 6 LOT # PHASE PLAN MOD'ED PORCH AREA LOT # PHASE; PLAN MOD'EDI PORCH I AREA I LOT 1 A 1843B X 1 LOT 21 B 2119 I 5 LOT 2 1843A X LOT 22 2060 LOT 3 2119 LOT 23 1568A LOT 4 2246 LOT 24 i 1568B 6 LOT 5 B 2108 X 2 LOT 25 C 1843A LOT 6 2246 LOT 26 I 1843B LOT 7 2246 LOT 27 D I 1843A 7 LOT 8 2108 X LOT 28 I 1843B LOT 9 2108 LOT 29 I 1843B LOT 10 2246 LOT 30 1843A LOT 11 2108 LOT 31 1 2060 LOT 12 1568A LOT 32 2119 8 LOT 13 A 2108 I 3 LOT 33 A 2060 LOT 14 2108 LOT 34 2119 LOT 15 MOD'F.D (I) LOT 35 c 1843B 9 LOT 16 2108 MOD'F.D (2) LOT 36 1843A LOT 17 2246 LOT 37 1843B LOT 18 C 2060 4 LOT 38 1843A LOT 19 2119 LOT 39 1843B LOT 20 2060 LOT 40 D 1843A 1 10 3(11MilF UT AN MATRTY & CCTIFTITTT.T ' i i(i I k \ t .....,_— .,..,A....1.0,.... .1,Airz...1 f p tire om . ,___„,,,,,, i / PHASE A PHASE B PHASE KEY PHASE C PHASE D (SEE SHEET C - 1 FOR STREET ADDRESS OF EACH LOTS) CONDITION L CONSTRUCTION OFIND DUAL HONES, IN !DIN •' i s FOOTINGS, FOUNDATIO ETC. MUST BE \. ' ^. IN ACCORDANCE THE APPRO :'1 DEVELOPMENT PLAN. 2 THE HOUSE DEVELOPM:UT PLAN 0 AREAS EACH AREA IS TO B DEVELOPE CORRESPONDING CON UCTION 3. THE CONSTRUCTION AREAS S BE D PER THE GEOTECHNICAL MMENDA OF TERRA ASSOCIATES OR ANODE GEOTECHNI ENGINEERING FIRM AS APPROVED BY :IC CRY OF 4. THESE GEOTECHNICAL RECOMMENDATIONS .: ID BE IN AS PART OF THE SIBMITTAL FOR EACH OF r :1 SINGLE F RESIDENCE PERMITS; ON A LOT BY • BASIS, GRO IN CONSTRUCTION PHASES S. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR A TEMPORARY EXCAVATION RECO AREA TO ALLOW FOR THE INSTALLA FOOTINGS, FOUNDATIONS AND FLOOR B. CONSTRUCTION AREA AND PHASE MITIG FOR SOIL STABILITY AND EROSION CONTRO DURING HOME CONSTURCTIOPL C. GEOTECHNICAL RBUIREMEND NEEDED TO ALLOW 'ta' IMPLEMEN- LAIION OF ADJACENT HOME MVOOfBE1IICONO1VCDO AREAS D. CONSTRUCTION DESIGN PARAMETERS ON A LOT B LOT BASIS E. FOR LOTS 21 THROUGH 34,111E UNSUITABLE I MATERIAL SHALL BE OVER EXCAVATED DURING CON ' UCTTON OF FOUNDATIONS, FOOTINGS, AND FLOOR SLABS .I I DIIIONALLY, THERE Will, BE LIMITED EICAVAIIONAND REMOVAL OF ;1' REBUTTABLE SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOTS; ON THE " 'ER PORTION' (SOUTH END) OF EACH LOT WILL BE FLA D DURING LOT DEVELOPMENT OT ACHIEVE AN INCLINATION°' 25i ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A I ' a. ' I CONCRETE OR MECHANICALLY STABILIZED RETAINING WALL THE PORTION' CCORRECTED DURING D DEVELOPMENT S I PE PROBLEMS 6. THE APPLICANT IS TO INCLUDE, AS PART OF 'IR SINGLE FAMILY RESIDENCE PERMIT, THESE G I 'CLINICAL RECOMMENDATIONS AS WELL AS A LEITER FROM THE EOTECHNICAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASS OR I 'D IN AREAS, THAT THE HOME, FOOTING AND FOUNDA ON DESIGN ADDRESSES AND FULFILLS THEIR GEOTECHNICAL RECO.1.: ' ATIONS 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINES'- IS TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPME PLAN. FIELD REPORTS ARE TO BE SUBMITTED TO THE CITY OF " I AND TO ADDRESS: A. TEMPORARY EXCAVATION OF CONSTRUCII S AREAS AND MITIGATION MEASURES R VERIFICATION OF FOOTING, FOUNDATION, AWING WALL AND FLOOR SLAB INSTALLATION METHODS DRIVEWAY PLACEMENTS ACCORDING TOOEOTECHNICAL MMENDATIONS C. VERIFICATION OF BACK FILL AND PREPARATION FO CONSTRUCTION IN ADJACENT HOME DEVELOPMENT CONSTR CTTON AREAS ACCORDING 1D GEOTECHNICAL RECOMMENDATI NS 8. THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THEIR GEOTECHNICAL RECOMMENDATIONS TRACT "A" PROPERTY UNE - 7YP (TRACT BOY) ZL2&o Z7/ OME DEVELOPMENT PLAN, KEY PLAN SCAIE = 40' R/W RECEIVED CITY OF TUKW1 A AUG 1 6 2000 PERMIT CENTEFI 80 160 B LOT # PHASE PLAN PORCH AREA LOT # PHASE1 PLAN ITN AREA LOT 1 A 1843B X 1 LOT 21 B' 2119 5 LOT 2 1843A X LOT 22 2060 { LOT 3 2119 LOT 23 1568A LOT 4 2246 LOT 24 1568B 6 LOT 5 B 2108 X 2 LOT 25 C 1843A LOT 6 2246 LOT 26 1843B LOT 7 2246 LOT 27 D 1843A 7 LOT 8 2108 x LOT 28 1843B LOT 9 2108 LOT 29 1843B LOT 10 2246 LOT 30 1843A J LOT 11 2108 LOT 31 2060 LOT 12 1568A LOT 32 2119 8 LOT 13 A 2108 3 LOT 33 A 2060 LOT 14 2108 LOT 34 2119 LOT 15 2108 MO 2108 (1) LOT 35 C 1843E 9 LOT 16 21°8 MoIYF.O (2) LOT 36 1843A LOT 17 2246 LOT 37 184,E LOT 18 C 2060 4 LOT 38 1843A LOT 19 2119 LOT 39 1843B LOT 20 2060 LOT 40 D 1843A 10 4OME PLAN MATRIX & SCHEDULI PL - USES IN PL ' 1568A 1568B 1843A 7 1843B 6 2060 5 2108 5 (.2) 2246 2119 TRACT "A" PROPERTY L /NE - 7YP (TRACT ODY) PROPERTY UNE - 7YP (TRACT ODY) TRACT " B" r OME DEVELOPMENT PLAN DETAIL% 20 40 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) 6 KEY PLAN R/W 80 160 40' 0 m m N Q) U) 6 X 0 Q o � 0�7 w U o >`° o v O Q �m Co JOB NO.: 9801321 RECEIVED CITY OF TUKWILA AUG 1 fi 2000 PERMIT CENTER D N ,VAALE I SOUTHGATE PARK ■ EX UAL1, POLE EX UTIL /7Y POLE , NAP. - LECf7A77GW RUEELX UAVJY POLE EX ROCKL Y Ex CONC. watts I EX G7/Y POLE J \° c GRADING AND STREET PLAN PER CIVIL FINAL GRADING PLAN SHEET CO3.1 3)2600 wIrl 0 20 40 60 80 SCALE 1 -40 160 LAN �I. 7ELE STREET RA P ITS STEPS E A5D NEW 5' COM: WALK NEW 5" ASPN WALK SEE SWEET MD FOR 51TE STEP PEORIATIOTI RECEIVED CITY OF TUKWILA AUG 1 6 2000 PERMIT CENTER TO "PR /YATE ORATNAC£ESMT l PRTYAINSRNNACE - •,AM1? .0E4 ESVT CUT & FILL CALCULATIONS (IN CUBIC YARDS) THESE CALCULATIONS ARE BEING PROVIDED TO THE CITY OF TUKWILLA AS PART OF THE PERMITTING REQUIREMENTS. CUT AND FILL QUANTITIES ARE GIVEN AS TWO SEPERATE NUMBERS FOR THE TOTAL AMOUNT OF CUT AND THE TOTAL AMOUNT FILL ON EACH SITE. EACH CUT AND FILL QUANTITY HAS BEEN CALCULATED TO INCLUDE FOOTINGS, CRAWLSPACES, THE ARFA UNDER THE GARAGES, BACKFILL FOR FOUNDATION, AND AROUND SITE WITHIN PROPERTY LINES. CALCULATIONS ARE BASED ON THE DIFFERENCE BETWEEN FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILD OUT. TOTAL TOTAL ADJACENT TO LOT ` LOT CUT FILL WITHIN R.O.W. \_ CUT FILL 01 348 133 0 0 02 177 266 N/A N/A 03 35 37 0 4 04 60 114 N/A N/A 05 25 193 N/A N/A 06 25 204 N/A N/A 07 22 290 N/A N/A 08 40 227 N/A N/A 09 25 235 N/A N/A LOT TOTAL TOTAL ADJACENT TO LOT 10 35 255 N/A N/A CUT FILL CUT WITHIN R.O.W. 11 60 150 N/A N/A 26 449 0 12 87 0 N/A N/A 27 551 0 13 193 30 N/A N/A 28 647 0 N/A N/A 14 41 150 N/A N/A 29 424 0 N/A N/A 15 45 150 N/A N/A 30 381 0 N/A N/A 16 45 85 N/A N/A 31 38 137 N/A N/A 17 56 36 N/A N/A 1 32 35 81 0 83 18 N/A N/A 33 38 122 0 66 19 N/A N/A 34 35 37 3 7 20 N/A N/A 35 596 0 N/A N/A 21 35 0 N/A N/A 36 580 0 N/A N/A 22 0 38 N/A N/A 37 480 0 N/A N/A 23 0 44 N/A N/A 38 446 0 N/A N/A 24 282 0 39 395 0 N/A N/A 25 506 0 40 473 0 N/A N/A EX OM/ POLE " 75{�ANY£- YE ANLW PL EST9AN A/92 P//gLIC //TTVTYEA.'EMENT 107 ORNNACT ESf/T OPEN S ACE EASEMENT TRACT "A "/_ - PROAERTY LINE — 7JP (TRACT BOY) PROPERTY UNE — TYP /TRACT BOYT SOUTHGATE PARK \\ \ �\ / ` —� PL.S.YAN AND R/BL/C O7/( %TYEASfMENT V, POLE tx CONC lf'Ail� �.S �yul �• 1 EX cur POLE - °� RDESI/dANA PL$M f T , li3 'YAf - . s NTR/O'EA.YHNT APA/NAQ ES/T I\ mew il GRADE COMPARISION EX ROCKERY r FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILDOUT 0-2 0 20 40 60 80 SCALE 1:40 160 M STEPS 5E E ASD NEW 5 CONC WALK NEW 5 ASPH. WALK SEE SWEET A5. FOR SITE STEP IPFORIATICN RECEIVED CITY OFTUKWEA 466 1 6 2000 PERMIT CENTER R/Y: co (� Lc: v co co 0 ° Q o 2 N CDD o) x c i} I SITE PLAN NOTES 1 THE SITE PLAN SHOWS FOUNDATION AND FOOTING OUTLINES THE FOUNDATION DETAILS NOTED ON THE SITE PLAN SHALL TAKE PRESIDENCE OVER THOSE ON THE BASIC HOUSE PLAN 2. OVERALL SITE TOPOGRAPHY IS SHOWN ON SHEET Pty. a ALL FOOTING DRAINS ARE PER DETAIL 9/P8A 4. STORM DRAIN - SEE CIVIL SHEET C-8. TIGHTUNE FOR HOME SHALL BE 4' NON - PERFORATED ADS N-12 PROVIDE 4% POSITIVE GRADIANT TIE TIGHTUNE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION PROVIDE CLEANOUT AT JUNCTION THEN CONTINUE TIGHTUNE TO STORM DRAIN. 5. SANITARY SEWER - SEE CML SHEET C-12 SANITARY SEWER SHALL BE 6' SDR 35 WITH A MINIMUM OF 2% POSITIVE GRADIANT. CLEAN OUTS SHALL BE PER CITY INFRASTRUCTURE STANDARDS 6. WATER SUPPLY FROM METER TO HOUSE IS 3/4' TYPE K COOPPER WATER METER IS FOGTICHT #t CONNECT WATER SUPPLY TO WATER METER SETTER SEE CIVIL SHEET C-13 7. DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4° CONCRETE EXPOSED AGGREGATE OVER 2' OF 5/8' MINUS WASHED ROCK MAXIMUM WIDTH TO BE 20-O MAXIMUM SLOPE ALLOWED IS 15%. LOTS 3, 4 ,5,6,7,8,9,31,32,33AND34TOHAVE RESIDENTIAL TRENCH DRAIN TIGHTUNDED TO STORM DRAIN. ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE GRADIANT 8. CONSTRUCTION SEQUENCING AND TEMPRARY EROSION CONTROL DURING FOUNDATION WNSTRUCTION SHALL BE PER SHEETS P10 , P11, Pt2 , PIS AND PIA. 9. EROSION CONTROL AFTER BACKFILL OF FOUNDATION AND BEFORE IMPLEMENTATION OF LANDSCAPING PER LANDSCAPE REQUIREMENTS SHALL BE STRAW PER K.C. SURFACE WATER DESIGN MANUAL APPENDIX D. 10. CUT AND FILL CALCULATED FROM SHEET PLO. 1 / .2000 -271 These elm have been reviewed by the Put lic Works ,P.':` tment for conformance with cur,c t City <_t • Acceptance is subject tr c' - ,s an_? c „ which do not author', vie a . ndards or ordinances. Thy i : for t': sdaquacy of the design rests tt,.: t .c Coaiener. Additions, deletions or re; thcse drawings after this date will ys. ',`,is a,:ceptance and will require a resubm''.. of revised drawings for subsequent appre F s . - - ,t .noe is subject to field inspection by the `.;`s r':s utilities inspector. 3L woo By: ,l�W •uJ' ACCESS L 4 Sir N £W4 /NA6fi R ECEIVED CITY OF TOK�"�ILA AUG 2 8 2000 tu Q JOB NO saw TITLE I P6A SHEET ' 'JOB NO.: OBOE Kappler Architects, P.S Belle sF a s i r Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 DjJJARDIN Date By Description b •natir 1 l ;�` A ug X , uI MO 1 Qe.al.o. 8 01100 ®PHD M p C CO u ti o BD / LOTS 16A16•NOTCLOUDED ` ,, pFL 1 : 11 �f WPSIIINGTUn FOSTERVI ES THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT • 0 1 : TOAD DECKS GALL NOT BE USED FOR ALL CODITICNS INSTALL LOVER DECK OLT IAEN GRADE REQUIRES. 7x6 RALAG 2x2•SIT OC (CUR DIST. BTIN NOT TO EXCEED 4' 5/4 x 4 EC CDR DCK'G 2x8 P.T. DECK JSL AT 16'OL. ATTACH LEDGER •/ 2 ROWS OF VT LAG BOLTS AT 16' oc TTP TA FLOOR FRAMING R. BOARD FER RAN 6x10 P.T. BEAM ECG. TO POSTS ABOVE AND BELOW 2x FACIA BOARD Cr GREATER DEPTH WAN JOISTS) 3/4' LAG BOLT. AT EACH END 6x6 KNEE BRACE. TP. 5.6 P.T. P057 W CB66 KNISH GRADE (4)4 BAR NEW_ .1 STUB INTO F0071. 4 BAR MAP •D oc MPN TCP AND BOTTOM 36,36540' CONC. PAD al (4).4 BAR EACH UHAY ON SOLD Web - TRATE F00716 DEPTH FER GEOTECH E.INEER FOOTING DRAIN DETAIL 9 3 /4• =r-O' NOTE: FOOTING DOES NOT SLIDE. N THIS CCDITIOH, FOOTING SPANS HORECNTALLT. AS(ED GRADE \ TOP CF SLAB 8 ® TyP. DECK CROSS SECTION ( FOUNDATION DETAIL si4 " =r-O• D52 ?- 1; -7_`;1 J /4' =1-0' 1'•6' 10' FOUNDATION DETAIL (8)• SOLID SEE DETAIL FOOT. MAN (DM 2 SWEET A -I) U \ TOP O F EAR TOP OF J EAR FOUNDATION DETAIL 270'X3/16' 52 UAASLIERS • 4' -0' . 3 SHEET A -U EXCEPT • D CN SHEARWALL DULE T MN EMBED. .4 BAR •TOP 4 VERT. BAR • D oc. FULL 1pED GRADE HEGHT CF WALL. (DM 3 SHEET A -0 VERT. J BAR GR60 S oc (DN.3 BEET'A -U DAMP PRO'FNe ( DIV l 514T AIL 4 NORZ. BAR •10'. M16' OVERLAP MN) (DM 3 SHEET A -U TIGHTLNE •4 NOR. BAR 2'- 0••16'. N.3 SHEET A•U • AIL 9/P53.0 FOR DRAIN CONSTRUCTION IV. ,y A -U (6)4 (DN 3 U SOLD 4• CONC. SLAB 3/•=r-O' DEN 71415 DATION DETAIL FOUNDATION DETAIL (3) .4 BAR CONT WASHERS EXCE SEE DETAIL 9/1'8ID DRAM CONSTRICT! .14IG.LAR SUfKNARGE SOLID SUBSTRATE (3) •4 BAR CONT. (DIV. 3 5/8'xID AB. 16/2 . 116' STEEL PLATE RS • 4' -0' OC. (Dlv. 3 SH A -I) EXCEPT A5 NOTED • ARWALL SCEDULE N ETBED- Q FOOTING DOES NOT SLIDE M THIS COOT., FOOT. SPdNS. HCRIZONTALLY. \ TOP OF SLAB TOP Cf J BAR F 151-, GRADE W \ \ 1•0A,F NOTE: FGL\7TPG - 5 NOT SLIDE IN THIS CONDITION, I G SP HDRIZCNTALL TOP CF., BAR I/2' CLEAR • •. ! / I' -0' S 3' -3' NTS. ® FOUNDATION DETAIL 3 /4' =r-O• _\ TOP OF SL•= •" GRANJLAR STRUCTURAL FP.L SEE SITE SPECIFIC FOUNDATION DETAL FOR FOOTING CCNSTR1CTION FABRIC - MIRAFI 500N OR EQUAL TVaHiLPE WASHED'LS• MATERIAL 2'-0• MN OvER FOOT'G DRAW 4 RIGID FEFFORATED PIPE (4& MN SLOPE) 5)8•)0• ABC Of 27¢76)• 52 STEEL PLATE WASHHS • 4 0.0 (DM 3SHEEL A-I) EXCEPT A5 NOTED CN SHEAREOLL SC[EPJLE T TAN EIVED 1•4 BAR • Ia. VERT. BAR• I6' OG.FiLL HEGHfT CF WALL (DIV 35HE. A-11 .4 .R1.1 BAR • MI, 3 SEES" A-U 4 NOR/. BAR •kr oc (DIV 3 SWEET A-11 DAMP PROOF.( DN 1567W TfGHILFE •4 NCR/ BAR 3 oc [DN.3 SHEET A•0 (5) 4BAR COPT. (DM 3 BASET A -U SOLID 31551RATE SEE DETAIL SPED FOR FOOTING DRAM CO STRACTIGN IDN2 SHEET A-U _(2)•4 BAR • TOP •4 vERT J BAR •5 - . (DM 3 SHEET A-U 5/8••x10' AB. UV 27Q76.46' S2 STEEL P L A T E WASHERS • 4'-0 OL_(D[v. B EES A-U EXLEoT AS NOTED CN SPEARIALL SCIED18 -E T MN REED ▪ vERT. BAR• IV OC. FULL FEGHf CF 11NLL (DM 3 SHEET A-0 4 NORL BAR • kr oc (DN 3 SHEET A -U I� DAY FRCCFN5s I DIv! SETT AUm TGHTLPE • NORL BAR 3'-0'• BY oc (DM 3 SHEET d -U (6) •4 BAR COWL (DM 3 SEEP A -I) SOLD SBSTRATE SEE DETAIL 45) )8D FOR FOOTING ORAN CONSTRICTION (DM 2 SHEET d -II 5Bx10' AB. UV - •'X3/16 STEEL PLATE 4 OL (Div ET A -I) EXCEP- . SFEARUW.L • .� T MN EtEED. 0) 4 BAR • TOP •4 VERTBAR•9' OC, FULL HEIGHT O= WALL (DN 3 SHEET A -U .RT. J BAR GAP 60 • S'. (DN. 3 SEED d -U •4 NORL BAR •8'.. (DM 3 SHEET A -1) DAMP PR: G(DNI SW AD w TIGNTLME IS .4 NORL BAR 4' -0 • 9' . (Div.3 SHEET A -U ; CONT. A -U TE FOR TRIM ON MEN GRADE \ TOP CF J BAR 9 lo � m NOTE SDG. MIST BE N 9A PLACE PRKR TO BACmu_ LF taw._ NTS ()FOUNDATION DETAIL 3/4'.1-0* TOP CF FTG TOP OF SLAB \TOP OF J BAR NOTE SC. PUST BE IN .0 PLACE MICR TO RLL BAcKFLL CF WALL. 7CP CF TOP CF 3 /4=f -O R.44 GRADE • }_- • .• (sr, I�. I' 10' NT$ NTS FOUNDATION DETAIL 3/4W-0' I I/2' CLEAR S/8'ex10' AB. IW 25276/16' SR STEEL PLATE WASHERS • 4'•0' O.C. (DIV. 3 SFIEET A - EXCEPT AS NOTED al 51EAR1WLL - - SCHEWLE I'MN EMBED. - 1 - " - ' µ (2) .4 BAR • TOP •4 VERT. BAR • D' ., RILL (DI IGHT 1- WALL V. 3 SHEET A -I) •4 PERT. J BAR •6' (Div. 3 SEET A -U DAMP FROM. ( Div. 1 SFR AU 4 NORZ.BAR• II . (DI OVERLAP -I) (DN: 3 SWEET A -11 TIGHTLI E (5) •4 BAR CONT. (DN. 3 SHEET A -U IL SEE ETAIL /PRID FOR FD . D 2 S DRA C ONSTRUCTICN (DIV. 2 SHEET A -I) SOLD SUBSTRATE 4' CONC. SLAB OVER 4' ROCK OVER VAPOR CAROM NOTE: FOOT?. DOES CONDITION. FOOT. STEEL PLATE WV WASHERS • 4' -0 OC. (DIV. 3 SWEET A -U EXCEPT AS IVIED CN SHEARWALL SCHECILE l' PUN. EMBED. (2) •4 BAR • TOP • vERT. EAR (9' -0' two • Q• . (DIv. 3 SHEET A -0 vERT. J BAR GR60 (DM 3 SHEET A -U DAMP PROOFING ( DIV l SUIT. NORL. BAR• 8' oc • OVERLAP MN) (DN. 3.BEET A -I) TGHTLIE •41408. BAR 3'- 0'•Q'. (DM 3 SHEET A -0 033 T. S SEE DETAIL 9)PBID FOR ; L J (DIV 2 . S DEAN CCN57RUCTICIN (DIV. 2 SHEET A -U (6) •4 BAR CUNT. MN.3 SHEET A -I) SOLD SUBSTRATE CCNC. SLAB OVER 4' ROCK OVER VAPOR BARRIOR (2)•4 BAR • TOP • !;rl VT CLEAR ▪ FCR. BAR • 8 . �� (Div.3 SHEET A -U SA3,10 AB. UV 270'X3/16 52 STEEL PLATE WASHERS • 4'-0' OC. (DIV.3 SHEET A -U EXCEPT AS NOTED ON SFEARUALL SCIEDULE 7 MN EI'BED. 4 vERT. BAR • IV oc - PLC 14EIGHT CF WALT. (DIV. 3 SHEET d -U .RT. J BAR GR60 • S' ac (DN. 3 SWEET A -U DA/ 1P PROOF. (DN.I SHT AU HOP. 3' -0' BAR • 10' . (DN.3 SHEET A -I) (l) •4 BAR CONT. (DIV. 3 SHEET A -I) SOLD SUBSTRATE 4' CONC. SLAB OvER 4' ROCK OVER VAPOR BARROR \ TOP OF FTG \ ToP TOP CF SLAB ‘‘, TOP OF BAR GRAD FOUNDATION DETAIL 3/4 =r-0 NOTE: FOOTING DOES NOT SLIDE N THIS CODmON SPANS HORIZONTALLY. TOP CF SLAB TM OF J BAR WISED GRADE 112' CLEAR FOUNDATION DETAIL 3/4 =r-O• • 2 7/ E FTOAE ' AB- W 2 / YXCx3/1E , 5 WASHERS • 4'-0' O.C. (DIv. 3 EXCEPT AS NOTED ON T MN EMBED. OC, I' -6' CORNER 3 SWEET A-IJ NE DAMPPROOFNG (DM 1 SHEET A -U SHEET A -U BAR 16 OC. ALTERNATE SENDS SHEET A -U 9)P8ID FOR FOOTING TIM (DIY.2 SWEET A -U 2'X1760' 52 STEEL PLATE -0' 0.C. (DIV.3 SWEET A -I) NOTED ON SHEARIUALL SCHEDULE MED. 4 BAR •TOP 4 NORL BAR 10' 00. I' -6' CORER ,. OVERLAP .(DIV. 3 SHEET A -0 •4 VERT. J BAR K' OC, ALTERNATE BENDS N. 3 SHEET A -I) NG (Div. l SWEET A -0 BAR •TOP •4 vERT. BAR • IV a, FILL WEKa14T CF WALL (DIv. 3 SHEET A -11 •4 vERT. J BAR• 8' ac (Div.3 SWEET A -U •4 NOR/. BAR • 10' oc (DN. 3 SHEET A -I1 DAMPFROCFING ( DIv l SIT AU TLINE (51.4 > - CCM. (21 AT (Div. 3 5. 4-I) FOOTING. v. 2 SWEET A -U SOLID SUBSTRA SEE DETAIL 9/P50 FOOTPG DRAM CONS TIM (DIV.2 SHEET A -I) NORL BAR • 10' . (Div. 3 SHEET A -11 5/5'x(10' AB. W/ 27076/16• S2 STEEL PLATE WASHERS • OC. (DIv, 3 SHEET A -U EXCEPT AS NOTED CN SEARWALL SCHEDULE l' MIN EMBED. (2)•4 BAR •TOP •4 vE T OC,R1LL FEG14T CF WALL (Div. 3 SHEET A -U • 4VERT.JBAR•6'. (DIV. 3 SHEET A -) DAMP PROOFNG ( DIV 1 SW Al) TGNTLME •4 NOR/ BAR 3' -0' e:10' (DM. 3 SWEET A -I) (U•4 EAR COIN. (3) AT TOE (Div. 3 BEET 4 -1) SOLID SUBSTRATE SEE DETAIL 9/P5.0 FOR FOOTING DRAW CONSTRUCT. (DM 2 SHEET A -U 7E CO () AUG 1 6 2000 PERMITCEMER S AL AMAWOL'ES S7 ' HA v' CADGERS AND SAFETY STEPS SEMER'P /PE SHALL DE Pl-L', ASIA/ D -,7Q3f S9P 3S NO1E , : AS BU /G 7 /NFORAAA770N /S AS OF .0/..50/9.9.1 1 MANHOLE L %DS 1 ' /N' I PA YEuE/yT ARE IN A1P.` R /A!'ELEi/A77ON.S MA Y' C//ANDE AFTER /7NAL LAYER OF ASPHALT 'P 4EA/ENT HAS BEEN APPLIED �I ALL H K .57/ALL BE /N ccwFaSVAM:E MIN M6' DOr' STANDARD PLANS AND SPEPF/CAT/ONS F? ROAD, 8.8556C AM) MONK/PA LYISCSTRUCTKVg LYIY OF TUKJMLA PL4glie moors SERER LxWSTRUCDAN AND DEYELa°A/ENT STANDARDS AND YAL Lt.E,SEbER 0CSTR/CT STANDARD SPEC/RCA AONS A/AM /CFCS S7/AL EE" 48-AYG7'/ DIAUE717Z TYPE 7 MIN ECa CONES TIE 4./4414:311 HETD/T or THE RISER ASOPE THE CONE SHALL BE 14 /NO, /ALLUD /NO FIMAL" AiW COP R- BASE SECTKW ,g1ALL cONTA/N A PREFAB)4YLATED CONCRETE CHANNEL 11/f7BER GYASS SUPPORTD PLASTIC LINER BY ON LIED? LTD OR E121/AL ALL MANHOLES STALL BE CHAN/VELm 1D ?7/E 040, OF.T /E. .SEMER S DIE /N1ERT THE OUTLET ,5rMER 571A, SE A AMNIAI4I LK' a 1 FEET EOM' THE IYCAU/NG I WRT ELEVADONS /579 EX SAN A/fi /70-:2 IE 70050 (8"!N S) ' FX EDlEERr ,0024/8 LV'TN)... ,� 1 FE C-.iUG WAIL —`--- Aii N0 P /PE DATA i011 NO S /OPE f -GO 2 95 ,% 12717 ' 65/: /942 6. 1 :7-s% 7'' 267* . /O li I. 1 11 5.1351' 12', �. 741959, p 8 /q 1 � , 52.97 � 1 y /8': 1724E1 ' 16'., ,52 ✓9'� X 10, 1.'17. 4 IEX' 74 487 9 S /?9 "229 'ti III 1 f •41 � t�' � � I� E %PtFES 1341s-oo� II , Y 1' I PLANNED 'IRE'S DENTIAL DEVEL0R'ti�ENT r 'OSITERV;IEW ESTATES r C G I P '' J1 RDIN .- DEUELQPMENT •� M ANYjh,, • N ry N(P tEf - [NITRPR'SE � Ii' .'4.r F :NC••2 }k 90:8 si.� '.1 +I� -+ •' -- _. � -- �._ -mss- _; -:f� ... - i- .�..., 8'M EL 159 35 rt 7 Ca t; a. ✓5 ^ 6 ▪ 3 1 '5953 . c 72 B.'2, 42 17J_' �I.. 193 72 1 57, 2 ' p59 TREET MEF' - , 1'MONNEAS'SEME rv pas otrAC 'la:I 5' AYACK/L77A'I1r /r \ 1. = cAr VKIE f = 'e'x,6'RA (N(ACTx 7. H YA PAM lASSSaRYAS7.3' J '.Li( I4E5 3h PLANNED IRESIDENTIAL DEVELOPMENT' `' FOSTERVVIEW 'ESTATE DiUJARD{N , DEVELOP +MENT COMPANY r. 152.0 STAND Q S • • 1. APPRa0 ATF LIMIRES HAt£LEENVI oa UiWD FILM AVAIL A'ELOWS AND ARE S747MN f LatINEN VLE 771E LOV7RACTOP S7//YL BE HisaoKS/mF FAP It7M944770N OF LOCARCW SHOWY AVO FOR OIC0I401Y OF Pte£ Aa '121AL URURES At7r SHO NV SO AS 70 ARNO DAMAGE aP LIES77.4457WCE RC LOVTRACT W SHALL CONTACT 7HE 1/71/-/TES LA16'AF7rrn, VERN7 LLCA1X4V !a N7ER (f -6487- 424- 55i5�SJ MIN 70 L SNS77NC7Zig 171E OMAER OP MfSi R PRE.l77VTAR!£, SYVALL 6F LYWTAC7ED F A UTILITY G!?112C7i EX6s7S r 2 eXWJ PACTOP SHALL NODFY DESRACT EM NISP A AMARA( Cr 48 `hq'APS I AV AOVM4CF OF ALL RE4LF' S7SIi'OP STAA'/W , 7FSTAW LW AN.9 Z COV7RACTO4 IS RE3RaVSISZE ftaP La/7ROL ATF AAI£ A' STAhlin 4S CCOVIRAC7OP SHALL FLIMSY SHIP DNAINV6S MP APPROVAL 111/6 RELYAND BY PC RETAIL WE/MCAT/OAS ANDFfa? 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INSTALL RAILING FULL LENGTH OF CONC.., 5' -10 IR' TOO. - H9'-9 -3/4' 511E DETERMINED TDL_ = 149'-9 -3/4' 32'•0' 10.3 1/2' 32' - Unfinished Basement GONG. : 5` - I/' TOL_ = ta3-6' TOL_ = f41 "-6 -10 I/2', 11 -10 V 1 3/4' TOL. = 68'-0' too '= 749' - 9- 322' NOTE: 1 MAIN FINISH FLOOR ELEVATION 50 205 5 THE DAM ELEVATION USED TO CALCULATE ALL TOP OF CONCRETE. (TAO) CALLOUTS ON 7710 FAADATION WALLS 1. ALL FOOTMG DEPTHS WALL BE PER 001 10 OF THE. APPROVED .FLAT. PER IA3C5092 INSTALL RAILING F1A1 LENGTH 1 OF CONC. WALL ..,. . SYMBOLS & LEGEND POINT LOAD FROM ABOVE W/ LOADING ®� POINT LOAD TRANSFE DOIUN WI LOADING HANGER POINT LOAD TRANSFERED BY KICKER HOLD DOUN WITH SIZE DESIGNATION VERTICAL STRAP WITH 512E DESIGNATION TO BE USED ON FLOOR BELOW.. HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION UIITN INDEXED NUFIBER - - EXTENT OF SHEAR WALL TYPE OF SHEAR WALL, WALL ABOVE f WALL BELOW NOTE: UNLESS 03000050 NOTED, ENGINEERING AND CALCULATIONS 405 NOT PROVIDED IN TI-1050 DRAWING5.! 00/03110D C[TYOFTL1i02A AU6 i' 6 2000 PERMIT CENTER POINT LOAD ,FROM ABOVE J06 ,I NO: , 0013422. SHEET GENERAL FRAMING NOTES I FOUNDATION KEYNOTES FP -1 ) ( FP -2 1 FP -3 ) FP -5 ) (FP -6 ) FP-1 ) FP -8 ( FP -9 (FP -10 ) FP -II ) (� 1 , IBSQ4' CRAWL SPACE ACCESS. INSULATE AND f ) -- WEATHER -STRIP5EE- DIV.010022 - SHEET A - 122 ( FP -13 ) PRESSURE BLOCKING. OF SAME SIZE AS ADJACENT JOIST_ 24'124'X1' MAT FOOTING ON SOLID SUBSTRATE LINT (2) 4 BAR EACH WAY OR 12' STRIP FOOTING PER DETAIL 16/DI 30'130'), M4T FOOTING ON SOLID SUBSTRATE W/ (2) •4 BAR. EACH WAY CR I5' STRIP FOOTING PER DETAIL 16/DL ( FF- y6) W/ ;2/ MAT EACH FOOTWAY WN 1 ON SO I LID SUBSTRATE BAR (FP -I4) FP -11 ) (FP -20) FP - 21 FP -22 ) (FP -23) FP -24) 1. SEE COVER 51-15ET FOR ALL GENERAL NOTES AND REQUIREMENTS.. I, ,.. I 1 '. 2- SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3, SEE COVERSNEET FOR ALL NOTES AND'' REQUIREMENTS CONCERNING- MECHANICAL, PLUMBING, AND ELECTRICAL 4. TRUSS DESIGN BY MANUF. TRUS5 PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE DIV. 0100541EET. A -I TRUSS. LOADING SEE DIV 010001.A SHEET .A -1 TRU55, SPAN PER FLOOR PLANS : TRUSS : TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' oc_UNO. 6_ ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION_ 1. RAFTER TAIL 2x4. VERIFY. 8_ ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9_ ALL HEADERS ARE 4/10 OF .2 LINO. PROVIDE' 11'.` NMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS. OVER 4' -0' 11N10..:' SEE DIV.. 06100 5FIEET A -I.:I CONCRETE STEM WALL 8' WIDE WITH 11132 105(31 ' 00011NG, SEE DETAILS FOR ADDITIONAL INFORMATION. SEE ' DIV. 3 51 -IEET A -1 CONCRETE STEM WALL 0 WIDE WITH MIN- 12'x6• FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE Div. 3 SHEET A -I CONCRETE 5LAB. ON GRADE. SHALL BE 4' THICK STEEL. TROWELED FINISH W/ 5x0: WIAxW1.4 UA.F ON 4' GRANULAR FILL SLOPE. 2' TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE Div. 3 SHEET A-1 I 036 POST ON 0560. l ABOVE SLAB ON 36'/36'x8' MAT FOOTING ON SOLID SUBSTRATE W/(4) •4 BAR' EACH WAY 11 1 I SEE DIY. 3 SHEET A -1 ICRAWL SPACE VENT. SEE CALCULATION BELOW SEE DIY. I SHEET A -I.' ALL CRIPPLE WALLS ARE 2x6 OR 3x4 a I6' cc. UNO. I4' MIN STUD LENGTH PER UBC SEE DIV. 6 51 -IEET A-1 I I I I 4x10 BEAM LINE. MIN. I' CLEARANCE' FROM CONCRETE AT END OF BEAMS SEE Div. 6 SHEET A -I 4/4 POST (SCAB POST ' AND BEAM WITH 2x4) ON 90= FELT ON MA3 FOOTING 10/ PROVIDE 4.e, POST ®',BEAM SPLICE 2 POSITIVE CON - NECTION FROM POST TO FOOTING. PER DETAIL:. I6/D1. SEE., DIV: 0 SHEET: A -1 1 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE. SEE Div 1 SHEET A -I ELECTRICAL SERVICE: PROVIDE (D 2 1/2' SCHEDULE. 00 PVC CONDUIT FOR ELECTRICAL SERVICE AND (D 5/8'x20' LONG GALVANIZED' ROD FOR ELECTRICAL GROUNDING. SEE 'DIV_ 16 AND vERIFYW /SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, 5040. ETC. AS REQUIRED 51.18. STEEL 12' INTO SLAB g,12'oo FLOOR JOIST,.. 15EE Diva 6. SHEET A -1 4x8 BEAM LINE, SOLID BLOCKING BETWEEN J015T OVER SUPPORT. SEE DIVISION 06100'5HEET 4 -1 PROVIDE 50LID BLOCKING THRU JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT,A5'ABOVE AND BELOW' SEE DIV. 6 SHEET: A -1 MIN. 0 CLEARANCE FROM CONCRETE AT END 00 504/15 , EXTEND PIER MIN IS' BELOW SURROUNDING GRADE. 3' DIAMETER STEEL, POST EDGE OF CONCRETE I GENERAL FRAMING NOTES,. I BEARING WAL IL : NIL' JIL JIL L J L,.: JL' J1L lL' Garage GONC 5 1/4'. 16' 2EE FSL Patio CONC 20 F -3 ) (, F -4 ) F -5 ) l F 1 ) F -S ) I F -5 ) F -12 ) 1 F -13 ) F -I4 ( F -15 ) 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 REQUIREMENT5 CONCERNING MECHANICAL, PLUMBING; AND ELECTRICAL 4. TRUSS DESIGN BY MANUF_ TRUSS PLAN SHOWN IS FOR GENERAL LAYOIT'ONLY SEE Div 6100 SHEET 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 oc. UN.O. 6. ROOF 'PITCH - EXTERIOR PER ELEVATION INTERIOR PER SECTION. RAFTER TAIL 2x4. VERIFY. 8. ROOF TAIL AND RAKE, OVERHANG PER R OOF '`. ALL HEADERS ARE 4x10 DF '2 LINO PROVIDE (1) TRIMMER STUD UP TO'4 - (;- AND (2) TRIMMER STUDS OVER 4' -0' UN 0. SEE DIV. 06100 SHEET A -I I FRAMING PLAN KEYNOTES I BACK :FRAMING AND SOFFIT. AREA AS. REQUIRED TO ALLOW FOR HVAC DUCTING. SEE 01VJ5 SHEET A -I RAKED PONY WALL. ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE. FACE OF BEAM 1017H OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EvEN W / , BOTTOM OF JOIST AND TOP OF BEAM'S EXTENDS UP ABOVE 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 SEE. DIV. 01002 SHEET A -I FLOOR JOIST SEE SCHEDULE 01116 SEE DIv. 06100 SHEET A -I' SEE. ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIv. 05100 SHEET A-I FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN .Low JOIS7S TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOWN BELOW: JOISTS 2X6 OvERFRAMIJG ®24' OC 2X6 CEILR JOISTS s 24 OC SYMBOLS & LEGEND 0 POINT LOAD FROM ABOVE POINT LOAD FROM. ABOVE' LOADING B POINT LOAD TRANSFERMG,DCLLN POINT LOAD TRANSFERNG DOLLN W/ LOADING ?- ?v HANGER POINT LOAD TRANSFERED BY KICKER HO DOUR WITH SIZE DESIGNATION � l 0� P� VERTICAL STRAP WITH 517E DESIGNATION I !' , TO' BE USED ON FLOOR BELOW STxx _ ' HORIZONTAL STRAP WITH SIZE DESIGNATION NDICATESBEAM CALCULATION WR1-1 INDEXED: NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE I 1 WALL BELOW,,.. NOTE: UNLESS OTHERWISE NOTED;' ENGINEERING AND' CALCULATIONS ARE NOT PROVIDED N THESE DRAWINGS: TITLE JOB' Na: 00 GLAZING CALCULATION TOTAL SF OF HOME! 3014 SF TOTAL SF OF GLAZING 462.5 SF TOTAL S OFI GLAZING 153 % SF. IS CALCULATED USING THE REQUIRBIENTS SET FORTH IN THE WASHNGTION STATE ENERGY CODE REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY OF PERFORMANCE COMPLIANCE SYMBOLS AND LEGEND H' FAN- DIRECT VENT' TO OUTSIDE BATHROOMS/LAIAIDRY 50 CFM MN. KITCHEN 100 CFM MN. WHOLE HOUSE FAN 100 CFM 11N. NOS .. ® WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER -' 00 CF MN., VET 0 r - IOST a 50' ABOVE FLOOR I O IIOv SMOKE DETECTOR PER UBC I WITH BA) 1557 BACKUP INTERCONNECTED I 7Q 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND. ELECTRICAL SYSTEM FOR UNITS: PER "DIV. 15,15 SEE SHEET Al FURN; A. PROVIDE 6' DIAMETER FRESH; AIR INTAKE FROM I OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE , THERMAL EXPANSION TANK AT WATER HEATER I C. STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM.' PER UPC SECTION 6055 D. PROVIDE PRESSURE RELIEF LINE ' PLUMBED TO OUTSIDE I GENERAL PLAN NOTES E EATEE I I W2' HALF WALL I _ OFT. OFENE . ....:. PLAN Sag V4,1 SHEET FLOOR PLAN KEY NOTES P-3 ) P -4 ( P 5 ) P -6 ') COVER WALLS ADJACENT,TO TUBS AND SHOUTERS: WITH NON- ABSORBENT MATERIAL T010 ABOVE DRAIN INLETS. SEE. DIV:' 09250.... SLEET A -I ' (2) LAYERS OF FLOOR SHEATHING OVER FRAMING: 8 MAX. RISER WITH I0' MIN RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1505 SHEET A -1 18 624. CRAWL SPACE ACCE55. INSULATE AND WEATHER STRIP... SEE DIV. 010022 SHEET A -I P -11 X ATTIC SPACE ACCESS W/ 30" HEAD )'. CLEARANCE. INSULATE AND U.EATHER STRIP. SEE: 0V 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE ) P -S ) P -9 ) 1 P ) P - 12 ) )P - 13) ) WALL LINE BELOW P -IS ) 'RA! PLACE ASSEMBLY NOT: NS DIRECT VENT. �IREPLAG INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS SEE DIV. 010025 SHEET 'A-1 B. ZERO CLEARANCE FIREPLACES SHALL CO.FORM TO UBC REQUIREMENTS. SEE DIV 01 SIESTA -I C. HEARTH SHALL CONFORM TO UBC' REQUIREMENT: "... SEE DIV. 010028 AND 9 SNEETI A -I D_.5/8' TYPE 'X"GW5 ON HOUSE SIDE. OF CHASE CLOSURE TO ROOF SHEATHING.'' SEE S1TE PLAN FOR EXTENT OF IL AND DRIVEWAYS 3' DIAMETER STEEL POST 3 3• GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36 • ' ABOVE STAIR NO51NG5. 13' VENT.. FOR MECHANICAL.'.. I CLEARANCE ALL SIDES PER UBC SEEDIV 15 SHEET A -1 PLANT SHELF P -Il P -19 P -20 ) )P -21) UPPER AND LOWER LINEN CABINETS ..(. P -22 .) SOFFIT,AREA P -23 ) P - 24 ') L SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIRQUAILITT INFORMATION SEE DIV. Il SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV. S SHEET A -I 4 SEE'. TYPICAL MATERIALS LIST ON SECTION SHEET I 5 SEE COVER SHEET FOR ALL NOTES' AND 1 1' REQUIREMENTS CONCERNING MECHANICAL; PLUMBING, AND ELECTRICAL_ OCCUPANCY SEPARATION: APPLY (I) LAYER 5/5' TYPE '5 GLUE. TO ALL WALLS AN! ' TEILINGS OF GARAGE SIDE FROM FOUNDATION. TO. SHEATHING. WRAP POST AND BEAMS APPLY. (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE DIV. 010025 SHEET A -I 13/8' MN. SOLID CORE DOOR WITH SELF CLOSER. TO BE TIGHT FITTING. SEE DIV. 010025 SHEET A -I STAIR ASSEMBLY NOTES: PER UBC: SECTION 1003 A HEADROOM ".MIN: 6' -8'; WIDTH MIN. 3' -0`: TREADS-10 MIN. DEP RISERS -V MAX. HT. C. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD 50511.15 HANDRAIL I I/2' MIN TO 2 MAX. CROSS SECTION DIMENSION AND I ID PIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL. FIRE: BLOCKING AT STRINGERS TOP ' AND :BOTTOM AND ADJACENT WALL(S). E. COVER USABLE SPACE UNDER STAIR W/ 5/5' TYPE 'X' GLUTS (2) LAYERS S CEILING AREAS F. INTERMEDIATE BALUSTERS' SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS, I SEE DIV. 010026 SHEET A -I SAFETY GLAZING PER USG, SECTION 2405 ■ A. WINDOWS , WITHIN IS OF FLOOR B WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP 0/2 BOTTOM OF OF, STAIRS .SEE DIV. ' 08800 SHEET A -1 I' I EGRESS WINDOW PER LOC, SECTION 310.4 I SEE DIV. 08600 SHEET A -I I NR G ERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE IS' MIN, ABOVE. OF SLAB. SEE DIV. 15 SHEET A -I WALL LINE ABOVE INTEGRATED MAKE. UP AIR ,2115 STUDS W/ R -I9 INSULATION MIN. SQUARE FOOTAGE MAIN FLOOR 931 SF UPPER FLOOR 'I 1177 SF LINE BASEMENT'' 906 SF 12108 SF TOTAL GARAGE 478 SF DECK / PATIO 1 138 SF I SOUAR? FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF WALLS: STAIRS ARE COI.NTED' ONCE' IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS.' TITLE ALL FLOOR JOIST ARE:: 11 -1/& TJI PRO 150's AT 192' oc VERIFY W/ MFG .. LAYOUT. ,SEE DIV. 06100 (2)2x OR (1)3x SOLID BLOCKING IN DER UA4LL ABOVE - TY 2n LEDGER s ROOFLNE, TTP_ —mt�r 1 1r m ,_�r III p 1 o START FRAMING -1-ERE 4x12 DP2 4x12 DP2 eral. w -a,. I FRAMING PLAN KEYNOTES ' I ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL ( , F -S UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM CF JOIST AND TOP OF BEAM EXTENDS LIP ABOVE JOISTS ( -6 TOR OF, BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE.',. CUT ADJACENT FRAMING MEMBERS INTO', BEAM FOR ADEQUATE SUPPORT. ( F ATTIC SPACE vENT I I' SEE '.CALCULATION SEE DIV. 01002 SWEET A -1 ,I SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING 'POINT LOAD TRANSFERING DOU.IN POINT LOAD TRANSFERING DOWN WI LOADING 9� HANGER BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR'HVAC DUCTING-_ SEE - DIV.15 - SHEET A -I ...- RAKED PONY WALL ON TOP OF LOWER ROOF FRAMNG MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL. 1 FLOOR JOIST - WEE SCHEDULE DILL. SEE DIV 06100 514EET A -I SEE', ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE Di, 06100 SHEET A -I FLUSH - BOTTOM OF BEAM EvEN W/ BOTTOM CV 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 DOUN BELOW JOISTS 2X6 OVERFRAMING s 24' OC Q " .� HOLD DOW WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED' ON FLOOR BELOW ST ( HORIZONTAL STRAP WITH ,SIZE' DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER ° EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE J - WALL BELOW NOTE. UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT. PROVIDED. IN THESE .DRAWINGS: SHEET IRECE'IVED CITY, OFTUKWILA AUG 1 6 2000 PERMIT CENTER 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 I PLUMBING; AND ELECTRICAL 4. TRUSS DESIGN BY MANUF_ ( TRUSS PLAN SHOILE FO. NRL L AYOUT ONLY SEE DIV15 610R GE 0 SHE E E A T A -I' TRUSSLOADING SEE DEC I SHEET A -I TRUSS SPAN PER FLOOR PLANS -: TRUSS TYPE PER ROOF, FRAMING PLAN 5 ROOF FRAMING SPACING, 24' c.a. UNO, 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. T, RAFTER TAIL 2x4. VERIFY. S. ROOF TAIL AND RAKE OVERHANG PER RO PLAN. S. ALL HEADERS. ARE 4x10 DF 2 LINO. PRO :E (I). TRIMMER STUD UP TO 4' -0'.. SPAN AND TRIMMER STUDS OVER 4'-0' LINO_ SEE .DIV. ,06I00. SHEET A -1 1 /8' SCALE OUTLINE OF HOUSE Bdrm #2 `I CARPET Bdrm #3 CATBET Bath vINYL V-10' WALL. LINE BELOW. Office CARPET 32' -0• 13' -8 IR' 1'. .32' -0' CARPET TI3 5 -2 112• : 3•. -O:.• Seale 1/4,1,4, SHEET 2ND STAIR MEETS 1/2 DIAGONAL DISTANCE RULE PER UBC. SYMBOLS AND LEGEND CI FAN - DIRECT VENT TO OUTSIDE - BATHROCI'15/LALNDRY 50 CFM MN. - KITCHEN 100 CFM MIN - UN4OLE HOUSE FAN l00 CRI MN. VTOS ® WHOLE 1-10.16E EXHAUST FAN CONNECTED A 2A HOUR TIMER- 100 CFM MN., vTO QT THERMOSTAT a 50' ABOVE FLOOR I I .,. I 1 0.. 110v SMOKE DETECTOR PER UBC I I' WITH BATTERY BACKUP INTERCONNECTED (T) 24 HOURTR'ER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15/6, SEE SHEET Al FURN A. PROVIDE 6• DIAMETER FRESH 'AIR INTAKE PROM 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 BOTTO : PER UPC SECTION. 6085 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE GENERAL PLAN NOTES FLOOR PLAN KEY NOTES I OCCUPANCY SEPARATION. 1 ' 'PLY (1). LAYER 5/8' TYPE iX' GIUB TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM , FOUNDATION' TO 5- EATHING. WRAP POST AND BEAMS. .APPLY (2) LAYERS TO. TRUSSES AND TJI FLOOR JOIST. SEE'DIV 010025 SHEET A -I 13/8' MN. SOLID CORE DOOR WITH SELF CLOSER. TO BE TIGHTFITTING SEE DIV 010025 SHEET A -I STAIR ASSEMBLY NOTES: PER UBC, SECTION 1003 A . HEADROOM MN' '6' -8' WIDTH MIN .3' -0'- E -- TREADS 10' MIN - DEPTH; - RISERS -8" - MAX HT C. HANDRAIL MIN 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL 14T MIK TO 2 MAX. CROSS SECTION DIMENSION AND 1 NT MIN. CLEAR FROM WALL, RETURN RAILEND5 D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(5) E. COVER USABLESPACE UNDER STAIR W/ 5/5' TYPE ' GUUB. (2) LAYERS a CEIL NG AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED ID/ LESS THAN 4' BETWEEN BALUSTERS I I II NEE DIV: 01002.6 SHEET A -I P -4 I SAFETY GLAZING PER UBC, ( SECTION 2406 A WINDOWS WIT IS' OF FLOOR B. WINDOWS WITHIN. A 24' (ARC OF DOORS C. WNDOW5 AT ITUBS AND SHOWERS D. GLAZING IN DOORS I I I E. WITHIN STAIRWELLS F WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIV. 08800 ISNEET A I EGRESS. WINDOW PER UBC, SECTION 3104 SEE DIV. 08600 SHEET A -I IGNITERS' FOR GAS FIRED APPLIANCES N GARAGE TO BE I8' MN, ABOVE TOP OF SLAB SEE Dive 15 SHEET A -1 P -1 �. COVER WALLS ADJACENT TO TUBS AND l 1. SHOWERS WIT NON- 4SNORBENT MATERIAL TO 10. ABOVE DRAIN INLETS. SEE DIV. 09250. SHEET A -I (2).. LAYERS OF FLOOR SHEATHING OVER ( P -2 ) P - P -5 ) ( ( 8' MAX. RISER WITH 10' MN R IF MORE P'9 ) THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION. 1006 SHEET A -1 (, P -.14 1 P -il ) 1 P -12 ) 1P - 13) ( P - ( P - P -16) P -11) P -I5 ) ( P -19 ) p-20 ( P -21) ( P-23 P -24 ) 1. SEE' COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS , ENERGY AND AIR QUAIL!, INFORMATION SEEDN. R SHEET]A -I 3. 5EE. BUILDING. ELEVATION FOR WINDOW OPERATION SEE Dlv 8 SHEET : 4 -1 I ' 4. SEE TYPICAL MATERIALS LIST ON 5EC.11 SHEET 5: SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMB., AND. ELECTRICAL 18x24.' CRAWL SPACE ACCE5, INSULATE AND WEATHER STRIP SEE. DIV 010022 SHEET. A -I 22 x30 ATTIC SPACE ACCESS U1/ 30 HEAD CLEARANCE. INSULATE AND WEATHER STRIP SEE Dlv.''010021 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE. ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: DIRECT VENT FIREPLACES, INSTALL PER MFG SPECIFICATIONS, SHALL CONFORM TO U15C REQUIREMENTS. SEE Div. 01002.5 SHEET A -I B ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENT5: SEE DIV. 01002.8 SHEET A-1 , C I -EARTH SHALL CONFORM TO'. UBC REQUIREMENT. I SEE.. DIV. 010028 AND .9 SHEET A-1 D 5/8/ ,TYPE . 51 GU. ON HOUSE SIDE OF CLOSURE TO ROOF SHEATHING SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS I 3',DIAMETER STEEL POST 36' GUARDRAIL PER UBC 5092 A AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. 5' VENT FOR MECHANICAL. I CLEARANCE ALL SIDES PER UBC SEE Div 15 SHEET A -1 PLANT SHELF UPPER AND LOUER LINEN CABINETS 4-22 ) SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ 4 -19 INSULATION: MIN. y � + x "EV O LL V 1- 0) N Cr) co ICC r � N � (O � Q Q. Q TITLE I;UOE NO_: 0013422 ROOF VENT CALCULATION BASED ON 3 2-1/2 HOLES PER VENT BLOCK ROOF VENT CALC5 BASED ON UBC SECTION 15053 TOTAL ROOF AREAM : 5,300 =3.90 SF OF VENT AREA REQ 100 `e AT EAVE ' 1 1 - 396 5F REQUIRED 0 ' e e 36' (MIN) ABOVE1 EAVE = 000 ! SF REQUIRED 3 �. ROOF JACKS AT 50 SQ. IN EACH =1500 SQ . IN, 104 III LF. OF EAVEI VENT & AT 52 SQ. INJLF 7124. 5Q IN, =435' SF 2_ GABLE END VENTS AT, T_ x 24 - 740 SQ IN -051 5F 0 GABLE END: VENTS AT 0 x0 =00 SQ. IN: =000 5F 0 GABLE END VENTS AT 0 DIA. • OA ISO. IN -000 SF TOTAL VENTS PROVIDED ROOF JACKS 104 5F EAVE VENTS _ 495 5F GABLE END VENTS :- 0.51 1 5F TOTAL 5F CF VENTS PROVIDED ',. 6.511 5F • AR MAY BE V300 IF A VAPOR RETARDER 15 INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION IJBC 150532 • EFFECTIVE:vENT AREA' BASED ON A 30 REDUcTION DUE TO I/4• MESH GENERAL FRAMING NOTES FA® ® ® ® ®1U WALL LINE BELOW ROOF LINE BELOW (START R2N - I OJC.+ HERE • 1-O-D DOWN WITH SIZE DESIGNATION > VERTICAL STRAP WITH SIZE DESIGNATION ■ TOIBE''USED ON FLOOR BELOW HORIZONTAL STRAP WITH SIZE DESIGNATION �.. OJDICATES BEAM CALCULATION WITH INDEXED NLITBER EXTENT CF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE 1 'I WALL BELOW' NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT. PROVIDED IN THESE .DRAWINGS SHEET, FRAMING PLAN KEYNOTES" F -I F - 2 ) F -3 ) ALIGN EDGE OF JOIST WITH FACE CF WALL NSD BEAM WH IDE FACE ALIGN O W L UPSET BOTTOM FACE OF OF BEAM EWEN IT W/ OUTS BOTTOM OF, JOIST AND TOP OF BEAM EXTENDS UP ABOVE ( JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF ( F -A ) JOIST WITH NO TOP PLATE. CUT ADJACENT' FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT F -4 ) ( F -5 ) ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV. 06100 SHEET A-I PL ATE HEIGHT ELEVATIONS AND SECTIONS FOR PRESSURE BLOCKING I SEE DIV. 06100 SWEET A-I FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS F -1 F -10 ( F -I1 ( F -I2 ) F -I3 ) ( F -14. F -IS ,off G eV I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. , 2. SEE TYPICAL MATERIALS LIST ON SECTION SHE 3 SEE COVERSHEET' FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL.. PLUMBING, AND ELECTRICAL: 4: TRUSS DESIGN. BY MANWF. TRUES PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE.010 6100 SHEET A -I TRUSS ' LOADING SEE OWL 010001,4 SHEET A -I TRUSS SPAN PER FLOOR PLANS - 'TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, S. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4_ VERIFY. S. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. ALL HEADERS ARE 4x10 DF 2 UNO_ FROYIDE •..TRIMMER STUD UP TO 4' -0• SPAN AND (2) TRIMMER STUDS OVER A -0• UN.O. SEE DID 05100. SHEET A -I BACK .FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HYAG DUCTING SEE: DIV.IS SHEET RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF. FRAMING MEMBERS. POINT LOAD FROM ABOVE 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 HvACOVER BEAM AND BEAM BUMPS DOLLN. BELOW. JOISTS 2X6 OVERFRAMING ®24' OC 2X6 '.CEILING JOISTS. ®24' OC SYMBOLS & LEGEND POINT LOAD FROM ABOVE W/ LOADING. 9I POINT LOAD TRANSFERING CONE POINT LOAD TRANSFERING 0011 W/ LOADING ti HANGER POINT LOAD TRANSFERED BY KICKER 09 Co g) 163 c� LO O N C U5 > � CO Liz TITLE JOB NO.: 0013422 IIIIIIIIIIIIIIIIIIIUIIIIIII REAR ELEVATION • NOR./ 51D56 1`11111, II If!I�IIIIIIIIIii'.II► TOP. PLATE W( FIDR. 146T UPPER FLOOR TOP FL WIN NDR iiiT. Mil1NP €OOR 131,6 TOP PLATE. WUL NOR NGT. m LOITER FLOOR MID -POINT BT. LOWEST RIDGE HIGHEST RIDGE SIDE ELEVATION Beale V8'.I' -p MAIN FLOOR EL V. 150 ''. ROOFING: (DIV. BUILDING PAPER: (DIV. 7) SHEATHING: (DIV 6) FRAMING: (DIV. 6)1 INSULATION: (DIV. 7) SOFFIT: (DIV. 7) GWB: (DIV. 9)1 1 1 2x4 TR. 1 COMPOSITION.(DIV.010005) 304 BUILDING PAPER ' 7/16. OSB OR EQUAL ! PER PLAN R -30 BLOWN -IN 1/2 °,RESAWN' PLYWOOD 5/8°,GWB 1 .. EXTERIOR WALL CONSTRUCTION SIDING MATERIAL (DIV. 7) WOOD SIDING (DIV. 01005) BUILDING WRAP: (DIV. 7) 159 BUILDING PAPER SHEATHING: (DIV. 6) .7/16 OSB'. OR EQUAL FRAMING: (DIV. 6). 2 x 4 STUDS AT 16° OC INSULATION: (DIV. 7) R-13.BATT W/ INTEGRAL, VAPOR BARRIER GWB: (DIV. 9) 1/2' GWB FLOOR CONSTRUCTION FLOORING: (DIV. 9) FINISH PER PLANS (DIV.' 01005) SUBFLOOR: (DIV. 6) 3/4° T &G (PLYWD, COMPLY, OR EQ.) ... FRAMING: (DIV. 6) PER PLANS -.... TOP [>< F'LCTEs ENTRT INSULATION: (DIV. 7) R -I9 BAIT uDUI F3�R a SOFFIT. (DIV. 7) 1/2° RE-SAWN PLYWOOD �. ENTRY TRIM:(DIV. 6) WINDOW: '., (WITH NO BRICK MOLD) CORNER BOARDS: FASCIA HEAD: 2x4 JAMB: 2x4 SILL: 2x6 INSIDE: 2x2 1 OUTSIDE 2x4,2x3 2x8 UNO FRONT ELEVATION Scab V4'R -0'. FLOOR J015T5 PER PLAN .'. FLOOR JOISTS PER FLAN Unfinished Basement TOP PLATE 2x3 STOOLBOARD OVER 2x6 TRIM WIN NOR NG, MAN FLOOR TOP GC PLATE WN. NDR NGT UPPER FLOOR TOP OF PLATE WN.1 -0R NGT. R - FLOOR: ,. JOB NO. 000422 SHEET CiTYOFTUKWILA AUG 1S2000 PERMR CENTER i FOU DATIO D TAI 3/4' =T -0' NOTE: BASEMENT SLAB MUST. BE IN PLACE PRIOR TO FULL BACKFILLNG O WALL. NO INSULATION BETWEEN BASEMENT SLAB AND STEM WALL... TOP CF SLAB F F S TOP OF J -BAR TOP OF FT'G J 2' CLEAR 543'4x10' AB W 270,73/16' SA STEEL PLATE. WASHERS • 4'-0', OL. (DIV. 3 Si4i T AA) EXCEPT AS NOTED CN SHEARIau_ SCHED$E T MIN EMBED. (2)•4 BAR •TOP •4 vERL BAR • 10' x- FULL FEY3IT OF WALL (Div 3 SEALER a -U VERY: J -BAR • cc (DM 3 SHEET A-U LIE OF EXCAVATION DAMP PROOFING ( Div l 5Hi Al) 3/4 =1'-0 PER FLAN ®CANTILEVER FRM'G AT FOUNDATION mF..FLGCR FRAMING PER PLAN, (DIv: b SHEET d -I/' BLOCKING OvER BEAM BEAM PE R PLAN SEE ECGDATION DETAIL/5) TTP. EX MO2 WALL CONSTRUCTION FER PLAN (DN- b SHEET A -I) CONY FOOTING PER PLAN MAT FOOTING PER PLMI j (2) CONS. •4 GAR A35 RAMSETTO FOOTING FOR POSITIVE CONNECTION PER JURISDICTIONAL TEOUNEMENTS POST/FOOTING CONNECTION TTP. E GERTOR WALL CONSTRICTION PER FLAN (DN 6 SHEET A -I) mu. FLOOR FRAM. PLR FLAN (Div 6 SHEET A -U SOLD BLOCK OYER 5LPFORT5 LOCATE SHEATH. JOINT • C•tION *EMBER 2' -0' MIN. FOUNDATION DETAIL X 3 /4' =Y-0' HOOKED END MASONRY VENEER TIE TO FRAMING Ev- FT (Div 4 6nee( AU SEE FONDATION DETAILS BLOCKIYs OR JOIST • WILL RIM BOARD FURRrt. WALL I AIR SPACE VAPOR BARRIER DAM' PROCFMkEN l SFIT'.Ai ) SEE FCINDA710N DETAILS. SEE FO NDATICN DETAILS' 6. rut VERIFY •) GRADE CONTOURS ®FOUNDATION /FRAMING CONNECTION TYP EXTERIOR WALL CO STRICTHOU PER FLAN (DIV 6 SHEET A -U 4' CONC. SLAB OVER 4', GRAVEL BED (DI, 3 SHEET A -U TREATED MD SILL (Div 6 SHEET 4 41' 3/4' =T-O• 3/4=1-0 SLAB CFI GRADE FER PLAN (DIv. 3 SiEET'A -I/ vAPOR BARRIER CONT. SPREAD. FRG. FER FLAN (DIv. 3 SHEET A -U • 45' (2) •4 BARCONT. (DIV. 3 SHEET A -17 EXT. DOOR AND FRAME (DIv. 8 SNEER A -U DOOR TNRESNO D FLASHING AS REGD. (DIVA SHEET A -I) IERVESTRAIL FLASNIG 4' CONC. SLAB OVER 4 ' GRAVEL BED (DI, 4 SHEET A -U •Q'TR£ATED TIES . TRIM RIn TREATED MD.SLL (DN. 6 SHEET A -U EXT. DOOR' THRESHOLD DETAIL FLU: MOTH T,_A•9O r'LD SLL TIP-FLOOR FRAM. PER PLAN (DM 6 SHEET A -U r AIRSPACE TYR M VERY. RE -BAR FROI STEN WALL STUBBED NTO SLAB POST AND BENZ PER FLAN TTP. EXTERIOR WALL CONSTRUCTION PER P`AN (DN_ 6 SHEET A -U SEE FOUNDATION DETAILS FRAMING /FOUNDATION CONNECTION 3/4•=1-0' 10-33 r7 V FINISH GRADE TOP OF DOIEL TOP OF FT'G 3/4' =P-0' NOTE FOORNG DOES NOT SLIDE N THIS CONDITION FOOTING SPATS HORIZCNRALLY 3/4".1-0' I I/2'. CLEAR 4' FETE. FT'G. DRAIN W/F LTER N 24 GRAVEL BED (Div. 2 SHEET A -U SOLID SUBSTRATE. (27.4 BAR CCNT- (DM 3 SHEET A -U 5 VERY. J- BAR +B' oc (DIv. 3 SHEET A -U 4 HoRZ. BAR• 10'. oc (Div. 3 SHEET A -11 •4 BAR •.. Q'oc (DIv: 3 SHEET A -1) TIGHTLINE DAMP PROOF. ( or, 15FIT AU . 2' CLEAR (4) •4 BAR CONT. (DIY: 3 SHEET A -1) SOLID SUBSTRATE '.. PERT. FT'G: DRAIN WFILTER hIV 24 2 GR 5HEET AVEL A -U BED - TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (DI, 6 SHEET A, LCCATESFEATHING JOINT COMIGN MEMBER RIM BOARD.. TYP. FLOOR FRAMING PER PLAN (DIv. 6 SHEET A -I) TREATED MUD SILL SEE FOIADATICN DETAIL(5) TIP. EXTERIOR, WALL CONSTRUCTION FER PLAN (DIV. 65FE4 -U EXT. WALL LOCATE SVE4THIIG JONT + CLM'CN MEMBER, SOLID BLOCKING s RIM E7 JR PLAN PONT LOAD BEAR. FER PLGIJ I/2,x10' AB. W/ 2'X273/6' 512 STEEL PLATE WASHERS • 4' - O.C- (DIv 3 SHEET A -13 EXCEPT AS NOTED ON SHEAHTTALL WHEW .E l' nIL B'BED (2).4 BAR •Tn '4 vERf BAR'e Q' oc. RILL <DI HEIGHT SH WALL V. 3 SHEET 4 -U DAMP FROOFNG! DN 1 SHR APl' TIGHTLIE 5/8'0x10' AB. U. 27073/6• SO '. STEEL PLATE WASFERi59. 4' -0' O.C. (DM 3 SHEET A -I) EXCEPT AS NOTED ON SHEARUALL SCHEME T MN. EMBED... (2)•4. BAR • TOP' TREATED MUD SILL SEE F ONDATION DETAL(5) TIP. FLOOR FRAMING FER FLAN. (Div. b SHEET A -1) FRAMING /FOUNDATION DETAIL SHEET, cm oP TuKwiLA_ - .''. AUG 1 5 2000 PERMIT CENTER 17 APA LATERAL RESTRAINT PANEL 3/8'=1' -0' FINISH GRADE 16' 2X4 TOP PLATE GARAGE DOOR UDR (SEE FRIG. PLAN FOR SITE NAIL SFEATHNG TO NDR W 8d NAILS,* 3' 0.C.* 51412 WALL I-00 UNO. NSW WALL SCHED. 2 2. STUDS- NAIL .SEATHPG W 8d NAILS, • 3' OL. TO EACH STUD UNO. CN SHR WALL SCHED. NAIL Bd NALS• 3' OL. s ALL POTS ...DRS; G STUDS WAD ON SIR WALL SCHED. 2 2x4 AT ANY SHEATLIING JOINT 1116 OSA, 51E/in-III.: (MIN) 5TFDI4 STRAP TE AI(C1NR (NMI. TO BOARD Fan. BEND NIP AFTER CONCRETE QIFES.) USE 38-16100 IB NALS EACH 2 -2X4 PLATES NAIL SW& TO EA PLATE (2)5/81 AB. W 913EDYENT MOON SFR WALL SCFED CONTINUOUS FOOTING '/d 4B. W 27®73/16' 27®73/16' 5._ --- O STE EL PLATE 01/ EIS • 4' y OL. (D1V.3FEr; d -U EXCc'PT J \£ ... d5 NOTED CN IN (2 ) •4 BAR • TCP 4 vETRT. BAR • Q' Cx:, HT$L H EY�R OF mai II)2 CLEAR (D Iv- 35HEEi4-U •4 vERLJBAR• 6'x. (DIV 3SHEET A -U DAMP FRDLFNG ( Tim 1 SH(....AU ;4_110,2_ BPR • D, 1 (Div 35FEET A -U I I I (M FLOOR FRN'11.* PER PLAN (DIV b SHEER d-IJ TT'. EXTERIOR WALL CONSTR1CTON PER FLAN (DN. 6 SHEET A -U+ LOCATE SHEGTHNG JON(f • RTI BOARD I .. LOCATE NEAP.. JOINT • COf FIBER CRIPPLE WALL PER PLAN CRIPPLE WALL 0 FOUNDATION C)3/4'.1-0' TTp EXTERIOR WALL CONSTRUCTION PER FLANS (DIV 6 S..EET 4 -U 4' CONC. OVER 4' ROCK OVER VAPOR BARRER R -10 RIGID NS LA.ICN 2X10 TREATED ELATE OFFSET 3/ , GUUB. TTP. (DN. 9 SHEET A -U NTERIOR BEARING WALL (DIV 6 SHEET A U Vt's x 10' AB. • 4' -0' OL. (Div. 3 SHEET A=U PER PLAN vrow. AB.' W no . Sit STEEL PLATE WASHERS '+ 4'-0• O.C. (DN.3 SHEET A-D EXCEPT AS NOTED ON SNEAROMLL SCHEDULE T MIN EMBED.... •4 NORM BAR D' O.C. P -6' CORDER OVERLAP (DN. 3 SHEET A -U •4 VERB. BAR SAME A5 SAl6 STEEP_ .PAC (Div 3SHEET A -U TGHTLIPE DAMPPROGPpG (Div. l SHEET A -V •4 STUB STEEL FROM FT.... OD. (DIV 3.EET'.A -U DELETE RAIL WHEN FINISHED DECK ELEVATION IS 30' OR LESS - ABOvE FINISHED GRADE. U' MN (X4 SOLID SUBSTRATE BELOW GRADE c TYP. DECK CROSS SECTION 3 3/4 =T-0 I Lr 2 oa 3/4'4-0' 061004774001 OVERHANG PER PLAN ■ EXPOSED TRUSS TAIL \ : = (TYP GUTTER) E:v OVERHANG FACIA PER ELEVATION . FER R'AN � i ""' � I FRAMING PER FLAN H448•EC.AT OUTSIDE FACE.CF WALL 2' MIN CLR FOR VENIENATfOF1 2x BLOCKNo 2x6 CURS TIP. () SKYLIGHT FLARE WELL DETAIL 3/4=Y -0' SKTL IGHT, SIZE PER RAN. PROVIDE FLASH.. AS RECO -TIMED BY MFG. 2x4 a ROOF AND. FRAMING TIEMBEF5 TYP WALL STUDS BEYOND. DBL JST, BLOCK AS NEEDED SEE PLAN -. SEE RAN FOR TYP. RISE RUN DIMENSIONS ®AA 3 '2x STRRY+ERS TIP. UNO. WRITER STRIJGER I WITH 2 -,2x4 STRONY+ BALK TYP. .411. NAIL WALL STRINGERS W/ (21 6,c1 TO WALL STUDS S)8' TYPE 'X' GWB., TEOJI Rm.. I SEE NOTES BELOW KICKER FLAT. 3/4' RTWDOD RISER I IAN HARDBOARD TREAD WITH EASED NO.. L 'HEADROOM MIN 6' -UM DTH NN ' 0' FER 4 INSTALL FIRE BLOCKIYs • 5TRISERS TOP UBC 10068 II 1 BOTTOM 1 ADJACENT WALL(5) FER 1112L 2. ,TREADS S MIN. DEPTH RISERS. S MAX HEIGHT SEC 1082 HANDRAIL MIL 34•� TO MAX 38' ABOYc TREAD 0 .'COVER USABLE SPACE LITER STAR WTil SECTION H I W' MIN. L MAX R 5)8'L TYPE 'X' GIB. USE 2 LAYERS s" TO LL, REI RAIL ENDS n CLEAR E C FROM SEC 0001 I NT E RIM 01410 BALLIS WALL; RETURN RAIL ENDS F£R UBC 5EL 1006.9 ' 6: INTERMEDIATE BALLISTERS SHALL BE SPACED': STAIR SECTION DETAIL 3/4' =T-0" 08 C 00202 3/4 =1-O GABLE END DETAIL TYP EXTERIOR WALL CONSTRICTION TYPICAL ROOF CONSTRICTION TYPICAL FLOOR CONSTRICTION No 48' Oa T OUTS(DE.. OF TL•L UNO ON: 'SHEAR WAL SCHEDULE 2X BLOC:INN WEN 13)2' • HOES HUH SCREEN FASCIA PER ELEVATION TYPICAL ROOF CONSTRICTION TRIM PER ELEVATION TYPICAL ROOF COTbiR1CTION TRIM SW ELEVATIONS BARGE MP. SEE ELEVATION BLOOM* AT CELING LINE 2.4 LEDGER .• .. CEILING LIE (TIP. EXTERIOR WALL CONSTRUCTION/, BALLOLT4 FRAME GABLE ETD WALL EAVE DETAIL 3/4 ?-0 EAVE DETAIL 2 `v X 3 /4=1-0' EAVE DETAIL 3/474-0' ' TYP. EXTERIOR WALL CONSTRICTION/ RAPPEL - EXTEND S ABOVE BATT INSJL.OR U' ABOVE BLOWN ISUL (TIP. ROOF CONSTRICTION 2' MIL LLR FOR VENTMG HI • 4E 0.C. AT ' CUTSDE FACE OF WALL UJO ON SHEAR WALL. SCHEDULE 1X. BLOCKING. WITH (3) 2' • HOLES WTH SCREEN \ I (TIP GUTTER) OVER7AN: PER RAN !( A5CIA PER ELEVATION, ' EXTE WALL CONSTRUCTION) EIFFEL EXTEND 6' ABOVE BATT. INSUL OR V' ABOVE BLOWN INSUL. (TIP. ROOF CONSTRICTION) Y MM. LLR FOR VENTING HI • 48. O.C. AT OUTSIDE FACE OF WALL WO ON SHEAR WALL `..GHEDULE 2X BLOCKING WITH 5J Y. HOLES WITH SCREEN EXPOSED TRUSS TAIL an EXTERIOR WALLLONSTRUCTION) TYPICAL ROOF CONSTRUCTION ' CLRFOR'vENTMG W e48'O.C. AT OUTSIDE FACE CF WALL UNO CN SHEAR WALL SCHEDULE 2k BLOCKING WTH (3) 2' 1 HOLES OATH SCREEN 08120 .4".1, 4 -€t OOO1C3- 073011 -`?2 SHEET TITLE'' JOB NO,' AEC 011YOFTU AUG 116 MOO PERMRCENTER 2x6 2x2 e 5 1/2' OC (CLR'DIST.' BTWN NOT TO EXCEED 4' I' SOLID .-006. SUPPORTS 5/4 - 4 lK CDR DCKG ATTACH LEDGER W/ I 2 ROWS OF VZ' LAG' BOLTS AT IG• TYP; TJI FLOOR FRAMING PER FLAN' 2n PONY UJALL 4n 1800 (SIZE TO REDUCE_ NUMBER CF POSTS e, 2 STORY CONDITION'CR WHEN POSTS EXCEED 4' IN LENGTH SCAB W/ 2X4 EA SIDE 2x a' GREATER DEPTH THAN JOISTS) FINISH LANDSCAPE GRADE TOP CF PIER FLUSH WI. FIN SIB GRADE (3^ BELOW FINISH LANDSCAPING/ BAFFEL EXTENDS' ABOVE BAIL [veil_ OR D' ABOVE BLO M INS. TYPICAL ROOF CONSTRICTION 2' MIN: LLR FOR VBITTG: BAIFEL EXTEND b' ABOVE BATT INELL. OR ABOVE BLOWN INSUL (TYP. ROOF CONSTRICTION) 2' MIN CLR FOR VENTING HI a 4E , O.C. AT OUTSIDE FACE CF WALL LINO ON SHEAR WALL SCfffq$-E 2X BLOCKRY arm /3) 2' • HOES WTH SCREEN TJI BLOCKING TTP. TJI FLOOR CRISTRUCTION... 3/4' =i-0' TJI BLOCKING TYP. TJI FLOOR CONSTRICTION SHEAR WALL SHEAR WALL EXTERIOR SHEAR ,WALL 1 SHEAR WALL 'PERPENDICULAR ° PERPENDICULAR TO FLOOR JOISTS ° PERPENDICULAR TO FLOOR JOISTS ° c PERPENDICULAR TO FLOOR JOISTS ° TO FLOOR JOISTS c� FOUNDATION 13 3/4-4-o- ,7070-007.14-, 3/4'=1 -0' t1o�a asrc 3/44 -0r 7570- €z5aa -01 1 3/4=f -0' BOTTOM PLATE NAILING PER SEAWALL - SCHEDULE- PANEL EDGE 4 FELD NAILING PER SCHEDULE TJI FLOOR J0I5T5 PER FLAN ALIGN TJI FLOOR JOIST W WALL TOP PLATE NAILNG I I II I' FER ,SFEA IUALL.. SCHEDULE .I TYP. TJI FLOOR CONSTRJCTION TYP. WALL CONSTRICTION OATH WALL SHEATHING PER SCHEDULE SHEAR WALL EXTERIOR SHEAR WALL TO FLOOR JOISTS (PARALLEL TO FLOOR JOISTS FLOOR SHEATHING THIS AREA WITH Ipd e.6'. oc. EWES 10.d • Ip et. FIELD BLOCK. ALL EDGES PLYWOOD TO BLOCKING , BOTTOM PLATE NAIL. PERSHEARPALL. SCHEDULE PANEL EDGE (FELD NAILING PER SCHEDULE TJI BLOCKING' NAIL FLOOR SHEATHING THIS AREA WITH m d•6 oz. EWES. 10 cl Wee.. FIELD BLOCK ALL EDGES BOTTCR1 PLATE NAILING PER SIEARUALL SCHEDULE' PANEL EDGE 4 FIELD NAILING PER SCHEDULE 11070 BLOCK &I_ EDGES PANEL EDGE / FIELD NAILING , PER SCHEDULE TOP PLATE N41LRG PER SHEARWALL'' SCHEDJLE TYP. WALL CONSTRICTION WITH WALL'.: SHEATHING PER SCHEDULE ,,I TJI FLOOR JOISTS PER PLAN TJI BLOCKING.a ALL PANEL EDGES PANEL EDGE / FIELD NAILING PER SCHEDULE SHEAR WALL PERPENDICULAR 3 TO FLOOR JOIST- OFFSET CONDITION 3/4.4 -0' TOP PLATENAILRG 1 I ,,,.I, PER SHEARLIALL,SCHEDULE TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER 5CIEDULE SHEAR WALL PARALLEL TO FLOOR JOIST- OFFSET CONDITION 3/4W-0' V070.0"3 3/4 =1-Or 3/4 =T-0 PANEL EDGE BLOCKING 19d•6' ELTIU TO RII JOIST PANEL EDGE a FELD WALING FER SCfEDILE T1F UAL_ CONSTRICTION tUM4 WALL MEATH,. FER S(IEDRE TYP. TJI FLOOR CRETRICTILN TOP PLATE NAL. FER SHEAfdWLL SC4EDWE TTP. 6W._ CON57R1CITCN WNH IWLl. SEAM!. FER SCHEDULE fO d NAIL • V ac. RUM TO TA MOCKING TOP PLATE NAILING FER SHEARUALL SCHEDULE ANCHOR BOLT FER SCHEDULE SEE ARCH. DETAILS FOR FOUDATICN CONDNIRG TTFICAL. WALL CONSTRUCTION WITH! WALL 5HEATHRG.FER SCHEDULE. TTP. TJI FLOOR CONSTRICTION BOTTOM FLATS NAiLRG. PER SFEARUALL SCHEDULE TOPFL:ATE NAILING PER SHEARUALL SCHEDULE ANCHOR BOLT PER SCHEDULE' SEE ARCH DETAILS FOR FOIleDATION CONDITION5 SHEAR WALL 'PARALLEL TO FLOOR JOISTS © FOUNDATION 17070-0;i300 TTP. TJI FLOOR CONSTRICTION TIP. EXTERIOR WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE BOTTOM PLATE NAILING.. PER SEARUALL SCHEDULE'. TOP. PLATE . NAILRG .. PEER 5FE4141114L1 SCHEDULE. CRIPPLE WALL (DM 6J SEE ARCH DETAILS FOR FOI NAJATION CONDITIONS QWPFLE WALL (DM. 64 5FEATHANS PER SCHEDULE PANEL EDGE 4 FIELD NALRY.. PER SCHEDULE ANCHOR BOLT PER SIEARUALL SCHEDULE SHEAR WALL � ® CRIPPLE WALL - INTERIOR NOTE- ALL RFOR'1ATION ON TH15 5PEET 15 NOT NECESSARILY INCORPORATED NTO PROJECT. COORDWIATE wTH'PLANS. 000EIVED I .. CITY OF TUKWILA AUB 1 6 2000 PERMIT CENTER JOB. NO. SHEET TJI JOIST DETAILS TYP. WALL CLNSTRICTIMi WITH WALL SHEATHING- PER SCHEDULE BOTOM PLATE HALING PER SHEARIJALL SCHEDULE TOP PLATE NAIL. PER SHEARUALLSLHEDU.E BOTTOM PLATE HALM PER SEAWALL SCHEDULE PANEL EDGE 1 FIELD ?VIE. PER 5REp1LE TOP PLATE NAL. PER SHEARUIEL SCHEDULE BOTTOM PLATE NAILING PER SEAWALL SCHEDULE IC d• 6' oc FLTWD. TO RIM JOIST PANEL EDGE /FIELD NAILING FER SCNEDRE TTRICAL WALL CONSTRICTION UATH WALL SHEATHING FER SCHEDULE TTP. TJI FLOOR CONSTRICTION BOTTOM PLATE NAILING PER SHEARUALL SCEDU.E STRAP PER PLAN 3/4. =T-0' ® HOLDOWN STRAP AT CRAWL SPACE T7O7O O6 r0 -2e TA BLOCK!. BEAM PER PLAN 11 �t �I 2x FLATBLCCKMG : 4- IS7RAP W/Sd OITION • 8' c TSON Ca18 STRAP S'LONG, LAP, 4'CNTO WALL OR 8E7 AND NAIL W1114 Bo COMM. IT 4' oz. 10 DRAG STRUT CONNECTION 0 0 3/4 =1-0' If, d •a''OL. 2X4 LEDGER (2) IS d EACH STUD (21 14% d EACH BLOCK UPPER WALL'' TO LOWER ROOF CONNECTION JJ 3 /4' =f-0' INTERIOR SHEARWALL TO ROOF COND. 3/4"4 T 0- 05700-06 OT d B d NAIL• 4' oc• EA=EGGER d NAI- • b' of TO TOP FLATE5 4 BLOCK.. ?X4 CUTRC.ERS • 4' OL OATH JOIST HANGER • TRUSS TYPICAL ROOF COISTpETbH SHEAR WALL o GABLE END 3/4 =R0• 3/4 =f-O / Q SEE '+ 425 TIE • EA TRUSS ELEY ,• L530 • 48'08. T • \\ d• oc.• BLOCKI. ER BLCCKPG P ARCH DETAILS A35 CLIP 4 ` PER SHEARWALL SCHEDULE FE12 PLAN ►�4 GYd314Ys -1 7T P_ EXTERIOR WALL CONSTRICTION mi.] WALL SFEATHING PER SCHEDULE.. TYPICAL ROLF CONSTRICTION 1425.48• oz (3) 8 d TOENAIL • TRUSS L5030 •48' ac. BLOCK, TO TOP PLATE d • 5' oz. •.EfLOCKMG BLOCKPG PER ARCH. DETAILS SEE ELEVATION TYPICAL ROOF CONSTRUCTION TJI'JOIST DETAILS STRAP PER FLAN StEAF9MLL FER FLAN MD 5•EARflNLL SCI-EDLLE DOUBLE STUD STANDARD NOTE: ALL INFORMATION ON T1-1I5 51-EET 15 NOT NECE55ARILY INCORPORATED INTO PROJECT. GOOIccDPIATE IIATN , i PLANS. ' TRU55 PER FLAN INTH S EATHMG PER SHEARIUALL SCHEDULE I6d TO HATCH NEAR- WALL NAILING BELOW 4XI2 g lad TO MATCH SHEARIIALL NAILNG BELOW MO TOP PLATE STUDS AT EACH STRAP 80MCM PLATE NAL4. PER SHEARUALL SCHEME SHE II W Srab Vd•T-0 SYMBOLS & LEGEND POINT Loa, FROM ABOVE BoNT LOAD FROM A.011 BOVE W/ LOAD.. PONT LOAD TRANSFERNG DOLLN POINT LOA TRANSFERNG DOLLN W/ LOADING 0 uerrso PONi LOAD TRANSFERED BY KICKER %�. HOLD DOLLN WITH SIZE DESIGNATION °1 ��, VERTICdL STRAP WITH SIZE DESIGNATION 70 BE USED ON FLOOR BELOW '. s. STxx HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED. NU`BER :. EXTENT S SHEAR WALL TYPE OF SHEAR WALL ti L WALL ABOVE WALL BELOW UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT FRONDED IN TI-ESEi. DRAWINGS. DESIGN CRITERIA I. SEE CALCULATIONS FOR DESIGN CRITERIA CsENERAL'' NOTES' I ALL SWEARWALLS S41O11N ON 114E FLOOR FLAN ARE FOR WALLS ON TWAT LEVEL. (TYPICALLY SHOO( SHADED) .'ANCHORAGE 1 15 1 FOR SNEARU4LLS(PANELS2 ONLY- UFERE PORTIONS OF 'WALLS, ARE NOT:.. DESIGNATED' AS 54EAR PANELS, NAILS MAY BE SPACED s Ib' OL(MN/ PER TAE'.LE 23.11 -6 -1 OF:'UBL- I 3. WHEN PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. �U FOLLOW M REQUIREMENTS. I4LBL. RE 4. PROVIDE TWO STUDS AT ALL HOLD DOUN LOCATIONS... 5.: SEE MANUFACTURER'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDOLLN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. 6. ALL PLYWOOD OR GYPSUM SFEARIUALLS SHALL BE AFPLIED HORIZONTALLY OR.VERTICALL1( ON STUDS. ' EDGES SHALL BE STAGGERED AT CENTER CF STUDS AND BLOCKED' PER SC4EDULE: 'I, DO NOT OVERDRIVE NAILS INTO SHEATHING. 8. STAPLES OR SCREWS ARE I NOT AN ACCEPTABLE ALTERJATIVE :.. TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE' - APPROVED BY THEN; BIALDWG OFFICIAL R OOF 4 FL SFE AT L ROOF SHEATHING: 1/Ib' 056 APA RATED SHEATHING (24/0) LAY UP W/ MINIMUM L - "CLEAR BETLLEEN PANELS TO ALLOWFOR- EXPMSION NAILNG;SHALL BE 6c1 AT b' oc AT PANEL EDGES AND 1Y oc AT INTERMEDIATE . SUPPORTS. PORTS. PROVIDE EDGE CLIPS a 24 OL. e. ALL UNSUPPORTED. EDGES. ALLOWABLE DL4PWRA21 SHEAR= 180x082 =142par 2. FLOOR SHEATHING: 3/4 CDX T4G APA RATED P1710000 (40/24) NAILED AND GLUED_ ADHESIVE SHALL CONFORM TO APA SPECIFICATION AFG+ 0L PROVIDE TTG EDGES AT LONG PANEL EDGES NAILING' SHALL BE TZdAT b' oc. AT PANEL EDGES AND 10' oc AT INTERMEDIATE SUPPORTS ALLOWABLE DIA 4RAI" 1 SHEAR =26x082= ITTpsT 3. PLYWOOD SHALL BE LAID W/ FACE GRAN PERPENDICULAR TO SUPPORTS'. AND END Scale WO Oi -H -99 SFM SHEARWALL SCHEDULE G2 -1 G2 -4 Vl' W.3 GTE SIDE OR SB GIB CAE SIDE W' GUB TWO SIDES OR 5/3,1.311W SIDES PI -bA PI -b PI -4 1/16'.OSB. P1 -3 E1E SIDE PI- 310�USE 3x 5TUD5 PANEL EDGES PI -2. USE 3x STUDS 'VIb' OSB TWO SIDES P2 - STAGGER SWATHIl . JOMS W/(2) STiDS + - -:.. PANEL EDGES 5/S' • 24' 5/d's 24. 5/5'x12'. A35 CLIPS A. CLIPS .d+3' 4 25' (2) RCUS lbd +5' (2) ROWS IISd +b' ?.. (2) RCUS '�. G DTAGE EL RIM DEL. RIM (2) ROLLTi STArIRED. DEL RIM (22 Rate ffid ®3' STAGGERED RIM' Tr. AT ALL SPEAR WALL CALL CUTS, . I RECENED CITY OFTUKWILA AUG ' 11 6 2000 PERMIT CENTER JOBI NO. '.533422