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HomeMy WebLinkAboutPermit D2000-304 - FOSTERVIEW ESTATES - LOT 27 NEW SINGLE FAMILY RESIDENCED2000 -304 Fosterview Estates Lot 27 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 261200 -0270 Address: 13715 43 PL S Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Gas /Elec.: GAS Units: 001 Setbacks: North: Water: 125 Wetlands: Contractor License No: DUJARD *204L0 OCCUPANT OWNER CONTACT FOSTERVIEW ESTATES - LOT 27 13715 43 PL S, TUKWILA WA 98188 DUJARDIN DEVELOPMENT CO PO BOX 5308, EVERETT WA 98206 JOHN KAPPLER 14311 SE 16 ST, BELLEVIIE WA 98007 CONTRACTOR DUJARDIN DEVELOPMENT CO PO. BOX 1059, SNOHOMISH WA 98291 *********** * ** * *** * * * * ** * ** * *•k***** **** k ** ** Permit Description: CONSTRUCTION OF A NEW 1,689 SQ FT SINGLE FAMILY RESIDENCE INCLUDING 162 SO FT UNFINISHED BASEMENT, 637 ,50 FT ATTACHED GARAGE, 192 SQ FT COVERED DECK AREA AND 56 SQ FT UNCOVERED DECK AREA. (BASE PLAN NO D2000 -073). PUBLIC WORKS ACTIVITIES INCLUDE:ACCESS,LAND ALTE- RING AND STORM DRAINAGE. *********** k***** * * ** * * * * * * * * * * * * * * * * * * * * **k * *** Construction Valuation: $ 164,088.96 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No Size(in): .00 Flood Control Zone: N Hauling: N Start Time End Time Land Altering: Y Cut: 591 Fill: 55 Landscape',: Irrigation: N Moving Oversized Load: N Start Time End Time Sanitary Side. Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N **** k********************************************** * ** * ** * * * *kk * * * * * * * ** * * * * * * ** ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,591.75 ***k************************************ k****** k**** * * * ** ** * * * * * * * ** * ** ** * * * ** * * * * 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 performance of work. I am authorized to sign for and obtain this development p'-rm Signature: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Print Name: DEVELOPMENT PERMIT .0 South: .0 East: .0 West: .0 Sewer: VAL VUE Slopes: Streams: Permit No: Status: Issued: Expires: (206) 431 -3670 D2000 -304 ISSUED 09/13/2001 03/12/2002 Occupancy: DWELLING UBC: 1997 Fire Protection: N/A h Phone: Phone: 425 -334 -5018 Phone: 425 - 641 -5320 Get Date: 9 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 work is suspended or abandoned for a period of 180 days from the last inspection. 00 ' N. 0 J = I w o :3 LL. a , co d H = _ Z i- 0 Z F-! 0 1— w tu _Z ; N 0 Z Address: 1371E 43 PL S Suite: Tenant: Type: DEVPERM Parcel #: 261200 -0270 CITY OF TUKWILA Permit No: D2000 -304 Status: ISSUED Applied: 09/08/2000 Issued: 09/13/2001 A ... A******** k• kA• A• k• k****.. A*AA•kkk•AAA•AAA•AA*k•k•k•k•AA• AAA• 4k* A** 1c A•AAAA•AA*AA*AA **AAAA Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila ,Building Division. . Engineered truss drawings and •calculations shall be on site and available to the:..bu ilding inspector for inspection purposes. Documents shall , bear the seal and .signature of a Washington State Professional Engineer.' 3. Any exposed r nsulations backing material` shall have a Flame Spread Rating of 25.,;or: less, and ,material shall bear ;•identi f icat i on ' showing ;:the fire performance . r.a t i iig`' thereof Al 1 construction to . be done in conformance with ` approved plans a'nd recqu i r ements of the Uniform B u i l d i n g Code (1997 Editipn) as amended, Uniform Mechanical Code (1997 Edition), and $ :,Wash ington : State `'Energy Code ( 1997 Edition). Pl:umbing., shall be obtained through the Seattle " King ou Cnty, Department of:Public> Health.. Plumbing will be inspected .'by, that .agency, including all gas piping (296- 4722) Validity yof Permit•. The :issuance of ,a permit or approval plans - ,..,. specificat-ions,: and computations shall not be con s,trued to be a, permit for,..or an approval of, any violation of any of the provisions of. the building code or of any other or dinance : of, the jurisdiction.:" No permit presuming t give authority to 'violate or cancel the, : pr ovision;s of code shall v a l i d . Electrical permits shall be obtained ,through the Washingt n State Division: of Labor and Industries and`, all electrical worm 'wi 1 -1 be inspected by that agency (248 - 6630) . .There shall . ;be no occupancy of the : building(s) until the final :r'F inspection has been competed by the Tukwi la Building inspector, ; All mechanl cal`'work shall be, under separate permit issued by the City qf TTukwi la. 10 All permit ' 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 ma intained and avail- able until final Inspection approval is,.granted. 11. Applicant shall obtain'a separate plumbing permit from King County Environmental Health Dept. @ (206) 296 -4932 for any plumbing modifications inside the building. 12. ALL PERMITS, INSPECTION RECORDS, AND APPROVED PLANS SHALL BE AVIALABLE AT THE, JOB SITE PRIOR TO THE START OF ANY CONSTRUCTION. THESE DOCUMENTS ARE TO BE MAINTAINED AND AVAILABLE UNTIL FINAL INSPECTION APROVAL 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. z z� ~ w " re 2 JU U 0 co CO J w O 2 g ¢ = a .. - w z � uj i V IV ! z ' ILI U co 0 z ALL CONDITIONS OF' OSTER VIEW ESTATES PLAT A OVAL SHALL BE MET, SEE L99-0‘.718 SHT 4 OF 4 WHICH IS PAR1"OF THIS SUB- MITTAL. THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICA- TION ON A LOT BY LOT BASIS THAT THE HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. ALL STORM DRAINAGE PIPES SHALL BE ASTM -D 3034 PVC SANITARY SEWER PIPE WITH GASKETED JOINTS OR ADS N -12 PIPE. THE GEOTECHNICAL ENGINEER SHALL PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN - ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. APPLICANT SHALL OBTAIN WATER :..METER PERMIT FROM WATER . DISTRICT #125 @ (206) ;2429547•`.AND SEWER, PERMIT FROM VALVUE SEWER DISTRICT @ (206)'242 -3236. Signature: Temporary e i on contro l measures 'shall ;be implemented as the first : "business.. :pr se;dinre'ntat`ianoff site or ' feito existing ,storm dr ainage''faci'l iti`es 14. The site s,ia 1 1 have;; permanent J e.ros i on control ` measures ; in place,'as soon) as ,possible.`afte final grading has,been: Completed and prior to the. Final Inspection . 15. The. driveway shall be and sloped so that dr a.inage: fr;oiW the driveway does; not fl,o.w onto the existing road„ surface, Wa affecting traffic ° "'flows shall closely coo wi th the City Utilities In's Traffic Control Plans shall be,!su ' theiiIn`spe'ctor ,for approval FROM hOCTOBER 1 " THROUGH APRIL' 30, - COVER ANY SLOPES;'AND STOCKPILES ' THAT. ARE '1V FOR STEEPER;; AND ;HAVE A VERTICAL RISE :OF 10 :FEET" OR• ° UNWORKED FOR GREATER THAN 1 �HOURS. DURING THIS `TIME PERIOD , _ COVER OR 'MULCH OTHER.,D'ISTUR.BED AREAS'IF THE ,W�ILL,�BE UNWORKED hORE is f ,t COVERED MATERIAL MUST BE STOCKPILEDON S.ITE S AT THE 'BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABIL4IZATION WEEKLY AND IMMEDIATELY BEFORE","`DURING AND IMMEDIATELY FOLLOWING STORMS" FROM MA 1 . THROUGH SEPTEMBER .30., INSPECT AND MAINTAIN. TEMPORARY , EROSION ?PREVENTION ' AND SEDIMENT AT LEAST ALL DISTURBED 'AREA -OF THE SITE SHALL BE PERMANENTLY • STABILIZED PRIOR ' TO;'FINAL •CONSTRUCTION APPROVAL. I hereby certify that I have read these conditions and will comply with them as outlined, All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other work or local laws regulating crnstru ,+ or the pe ormance of work. Date: \_41_ ..... ,..,.,,.„....w..u.�:d,ii.i_.�.. <:: y,. .At':.s..s.,i.u..:�.:sawv.• -i:: iu. t.. 7fi�.:: 46xi: ri.. a..: iu. k_ iLL... a...:..:: u... td.: a::' nicW. u. Llu.« �aY. rc: itL: rviLu..., x. D:N::,4i�u......Gtla.;.';�.. .. ..........Su«�:sif;;..::u..,.uu }>�D W re u6 = 0 0 ' 0 ' CO I Jr.- LL w 0 LL a � Z H Z Ill Ili, 2 o' 0 0 --I 0 I— Ill w� _0 iii z rn �_- H 0 z v NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS, DUE TO THE QUALITY OF THE DOCUMENT. • Project Nana/Tenant: rS '_� '' L TCXllVt C --- fa k / .s l .0! { 17 Value of nstruction: I/ . - Ti ob8 V !4 Site Address: City State /Zip: 1A — 1 1'5 43 vvt `P 1. S n t crte. Tax Parcel Number: 2 co t ?.QO- O 2-1 l`> Property Owner: ' p u ' O��1lt h p 'CA a l.h p l'hVANA" CIO . Phone: N 2S - 33 y - Sb 1 Q Fax #: (-12-s- 334- '3b . Street City State /Zip: V.O. BO)( SSOR Goeve.tt- WA 9A20to Contractor: V vt, k Ok.Y'dlih n e-,0 Q.l0 p w. .024.. (n . Phone: Above Street Ad ess: City State /Zip: ■.berOa Fax #: (Xb0v2 Architect:_. l P VD l_ --; lte.. fia. -LET eq-s P. S . Phone: N? s- - WI S321) Street Address: City State /Zip: 1 LON 11 5t= t tatlry 5.1- Re � 1p t.1 t..te. W14 90001 Fax #: 42.'s' VA 1 b Engineer: E"l C. 1€.* z . , PrS.% DC. Phone: 42_S • 111 loll 2 Street Address: City State /Zip: 1/SS3r 71r�illn hie. vJ. Sui +fin EEckvv bv�dswle qRO Fax #: to y2<•775. b23' Contact Person: K.ol_le p l.e v P*IreArs Phone: c 10 o e e. Street Address: City State /Zip: cod" 0ue_ Fax #: ck.boue Description of work to be done: N 6 ,, 0 5 F v. , •.1 -ovnn '6a,s e V lave A 1 g2t)OO - b7 3 Type of work: El 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: gl 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: 1S 41 sq. ft. Dwelling 19 2, sq. ft. Covered Deck(s) I 422 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) N/A *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 TUK'''1LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 F STAFF USE ONLY :Permit Number: Project Number: 1 Single - Family Residential Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. SFPERMIT.DOC 2/13/97 PLICANTa R FOR PUBLIC WORK SITE/CIVIL OF T FOLLO. } ` , "(Additionakreviews shall be.deter'm�ned byahe'Public:Works Department) ,.1r. W! ❑ Channelization /Striping 15 Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: 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 CI Street Use ❑Water Main Extension 0 Private 0 Public Water Meier /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 application accept : . g. pp Date application expires: 25 Appli' • •n taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM z ~ W cc o 0 cn J H 0u w 0 2 J Li. co w z � H 0 z►- w U • � m OH W F- F U-- u w U u) O ~ z BUILD/NGOWNER: OR> AUTHORIZED `AGENT: Signature: Date: Print name:5 ?C I\1 GG K. V LL b G1c,. Phone: Fax #: Address: Rkc�klC.� City /State /Zip: ALL SINGLE- FAMILY RESIDE IAL PERMIT APPLICATIONS MUST ; F SUBMITTED WITH THE FOLLOWING. DRAWINGS PREPARED A REGISTERED ARCHITECT OR P1- sFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ • Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: . ❑ Cl Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ . Structural framing plans, and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owrier /Autliorized Agents If the applicant is other than the owner,; registered architect/erngineer, ; contractor licensed by the;State of•Washington !' notarized letter from the property owner authorizing the.agent to *think this permit application and obtain :they permit will be, r e q uired as' pa of'this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. .DOC 2/13/97 S y s mi..an,„„, , ,m. ..r ...s4+PAMwftr oy*tale' A +D Y s 4S41!5 ' 7vRkF hvISfs. n4V,9M', g, ,!tervmiermn r:¢ iw: m. z ~ • w re L 00 0) 0 J = co w w 2 u. CD d w zI w U D o I- wW I I - L I O w z O N O ~ z kA'kk ** . A* A** A* * *A*A••k *A *•►**AA:*A* **'* *AA**A 4 *AAkhkA*•A- 44AAA4*s*A*** (:;ITS OF TUKWILA, .wA TRANSMIT' **4A* *A ** *A *A *A *A• 'A. * * * *4A•A, *A•4A *A* *k'4 F4 ** '* ' *AA * **A* ** * *•A * ** * TRANSMIT NLAmber 80101199 Amount: J., 09/13/01 08:52 Pavment Method: CHECK'. Notation: DU;Jr RDIN DEVELOP In it: SKS r ` Permit' No D2000 -304, t'ype;DEVPERM DEVELOPMENT ' PERMIT Parcel No :'' 261200 -0270 Site Address. 1371 43 PL S Total Fens: 1,991.75 This Payment. `- i.y591.75 Total ALL Pmts: 1 Balance; ,00 *+*****A*A* A** A*'** k*4 4 * *4 * ** *4A*4 ** ** * **d* * # *** * *A.4 *A.¢-* * **44*4* A cc.ount' Code I Desc'r i pt i nn 'Amount 000/322..100 ' BUILDING RES i•,357.75 000/345.830 PLAN : CHECK -- UTILITY 20.00 000/386.304 STATE flUI .WING SURCHARGE 4.50 . .00 . 0/342.4'00 INSP.` F1 E - UTILITY 15.00 41.' INSP FEE STORM DRAIN 15.90 000/322.100 LAkD ALTERING PERMIT FEE 142.00 , 000/345.830 LAND ALTERING PLAN CHECK 37.50 0017.0 Itj TOTAL` , 1 "1'07.3:1. {gyp r � tc 1 , x1 Y - {{ .... i N� r' �T U'�f .+Y "eA�� Ts•, +t•'.�wgn.r.r. -airr rvgivn(3 t�7,t"!f'±SF T '$"m'.m' rxr,? _t:, . 7 i Vi a• -..+r V ' 77 -.• } 17 2 000 - o ** * * ** * * *, *4 * *•**4 ****.* 4***• 4**** 4* * * *d * *4 * * ** *: *A- h *4 * * *) : * ** **1.* CITY OF TUKWILA WA TRraNSMI'f 1 *4 * * *t4 *.4 * * * ** *$ *s4 , * * *4**** *d* 1 *•. *.4 *,S **et *ar!4 h4 * * * * * *:s*?•!44 44 . 'rRANSMIT N.Imhi?r% R9800356 !:Amount: 400.00 09/0B/00 14 :47 Payment t;hic d ; CHECK NutNt i are: DUZJ(1 DIN! DEVELOP 1n it: EILH P'rni it ;.No: 02000 l YPe: DEVPERM EEUELOPMEl!1 PERMIT Parcel No. 261200-- 0270 Site Addreesz 13715 43 P1. S Total tees: 1. 62.25 Th is Paymrr:t 400.0 1 ata1 ' ALL Pmts: 400.00 Balance: 1,362.21S **** 4b4* '* **4 * * * **44*4 ** *4*,4****** *+r* *4444 ** * *4 ** *a.* * * ** * ***44 A Ceeurtt•":Cade Descr pt ion AmoanI; 000/.345.730 PLAN CHECK _..REG 400.O0 i i �Kw 7777 09/11 9710 TOTAL 2000.00 .40 rr. 'rK.r. .,:�a�.h.`�.M„s,m, •.�f .1 �`^�S $f.t,t16 ^,.n,r .` i5.,:. i�b,', et;:r5,1':lvi,�.i..:..,,vk'r 'mss":; :`rt. {�� :, x2.r;in Pro ect: Oi _ r1e -v!Fy I — Lc/ < 391 Type of Ins ection: L..- f : 7 At A dress 1 115' '� PL : `' Date; Ile / �/ ,,. -, Special instruction.:. Dat wary(e, .m� Requester: '70i i . • Phgne, 3 v'_ 3 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 3.70 Approved per applicable codes. Corrections required prior to approval. COMMENTS: C O rr ov►s �'rn ►ti, rP Cr) r0,01.-'s4 -f' — 0 or() P U �_ C 1 nc, 1 InspectorK \ / Date S_ 9.02 D $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: !'. xS.....,si'16,X !?,vssea'S4ti. 004 ':kvr >rbah d t'44 14,6"il na srastia � «+iwr ls`r, 1- 0 2! I- LU wUJ 0 CI co 0 -- wt Approved without correction notice 0512 Approved with correction notice issued 0 project Name eys 7 :7 Address I ers s 1 Retain current inspection Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature FINALAPP.FRM City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Needs shift inspection TURNI4kFIRE DEPARTMENT 'FINAL APPROVAL FORM schedule < re 6 0 CO 0 Permit No raM 1.- W I • u. ui 0 o D Suite # a I- al T.F.D. Form F.P. 85 Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575 Z P ect: r- 0h- / cvl au L Type of In c lion: ► ' Address 3110 � � , �^ r' J i D c alf / l Date Lit, � a � S instructions: ©� ,3 Date wanted: / a I - y}� a.m. Requester, P ,$) ;336 -` Coo INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. Corrections required prior to approval. Ce ' . c r7pro ed 3 } . . - 1 1 , - . G 1 V\Cn 0 p ` tnUa ' 0) kriv,tnI TPrUtr -- 2 �,✓tvtPrc - i - 1 rm Y P Ong - \-- 11,1 .SvWn n XsrV e I In f YY1, SSt ( re v� - 0c),AA II . . kc� \ Court .eket\ C � OSt I ^ C \Date :` 1- ;V 02 A C' ct rac e ' to Inspector: 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: PERMIT N (206)431 -3670 X i �x.l,3E'r � h .U'iilY'Nl;»a;ai' CL 2 0 0 N 0 : co = ' V:WV\ r u. CO LLI ci w H 0 0 . ui Z. 0 1- ` Z o Type e,,..o-- Lot.--. .2 7 o f In tioni nit9 /MI j .5 q g y f Date call d: / / Special instructions: • 0 Date wanted: �t� p.m. Requester: mot& j // /� "1c c CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Approved per applicable codes. 111 Corrections required prior to approval. COMMENTS: UC4L 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: - its »r.., k;4cui.;:.�Y.n X..aukm� �.u..W. .rt.�rki'nsa3t >raw.a »•t;1 li ttt ''rtid,a et A. :tix44.4 4IAI " n ce W; 0 0 co 0 , to W W W W aa LL -J N I-- w H0 Z f-; 11J u j, U0 0 I w w ? . r u. 11 Z 0 0 I` O Proje,�t,.. —US�L° fv P (x� �1I ?I Type o mac �. Address: /37/ Y3rq/ S Date called: 0 Y /a2 /0a Special instructions: Date wanted: ) oi-i /ai 0 a Requester: SCO Pho e: r ) 319 -QC • LA INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1)9000 PERMIT NO, (206)431 -3670 Corrections required prior to approval. COMMENTS: .4%' / 2 - 1,.-y1 / /z7 //o2-. I,i . (it f " e—'t/1 /2102. ke,72.,AA/4 /i 44A,4 Inspector: ❑ $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,udlt3ic4' . . i st;sa':�rtr2AA t:'ht.x•■•,•t' ; ;•∎; 431a :. ,�!•tras: .avc U O'' (00 ' 'W CO IL W 0 g = 0; I- 1- 0, Z � 2 ,U 0 0 N; • W 2 • z 0 EA 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 (206)431- 3670 Type•of Insp ction 4✓ 40 LzbtlitCCE2431 ject: Special Instructions. Date called: ,... Date wanted: /Qz CW. Corrections required prior to approval. • COMMENTS: Inspector: `.c1„,10- .Date:- T 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: 14" I. rk ds w.:�,'r � alati U k .,w•h ds:: re 2 J O 00 co 0 ' Wtu W 0' g -J = W = H =! Z I— 0 Z D O Off 0 H! W W I--- 7- LL Z . O 0 z 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: COMMENTS: OrC e4 tong' F Ir(i4Vt111wr • Ort re fl o o r ,<.c,J1 -I ov, o p roved 'Stier MA r-e CO GDoroVe k at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT NO. Pro' c LI,A,f: tO `o S Address 137 l53 Pt. Sr). Special instructions: Type of Inspection:, 6/14;0,I Date called Date wanted: riq -o a m`) p.m Requester. aistuoffa Phone: . 11)S" 36 00 (206)431 -3670 Corrections required prior to approval: Inspector: Date: 3_ \ 02 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid Receipt No: Date: .s4; Xh : AT}C .4:).4 44: '' g z I- 6 J U • U 0 :, CO L.5 J F- co u. W u < W Z 1- 0 z H, 0 co 1— : W uj 1 " -- W 0 ', 111 Z U N 0 Z Project ; t i; , I C . ; 1 I�; � , . i . C Type Inspectio ;- I LCD 1- 7/di1ii / - _ AJldres / ' ' } .. . 2`,G � ' Date called: Special instructions: L Re 0,0� - Ad / Date wan a! ,/� nester: Phon o2 S- , 20- 9( oaf INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING,D V SIGN 6300 Southcenter Blvd, #100, Tli0 A 98188 (206)431-36707,...., < ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: i .) Mo& \ c YOr)v►-, `C rq m Q C.t c -crfv: ` VOw■ c o proVPG 01r mS. Vnv i rl ..e � rcki -krc. -� s , v►r C� � ' prrn1Jet d '� I - lo �.�. 1 , W a 1 �� o s 1 s O v' r v , r rf YN Inspector: " n Date: 2 3— 02 $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 411,W4ld,a t t isla...,N.bVtr. V «fa�h:�k kihat` 15 :&a:Li+.ax< Z c ,w 00 co o W w' J O 0 te a :. N ?' d w Z F.; Z 2 o- !o H; w w U _ u. _Z w • N ; ' F _ '` O Z Project: � O (\hew c& Type of Inspction: , YtCf A� ess: . 1 115 1- i: ? Date called: 3 ') 3 C Special instructions: Date wanted, a.m. - t 3-02 rcr5 Requester: r Phone:. INSPECTION NO INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd; #100, Tukwila, WA 98188 0oo -30 PERMIT NO. (206)431 -3670 Approved per applicable codes. a ' c orrect ion s required prior to approval. COMMENTS: `F ` 1 ? Ow V' Pits./ lr 6{ G rr � j CII G�''C� .n n, � Y' k :e'_ Insp \2„;1 -d Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: dRC e; `�:5 �' rttrta iA�iK'd4 @kn" au sac'..,es:�F%:waar Z4Itt,14F ° .d';L.at.+It.q.4.1: t'-S" aa`, r,".1..:.ia;?y ,eu,u:,a.FrUu.�d . ty4A +J42,:. .. i' til;. �;.i'N ai6$a?.^:r�.t.�r W.1417n`.d, .:< +W: i✓1W.$4r.€44144 <r,„f; 4 :. a.,< o o ' WI J am. u. W0 N H 11J Z `F- O W W: DO 0� 1 O f W uj I 0 :. • Z 0 z Project: c -- `` - (1`rt'irV1r. { 7 2 /- Type of Inspection: i Shear- LA./6? Address: Ill's 1-■ ?1 S Date called: 3 _ 13 Special ins ructions: o C Date wanted: a.m. 3`l — 0.2 ... Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: fin 1/Pc( (2) d- I U (9 - cii vt Ex-3reAtor S ),cct tLi vo ved PP Date: 3— r3— 0 2 Inspector: 1 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: : alu LSta.:ll:LiiaA; v r i 7it /�Vrr L. ` 4at Ufa.;*liwttieLib'; .. .. w.`tii.�...- .eUw <l ^ ✓. ' LG'1J.".�.� _ ".3 f %YtildLLYFJ +akSAtru , ct 00 0 cow w 0 J u_<. co d : 1=- uf . z � mo z t- 0 0 =1 1 '111 Wr O 9-- Z 'id U Ni H =' o � Project: • W1� IrVArw ,') 2 / Type of Inspection: & Lida ( I Address: t -J 1 ! S' LA -2j ' . Date called: _. 3— U Special instructions: Date wanted: W. Requester: S C -H- Phone: 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 Approved per applicable codes. WCorrections required prior to approval. COMMENTS: � � } O' � I�-Pr, r' W,) I 5 C5 } (a-'-i &‚-. l.)Uc ►gin+ ■\.ea GV l {t'tAt 1 1 kI ro (30 v\ S • 2•) � C \-c) k vr 1 4 Sir'P O-c 1\thc, Uv� ar GYP 3.) 70 -V-� > >r 5�� ear - t J \\ nriv ulat`G LS t'7 �C)) rser# • '‘ ;.,(1O 1 rc (' : --35 ('e V, (. S ea r - ✓ k 1 r h \ I ( - \ 'S N. V Ie)1 Qr _1 r 14,44 r v - )oue 2 QrPG 5 Inspector: r A jk Date: ■ 02 ❑ $47.00 REINSPECTION FEE REQUIRED. Priorito inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: fonaRtM 4yx4414Yiti .eers ia 12' r4 2 �U U O .0 LLI w O ! Q , Z 20 U O— ' GI = u i u. Z' w U =' 10 ~ z P ojec 4 V 1 � a T e 1' Tn bc = e - 1 J � r a A 7 15 4 - `(G I S ,.- Date ca ed: l / � / /0 S e cial instructions:,- I P to z- a te` Date wanted: , ,� %` S fQ2 p.m. Requeste CO Phone: (9 -zG 77,. I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA,81 COMMENTS: a•� Approved per applicable codes. t ,17$. r :1,0' *k 4 2,1&'1 t PERMIT NO. (206) -3670 Corrections required prior to approval. 0 .i.i/�4I� Date:. / $47.0: Et 'SPECTION'REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blv.., Suite 100. Call to schedule reinspection. Receipt No: Date: „;:4 1:it:aUV.Wa.i;d't'..a t Ysld� V '' ; tc4 ! INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Type of Inspection:.:'` Project_ 5t7 T (/// Address: /37/x' AI p/ So Special instructions: Lor 7 Date wanted: /4 ' a.m. p.m. Requester: • 5( 0 : Phone: Approved per applicable codes. COMMENTS: 56 S7t.:Rf El $47.00 RE FEE REQUIRED. Prior to inspection, fee must be paid'; at 6300 Southcenter Blvd., Suite, 100. Call to schedule'reinspection. 'Receipt No: Date: a INSPECTION RECORD Retain a copy with permit Corrections required priorto approve PERMIT NO.. (206)431-3670 •• .— ars::7i;&sw�Hm,�,.i.:;�;a�;aR. Jk�u:r�9iti�voatsuwV:roritittux !'. f3 'ai:4i8.4' 4thd' V,Ata4F: A' ' Approved per applicable codes. INSPECTION RECORD b2e00_ Retain a copy with permit :INSPECTION No. ITY.OF TUKWILA BUILDING DIVISI ON 6300 Southcenter B vd, #100, Tukwila, WA 98188 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT NO. (206)431 -3670 A Project: Addr PI 63 Type of Ins ction: II OY�C Yr 4P S q. b Date called: —L 1.01 Date wanted: a.m. Requester: Win Ni Phon 1 0 - 5 330- 960 Corrections required prior to approval. COMMENTS: GI Ca -9 S�a � l i4 l l w`c s - op 1 rO UtGQ Inspector:; 3 4„.9,4 , Date: '�_ Receipt No : Date: Gs"F a ;Yrinre+:6�F+K��+": "v,;fi',ti #tY� • 5 U O rn 0 w N LL , w O co 0 w Z t—' o Z 2 U0 O N+ � I V tL O `. P- 0 Z INSPECTION NO. C ITY OF TUKWILA BUILDING DIVISION 300 Southcenter Blvd, #100, Tukwila, WA 98188 Project et,U 4'2 Address: 11 s Special instructions: Y ► - Type gE.lnspec rOU� +A , ct h Date called: 11 — i 9- O Date wanted: ll m. 1 \ - d-c '0 1 p.m. Requester: s co+4' Phone: Approved per applicable codes. f INSPECTION RECORD Retain a copy with permit (206)431 -3670 COMMENTS �.4 O Corrections required prior to approval. Inspector :' Date: 1\ 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: Projef.14, Type of Inspection: Address: j 7 ( 422 el s. Date called: i 2cif ar Special instructions: 1-01 2:7 Date wanted: a.m. It �/ p.m. Requester: CC) C / ttit/l -vC Phone: 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 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: k p Q4 tA44D of t w, 4 d tr, /fie C ,n ..A • Inspector: Date: 1/2- n $47.00'REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: I. £u 'inir :ckt �. I r'; :: � ., - ; x ." .: fi_ x t �;. � • , whwit',:. i SkJAr r.;;;;;,, ,>.4A; ) �'z Z, re W . : 0 0 " w W• C W 0 } ' a LL < LI c9 W I— O Z U 0 O N W W; -o : Ill cij z lect: ( crv/rto - Lp f ,77 r of I ct n' t ) n / 1 h II (A20 I( . Address: J 37,s— f.../3 p y. S c I led: ��i e/ J Special instructions: Dal t d: I i a ii . . / Req ester: 1 Ke. P c . / . /7--.12-7-03S 7 0 INSPECTION NO. Approved per applicable codes. 2006 304 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: -�P it tvti { P/' 1 C)( )P1, , - ) ^r`� 1 r% Inspector: Date: 11-2 Q 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: , n;t'_n;:.d✓i.,l "WNuC..�Mr.:..i .l 3ii�.d: 4K.' %:Ir,S : �.a�, ti 'urt:...,. rw....:m+i.1 eL'4rFie3:6,iY.w•..�.�n"',:.I J.M ?i+;sw� r�G4iurvi. q�'rc.Lt�'�:�:aij, [i.ier1` 6 L�'Jr3:ktT:sli�.3ilu - 4:iC. 6_ J0 UO: N 0 ; W W W O' N O ' H W 0 Z I W 2 U O:` i0 N O I— = V , • U. O . 111 Z 0 Z P vieW . ' - ) _ ^ T i e of Insp • r f dress: „../z z PI. 5 a e ll d: al 449/ 4 Special instructions: 1/ 9.:-s• / / Date 1 to I l / Requ r. rra t,/ P .192 o3&D Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 nspector: Date: _ 1�/ $ .00 REINSPECTION F REQUIRED. P or to inspection, fee must be paid t 6300 Southcenter Blv ., Suite 100. Call to schedule reinspection. e ceipt No: Date: Corrections required prior to approval. PERMIT NO. (206)431 -3670 AL' i :14,4 :41w " w AEUtitg604. J `4,411.1 k:•rkc d.3:ilia;.:ai4 i? .4`44. li`I i f a''te,6�5arr,K `�i+": a luusa,;�'.s: tMt ri. %w+IM.v;.aftW:Y re J Vc U0 CO o CO W W 0 co W .. _:. Z Hi 1-0 Z co C I— 'r W W ' ; I V U. ~O WCO Fosterview Estates Tukwila, Washington VICINITY MAP SCALE: 1 INCH = 2,000 FEET ij zo 3 0'-! RECEIVED CITY OF TUKWILA SEP 0 8 2000 PERMIT CENTER Z OO N cn uJ W WO U. < = d I- W z W W. M 0 U O ff„_ 0 I- W W' O '; Z U Z vs ..:4110.• TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Plan Review Fosterview Estates, Lot 27 Tukwila, Washington Dear Mr. Fowler: Project Description We reviewed the following plans: • Sheets P1.0 and P1.4, Architectural Site Plans • Sheet P2.6, Architectural Plan • Sheet P6.8, Site Section for Lot 27 June 16, 2000 Project No. T- 1515 -2 Reference: Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., December 16, 1998 As requested, we reviewed architectural plans prepared for Lot 27 of the Fosterview Estates project. The purpose. of our review was to verify that the plans are in conformance with the 'recommendations presented in the referenced report compilation and to provide additional recommendations, as required. The project plans we reviewed, prepared by Kappler Architects, P.S., indicate that a three -story, wood- framed, single - family residence will be constructed on the lot. The main floor, including the entry, will be at Elev. 204. The garage level will be at approximately Elev. 192. The garage will be constructed with a slab -on -grade floor. To achieve the planned finish grades, it is anticipated that temporary excavations of up to 13 feet will be required. It is not anticipated that significant fills will be placed at any location on the lot. After completion of foundation walls, excavations will be backfilled. D awo ?rn 12525 Willows Road, Suite 101, Kirkland, Washington 98034 none. 425 0821,,774,17,4.;Fax.425 4 ,•» -rra @terra o o ro CO W 0 = u- Q i d . I- _ Z Z O 2 j n co 0- - 0 H w W U( U. CU Z N . 0 ■ Mr. Bill Fowler June 16, 2000 - Discussion and Recommendations Based on our review, it is our opinion that the plans are in general accordance with the recommendations presented in various reports in the referenced report compilation. The following discussion and recommendations are based on our review of the current building plans and the conditions existing on the site. Excavations and Earthwork The site plan indicates that temporary excavations of up to 13 feet may be required to construct the foundation for the lower garage level of the residence. It is expected that the excavation will be made through native soil consisting of sandy silt and silty sand. The on -site native soil contains a significant amount of fines (silt and clay size particles). This material will be difficult, if not impossible, to work in wet weather. The excavated native soils should be removed from the site or used in nonstructural landscape areas away from the slopes. f. We recommend that the recycled concrete previously placed at other locations 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. Foundations The foundation excavation on this lot will extend into competent native soils. These soils are moisture sensitive and subject to disturbance in wet weather. If the bearing soils become disturbed, they should be overexcavated • and replaced by materials such as recycled concrete or quarry spalls. The foundations should be designed and constructed in accordance with the recommendations presented in the referenced report compilation. The foundations should be designed for an allowable bearing capacity of 2,000 pounds per square foot (psf). Walls supporting backfill should be designed as retaining structures and be provided with adequate subsurface drainage. The walls should be designed to support an equivalent fluid weight of 35 pounds per cubic foot (pcf), assuming a horizontal backfill configuration. A uniform lateral pressure of 100 psf should be added for restrained conditions. 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 250 pcf may be used. The upper 18 inches of foundation penetration should be neglected in the passive pressure computation. A representative of Terra Associates, Inc. should observe excavations, backfilling, and foundation subgrades to verify that the site conditions are as anticipated. Project No. T- 1515 -2 Page No. 2 ■ • Mr. Bill Fowler June 16, 2000 Costa Philippides Engineer Anil Butail, P.E Principal CP /AB:ko cc: We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. Project No. T- 1515 -2 Page No. 3 5'H.y"apt:Ue.Y3Y ∎E'ti emturA ma.. • Jamieson Consulting Job No. 20181 d,�'1 :p0 EQ 1 % 1-$01 RETAINING WALL S OEO p,s o'er FOR ,:r cA FOSTERVIEW ESTATES TUKWILLA, WASHINGTON t»b00 304 EXPIRES 8/23/0/ I 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 re w U co o co w ;; w o LL n ' = d ` ? �+ O . Z Hi w 2 o o o LL P O Z` N ` 0 H, JC JAMIESON CONSTJ - 'ING Consulting Engineering & Project :Manager.en: 901 KIRKLAND AVE STE B -1 • KIRKL4ND WA 98033 1 ' 1 5) 803.2581 • FAX (425) 803.3289 TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT 35 EFP 0.267 Cf 4.67 50 0.67 0.67 0.67 0.67 IBA( a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu W 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 Z Fl u 10K/ a_ 4' y1iri 0- (. C � Fc077,l& sp,4AJs /Laza. 45=(0)4-4 4-16" ..-z..00z 3 / c? = 00367 4fj: 14114 14.102 4 21 =40 xs/ UNITS COMMENT # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # -ft # # vr vr ft ft ft ft JCS NAM: r'Z'/S V /EW J08 NO. 2-0 181 " ›J Z OAT? SHEET NO. 1 cp 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 0470p n eTh vA N o 3 . mow J OB U; 0 w w 0 g ' u- to = ; Z I- 0 z � ww 2 p 0 - w W ' H V ; O . W Z O 1- z C JAMIESON CONSUTIT'ING Consulting Engineering & Project A. 4gement 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 5.33 50 0.67 0.67 0.50 1.33 TYPICAL CANTILEVERED RETAINING WALL NAME EFP Cf a w4 w toe heel H Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 OUTPUT UNITS COMMENT 6.00 2.50 1,643 1,724 0.83 0.65 1.66 630 180 1.871 1,260 2,358 1,502 1,685 851 533 251 1.83 0.83 1.25 0.83 # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft ' # - ft # - ft # - ft # • ft ft ft ft Z50)Fs/ -,' =OKs/ Mu 1 or airete 5P►9/V Fog ocipg6 o.442- - J 23 r1 Pa 205 G HQ . a°I CIZ ' 7 , 2e/ /e �C ) N • A r JOB NAME "1V1G W JOB NO. 2A (S/ DATE Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is In mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing ' Soil weight on heel (120 pcf) Weight of wall Weight of footing 0 " BY Yid Z SHEET N0, Z. OF ( III� .4 J -/b' o.c Ar f3F.5 (3) i4 co�r 3' ,1' t , (o R• 't 1!-.47". p... .. o: w U 0 0; rn COW : wo Q . _ S z � o' D p, U ca 0 CI f- u 0 ,. u i z ; co 0� z P 1� J.41NIIESON CONSUJ' Consulting Engineering & Project %fik.. _gement 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 t' " =) 803.2581 • FAX (425) 803.3289 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge INPUT NAME 35 EFP 0.267 Cf 6 0.67 0.67 2.00 0.83 OUTPUT a w toe heel H 6.67 Lf 3.50 fs 1,155 fs2 1,246 Lf /3 1.17 X 0.85 2Lf /3 2.33 F 1,079 Fk 654 FS 1.515 Mot 2,631 Mr 3,985 Mu 3,672 W 1,591 w1 . 639 w2 600 w3 351 x1 3.08 x2 2.33 x3 1.75 - 'c2%O F51 40 /51 .O M = 3r67 t� =� 4= o, 3r,cJ2/ 4-z 4e e AND %L " 4“0,61, M /t99g' $4 -5 5 / 1470 . / 147 l0 - >= oor?A6 5Pkt15 UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # /ft2 ft ft ft # - ft # - ft # - ft ft ft ft JOB NAME JOB NO. OAT: SHEET NO. OF COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment • Resisting moment Ultimate moment for c ncrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing Fosrxx vr5W 20 te/ • • BY t- V (I I rar,& , k 4 J &' • o,c, s)44 car • (2)@ 7 E. - . ..... . JC •••• JAMIESON CONSUT T,ING Consulting Engineering & Project .. :gement 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 7.33 0.67 0.67 1.33 2.00 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME OUTPUT UNITS EFP # /ft3 Cf a w toe heel H 8.00 Lf 4.00 fs 1,770 fs2 1,831 Lf /3 1.33 X 1.09 2Lf /3 2.66 F 1,487 Fk 687 FS 1.754 Mot 4,330 Mr 7,595 Mu 6,189 W 2,994 w1 1859 w2 733 w3 402 x1 3.00 x2 1.66 x3 2.00 ZEco Psi Ksi (01z"` d= 0,37mix ' 4 G� 6,/r0i C /,VD iv" g- #4Gl2 "a,c, // =2GS' 6=s.' 'rxi71/ 5P4415 g(),ZZ, 22 14= 44' h= Q " t :- 42// �1 (3) � 4 � t. • • ft ft ft ft ft ft ft # /ft2 # /ft2 ft ft ft • # - ft # - ft # - ft Tr x ft ft ft JCS NAME JOS NO. GATE COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness 'Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 20/9r oY — PJZ V-4" SHEET NO. , OF I 10' Itt V=III (II I 11N :4 4 /a'0, c, 7:. 3'C S 2 -o z � U 0 to J w wo g Q . co D = I- al f-' O 's z I- 0 C 0 I— W ai 0 .-L z 4 JAI�N Ct' IN J09 NAME F05 7Z �V IEVY Consulting Engi gi Proj Manageme nt T � JOB NO. Z0 / BY tAl 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 '' C ";) 803.2581 • FAX (425) 803.3289 DATE SHEET NO. 7 , CF CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 8 a ft Height of earth above base slab 0.67 w ft Wall thickness 0.67 t ft Footing thickness 2.08 toe ft Length of toe 0.67 heel ft Length of heel H 8.00 ft Overall height of equivalent fluid Lf 3.42 ft Total footing width fs 1,314 #1 ft2 Soil bearing if X is in mid 1/3 fs2 1,406 # / ft2 Soil bearing if X is not in mid 1/3 Lf /3 1.14 ft X 0.85 ft Location of resultant force 2Lf /3 2.28 ft F 1,120 # Total horizontal force FS 1.507 Net factor against overturning Mot 2,987 # - ft Overturning moment Mr 4,501 # - ft Resisting moment Mu 5,077 # - ft Ultimate moment for concrete design W 1,787: # Total weight on footing w1 643 # Soil weight 'oh'heel'(120 pcf) w2 800 # Weight of wall w3 343 # Weight of footing x1 3.08 ft _L- x2 2.41 ft x3 1.71 ft lulu= 5,D7 K )4 ,4= a 374 rt' 4 &6 rvorC, ,/AID l4 N 2,&5" IT= 6z5' 04 :0 cfr k W k— • • • (z.)4 ror 111-3(11.= .4 e /2 1 0,c, fi ¢ &/0 ot G- i7Th I 1 4 " CIXAg .04j C. 4'or C, &).g 4 c ) JC JAMIESON CONSt''ING Consulting Engineering & Project h,.nagement 901 KIRKLAND AVE STE B•1 • KIRIU.AND WA 98033 (425) 803.2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT 35 10 0.67 0.83 2.25 1.25 q= Fsi NAME EFP a w toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F FS Mot Mr Mu W w2 w3 x1 x2 x3 OUTPUT UNITS # /ft3 ft ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft 10.00 4.17 1,811 1,932 1.39 1.04 2.78 1,750 1.539 5,833 8,979 9,917 3,019 , 1500 1001 519 3.54 2.58 2.08 #•ft # - ft # - ft ft ft ft 40 Ks( 44 b0 Ksl 5 = 9,92'`' d= 6" 4o.4/ s Gye alo,G, For) , tog .#46/2'/0,61 2 , 6 5 g / 6,z5/ 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 JC2 NAME JOB NO. ZO /e, `'Yw 'DJ 2- DATE SHEET NO.. l!/ , OF — Tr7V1 4J (2)44 . c7 (72 t a-P- cv--45j6g00 g "Of C. �4 4 x2-O &)04- cur k ; 0 0. • D. co w - 3 N LL w 0; J Q. co = 04 w Z I- 11J Lu D 0 0 — 0 I- ww I —0 u Z U O h- z JC JAMIESON CONSL 'ING Consulting Engineering dt Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 ' ") 803.2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT . 35 12 0.83 0.83 3.17 1.25 Ks 4- = (O / <s( #5 /4/ d:s" 4c153,i Z, , / " FOg d e tea. c, /` 0n Mu= 3,54 - 7' 2) NAME OUTPUT EFP a w toe heel H • 12.00 Lf 5.25 fs 1,850 fs2 1,954 Lf /3 1.75 X 1.35 2Lf /3 3.50 F 2,520 FS 1.527 Mot 10,080 Mr 15,397 Mu 17,136 W 3,948 w1 1800 w2 1494 w3 654 x1 4.63 x2 3.59 x3 . 2.63 UNITS # /ft3 ft ft ft ft ft ft ft . # /ft2 # / ft2 ft ft ft # - ft # - ft # - ft a # ft ft ft Location of resultant force Fo5rz "_zvIEIV 20/ JOB NAME JOB NO. DATE SHEET NO. 7 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 Total horizontal force . Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (12Z pcf) Weight of wall 1 Weight of footing N 3'z" • • 15-111 6 44 2'oc, l 4ee "o, SJ ao,c1 Gfz(oO 44 Jo" ' t� l Z �o,c, (&),4-t 4 color BY . 73‘1 7. ' ( • N-I / u Jl /D / - 3 r JAMIESON CONSU' Consulting Engineering & Project Muncgemen! 901 KIRKLAND AVE STE B -1 • KIRKI-AND WA 98033 (425) 803.2581 • FAX (425) 803.3259 CANTILEVERED RETAINING WALL W/ BASE SLAB and 50 psf vehicle surcharge INPUT NAME OUTPUT 35 EFP 12 a 0.83 w 0.83 t 3.33 toe 1.83 heel H Lf fs fs2 Lf /3 X 2Lf /3 FS Mot Mr Mu w1 w2 w3 x1 x2 x3 Asr ,0S At= 23, 5 ,d= e 4 =0,744 12.00 5.99 1,981 2,059 2.00 1.61 3.99 3,120 1.584 13,680 21,667 23,256 ' 4,966 2727 1494 746 5.08 3.75 3.00 JCS NAME JCS NO. ze lel UNITS COMMENT # / ft3 Equivalent fluid pressure ft Height of earth above base slab ft Wall thickness ft Footing thickness ft . Length of toe ft Length of heel ft Overall height of equivalent fluid ft Total footing width # / ft2 Soil bearing if X is in mid 1/3 # / ft2 Soil bearing if X is not in mid 1/3 ft ft Location of resultant force ft # Total horizontal force Net factor against overturning # - ft Overturning moment # - ft Resisting moment # - ft Ultimate moment for concrete design Total weight on footing # Soil weight on heel (120 •cf) # Weight of wall # Weight of footing ft ft ft g .6.3/ 1 L oF ' v ,v _ FWD 4@ /o'o, c g- CATS SHEET NO..13._ OF • NT5 t • 4-rop vs, : II r r 4 _(I S * lo'Ot Ci o i r lYo' fr 5 "ac, r " � t'b �C ?� g4 coAir J. BY • JC 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 JAMIESON CONS' TING Consulting Engineering & Project Management 7.33 50 0.67 0.67 0.67 2.50 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT EFP Cf a w4 w toe heel H Lf fs fs2 Lf /3 X . 2Lf /3 F Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 8.00 3.84 1,788 1,789 1.28 1.26 2.56 1,120 221 2.416 2,987 7,215 3,906 3,368 2199 733 386 2.59 1.00 1.92 1.00 1(10 VAT UD(N& th771W 57 -Vs /VVT OF P4s/VV UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft z ,)r 4ois ax 3,9K' d 4 " 4 0,34 ./'4e-ellorc, / �r 99 K/ =Sr75' JOB NAME JOB NO. DATE COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing / : -- N J 3 0 • (g)ol 4 Top 1(11(1 - • l I f ' t /L � I1 y s�� /1�/1 /1 /' d ¢G /0'or c, 'vr 4-L- e 'oz, 4 (5) aktir: SHEET NO. OF BY w' c6 D U 0 0) C LU L 3 w O g 5 ' u- '; 1-0 z 1- uJ U CO w w • i— U z : O + JC JAMIESON CONSL 'LNG Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803-3289 TC " 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 t toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 10.00 5.34 1,854 1,885 1.78 2.01 3.56 1,750 236 2.950 5,833 17,206 7,647 5,670 4038 917 664 3.50 1.33 2.67 1.33 ft ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft 765' ,t5= 0.474 FIND / , „ floe `'f vo i0, C, kl 3,17 K ' /—f 6,7s' 4J0 T 5L(D/NG FcormIG OPIFIA tea, NET ?Ass/VE. 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 0 R no • SHEET NO. OF (z� 447op 111 4kef a lo. c, I i a-a12- . L(- 5 t (»4co,r 3 , 8" (NT5 0 0 ' to 0 rn w w 0, g- . u- a, co d F w F- z t- AU LII. 0 I- ' w ' I U 0 ; _ U N; O JC JAMIESON CONSUL ANG 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 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 2590 7=9/ 44o Ol 045) /3 d=63 4s= 0,4/e 5 c 9'0. c, (P6o) PAJD ' , l "P2 4 4(75"`' f7= 775/ �D 4J SG /I/IG % Foon416 b pkils v z, 10" /fl-7_ i FA: 1/4. JOB NAME _ JOB NO. SY DATE OUTPUT UNITS COMMENT # / ft3 Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 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 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 �r Weight of footing 0 i( ���fff...��� q SHEET NO. OF *4 TOP • 4 NT5 • as ,. ..:,,, apt: aM�2�c:+ w'�:avCs)V�t.N:wa•,...........» z re U 00 N 0 to ui 0IL w O; g Q . a ; o w' z W, 2 0' U co 0 H- w —0 w z; U N O 2, . . 1 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 06/13/80 FILE: K: \ \KAA \ \99\ \99083 \ \9908323.WS Homeowner: Site: DUJARDIN PLAN #1872A Builder: x Analyst: MATT MERCER Jurisdiction: Utility: � VEO House Type: Single Famil 1872 ft2 Floor Area: Weather Data: Seattle, WA 0 010 Climate Zone: 1 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing @15% Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description Floor R19 vented Joist 16oc Glazing @120 * *vinyl clr /air Doors Wood 1 3/8 ", solid flush AG Wall R13 STD Lap Wood R19 STD Lap Wood Ceiling R30 blown Attic STD baffled Infiltration Standard Air Sealing • r • REFERENCE PROPOSED 429 410 Btu /hr -F 9.60 9.50 kWh /ft2 -yr Reference Value X U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Reference UA Value X Area = U -0.041 U -0.520 U -0.390 U -0.082 U -0.062 U -0.036 ACH -0.350 Proposed UA S.? 121001 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 HOUSE ID: 99083.23 Area = UA 879 36.0 280.8 182.5 56.0 21.8 2531 156.9 879 31.6 16867ft3( 108.0) 429.0 UA 879 36.0 221.0 114.9 56.0 21.8 2240 183.7 351 21.8 879 31.6 16867ft3 (108.0) 409.9 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K:\\KAA\\99\\99083\\9908323.WS HOUSE ID: 99083.23 Struc Mass Light Frame, Sheetrock walls HEATING/COOLING/VENTILATING SYSTEMS PROPOSED Hating System Type: Gas Furnace Make: DEFAULT System Efficiency: 78 % Mddified Efficiency: 62 % Design ACH: Design Load(at 44F dt): Duct Losses(% Dsn Load): Total Load: System Size(Output): Average Annual Heat: 88 MBtu Annual Cost: 493 Ventilation System: Integrated Spot & Whole House Cooling System: SEER: 0.0 0 Cooling Load(at 4F dt): Btu/hr System Size (%Over) : tons (@125%) Annual Cool Requirement: kWh/yr PROPOSED DUCT SYSTEM SUPPLY RETURN GLAZING ORIENTATION Solar Access: Partially Shaded South : 55.2ft2 Southeast : East ▪ 55.2 Northeast : Eff S Glz: 3.8% Vented crawlspace Attic or garage 0.60 26999 Btu/hr 6126 Btu/hr(23%) 33124 Btu/hr 49500 Btu/hr (150%) R- 8.0 R- 8.0 Location Avg Rvalue Surface Area 374.4 ft2 74.9 ft2 PROPOSED PROPOSED North : 55.2ft2 Northwest : West • 55.2 Southwest : 4 aiti ' AY ....48.,54.4.ViiidteLAUSA.‘Ahier 06/13/80 M- 3.000 1872 5616 Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 2 g Kapp ler Associatr 3 Architects JOB NAME: JOB NUMBER Dujardin Development Fosterview Estates Plan 1843A 99083.23 DATE: 5/22/00 BY: SRU WINDOW TOTALS ROOM NAME WIDTH (IN FEET) HEIGHT AREA QUANTITY TOTAL AREA TOTALS SQUARE FEET) (H OW MANY) I (IN SQUARE FEET) I (IN SQUARE FEET) FEET) J (IN SQ EET) Office 2.50 LOWER .PLOD 3.00 7.50 1.00 7.50 TOTAL_ LOWER MAIN KITCHEN NOOK FAMILY STAIR DINING LIVING ENTRY TOTAL UPPER JPPEF MASTER BEDROOM MASTER BATHROOM BEDROOM #2 BEDROOM #3 BATH TOTAL UPPER TOTAL GLAZING SQ. FT. TOTAL HOUSE SQ. FT. Glazing % 4.00 5.00 7.00 3.00 6.00 6.00 1.00 5.00 2.00 5.00 5.00 2.00 4.00 6.83 4.50 3.00 5.00 5.00 5.50 16.00 34.17 31.50 9.00 30.00 30.00 5.50 4.00 4.00 4.00 4.00 4.00 20.00 8.00 20.00 20.00 8.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 16.00 34.17 31.50 9.00 30.00 30.00 5.50 40.00 8.00 20.00 20.00 8.00 7.50 156.17 96.00 M 259.665 1,849.00 14.0% 8/21/00 9908323 - Glazing.xls Kappler Architects P.S. VER9'ON 97.9 INCLUDES 3 STORY Lateral Analysis for: Dujardin Plan #1843_B City of Tukwilla LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PARAMETERS SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR SF, PLATE HT. MAIN FLOOR SF, PLATE HT. LOWER FLOOR SF, PLATE HT. OTHER SF, LONG / SHORT WALL WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION Job No. 99083 -23 Date 2/29/00 SPM ks 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 Main Floor +1 /2 Lower Floor) OTHER (Roof+ 1/2 Floor) KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls Long Wall f +3 1 k ' a", l 0 A sv 22001 0 "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF (for rho factor) FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default 8/21/00 PAGE 1 b )Oo - 304 WALL HEIGHT Ce Cq qs Iw 145 0.00 0 -15' P= 0.62 1.3 16.40 1 13.22 PSF 20' P= 0.67 1.3 16.40 1 14.28 PSF 25' P= 0.72 1.3 16.40 1 15.35 PSF 30' P= 0.76 1.3 16.40 1 16.20 PSF 16.20 208 15.35 138 13.22 145 0.00 0 • REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability /Redundancy Factor: P = 2 - ( 20 / ( r max ((sq. root of As))) VALUE USED where: As Ground floor area of structure As r max = Max element - story shear ratio square root r max = r i / story shear r I = element story shear x 10 / Iw element shear Iw (LENGTH) P= WIND PER SECTION 1618 qs = Iw = VALUE USED Ce = Cq = qs = Iw = r max = I -9.49 I DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor ri= therefore use DESIGN CRITERIA FOR WIND ANALYSIS Wind Stagnation Pressure Importance Factor 0.62 1.30 16.40 1 WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) 1; ,4 252; i - p514h' r i story shear 504 1 10685 I 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 1361 37 504 0.05 WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 12.8 (P) Upper Floor (Main walls) 9.0 (P) Main Floor (Lower walls) 11.0 #NIA 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xis PSF PLF SF # FT # FT # FT # FT 8/21/00 PAGE 2 (P) Roof (Upper walls) 12 854 SF 10248 ADDITIONAL LOAD 0 854 SF 0 S / S EX. WALLS 10 64 8 5120 F / B EX. WALLS 10 56 8 4480 INTER. WALLS 8 60 8 3840 Roof (Upper walls) 23688 30 710640 710640 0.4503 4811 Upper Floor (Main walls) 26400 44PPLE0 1TFnT 1365040 0.3513 3754 Main Floor (Lower walls) 26092.5 12 RFI 1M1 WA 1578150 0.1984 2120 (P) Upper Floor (Main walls) 15 864 SF 12960 S / S EX. WALLS 10 64 8 5120 F / B EX. WALLS 10 56 8 4480 INTER. WALLS 8 60 8 3840 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 26400 (P) Main Floor (Lower walls) 15 791 SF 5932.5 S S EX. WALLS 10 64 12 7680 F / B EX. WALLS 10 56 12 6720 INTER. WALLS 8 60 12 5760 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 26092.5 #N /A 12 0 SF 0 ADDITIONAL LOAD 0 0 SF 0 S / S EX. WALLS 10 0 10 0 F / B EX. WALLS 10 0 10 0 #N /A 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 161)Q. 16N BASE SHEAR :Vb= (3.OxCa /R)W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load DEAD LOADS STORY SHEAR VALUE USED Z= R= Ca = Rw= Rw= BUILDING LOADING 0.3 5.5 0.36 8 6 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W Wi 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL SHORT WAL WEIGHT TOTAL WEIGHT W= 23688 # 76180.5 TOTAL FLOOR F9Ic1;41 %320 1975680 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheet1.xls *load reduced by half due to plan configuration of front wall being concrete Not included in total BASE SHEAR: Vb= 0.1964 76180.5 14959 WORKING STRESS WOOD DESIGN 1.4 I 10685 # Wihi / sum hi (Plate Ht.) Wi x hi sum Hi x hi Wihi Vi 10685 # /21/00 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A 10.5 16.5 1111_1 140 109 132 0 M= T =C= 1.33 # FT #FT # FT # FT Shear Walla UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 208 # FT © 346 # FT © 492 # FT 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING SEISMIC FORCE 3 mtLi4, 18957335.76 677047.7056 ALOW.Ft= 525 1.33 698.2510K 143.64 # /NAIL 4713.50 NAILS 731.501 1050.71 828621.396 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls 10685 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A #FT # /BOLT 2:421 FT O.C. # /BOLT '342 FT O.C. Not included in total 140 109 132 0 208 138 145 0 # FT # FT # FT # FT # FT # FT # FT # FT 8/21/00 PAGE 4 V W h Wh F Roof (Upper walls) 10685 23688 12.83366667 304003.896 3920 Upper Floor (Main walls) 10685 26400 9 237600 3064 Main Floor (Lower walls) 10685 26092.5 11 287018 3701 #N /A 10685 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A 10.5 16.5 1111_1 140 109 132 0 M= T =C= 1.33 # FT #FT # FT # FT Shear Walla UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 208 # FT © 346 # FT © 492 # FT 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING SEISMIC FORCE 3 mtLi4, 18957335.76 677047.7056 ALOW.Ft= 525 1.33 698.2510K 143.64 # /NAIL 4713.50 NAILS 731.501 1050.71 828621.396 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls 10685 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A #FT # /BOLT 2:421 FT O.C. # /BOLT '342 FT O.C. Not included in total 140 109 132 0 208 138 145 0 # FT # FT # FT # FT # FT # FT # FT # FT 8/21/00 PAGE 4 .,.,.. ".... 3.5 3.5 3.5 2.25 130 gataP tA Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 3653.33 3653.33 3653.33 2348.57 MIN PLATE NAILING 13 INC O.C. 280 280 280 180 170 170 1440 900 525.00 525.00 2006.67 810.00 893.81 893.81 470.48 683.81 CS16 -30 CS16.30 NA I NA ,.,...La-..., _ _ b ,.,�.��..,.. 3 5.5 11:5 0 83 It P1M6 I Mo= 1996.29 3659.86 7652.43 0.00 Wall(DL) 240 440 920 0 Roof (DL) 990 1710 2340 720 Mr= 1230.00 3941.67 12496.67 0.00 T =C 255.43 -51.24 -421.24 #DIV /01 MIN PLATE NAILING REQUIRED NA NA NA #DIV /0I 21 INC O.C. - #N /A 0 0 :. :; 0 . 0 #NIA ;;, , #Nl Mo= #N /A #N /A #N /A #N /A Wall(DL) 0 0 0 0 Roof (DL) 0 0 0 0 Mr- 0.00 0.00 0.00 0.00 T =C #N /A #N /A #N /A #N /A MIN PLATE NAILING REQUIRED #N /A #N /A #N /A #N /A #N /A INC O.C. SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 Z O LL 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 2 UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 w 208 208 2 REACTION HOLDDOWN 208 2 /3DL REACTION HOLDDOWN 208 Co 2/3DL z REACTION HOLDDOWN WALL SEGMENTS C d d Pi- SHEAR V WALL TYPE a a C KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls d d 8/21/00 PAGE 5 H : ; • W0 2 _ a I- Ilk Z I- O' z I W 11J c O = O,. . 0 co O F " Z, - #N /A 0 0 :. :; 0 . 0 #NIA ;;, , #Nl Mo= #N /A #N /A #N /A #N /A Wall(DL) 0 0 0 0 Roof (DL) 0 0 0 0 Mr- 0.00 0.00 0.00 0.00 T =C #N /A #N /A #N /A #N /A MIN PLATE NAILING REQUIRED #N /A #N /A #N /A #N /A #N /A INC O.C. SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 Z O LL 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 2 UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 w 208 208 2 REACTION HOLDDOWN 208 2 /3DL REACTION HOLDDOWN 208 Co 2/3DL z REACTION HOLDDOWN WALL SEGMENTS C d d Pi- SHEAR V WALL TYPE a a C KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls d d 8/21/00 PAGE 5 H : ; • W0 2 _ a I- Ilk Z I- O' z I W 11J c O = O,. . 0 co O F " Z, SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 Z O LL 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 2 UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 w 208 208 2 REACTION HOLDDOWN 208 2 /3DL REACTION HOLDDOWN 208 Co 2/3DL z REACTION HOLDDOWN WALL SEGMENTS C d d Pi- SHEAR V WALL TYPE a a C KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls d d 8/21/00 PAGE 5 H : ; • W0 2 _ a I- Ilk Z I- O' z I W 11J c O = O,. . 0 co O F " Z, 16 28 0 0 0 119l)jP, „,i=6' Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 26617.15 0.00 0.00 0.00 MIN PLATE NAILING 15 INC O.C. 2240 0 0 0 720 0 0 0 27626.67 0.00 0.00 0.00 -36.05 #DIV /0! #DIV /01 #DIV /01 NA #DIV /01 #DIV /Ol #DIV /01 I.: 16 27 0 0 0 1231wmuene -) Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 26617.15 0.00 0.00 0.00 MIN PLATE NAILING 14 INC O.C. 2160 0 0 0 720 0 0 0 25920.00 0.00 0.00 0.00 25.82 #DIV /01 #DIV /01 #DIV /01 NA #DIV /01 #DIV /01 #DIV /01 ;: #N /A 0 0.: 0 0 #N /A If laii#NIA Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A 0 0 0 0 #N /A N /A ;.I Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A FRONT TO BACK UPPER FLOOR - Load Ht. 8 UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 208 C7 ` a 2 /3DL REACTION HOLDDOWN 208 2 /3DL REACTION HOLDDOWN 208 2 /3DL REACTION HOLDDOWN 208 w co 2/3DL O Z REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b C b b b C C C KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls d d SHEAR V WALL TYPE d d 8/21/00 PAGE 6 IY QQ 2 V O co CO J W O,, u. J N om ' H W Z t..! I_0 Z W W W • 11 O F Z 8 4 3 5 3.5 1790//48 I Mo= 5716.23 4287.18 7145.29 5001.70 LRP AT GARAGE WING Wall(DL) 640 480 800 560 WALLS - MEETS Floor,Roof(DL 1260 1260 1608 975 APA TEST LOADS Mr= 2533.33 1740.00 4013.33 1790.83 MIN PLATE NAILING T =C 795.73 849.06 626.39 917.39 10 INC O.C. REQUIRED NA CS16 -30 NA CS16 -30 12 12 9 3 0 1731 R1=6 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 16612.80 12459.60 4153.20 0.00 MIN PLATE NAILING 10 INC O.C. 1920 1440 480 0 1080 2340 1200 0 12000.00 11340.00 1680.00 0.00 384.40 124.40 824.40 #DIV /01 NA NA CS16 -30 #DIV /01 #N /A 0 3.5 3 1791 111;6=2111 Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 5716.23 7145.29 5001.70 4287.18 MIN PLATE NAILING 10 INC O.C. 640 800 560 480 1260 1980 1920 1200 2533.33 4633.33 2893.33 1680.00 795.73 502.39 602.39 869.06 STHD 14 NA _ STHD 14 STHD 14 #N /A 0 0 0 0 #N /A #N/A1181 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A RIGHT TO LEFT MAIN FLOOR Load Ht. 8 0 u 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 0 MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 346 346 2 /3DL REACTION HOLDDOWN 346 2 /3DL REACTION HOLDDOWN 346 0 w 2 /3DL 0 Z REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 8/21/00 PAGE 7 W J V! o 0 '. fn o. co w W } 0; g J. u_ a. CO uJ ' Z F-0 Z H; uji 0 0 N ? . .0 1- S V ,:. 1- - 0 V 0 0 ' Z 16 12 5 5 0 2521 P.,1414611 Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 24164.08 10068.37 10068.37 0.00 MIN PLATE NAILING 7 INC O.C. 960 400 400 0 1056 168 168 0 8064.00 946.67 946.67 0.00 1341.67 1824.34 1824.34 #DIV /0l STHD 14 STHD 14 STHD 14 #DIV /0! 16 27 0 0 0 2051 ea* Mo= Wall(DL) Floor,Roof(DL Mr— T =C REQUIRED 44300.81 0.00 0.00 0.00 MIN PLATE NAILING 8 INC O.C. 4320 0 0 0 0 0 0 0 38880.00 0.00 0.00 0.00 200.77 #DIV /0! #DIV /0! #DIV /0l NA #DIV /0! #DIV /0! #DIV /01 #N /A 0 0 0 0 #N /A #N/AMI Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #NIA #N /A #NIA MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A _ #N /A #N /A #N /A #N /A 0 0 0 0 #N /A (,,, s SN/AIIINti Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #NIA #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A FRONT TO BACK MAIN FLOOR Load Ht. 8 x C7 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 346 346 2/3DL REACTION HOLDDOWN 346 2 /3DL REACTION HOLDDOWN 346 w 2/3DL O REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheet) .xls d d d d SHEAR V WALL TYPE 8/21/00 PAGE 8 W ' U , c0 0 to 0 0 W L. II.. Li' 0 LLQ co d ' = W : Z 0 U 0'- 0 • W IJJ'; H U,' O ; LLI H = z 8 4.5 1.75 1.75 0 492INRONCONCI Mo= 24329.37 9461.42 9461.42 0.00 MIN PLATE NAILING 6 INC O.C. WaII(DL) 990 385 385 0 0 Floor,Roof(DL 1430 1430 3048 0 0.00 Mr= 3630.00 1058.75 2002.58 0.00 MIN PLATE NAILING T =C 4599.86 4801.53 4262.19 #DIV /01 4 INC O.C. REQUIRED ON CONC ON CONC ON CONC #DIV /01 #N /A 12 8 4 8 0 2951 RV I Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 25951.33 12975.67 25951.33 0.00 MIN PLATE NAILING 6 INC O.C. 1760 880 1760 0 0 0 0 0 4693.33 1173.33 4693.33 0.00 2657.25 2950.58 2657.25 #DIV /0l HTT22 HTT22 HTT22 #DIV /0! #N /A , . 0- 0 0 0 0 0 0 #NIA 1 ; ±= OVAL' %I Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A 0 BELOW GRADE MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0 0 0.00 0 0.00 0.00 #N /A 0.00 0.00 #N /A 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 #N /A #N/Atnel Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A _ #N /A #N /A #N /A RIGHT TO LEFT LOWER FLOOR Load Ht. 11 O u 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 2 a: 492 492 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 492 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 492 w co 2 /3DL 0 Z REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b c SITS ON CONCRETE STEM WALL TRIB.LENGT a b c b c d d d SHEAR V WALL TYPE TRIB.LENGT a b c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls d 8/21/00 PAGE 9 w • 00 U) 0 CO w; w 00 to D' = d ' w , Z , 1- 0 ': Z H; w w; 0 �I CI 0 H; = V = 0, Ili 0 N , Z #N /A : 0 p 0 0 '; 0 #N /A 0 #N /A i N /A ' , ::.?s Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #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 #N /A 0 #N /A 0 #N /A 0 #N /A 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A :' 0 0 0 0 #N /A 4 N/A Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A FRONT TO BACK LOWER FLOOR TRIB.LENGT Load 492 Ht. 11 Mo= Wall(DL) 0 Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR Load 492 Ht. 11 Mo= Wall(DL) Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR Load Ht. 11 w 2 /3DL z REACTION HOLDDOWN LOWER FLOOR Load 492 Ht. 11 w cn 2/3DL 0 REACTION HOLDDOWN 492 a WALL SEGMENTS b c PORTION RESTS ON CONC. WALL TRIB.LENGT a b c d d SHEAR V WALL TYPE 16 28 86504.43 3080 1776 45322.67 1470.78 STHD 14 0 0.00 0 0 0.00 # DIV /01 #DIV /0! 0 0.00 0 0 0.00 #DIV /0! #DIV / 0.00 0 0 0.00 #DIV /0! #DIV /01 281 MIN PLATE NAILING 6 INC O.C. 16 27 86504.43 5940 0 53460.00 1223.87 STHD 14 0.00 0 0 0.00 #DIV /0! #DIV /0I 0.00 0 0 0.00 #DIV /01 #DIV /0! 0.00 0 0 0.00 #DIV /01 #DIV /0! 291 R1 'I PORTION RESTS ON CONC. WALL B.LENGT a b c LENGT a b c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls d d MIN PLATE NAILING 6 INC O.C. • 8/21/00 PAGE 10 � W! QQ � • WD. 00 . N LU J u.l 0 } co D = 0 1- W . Z 0 Z I- U v i I-? u j =V, LL ~' O L J U - H = 0 1— Z . ACTIVITY NUMBER: D2000 -304 DATE: 11 -30 -2000 PROJECT NAME: FOSTERVIEW ESTATES - LOT 27 SITE ADDRESS: 13715 43 PL S SUITE NO: Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division n Public Works ig] iR AIX> q-0-0( DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved CORRECTION DETERMINATION: Approved rRNOm1AOC srr� PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention n Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Approved with Conditions REVIEWER'S INITIALS: REVIEWER'S INITIALS: PIa , ni g Division (2-5-0 Permit Coordinator No further Review Required DUE DATE: 1 2- 05-2000 Not Applicable n Li DATE: DUE DATE 1- 2-2000 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: J U! U O � w W =? - J w 0; J = w Z mo z -;. U w z U o. H H O z ACTIVITY`. NUMBER: D2000 -304 DATE: 9 -8 -2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 27 SITE, ADDRESS: 13715 43r PL S XX Original Plan Submittal Response to Incomplete Letter #_ Response to Correction Letter # Revision # _ After Permit Is Issued DEPARTMENTS: Building Divisio AwG '14 - ° Public Wqrks i t: Ai itn,J 1b- -00 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: PLAN REVIEW / SLIP Approved with Conditions CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Approved with Conditions Fire Prevention � ill � JO 'W o Structural Incomplete n Not Applicable REVIEWER'S INITIALS: :q�5e!h fncrYxAtera WITA OMM �.11"ST. moat:. tfSrcl�. axna�m ,•r.;+.vs^ne¢�n:acrta- � mss; Planning Division da4414 4 1"( 1 " °11 Permit Coordinator ip DUE DATE: 9 -12 -2000 No further Review Required U DATE: DUE DATE: 10-10 -2000 DUE DATE Not Approved (attach comments) DATE: Not Approved (attach comments) 1 9 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. N W 0 Q = c0 D = —W o` NOV 3 0 2.000 z o ` III la 0 0 == w V H F . L O Contact Person: John Kappler Phone Number: 6 l � (- 53'7.) Z c o _ , b z l - t Date: I 1' 24 ' C° Plan Check/Permit Number: D2000-304 Response to Incomplete Letter # ® Response to Correction Letter # 1 Revision if after Permit is Issued City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431-3670 Project Name: FOSTERVIEW ESTATES — LOT 27 Project Address: 13715 — 43 Place S CULT F \LL. Qt�t�FYVlt� i.} Nt> C-1 -k T7) ` We PuA t.E I NTt2 -IN-)0 0 2_, E1 'P 1 .Lo -Mc? 6)EtN QE1Jlc7OD RECEIVED CITY OF TUKWtI A PERMIT CENTER Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Er Entered in Sierra on "30 10/16/00 Fire Department Review Control #D2000 -304 (510) City of Tukwila Re: Fosterview Estates — lot 27 —13715 43 Place South Dear Sir: September 14, 2000 The attached set of building plans has been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: Steven M. Mullet, Mayor Fire Department Thomas R Keefe, Fire Chief 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 U O' U U' co J w 0 3 u. = a w z z r U en o ff: w W; O : w c o o Page number 2 City of Tukwila Fire Department Thomas P. Keefe, Fire Chief 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 its purpose. (NEC 110- 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 9 w 0 J co • z'. o w 3 o ON , 0I-. • w w = V . H LL 1- 1 Ii Z ', V • r- 0 t- Re lential Sewer Use Certific' ion 1® (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) t i Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities alter February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by slate law to $10.50 per month per residential customer or residential customer equivalent for a period of lifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name `it .r . �. (Last, First, Middle Initial) Property Tax LD. Number 'L lc ` ,' CC — (Y 2 r l 0 Property Legal Address: Subdivision Name F t,' fi- v t',� ` � Subdiv. # Lot # Block # Building Name (il applicable) Property •f Street Address 1 :1 I 5 1 'I 2 )( 61 I City, State, Zip Owner's Mailing Address • (If different from above) r Owner's Phone Number (—I ?' :) Property Contact Phone Number (. i - = ; . u Party to be Billed (it different from owner) Party's Mailing Address (it different from above) City or Sewer District \/ (1\ Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ Yes ❑ No Demolition Permit # 'A • Please check appropriate box: WI Single - family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = Residential Customer Equivalent (RCE) 1.0 2ocv-3o'1 3.2 1.6 2.4 RECEIVED CITY OF TUKWILA SEP 0 8 2000 For condominiums, please fill out Supplemental Form A in addition to this form. PERMIT CENTER I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative of r`5 p,t ,,.�� ( / L Date ' z o -00 Print Name of Owner /Representative ) C.rV U 1 \ 1057 (Rev. 2/00) White — King Count Yellow — Local Sewer Agency Pink — Sewer Customer n� itl;�(. 91Q' �' R' M1N. n?! �7 }�.,'.'rA77 ^,FHM!!iM:".'.+� f4' ms. 1 �. P �W. F�'".^' A; atmf, T'! q" it! NNY: + RTgN�+ JPj, 4 ' 4X�� 'xYkrtnrtr!*.k'tM'i +h:A.v.�Nd4 HM+ rIC/ PSL .vF•.4?"a7".f`14fiA'7�NMP:'.i1 F :.Y?C4l` /i".FdffP(.1...-+,� re 00 to 0' w= J H N Il w 0 g a rn� v I— _ Z � H 0 Z H: ui U� 0 ( - 2 , 1 — tl Z U N`. H 0 Z - • - • . • : e comp e e.. y app 'cant) Site Address (Attach map and Legal Description showing t o • Yon and size of main): 127-/L5 41 , 1( P /ace_, 16.6 # mow rhtormation:1` ,,,, F . 3 t ;t'f $ : e ? ,f iAg c ntC1tt i CfonM'N -t` si cg7 tyyfyy7 t it w Cl Name: OU : ' CkA r1\ * Name: Ka I&•' K+'Y uhi -Fee -t... Address: Address: Phone: 4as - 334 • Go l $ Phone: 435 — (a 4 1 — ,,..3 This certificate is for the purposes of: fg Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial/Industrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and meter size(s): 5 /3 )( 3Iy, II 0 _ (. t Vehicular distance from nearest hydrant to the closest point of structure ft. t�, Area is served by (Water utility district): V CJ x UJ�' � 1 s-" rl 1`go . has Owner /Agent Signature: n (�� Date: CITY OF , JJKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H-ha Certificate of Water Availability PROJECT #: �p6{eX l/ietA) Required only if outside City of Tukwila water utility district) PART B: (To be completed by water utility district) The proposed project is located within Mitt D1 (City/County) The improvements required to upgrade the water system to bring it • to ompliance 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 avail le at the site with a flow of gpm at 20 psi residual for a duration of 2 hours at a velocity of td fps as documented by the attached calculations. I hereby certify that the above information is true and correct. V it .con aapia-Lta-c1814 Agency /Phone B /2ZJ�b Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. RECEIVED Minimum water system improvements: (At least equal to 82 above) (Use separate sheet if more room is needed) Gn Y OF TUKWILA SEP0 82000 PERMIT CENTER Agency /Phone DOOo-3oq Date _ :K`��rrgyflnl'S' KsK:[.q ?;4i*'�!'xY'9cF1 z w tY 00 W • W H V) Lt. w 2 �j I" a w z � ►- O z �- U • w o ff W w . 2 0 w z 0 = O z Part A: (To Be Completed by Applicant) Purpose of Certificate: la Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: fle Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: t.-ictle r t.e.Ar_ IPm^il -.4 eelt-s Phone: t.12 I -, 3Zh . Property Address or Approximate Location: Legal Description(Attach Map and Legal Description if necessary): Fp5•{ -42.V / ESio eg L-0+ 21 - TM( `C.) 1 Z1a12OC, -027 0 Part B: (To Be Completed by Sewer Agency) 1. II a. Sewer Service will be provided by side sewer connection only to an existing lv" size sewer 1$ feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. iir 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: $`6SV•OO 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: "WORKING TOWARD d BETTEk ENVIRONASENii l� FEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY ta Certificate of Sewer Availability I hereby rtify that thebove sewer agency information is true. This certification shall be valid for one year from .' ate re. RECEIVED 9 bL /0 G CITY OF TUKWILA Date SEP 0 A 7' Title Tr) 39,A1 14818 MIIIt& Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (208) 242 -3238 Fax: (208) 242 -1527 OR ❑ Certificate of Sewer Non - Availability r.� ?. F^ v . PERMIT OENTw; v ,:.. f SiiN_'SFA/!°�5"?MY4�.>♦�3': 1R1A9!f: Dear Nora, Enclosure. )11,V,R. ARCHITECT ps 9 April 16, 2002 City of Tukwila Attn: Nora Gierloff 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Earthwork Observation Final Report. Fosterview Estates, Lots 27, 28, 29, 30, and 31 Our office recently received the Final Report from Terra Associates, regarding Earthwork Observation and Testing, for lots 27, 28, 29, 30, and 31 at Fosterview Estates. Please note that construction was completed to their satisfaction. Should you have any questions or comments, please do not hesitate to call. Sincerely, Aaron Swain, Office Administrator Kappler Architects, P.S. y o u r c o ;1i i ft t o ( i o n i c f l i n g r e s o u r c e RECEIVED APR 1 7 2002 COMMUNITY 14311 SE i6r(t Street. 2ieffevue, Wgt 98007 1.800.888.4517. (425)641.5320 . fax: (425)641.5318 C0402_19 Final Geotech Report, Lots 27 - 31, Fosterview ( 9fpferllottlepfatts.cotn TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences 12525 Willows Road, Suite 101, Kirkland, Washington 98034 0,0,45,� (425) 821 -4334 • trraterr eOa- associates.com f X , Fax A NM�4 FV F�YNRFYMbWttYMINLL. MthYV1KN lW��. CITY OF TUKWILA APR 2 i f 2002 PERMIT CENTER (� - zoex) . 3 0 q Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 27 Tukwila, Washington • Structural fill placement and compaction • Foundation subgrades • Garage floor subgrades • Pavement/driveway subgrades RECEIVED APR 12 2002 Reference: Plan Review,Posterview.Estates, Lot;27,Terra Associates, Inc., dated June 16, 2000 April 11, 2002 Project No. T- 1515 -2 Dear Mr. Fowler: As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 27 of Fosterview Estates in Tukwila. The purpose of our work was to verify that the geotechnical engineering aspects of the project were completed in accordance with recommendations outlined in the referenced plan review letter and Kappler Architects' construction drawings. Our services on the project consisted of observation and testing of the following elements: Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 27 has been performed in general accordance with project specifications and recommendations provided in the referenced plan review letter. Foundation subgrades observed by our firm will provide satisfactory support for footings using a bearing capacity of 2,000 pounds per square foot (psf). We have enclosed a copy of our field memo delineating the foundation subgrade conditions noted during our examination. Ui 00, cow; N LL O LL Q w O z ON i . =. 04 z O F'`: Mr. Bill Fowler April 11,'2002 This work was performed, and this letter prepared, specifically for the use of Dujardin Development Company and their authorized representatives. We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. 44 i Anil 't�,' ES i�uR� Princip Dpi /AR •ae E%FIRES Encl: Footing Excavation Examination Report Mr. John Kappler, Kappler Architects OZ- Project No. T- 1515 -2 Page No. 2 U CO G CO al I 9 Ir. ui <.. I z w 'm o ip = w u t Z U) 0 Z 2 coo ivy TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 27 Tukwila, Washington Reference: Plan Review, Fosterview Estates, Lot 27, Terra Associates, Inc., dated June 16, 2000 Dear Mr. Fowler: Our services on the project consisted of observation and testing of the following elements: • Structural fill placement and compaction • Foundation subgrades • Garage floor subgrades • Pavement/driveway subgrades April 11, 2002 Project No. T- 1515 -2 As requested, we provided intermittent earthwork . observation and testing services during grading and construction of foundations for Lot 27. of Fosterview Estates in Tukwila. The purpose of our work was to verify that the geotechnical engineering aspects of the project were completed in accordance with recommendations outlined in the referenced plan review letter and Kappler Architects' construction drawings. Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 27 has been performed in general accordance with project specifications and recommendations provided in the referenced plan review letter. Foundation subgrades observed by our firm will provide satisfactory support for footings using a bearing capacity of 2,000 pounds per square foot (psf). We have enclosed a copy of our field memo delineating the foundation subgrade conditions noted during our examination. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra ©terra- associates.com z w U ' c.) 0 ca UJ w0 N d = w . I_ z � O j z M U Cl 0 — , i �w w' I— F . U. Z c 0 z Sincerely. yours, TERRA ASSOCIATES, INC. Mr. Bill Fowler April 11, 2002 1 This work was performed, and this letter prepared, specifically for the use of Dujardin Development Company and their authorized representatives. We trust the information presented is . sufficient for your current needs. If you have any questions or require additional information, please call. __Ir:c -. . 127 Erick , ` Footing Excavation Examination Report Mr. John Kappler, Kappler Architects. 44 07_ Project No. T- 1515 -2 Page No. 2 UJ 00 co 0 N w 0 i, u- < N d ' tu 0 Z F- w w 0 Hi ww H, Vf u. W Z U Ns O 1— DOCUMENT TITLE(S) (or transactions contained therein) 4 9 1.-7) - _ L SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: // " N/A tO • 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 rrit iw;,t)RANCE CO hiPAPP! has placed the document of record ,Is a customer courtesy DUJARDIN DEVELOPMENT COMPANY and acci+pts no liabtty for Iho do ut igh t validity of • Additional names on page of document LEGAL DESCRIPTION (abbreviated i e , lot, block, plat or section, township, range) Portions of Government Lots 2 and 3, Section 15, Township 23 North, Range 4 East, W M , Portion of Tract 67, Riverside Interurban Tracts, Vol 10 of Plats, Page 74, and Portion of Tract 19, Fostona Garden Tracts, Vol 9 of Plats, Page 95, in King County, Washington, also known as The Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065 • Additional legal is on page of document ASSESSOR'S PROPERTY TAX PARCEL/ACCOUNT NUMBER 43231349N3r1 *49V18:anisX313 See Attached • Assessor Tax # not yet assigned CC1 CI a M RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 WASHINGTON STATE RECORDER'S Cover Sheet (RCw 65 04) Y 1WP DUTARDINWOSTER2NDAMEN D r.NO.DOC II III „Ill I I u I II II 1 I II , I I I I I l 11 II II II I II II 11 1111 I I I III III I I I I I II II I I I III II II I I II II I II I it I II II I II II �I II' , II II I II• II I II II P1 j III III I Ili 11 I III l lu III I I I I I II I 'p j, II I �II Id II It It IIII I II z � C4 2 00 (0 0 w 1— U) w O —J u_ CO D = w F. FO Z H U t] O - O H w ui I— U _' O ' i z N Z SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES, 6 A PLANNED RESIDENTIAL DEVELOPMENT en a W = J F. w ° This Second Amendment to Declaration of Protective Covenants, Restrictions, g 3` Easements and Agreements for Fosterview Estates, a Planned Residential Development (the � ! u "Second Amendment") is made this 3 day of mpa , 2002 by Dujardin v Development Company, a Washmgton corporation ( "Declarant ") Z CHICAGO TITLE INSURANCE COMPANY Z has placed the document of L t. ° record as a customer courtesy Z and accepts no liability for w W RECITALS AND DECLARATION Iho ac6uraCy br validity of 0 ' !h9 dddllftiPfit 0 A Declarant is the developer of the real property and improvements thereon legally o described in Exhibit A (the "Property"), Fosterview "), commonly known as the Plat of Fostery Estates The W w °" Property is comprised of all the real property shown on maps recorded with the King County I- under Recording No 20000505000735, Volume 194, Pages 062 -065 - o �- w B 0 112 Declarant previously recorded that certain Declaration of Protective Covenants, • Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential z ~' 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 \WI*DU1ARDDAFOSTER2NDAMEN D JMOAOC 2 After termination of the Development Period, the Association shall operate and maintain the Common Areas as required or advisable The responsibilities of the Association shall include, but are not limited to, the following and 5.1. Association Responsibilities 5 1 1 The cleaning and maintenance of the water courses on Tracts A and B; 5.12 The maintenance, repair and replacement of the fences around and across Tracts A and B, and 5 1 3 The maintenance, repair and replacement of the french drains in the Common Areas as shown on the Plat Map, and 5 14 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along the north boundanes of Lots 1 and 2, and 5 1 5 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along south boundary of Tract B and South 137 Street, and o; 5 1 6. The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along north boundary of Lots 13 and 14 and the o 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. Chi The Association may provide such additional common maintenance that it determines to be m the best interest of the Owners 2. Maintenance Responsibilities - Retaining Walls. A new subsection 5 2 5 is added to Section 5 2 of the Declaration as follows 5.2.5. Retaining Walls. The Owners of any lot on which all or part of a retaining wall is located (except those walls specifically referenced in Sections 5 1 5, 5 16 and 5 1.7 above) shall be responsible for the maintenance, repair and replacement of any portion of a retaining wall (and its associated drainage improvements) which is located on their lot (collectively "Wall Maintenance ") In the event a retaining wall is located along a common property line between adjacent lots, the down slope lot Owner shall be solely responsible for Wall Maintenance of said wall The Owner responsible for Wall Maintenance under the provisions of this paragraph (the "Responsible Owner") is hereby granted an easement over and across the adjacent lot to perform such activities as are reasonably necessary for required Wall Y \wPDWARDIIN'0°TER2NDAb4:N D AIO DOC 3 w 00 rn 0 Lux J � w 0 ga = d ' w : z � Z o . o - : w ju - 0 w z 0 I- z Maintenance, provided the Responsible Owner shall fully restore to substantially its original condition any area of the adjacent lot (including, without limitation, any improvements or landscaping) as is disturbed or damaged through the exercise of rights under this easement 3. Ratification. Except as expressly amended by this Second Amendment, all of the terms, covenants, conditions and easements set forth in the Declaration as previously amended by the First Amendment shall continue in full force and effect and are hereby ratified by the Declarant DECLARANT: (Printed Name) Its Ai j'' % STATE OF WASHINGTON ) COUNTY OF KING ) YIWPOLUARDINtFOSTEILINDAMEN nJMQDOC ss. On this day personally appeared before me oQuvo WAeule , to me known to be the I� t2ES %0S KC 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 yy, GIVEN under my hand and official seal this 13 day of m AteGt4 , 2002 4 CI IICAGO TITLE INSURANCE COMPANY has placed t e document of record as a customer courtesy and accepts no habIhty for the accuracy Or validity of the document. . ture) �i+n� �>1�TN )4ialsoi (Print Name) Notary Public in and for the State of Washington, residing at Sre- ArTtL.0 My commission expires 3 -1 S -0 3 z re 2 .J U U O co o v)w w w 0 g J' I— w ;. z �; V u) =0 IA-- 0 w zs F= ' z Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065, records of Kuig County, Washington. G Li.sS�,:uw:i.lwLei;:�:i.k_ ✓,ta Jnfftri:�b�K; ktiVaArt Y V VPIDUJARDINWOSTER2NDAMEN D MO DOC EXHIBIT A LEGAL DESCRIPTION 5 CHICACO TITLE INSURANCE COMPANY has placed the document of record ds a customer courtesy and accepts no tabihty fot the accuracy or validity of the document. oo Cot CO IL i L ( S a' Z Ili Z H0 Z 3 6, , o �'� w W 1-- V LL 0 UCO' 0 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 the he eINSURANCE COMPANY hasp : record as o cusiomei courtesy and accepts no liability for tho accuracy or vakdity Al 1110 docutnacl, '261200 - 261200- 261200- 261200- 261200- 261200 - 261200- 261200- 261200- 261200- 261200- 261200- 261200 - 261200- 261200.- 261200 - 261200 261200 - 261200- 261200- 0210. - 02 0220 - 00 0230 - 08 0240 - 06 0250 - 03 0260 - 01 0270 - 09 0280 - 07 0290 - 05 0300 - 03 0310 - 01 0320 - 04 0330 - 07 0340 - 05 0350 - 02 0360 - 00 0370 - 08 0380 - 06 0390 - 04 0400 - 02 Ci!iuG • cb:t i.'w :.4a6Ad ;�L?.hdn:t%iw+k� f a.5s ,'.wi3l'd�Ltw• Mt F ?c T I7.)13 LEENDERS DRYWALL, Inc. LEENDD1099PA 413 B 19th St. # 166 • Lynden, Washington 98264 (360) 354 -4629 401 �L. �y/rvi..v1 47-s U U/U &,&6) 3 9c7 ( o 0 fri9Ac.iFO o1 J L ,v L4 (.'5 TC,c7Zrrl)G / ir�A O A) ,5 37 i - g s' t-t)i G! /7 -;-le • r. Gt i(.4nr %..) RECEWED APR 3 0 2002 DEPARTMENT 2 to 0; 0 0. ,co uf co w w 0 ; i a w Z ,; Z I- 2 j' D o 0 I-' ; ' w I 0. . 1,, F-1 01 w ZI C.) --i Dear Mr. Bumstead, • Sincerel January 24, 2002 Dujardin Development Co. Attn: Gary Bumstead P.O. Box 1059 Snohomish, WA 98291 ,A 4 I enn S. Steiner, Architect Kappler Architects, P.S. RECOILED . E JAN 2U LL BUILDING DEPARTMENT S 9 t i i) I i 1 1 t' t t ht. t 1 1 1 t p l o 1 1 1 1 1 1 1 t. l) r e s o u r c e RE: Detail call -out change to Plan #1843 A & B KAPS Job #99083 7117 Per our phone conversation on 1/24/2002, our office has reviewed the above - referenced plans and determined that the detail callout 14/S2, shown on sheet S3, for the lower shear wall floor- to- floor strap connection should actually be detail 5/S1. Should you have any questions or comments, please do not hesitate to call. . STEINER STATE OF WASHINGTON RECE JAN 2 5 2002 14311 SE 16tft Street . Betievtie, migt 98007 1.800.888.4517 • (425)641.5320 fix: (425)641.5318 (N99 f,�� pyferit omeyliuis.cont C0102_33 Detail call out change, Plan #1843 A & R IL . I 1 \ A. March 14, 2002 Dujardin Development Co, Attn: Gary Bumstead P.O. Box 1059 Snohomish, WA 98291 Sincere, ' Glenn S. Steiner, Architect Kappler Architects, P.S. RE: Fosterview Estates, Plan #1843A KAPS Job # 99083 VT ' 1.1 1 1 I if * 11 1 t t' 1i1 If I t' : . 1 , 111 ri I I: 11 11 111 t t.) I' 1 0 II I t • Dear Gary, Our office has also reviewed the interior shear wall condition at the "mid "- gridline, faxed to our office on 1/9/2002. From this fax we have determined that shear transfer from the three (3) sheathed roof bays (per your attached sketch) and the P1-6 shear wall below can be achieved by using three (3) A35 clips, per our mark -ups to your fax. The total load being transferred through this P1 -6 shear wall is 936 pounds. Each A35 clip can take 450 pounds. Therefore, 3 clips can take 1350 pounds, which exceeds the maximum shear loading on this portion of the P1 -6 wall, Should you have further questions or comments, please do not hesitate to call. RECEWED MAR 1 2002 BUILDING DEPARTMENT 1 S' il'rii Srret:r.Te(ravue, lN!4 98007 1.800.888.4517. (425)€ 41.5 20._fc (4 (4. 5)641.5318 00102 14 Plan rf I843A • Shear wall sheathing (0199013).do0i '.kayyferkomeplAns.cant !V::: .2tv • • ; = 1 41 - 15 41 59 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT„ DATE FOOTINGS EXAMINED 10 — 2-7 - 0 i PROJECT NAME: ' -OSTC G7 CONTRACTOR: OU.j.1n'1) I/J DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: TERRA ASSOCIATES REPRESENTATIVE SIGNATURE L3,/eN/6 /Gtif L_L 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 PROJECT NO IS�S' PROJECT LOCATION. wort: ! . •...,2!? ezt trn, a4. ye,.. mr than, trm o!...m 4L�m�q .^.+nao k,fo,• % REPRESENTATIVE: Score CTrarnco) .1730✓es 5 7,1723/ Ptia - 7 /NG 4(26'11 S• ,rf2G S t / p A r e ' T C'F" • - C(X) pS I , » & , t - 6 LOAD 5 . f.1-r./Y 57)97V0 ] C> 4L472"? C. Lc_) sc >VL O ,'► r7 ?/ j4z $/&vLi 3E' gg'?rk C ✓0/3 fhE'Dest 4d'7S C if*4 i,Q / '10 / n .t/ cz err P/ Aclort. 94 51/1:2146 1.- Fri< Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils ob -. -. . . dation areas due to construction activity or rainfall should be removed prior to concrete placement. COPY TO: S; re: /6 l PLOT • 0 fn 0 W W O LL Q : N i 0 : W � ,. I— a W ~' O N u. 2.V'. ~O '' LL Zi U N, Z FOOTING EXCAVATION FIELD CONDITIONS NOTED USG F o- r S Fe'," � .4t2r r 074 Cvhv 1, 2 L. 7 2 ' 7 - - 7 /6 1A17 me79/0r fit -1)SC- . c i A1CY 5/ t:T '7'6 S / L.7'>' S/ • /7-xe : c 7o• •Ta S vPPc+ie7 .. OaG eV/ L-6 r.' 6 • 1-.174 (cA-65.. /17.-4_ rii ii /-vneE Co vLz20 . W .'777•J 5772v c7r/R4L F'L L-1_ ("otiti St S 77." E. n F t<es✓Y'c. /-C3l) Co4J C1W7L' ,11/v6 G 7<C. f (.ZT A- 4'4 /uei./ - Y /CLA /A / DATE FOOTINGS EXAMINED 10 — 2-7 - 0 i PROJECT NAME: ' -OSTC G7 CONTRACTOR: OU.j.1n'1) I/J DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: TERRA ASSOCIATES REPRESENTATIVE SIGNATURE L3,/eN/6 /Gtif L_L 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 PROJECT NO IS�S' PROJECT LOCATION. wort: ! . •...,2!? ezt trn, a4. ye,.. mr than, trm o!...m 4L�m�q .^.+nao k,fo,• % REPRESENTATIVE: Score CTrarnco) .1730✓es 5 7,1723/ Ptia - 7 /NG 4(26'11 S• ,rf2G S t / p A r e ' T C'F" • - C(X) pS I , » & , t - 6 LOAD 5 . f.1-r./Y 57)97V0 ] C> 4L472"? C. Lc_) sc >VL O ,'► r7 ?/ j4z $/&vLi 3E' gg'?rk C ✓0/3 fhE'Dest 4d'7S C if*4 i,Q / '10 / n .t/ cz err P/ Aclort. 94 51/1:2146 1.- Fri< Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils ob -. -. . . dation areas due to construction activity or rainfall should be removed prior to concrete placement. COPY TO: S; re: /6 l PLOT • 0 fn 0 W W O LL Q : N i 0 : W � ,. I— a W ~' O N u. 2.V'. ~O '' LL Zi U N, Z • CONTRACTOR: PROJECT NAME: NOTES: DATE FOOTINGS EXAMINED I O - 2-7 - 0 I Q virileA 1N DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: ► SIGNATURE 6g /6 /64, L.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 PROJECT NO. /VS--z PROJECT LOCATION: , L'hWrc -c.g REPRESENTATIVE: Scorr CTi�eemo) ,12L� 5 /L C.6 FeiC .47304.-E S747L� 677.16 svPPcreg" Cr Z, Coo es 1 ,'ri/ 4_D /A-6 1_0, 50 s. Auy s'774-A/o ,vv CtiAir-A2 012. Lc)d ;C &'i) • 5 i R071, cvl',1 l , l�etr77v� C r pg /c '7D r c it/ ever P/ Ac art- e w'r Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils ob - . - • a • dation areas due to construction activity or rainfall should be removed prior to concrete placement. COPY TO: 5 ; " ../4.194 " t�? 1=r-AnS=1Mg 2nvsr!rrmta+aY.mr!n±vswungr"yy C'sRclHY w,..r.s» +•....,,,... „a+sti +a«n "a.uyw+w+.m r.•n».r+aiu"'4Knren.*nat • FOOTING EXCAVATION i FIELD CONDITIONS NOTED At US Fo'rM- 'S f P re077Ar6 ✓fi2r?frs E Cv4 2 GD j 2'7: 1 la /(c /Ana me7 /1.4-r, 6 ,t7 SG C t .4- /C7 Si LT .to S / e....7 S /17 U r'?cro t7V'"0 Te 5 ✓PPc-e•7 .. 006 ,..: /3vrt_6 /•i 6 chos. iO .4t-t_ ritgoe -S kvaRE co ,./17.,e0/3 w 177/ • 72v c,7vR�/ r F Le._ ('a' i Si s 'Pry 6 r17 t<ecYet.ts0 Cavil Avvb • t vC ZC /'="" (yr1 ,frivi /VP./ - Y!ctA /A/6 / • CONTRACTOR: PROJECT NAME: NOTES: DATE FOOTINGS EXAMINED I O - 2-7 - 0 I Q virileA 1N DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: ► SIGNATURE 6g /6 /64, L.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 PROJECT NO. /VS--z PROJECT LOCATION: , L'hWrc -c.g REPRESENTATIVE: Scorr CTi�eemo) ,12L� 5 /L C.6 FeiC .47304.-E S747L� 677.16 svPPcreg" Cr Z, Coo es 1 ,'ri/ 4_D /A-6 1_0, 50 s. Auy s'774-A/o ,vv CtiAir-A2 012. Lc)d ;C &'i) • 5 i R071, cvl',1 l , l�etr77v� C r pg /c '7D r c it/ ever P/ Ac art- e w'r Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils ob - . - • a • dation areas due to construction activity or rainfall should be removed prior to concrete placement. COPY TO: 5 ; " ../4.194 " t�? 1=r-AnS=1Mg 2nvsr!rrmta+aY.mr!n±vswungr"yy C'sRclHY w,..r.s» +•....,,,... „a+sti +a«n "a.uyw+w+.m r.•n».r+aiu"'4Knren.*nat • PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: Fosferview f " Lot e7 Location: File #: D2000 '504 Action: DEN IE b Date: 10012coo Reviewed By: JOANNA 6P NCE PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION CODE REQUIREMENTS COMP PLAN CIP OVERLAY PROGRAM MISC. STUDIES MAINTENANCE NEEDS RFA WD 125 VAL -VUE PW STANDARDS PRE -APP PROBLEM AREAS i) Shed ?t.6 tkathi+i €5 0 ed cAzt- a/utzi ot fi'11 2. Shed r2.G Show Uoiih arrow a &Ad, 4S PIS S. October 16, 2000 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 Dear Mr. Kappler: City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -304 Fosterview Estates – Lot 27 13715 – 43rd Place S This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Division and Public Works Department. At this time, the Building Division and Fire Department have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports nt other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xe: File No. D2000 -304 Steven M. Mullet, Mayor s.:::a4i., ,. ;. �:•,•,:.a ;. , ;.:LaN�- : ,: s,l.Cs`te .. • t2Gd+;,. 41.+ 4, J: c ;L1.l.i.,:�s>L•as:.Y�tr.�:��* . sv."F:3 .sa.: :tt...r4: r 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 U U ' 0 (0 CI CO to w =; J u. W O' u- Q; co = d ILI Z 0 W w; U 0 „ _ H — iu Z O N DATE: September 13, 2000 PROJECT NAME: Lot 27 Building Permit PLAN CHECK NO.: D2000 -304 Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. 1. The fireplace intrudes into the side yard setback. Please revise to meet setbacks. 2. This lot is in Phase D and cannot be constructed until Phases A, B and C are declared complete by PW. C : \Nora's Files \FSTRVIEW\LOT2REVISION.DOC PLANNING DIVISION COMMENTS .. a ibt.:us. 'a arrow 'r�uu »t'»vuoum,i:."tiuk x..e,.. s...�.�un„tviie xa..dd eta .ex;b,,..4.`..itAxdtr „e�i „kua .a(3tw�(d`;i'm 3.,¢'.,;i1:�4. • ry P625.052.000 (8197) F625 -052.00018/971 .n...�rn Sn fMlnnrn MI OW.C•. , Detach And Display Certificate DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL. REGZST $ -" EXE`M DATE:= • -ce r ,nIIJARU*z94EaiZIZi-i=e /z /a *E agwa#g mw.,54Easi-fga-Gizor sa - DUJARDIN- DEVELOPMENT' CO PO' BOX 105 - SNOHOMISH. WA. 98291 -1059 Detach And Display Certificate REGISTERED AS PROVIDED BY LAW CONST CONT GENERAL - REGIST . # - EXP . DATE CCO1: DUJARD *204LOE 12/16/2000 EFFECTIVE:DATE .06/20/1980 DIIJARDIN- DEVELOPMENT: CO... . PO BOX - 10 59 • • • SNOHOMISH WA. 98291_ - 1 Signature I Issued by DEPARTMENT OF LABOR AND INDUSTRIES . DETACH TO DISPLAY CEP'' .GATE- PLEASE DETACH AND SIGN CERTIFICATE BEFORE PLACING IN BILLFOLD Please Remove And Sian Identification Card Before Placing In Billfold • LU re 2 U 0 co 0 ' . V) U.1 lam WO g a v I_ z �.. U 0 O N ' ,0 H ; ' CU u j 10 ; U N Z FOSTERVIEW, TUKWILA WA DUJARDIN DEVELOPMENT COMPAN PERMIT SUBMITTAL ADDRESS: 13715 43rd PLACE SOUTH 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 - ELL 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 DOCUMENTS, LOT 27 TAX PARCEL I.D. #: 261200 -0270 Da000-30+ SHEET INDEX PLAT ARCHITECTURAL PLANS Sht 4 of 4 APPROVED PLAT DRAWING PLO MASTER HOME DEVELOPMENT PLAN PL4 PHASE D - HOME DEVELOPMENT PLAN PIS MASTER ARCHITECTURAL GRADING PLAN PL6 PLAT GRADING COMPARISON FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR P2.6 ARCHITECTURAL SITE PLANS - LOTS 26 - 30 P6.8 SITE SPECIFIC SECTIONS LOTS 27 -'30 P8.0 SITE SPECIFIC FOUNDATION DETAILS FOR LOT NT/ P9.0 STAIR DETAILS FOR PLANS 1843 A & B 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 # B2000.073) ARCHITECTURAL COVERSHEET Al. CODE NOTES All FOUNDATION & LOWER FLOOR PLAN A2.2 MAIN FLOOR FRAMING Al MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING PLAN A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING PLAN A7. ELEVATIONS & BUILDING SECTIONS DL STANDARD DETAILS 132 STANDARD DETAILS SI. LATERAL DETAILS S2 LATERAL DETAILS S3. LATERAL WALL SCHEDULE LOT BUILD OUT SEPARATE PERMIT QUIRED FOR: M (ELECTRICAL l PLUMBING `eGAS PIPING CITY OF TUKWILA BUILDING DIVISION • R VII ONS D TO OF WORK WITHOUT PRIOR I - -7.N AL OF TUKWILA BUILDING DIVISION. LJ E: REVISIONS WILL REQUIRE ANEW SUBMITS./ A. MAY u=�woE ADDITIONAL RAN REVIEW FILE COPY 1 understand that the Plan Check appraaBa S'e subject to errors and omissions and approval:` PIPS deeS not authorize the violation of a adopted co y of approved code or ordinance. Receipt of som trali rove plans ackncS tt S ed. = These oinas o —as have been reviewed by the Pc:h: Works 1 - ',Tient for conform C . Acceptance I with . u r .. .°such do not authc d rds or ordinances r - r «- • I c - : .:=quacy of the design r th r. Additions, 'deletions or Iev - o tt c e drawings after this date wlll v. ,d tills aeccptance and will require a resubmitlal of revised drawings for subsequent, approval. Final acceptance is subject to field inspection by the Pub . c Works utilities inspector. Date: Q 10 01 8 y. �)Il ceJ � e c-G55 L14 STp RECEIVE CITY OFTUKW'�n SEP - 8 2000 PERMIT CENTER z �a Q a o-1 LI z w gcl- E., O N N� wo ° � �aQ f N = I c� z ILI A ) a 0 z (Ty Q E ° i nnF JOB NO.: 00146 SHEET COVER SHEET t-9pp-3 .. 04 AREA LOT # PHASE LOT 1 5 LOT2 A LOT 3 LOT 4 6 LOT 5 C LOT 6 LOT 7 2 LOT 8 B 7 LOT 9 D LOT 10 LOT 11 LOT 12 8 LOT 13 A LOT 14 3 LOT 15 A LOT 16 9 LOT 17 C LOT 18 4 LOT19 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 D LOT 30 LOT 31 LOT, 32 8 LOT33 A LOT 34 LOT 35 LOT 36 9 LOT 37 C LOT 38 LOT 39 10 LOT 40 0 CONDITIONS Damp 304 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 DEVELOPED IN THE CORRESPONDING CONSTRUCTION PHASE. HOUSE DEVELOPMENT PLAN PHASE KEl' 3 THE CONSTRUCTION PHASES SHALL BE DEVELOPED PER THE GEOTECHNICAL RECOMMENDATIONS OF TERRA ASSOCIATES OR ANOTHER CITY APPROVED GEOTECHNICAL- ENGINEERING FIRM. 4. THESE GEOTECHNICAL RECOMMENDATION& ARE TO BE INCLUDED AS PART OF THE SUBMITTAL FOR EACH OF THE SINGLE FAMILY HOME PERMITS: ON A LOT BY LOT BASIS GROUPED IN CONSTRUCTION PHASES. 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR: A. TEMPORARY EXCAVATION RECOMMENDATIONS BY PHASE TO ALLOW FOR THE IMPLEMENTATION OF HOUSE FOOTINGS, FOUNDATIONS AND SLABS. B. CONSTRUCTION AREA AND PHASE MITIGATION MEASURES FOR SOIL STABILITY AND EROSION CONTROL BEFORE AND DURING HOUSE CONSTRUCTION C. GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW THE IMPLEMENTATION OF THE NEXT HOUSE CONSTRUCTION PHASE. D. CONSTRUCTION DESIGN PERIMETERS ON A LOT BY LOT BASIS. E. FOR LOTS 21 THROUGH 34, THE UNSUITABLE FILL MATERIAL SHALL BE OVER EXCAVATED DURING CONSTRUCTION OF FOUNDATIONS FOOTINGS, AND FLOOR SLABS. ADDITIONALLY, THERE WILL BE LIMITED EXCAVATION AND REMOVAL OF THE UNSUITABLE SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE FOR THE "UPPER PORTION' (SOUTH END) OF EACH LOT WILL BE FLATTENED DURING LOT DEVELOPMENT TO ACHIEVE AN INCLINATION OF 2.5:1. ANOTHER ACCEPTABLE OPTION- IS TO PROVIDE A CANTILEVERED CONCRETE OR MECHANICALLY STABILIZED EARTH RETAINING WALL LOWER PORTIONS (NORTH END) OF`T -IE LOTS WILL HAVE THEIR SLOPE PROBLEMS CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE, AS PART OF THEIR SINGLE FAMILY HOME PERMIT, THESE GEOTECHNICAL RECOMMENDATIONS AS WELL AS A LETTER FROM THE GEOTECHNICAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS, GROUPED IN PHASES, THAT THE HOME, FOOTING AND FOUNDATION DESIGN ADDRESS AND FULFILLS THEIR GEOTECHNICAL RECOMMENDATIONS. 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLAN. FIELD REPORTS ARE TO BE SUBMITTED TO THE CITY AND TO INCLUDE A. 1EMPORARY EXCAVATIONS FOR CONSTRUCTION PHASES AND MITIGATION MEASURES B. IMPLEMENTATIONS OF FOOTINGS FOUNDATIONS, RETAINING WALLS AND FLOOR SLAB AND DRIVEWAY PLACEMENT ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS C. BACK FILL AND PREPARATION OF IMPLEMENTATION 70 A ADJACENT CONSTRUCTION PHASES ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS a THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS 9. EACH OWNER IN ITS PURCHASE' OF A HEREBY ACKNOWLEDGES THAT THE PLAT OF FOS1ERWEW ESTATES AS APPROVED BY THE CITY OF TUKWILA, CONTAINS AREAS CONSISTING OF STEEP SLOPES EACH OWNER HEREBY RELEASES THE CITY OF TUKWILA AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM ALL CLAIMS, ACTIONS CAUSES OF ACTION, COSTS ATTORNEYS' AND EXPERTS FEES OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEEP SLOPES WITHIN THE PLAT; PROVIDED, THAT THIS RELEASE SHALL NOT APPLY TO CLAIMS ACTIONS CAUSES OF ACTION, COSTS; ATTORNEYS' AND EXPERTS' FEES AND PROPERTY DAMAGE RESULTING, FROM THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUKWILA, ITS OFFICERS AUNTS AND EMPLOYEES. CITY OF SEATTLE UTILITY EASEMENT P.M. #230415 -1 -011 THIS EASEMENT GRANTS TO 774E 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 MARVTARN ELECTRIC UNDERGROUND DISTRIBUTION FACILITIES TRANSFORMERS DUCTS VAULTS MANHOLES, CABINETS CONTAINERS CONDUITS WIRES AND OTHER NECESSARY OR CONVENIENT APPURTENANCES' ` TO MARE SAID UNDERGROUND AN INTEGRATED ELECTRIC SYSTEM. ALL SUCH ELECTRIC SYSTEM IS TO BE LOCATED ACROSS OVER UPON AND UNDER THE FOLLOWING DESCRIBED LANDS AND PREMISES SITUATED IN THE COUNTY OF KING: STATE OF WASHINGTON, TO NIT- THOSE AREAS HEREIN WITHIN THE PLAT OF FOSTERVIEW ESTATES DESIGNATED AS UTILITY EASEMENTS AND /OR ACCESS AND UTILITY EASEMENTS*. TOGETHER WITH THE RIGHT AT ALL TIMES TO THE GRANTEE, ITS SUCCESSORS AND ASSIGNS OF INGRESS TO AND EGRESS FROM SAID LANDS ACROSS ADJACENT LANDS ABUTTING THE DESCRIBED EASEMENT AREA FOR THE PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING REPAIRING, RENEWING, ALTERING, CHANGING, PATROLLING, ENERGIZING AND OPERATING SAID ELECTRIC SYSTEM, AND THE RIGHT AT ANY TIME TO REMOVE ALL OR ANY PART OF SAID ELECTRIC SYSTEM FROM SAID LANDS. ALSO THE RIGHT TO THE GRANTEE ITS SUCCESSORS AND ASSIGNS AT ALL TIMES TO CUT AND TRIM BRUSH, TREES OR OTHER PLANTS STANDING OR GROWING UPON SAID LANDS OR ADJACENT LANDS WHICH, IN THE OPINION OF THE GRANTEE INTERFERE WITH THE MAINTENANCE OR OPERATION OF THE SYSTEM, OR CONSTITUTE A MENACE OR DANGER TO SAID ELECTRIC SYSTEM. IT IS FURTHER COVENANTED AND AGREED THAT NO STRUCTURE OR FIRE HAZARDS WILL BE ERECTED OR PERMITTED LTHIN THE ABOVE DESCRIBED EASEMENT AREA WITHOUT PRIOR WRITTEN APPROVAL FROM THE GRANTEE, ITS SUCCESSORS AND ASSIGNS; THAT NO DIGGING WILL BE DONE OR PERMITTED WITHIN THE EASEMENT AREA WHICH WILL IN ANY MANNER DISTURB THE FACTURES 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 UNES 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 1E IN FORCE UNTIL SUCH TIME AS THE GRANTEE, ITS SUCCESSORS AND ASSIGNS SHALL PERMANENTLY REMOVE SAID POLES, WIRES OPEN SPACE EASEMENT LINE TABLES' UNE. I DIRECTION I DISTANCE PRELIMINARY PLAT NO. L93 -0014 FINAL PLAT NO. L99 -0018 AND APPURTENANCES FROM SAID LANDS OR SHAL O THERWISE PLRAIAF ABANDON SAID ELECTRIC SYSTEM. AT WHICH TIME ALL SUCH RIGHTS, TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE. R R.L. McD UFFY dt AS SOCI A TES, INC. LAND USE CONSULTA ENGINEERS a SURVEYORS 0 PLANNERS a MANAGEMEN 3605 IXLBY AI ME EIEIW1T, W BRIGIOY 91.01(425) 258 - 4438 FAX (425) 258 - 1616 DATE 2/7/00 DWG BY KMC JOB NO. 96089 SHT 4 OF 0.1 N8959 54"W 4025' E2 - N003904 -S .:... EL3 . N895954'1V 5826' as N7541'171V 10270' as N7341'17'W 262' EL6 N1936345 4.56' E7 N87'18'545 51.21' as NO9'7'325 7244' EL9 N57'20'045 27.23' EL10 N8323'465 29.05' 411 N1375'57'E 2255' 0.12. N8936141W 46.42' 033 N14'09'365 35.05' 0.14 N8876'09'W 4Z06' 0.15 N8816'0911 512' 0.16 N1653'055 32.00' 0.17 N2170'455 25.84' 0.18 N82'4073'W 14.86' 0.19. N72'41'475 2092' 1120 N52122'47'W 3209' 521 N52•2'471W :2892' EL22.' N8970'56'W 26.97' ET23 N897056'W 24.39' EL24 N8920561W 16.55' 525 N60'41365 52.67' 026 NOOD0'005 9.61' EL27 N8970'56'W 33.40` E1.28 S7539'145 45.91' ET29 N6632195 22.42' El-30 N1938'54'W 3&71 a31 N3255'1210 3144' EL32 N852257'W 49.06' ELM N5157355 1882' EL34 N0W45'045 2204' 01.35 N4146'35'W' 2268' 0.36 NO232461W 21.13' EL37 66453'41'W 60.03' 838 NO23246'W 19.88' E1-39 N38135'345 23.66' 1140 8645541/0 41.66' 0.41 N3805345 16.16' a.42 N7429'415 26.99' 0.43 NO356321W 31.75' EL44 N3459'325 2595' E45 NO619'495 15.18' EL46 N263542'1'1 14.93' a47 NO244345 17.08' 0.48 835U5'215 21.05' EL49 042242405 16.28' EL50 _ N87'48'2816 2074' -a5, N87'48'28'W 10.83' 552 N87'48'28'W ' 257' EL53 NO137'435 ' 50.00' EL54 N355757W 74.34' E1.55 55357155 80.93' OPEN SPACE EASEMENT CURVE TABLE CURVE I RADIUS I LEN074 I DarA 501 5311' 57.91 6229'43' 51.2 47.00' 17.23' 2039'52' EC3 3127 36.25' 622518' EC4 2000' 49.81' 142'41'51' Ste} ti iaese O Lstm _ <1* Ames LS/WOO FOSTERVIEW ESTATES A REPLAT OF A PORTION OF TRACT 6Z RIVERSIDE INTERURBAN TRACTS AND AND A PORTION OF TRACT 19, FOSTORIA GARDEN TRACTS IN GL_ 2 AND GL. 3 AND THE SW 1/4 OF THE NE 1/4 OF SECTION 15, T. 23 N., R. 4 E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON CITY OF TUKWILA SEP - 8 2000 PERMIT CENTER LOT # PHASE PLAN l i>S7 1 1 AREA LOT # PHASE' PLAN PSR!i AREA I. LOT 1 1843B X 1 LOT 21 B 2119 5 LOT 2 A 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 I 1843A LOT 6 2246 LOT 26 1 1843B LOT 7 2246 LOT 27 D 1843A 7 LOT 8 2108 X LOT 28 i 1843B LOT 9 2108 LOT 29 ; 1843B LOT 10 2246 LOT 30 1843A LOT 11 2108 LOT 31 2060 LOT 12 1568A LOT 32 2119 8 LOT 13 A 2246 3 LOT 33 1 A 2060 LOT 14 2108 LOT 34 2119 LOT 15 MOD'RD (1) LOT 35 C 1843B 9' LOT 16 2108 , MOD'F.D (2) LOT 36 1843A LOT 17 2246 LOT 37 1843B LOT 18 2060 4 LOT 38 1843A LOT 19 C 2119 LOT 39 1843B LOT 20 2060 LOT 40 D 1843A 10 HIOME PLAN MATRIX & SCHEDULE V V V'%V V w V ,./ V V V V im vv/ 0,/,0 vwvv vv � v yvvvv \ vV 'v/ U 00000 `1/ v V 0 0 vv 0000 0000/0. w fir* PHASE A PHASE B PHASE KEY PHASE C PHASE D (SEE SHEET C•1 FOR STREET ADDRESS OF EACH LOTS) n ® � CONDITION L CONSTRUCTION OF IND FOOTINGS, FOUNDATIO IN ACCORDANCE THE APPRO DEVELOPMENT PLAN. \ \ 2 THE HOUSE DEVELOPM PLAN b ; N ' � AREAS EACH AREA IS TO : D CORRESPONDING CON UCTTO 3. THE CONSTRUCTION AREAS S: BED 1, ED PER THE GEOTECHNICAL REC AMEND S OF TERRA ASSOCIATES OR AN G :I ENGINEERING FIRM AS APPROVED BY ':1. CITY OF I' �� 4. THESE GEOTECHNICAL RECOMMENDATIONS " TO BE : ,1 :� i �t�' AS PART OF THE SIBMITTAL FOR EACH OF :1:r SING . F x .11 Y' RESIDENCE PERMITS; ON A LOT BY IN CONSTRUCTION PHASES 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR A TEMPORARY EXCAVATION RECO AREA TO ALLOW FOR THE FOOTINGS, FOUNDATIONS AND FLOOR B. CONSTRUCTION AREA AND PHASE MIIIG FOR SOIL STABILITY AND EROSION CONTRO DURING HOME CONSTURC1TON C GEOTECHIHCAL RBUREMENIS NEEDED TO ALLOW TAIlON OF ADJAC E TT HOME DEYPLOPHPRI A CONSTRUCTION DESIGN PARAMETERS ON A LOT E FOR LOTS 21 THROUGH 34, THE UNSUITABLE SHALL BE OVER EXCAVATED DURING ID FOUNDATIONS, FOOTINGS, AND FLOOR SIARS TIRE WILL BE LIMED WICAYATTON AND REMOVAL SOIL DURING DRIVEWAY C ONSTRUCTION E FOR LOTS 35 THROUGH 40, THE SLOPE ON THE ER I N' (SOUTH END) OF EACH LOT WILL BE ' D D G LOT DEVELOPMENT OTACHIEVE AN INGRATIO 1 251 ACCEPTABLEE OPTION B To PROVIDE A OONCRETEOR MECHANICALLY STABI 'ZED RETAINING WALL THE I PORTION' (NORTH END) OF THE TATS WILL HAVE THEIR IPE ?ROB CORRECTED DURING LOT DEVELOPMENT. li THE APPLICANT IS TO INCLUDE, AS PART OF EIR- SINGLE FAMILY RESIDENCE PERMIT, THESE G , HNICAL RECOMMENDATIONS AS WELL AS A LETTER FROM THE EOTECHNI ENGINEER THAT CERTIFIES ON A LOT BY LOT I GII a1 IN THAT THE HOME, FOOTING AND FOU DN A ' N DESI ULFI ADDRESSES AND FLLS THEIR GEOTECHNICAL .. s DATIONS 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGIN THE IMPLEMENTATION OF THE HOUSE DEVELOP REPORTS ARE TO BE SUBMITTED TO TEE CITY OF TO ADDRESS: A TEMPORARY EXCAVATION OF CONSTRUCT' 1 AREAS A TD MITIGATION MEASURES. E. VERIFICATION OF FOOTING, FOUNDATION, : + 0 WILL AND FLOOR SLAB INSTALLATION METHODS AY PLACEMENTS ACCORDING TO GEOTECHNICAL :+ . I I a I NS C VERIFICATION OF BACI FILL AND PREPARATION NI CONSSR ON IN ADJACENT HOME DEVELOPMENTCONSTR ON AREAS ACCORDING TO GEOTECHNICAL ENSOMMENDATI I NS I 8 THE GEOTECHNICAL ENGINEER IS TO PROVIDE C'RTIFICAT�ON ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPUSHBD IN ACCORDANCE WITH THEIR GEOTECHNICAL RECOMMENDATIONS ACT „ a tx rLM - np. f UCTBOY� %LJ OME DEVELO_pMENT PLAN KEY PLAN • =40' 160 RECENEN CITY OF TUKWIL4 SEP - 8 2000 PERMIT CENTER A TITLE JOB NO.: 9801321 SHEET P • LOT # LOT 1 LOT 2 LOT 3 LOT 4 LOT S LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 PROPDil Y LAC — 7YP (TRACT WV TRACT "B" NOTE: 1. FOR EROSION CONTROL - EXISTING SILT FENCE (AS SHOWN ON C-2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. PHASE PLAN 1843B 1843A 2119 2246 2108 2246 2246 2108 2108 2246 MOD'F.D PORCH X X AREA 2 I LOT 12 LOT 13 I LOT 14 LOT 15 A 1 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 C 2108 1568A 2108 2108 2108 MOWED (I) 2108 MOD'F.D (2) 2246 2060 2119 2060 3 4 LOT # PHASE1 PLAN ;KT AREA LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 { LOT 32 B • 2246 I S 2119 I I 2119 2060 1568A 1568B C 1843A 1843B 1843A r 1843B D 1843B 1843A 2060 2119 (SEE SHEET C-1 FOR STREET ADDRESS OF EACH LOTS) 6 5 - 6 7 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 LOT 40 D A 2060 2119 1843B 1843A C I 1843B 1843A 1843B 1843A 8 9 10 HOME PLAN MATRIX & SCHEDULE T.:Q0 304 PRI:PENT LINE' — np opAcra9r, TRACT "A" i i OME DEVELOPMENT PLAN DETAIL/ tt, PH KEY PLAN 2Q 40 E : 1 OVI:r n 2 10 StT CO JOB NO. 9801321 SHEET 80 160 I I Pi 41 40 , a4SRZ, SEP 8 2000 PERMIT CENTER TRACT "A" 7A b . — W 11411171"-1 Illf NEW 5 "ASP.. WALK SOUTHGATE PARK - UAL/1Y, ♦.` PLYE acoo-304 EX. L/771, POLE 15' NAB1E YEGEFAALAN BUFFER U77LJTY PGL IX ROCKERY IX WALL EX. CANC C/YPOLE GRADING AND STREET PLAN PER CIVIL FINAL GRADING PLAN SHEET CO3.1 • _ i i 20 40 60 80 SCALE 1:40 160 7ELE S 13777/ STREET ITE STEPS A5ID NEW 5' CLANG. WALK SEE SVWET ASO FOR SITE STEP 0FO(1ATION ciTV OF n�r ° • , � SEP - 8 2000 PERMIT CENTER v LO U m °o 0 0) 0) to 0) i co y 05 CD U Z L O >� - o o pQ c°mN co 0) Q) C2. TITLE JOB NO. 980 P1.5' SHEET 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 AREA UNDER THE GARAGES, BACKFILL FOR FOUNDATION, AND AROUND SITE WITHIN PROPERTY LINES. CALCULATIONS ARE BASED ON THE DIFFERENCE BETWEEN FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILD OUT. 18 76 19 ! 108 20 21 35 22 23 ADJACENT TO LOT WITHIN R.O.W. CUT FILL 0 0 N/A N/A 0 4 N/A N/A 28 29 ! 30 31 ! 32 37 38 39 40 ! 473 TRACT "A" TRACT SOUTHGATE PARK IPD731/?IA/.'AL0 MALIC UfiL/7 Y EASCUENT / I pfoEsn.rm Ay mete 107111 EASEJANT GRADE COMPARISION EX ROC:7655' DC WY PaE I f I LNWAll: 1 0" FLFLIC \ FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILDOUT ----------- 0 20 40 60 80 ----- - - - - ----------- . 7 ---------- - -- SCALE 140 16.0 kj - - -- - TELE STEPS A50 NEW 5' CON WALK - - ----- ,!`k • 1 NEW 5" A5P/i WALK STREET SEE SHEET A50 FOR SAE STEP IhFCPSIATION ckrk °*, O' -,sa Di =-4 1 CO RRECTION L TR# 1 sot-4 —R/8 z cf, TITLE JOB NO, 980 SHEET P1.6 I ' , — 20' FRONT SETBACK ti NEWEST TIKE It-W krr tS Anx 91 :t7' 11*.:412 -'411414-1FOr ;oo� 304 SITE PLAN NOTES 1 THE SITE PLAN SHOWS FOUNDATION AND FOOTING OUTLINE& 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 Pt5. 3 ALL FOOTING DRAINS ARE PER DETAIL 9/P8.0 4. STORM DRAIN - SEE CIVIL SHEET C-8. TIGHTLINE FOR HOME SHALL BE 4 NON - PERFORATED ADS N -12 PROVIDE 4% POSITIVE GRADIANT. TIE TIGHTLINE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT JUNCTION THEN CONTINUE 11GHTLINE TO STORM DRAIN. E SANITARY SEWER - SEE CIVIL 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. & WATER' SUPPLY FROM METER TO HOUSE IS 3/4' TYPE K C00PPER WATER METER IS FOGTICHT #1 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'-0' MAXIMUM SLOPE ALLOWED IS 15% LOTS 2, 3, 4, 5, 6, 7, 8, 9, 31, 32, 33 AND 34 TO HAVE RESIDENTIAL TRENCH DRAIN TIGHP INDED TO STORM DRAIN. ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE GRADIANT. 8. CONSTRUCTION SEQUENCING AND TEMPRARY EROSION DURING FOUNDATION CONSTRUCTION SHALL BE PER PIA , Pt1, P12, P .3 AND P14. 9 EROSION CONTROL AFTER BACKFILL OF FOUNDATION BEFORE IMPLEMENTATION OF LANDSCAPING PER LAND REQUIREMENTS SHALL BE STRAW PER KC. SURFACE DESIGN MANUAL APPENDIX D 10. CUT AND FILL CALCULATED FROM SHEET PIE arm° 1 2 d ©1 O SCA 2 . Tncae n'. ^. a have been reviev.ec N',� th^ " s.rnent or co-dorr c; c' .s. Acceptance is ,vhich do nct aL:' elards or ordinances. T i f. c.:yuacy of the design r . ' t=; . c: c er. Additions, deletions or tl c: c drawings after this date o Ise: iance and will require a resutru r ;i ct drawlags fcrsubsequentap ro F ,n1 acceptance is subject to field ins cn by olio Wor s utilities inspector. D'''.,51140( BY: '1-- ccgh 1t7 JOB NO TITLE DETAIL PLAN SHEET P2.6 01 27 L - 4 f H. zr L GRADE FOR LOT BUILD OUT ed I — NIEFPOINT 1 ' EA nr -EINGE-1 ; . nor I 2.W WAIN FLOOR FLY 7.— - .PT — 137th AVENUE —, - REVISED ORIGINAL GRADE Variant' FINAL GRADE FOR PlAT APPROVAL I IVY 1: NOTE: ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. CDSITE SECTIONS FOR LOT 27 Scale 1' = 10' I " 4 LOWEST EAVES ak, 22P I - • -.--HIGIEBTaRIDGE 1: -1 ALAIN MOO V 11,111111 1 4 — ,.., I # , •-. UT — ...-.-.; F 1 FINAL GRADE FOR LOT BUILD O ,_.. k-, .-.... .=._. i Da ..' _SJ37th AVENUE f 5, 1 sr i I a, O r t ▪ SIDEWALK REVISED ORIGINAL GRADE— FIN. GRADE FOR PLAT APPROV. 4 - 1: ©SITE SECTIONS FOR LOT , 22 NOTE: ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. DAIWA — ! FINAL GRADE FOR IDT BUILD OW — 1 /- L',..•- -,..., , --- -- — — — -- .- -.,-. I : I I _ . _ . _ _ _ _ _ _ _ _ _ _ _ _ . _ _ I A , 5 i REVISED ORIGIN. GRADE 1 "- 'MAL GRADE OR PLAT APPROV. ®SITE SECTIONS FOR LOT 28 Scale I' = 10' NOTE ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. 1- 1.. ,..___ 11. a — i - - - - __ II I „ ., t2 7 - - - - la _ _AP* a . 1111[11i, illillitt 1 --- 1 1 - - •-- 1 - -- ------------------ "s______,—,---- - z . Da_ FINAL GRADE FM LC? BUILD OUT --- , I It -6"- — -1----_ .---- — FAL 1 _ _ 1 ,„ ----- — swhicAvgwg -- - - SITE SECTIONS FOR LOT 30 Scale 1' = 10• P °. SIDEWALIC FINAL GRADE FOR PLAT APPROVAL NOTE ALL FOOTING DEPTHS WILL BE PER ITEM #713" OF APPROVED PLAT. SEP - 8 MO PERMIT C.TER JOB NO • L E ® TYP. DECK CROSS SECTION 3/4=P -17 T oco- oy- 00200 -19 TJI FOOTING DRAIN DETAIL 3/4=1 -0' FOOTING DOES NOT DE M THIS CONDITION, FOOTING 5P4N5 HORIZONTALLY. - ''tiOr TOP CF SLAB 5181•59' AE1111270X3A6' 5II STEEL PLATE 11450ER5 • 4'-0' OC CDN 3 SHEET A-U EXCEPT A5 NOTED ON SNEARAN.L SCHEDULE T tHN. BEBED. 3/4• =T-0' TOP CF BAR TOP OF BAR it C I I2' CLEARRR\ •I NT OUNDATION DETAIL TOP CJF J EAR r� a NOTE: ` FOOT. DOES T SLIDE M THIS CONDITION, FOOT 4 SP HORIZONTALLY. TOP CF SLAB NOTE: FOOTIG DOES NOT SLIDE N THIS CONDITION, FOOTM SP HORIZONTALLY. TOP OF SLAB 4i I maimmimmernmi FOUNDATION DETAIL 3/4 =T-0' (2J 4 BAR. TOP ▪ YERL BAR '•G' OG RILL HEGHT OF Mt 3STE:ET A-U St iE2LJ BAR•8'x '/ -3SHEET A-U 4 F(OI.BAR•i0' (DM 3 BEET A-U DAMP PROOFING ( DN 154T AU Trr¢NrLI� '•{ WJIS. BAR 3'$'• I0'x CDT,3 BEET A-U (5,48AIdGCNL (DIN- 35R1E'`TA -U SOLD weerRait FOOTING DRAIN CCISIRIRION C D R A 3/81.10 HIPp 511 STEEL PTA • 4 OC CDN A-U E.EFF AS CAI SWARM. SC141.01E T rim EM ®. C2) 4 BAR •TOP • YERT. BAR •10' HE3GRI CF WALL (DIY -3 SHEET A-U •4 vERLJ BAR •F oc CDN 3 BEET A, • TIGRE BAR •10'ac (DIN 3 SHEET A, 03300.09 DAMP FR^LFNGC ply 19. AUo TIGHTLIE 4 NORE. BAR 3'- O'•10'ac -3 SHEET A-U C6)4! (DIN 3 SOLID T U SEE DETAL 5,3.0 FOOTIG ORAN COM 2 SWEET A-U (2)•4 EAR • TOP,, 03300 -3 5(8'450' AB. W/ 2707346' SII STEEL PLATE .51E185. 4'-0' OC (DIN_ 3 BEET A -U EXCEPT AS NOTED ON SHEARUN.L $QgDiLE l' MIN BE ®. BAR • S a, FULL cF WALL N.3 SHEET A, 5 VERT J BAR GR 60 • 5' x (DIY 3 SHEET A -U 4 HORZ BAR • 8' (DIN. 3 Si�T A -U DAMP PROOFING ( DIY SW AU •A TIGHTi -NE a -- -; - aRZEaxa m •9'x :.,. (DN35HEET A -U. NV .4 BAR CONT. (DIN. 3 BEET A -U SOLD SUBSTRATE SE DETAIL 9P80 FOR FOOTIG DRAM CONSTRUCTION (DIN 2 SHEET A -1) ,y N 0330042 toP CFJ BAR FOUNDATION DETAIL 3/4W-O IL TOP Cf JBAR FNISN GLADE MOH GRADE RIO I GRADE NTS FOUNDATION DETAIL 3/4=1-0" I/2' CLEAR 3 -2' m' 7-3' FOUNDATION DETAIL NT5 3/4=1-0* 5 /0 d0' AB. W/ 270'23/16' Q. STEEL PLATE WASHERS • 4'-0' O.G. (DIY. 3 SHEET A -I) EXCEPT AS NOTED CN SHEARWYL SCHEDULE T MN EMBED. (2) 0 4 BAR • TOP •4 YERT :BAR • p• oc, FI1LL HEGHi CI= WALL (DN. 3 SHEET A -I) vERT. J BAR •6' oc (DIY 3 SHEET A -I) DAMP PROOFING ( DIY_ 1 BHT AI) •4 HORZ. BAR • WY oc OVERLAP (MN) (DIY. 3 SHEET A -I) TIGHTLINE (5) •4 BAR CCNL (Div. 3 SHEET A -U SEE DETAIL 94P80 FOR FOOTING DRAM CONSTRUCTION (DIY.2 SHEET A, SOLID SUBSTRATE 4 CCNC. SLAB OVER 4' ROCK OYER vAPOR BARROR 5/810V AB. W/ 7346' S.Q. STEEL PLATE OC. (DM 3 A- I) EXCEPT AS NOTEW SNEARWILL SCHEQUCE l' MIN. EMBED. (21 BAR • TOP HE OFAR• 12' oc, FILL (DIN. 3 SHEET A-U 5 YB21. J BAR GR60 • 8'x (DM3 SHEET A-U DAM FROORM (DN. l SHT AUle 4 HORL BAR • VA ex. I'-6' OYE LAP <MN) (DIY 3 SLEET A -1) TIGHTLUE 1 6'x 2. BAR 2'-V • 1 .•��-`"',,�; (DIN 3 SHEET A -U & _ SE DETAIL OROJO FOR FOOTING DRAIN CONSTRUCTION (DIY. 2 SHEET A -U (6) •4 3AR COAT. (DN.3 BEET A-U SOLID SUBSTRATE 4 CONC. SLAB WER, ROCK DYER WPM BAFRIOR,,. TGHTLINE .4 HCRL BAR 3'-0'• U cc (DIY.3 SHEET A-0 AS NOIID (22,T'BAR • TOP N. /3S HEET A •,-U x II �3 S AU R D' BA 03300 -05 E / 3/4 =T-0' 03300 -06 5/SYxIV AB: UV 2,253/16 2,253/16 SR P. STE PLATE MASHERS • 4'-0' 0.C. (DIN 3 SHEET A -U EXCEPT AS NOTED CN SHEARIALL SGFEDH.E T MN. B13ED. (2) 4 BAR • TOP 4 vERT BAR (9' SA.. FOR MN) X • p' x (DIY 354ET A, SEE DETAIL SA. FOOTING DRAIN CONSTRICTION (DIN 2 SHEET A -U (6) 4 BAR CCNT (DIN 3 SHEET A-I) SCUD SUBSTRATE 4' CONC. SLAB OVER 4' ROOK OVER vAPOR BARROR 03300 -074= STEEL ELATE 034E. • OC (DIN NEW_ A-1) EXCEPT SCFgD1LE B'0 ®. •4 NEW_ BAR• WV x. FULL HEIGHT OF 11141J_ 11141J_ (Div SHEET 3 S A, 5 vERT. GR. J BAR GR • 5' x (DIY 3 SHEET A U 03300 -08 5 vERT. J BAR GR60 • 6' oc (DIY 3 SHEET A-U DAMP FROCF NG ( DIN l 5147 AU 4 HOiL BAR •8' M I'-6 ovERLAP (MN) (DM 3 SHEET A -U FINISHED GRAD BED GRAD TOP OE SLAB ICP FOOT DOES NOT SLIDE N THIS CONDITION, FOOTT%SPANS NOR FRONTALL7- 5/8'449' AB. W/ 2,2,10/16 2,2,10/16 S12 NOTE '. FOOTING DOES NOT WEE IN THIS CC DMCN, FOOTING WOW; HORZONTALL7- FOUNDATION DETAIL FOUNDATION DETAIL TOP CF SLAB v13lICULAR 5U.4ARC£ 8• � T -0' FOUNDATION DETAIL 3/4 =T 0' V24.0' AB. W/ 1707386 SII. STEEL PLATE WASHERS • 4'-0' OC. (DIY. sEEr A-U IXCEET AS NOTED CAI SiEARUALL BCHECiIE F T' MIN EMBED. - (2) Al BAR • TOP •4 ORZ BAR I0' OL r-6' CORNER OvCRLAP(DIV 3SHEET A, vERT. J BAR I6' OC ALTERNATE BENDS (DIY 3 SHEET A-U TIGHTLIE DAME)FROOFNG (DIY_ 7 SHEET A-I) SEE DETAIL 91P80 FOR FOOTING IRAN CONSTRICTION (DN.2 SHEET A, SOLID SUBSTRATE (3) .4 BAR COAT. (DIY- 3 SHEET A-U 12'450' ABUT/ 2'X27346' 5 ULAS ER5. OE_ CD" EXCEPT AS NOTm CN l' MIN EMBED_ f s' (2).4 BAR *JP •4 140102-E TAR I0' OC, 1` -6' CORNER OvEFO14 (DIY 3 SHEET A -I) •4 J BAR X' OC., ALTERNATE BIDS _AV, 3 SHEET A -U TIGHITLITE DA IFFROOFIG (Div_ 1 SHEET A -D SE DETAIL 9,30 FOR FOOTIG DRAM CONSTRICTION 021v.2 SHEET A -D SOLID SUBSTE (3) 4 BAR CONT.YDIV.3 SHEET A -U 4 .. (2) •. TIGHTLINE F OUNDATION DETAIL,jr " 3i4 =T-0 5/5 AB. UV 2)0 STEEL PLATE OC (DIN. 3 SHEET AS NOTED ON SCHEDULE T 4 YERT BAR • K' OC, FULL HEIGHT F WALL (DIN. 3 S A -U vERT. J BAR •8'x (DIY. 3 SHEET A -I) 4 HORZ BAR • JO' oc (DIY 3 SHEET A -U DA PPRGYFIG ( DIY l SHT AU (5) •4 BAR CONT. (2) AT TOE (DIV.3.BEEET A -U SOLID SUBSTRATE SEE DETAIL 9/P80 FOR 8 8Y NTS OP CF 7i - , gddi • HOW_ 3? CDN.3 SAE (1) .4 BAR CONT. (DIv.3 SHEET A -U SOLD SUBSTRATE 4' C.C. SLAB OYEZ 4' ROCK OvER vAPOR BARROR EMBED GRADE I2' CLEAR (2) •4 BAR • TOP; •4 PERT. J BAR• 6'x (DIY. 3 SHEET A -U •4 HORL BAR • 10• oc (DIY. 3 SHEET A -U 03300-0T PLATE SHEET A -U SCFEDT.LE FOOTING DRAIN CONSTRICTION (DIY. 2 SHEET A -I) 03300 - 03 . •4 PERT. BAR • U CC. FULL T CF WALL N2Iv. 3 SHEET A -I) DAMP PROOFING ( NY 1 SH1 Al) t' ''OCHTLNE.. BAR Y- 0'•10'oc (DIv 3�,1' lEET A -U CD • BAR (3) AT TOE (DIY: 3 SHEET A -I) SOLID SUBSTRATE SEE DETAIL 9/P8 FOOTING ORAN TICK (DIY. 2 SHEET A -U RECEIVED CITY �P n iK• ^ ^' r SEP - rfflip4 PERMIT C :ATE '5II EXCEPT SEP 2 200 5/8'400' AB. W/ 270'X3)16' SA 57E TE WASHERS • 4'-0' IY. 3 SHEET A-U EXCEPT, D� D (N SHEARCWLL � SCHEDULE l' MIN. EMBED. i us- szb CO C/) CO N O O CO (A L() Lf) CV X O O LL CCF CO CO La (7.) m'CY TITLE JOB NO. SHEET P8.0 I j ____,____ I 98013 1 i I SHEET I I aoes ...or I Kappler Architects, PS. 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641-5320 * FaX (425) 641-5318 DUJAR DI N Date By Description P9.o� E EKG," ��° 1 ' '"` Ni ns wnsnNNetaN -- _ FOSTERVIEW ESTATES THIS DRAWING IS 0 COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT rj z .i.i.... 171,,:re, Wifill111111M DINT IWIAll NuNIWAVAINNIIIIII 2 -4'- - -_ 3' -b' • PLANTER ll l 7 @ SEF n_ oli,, nom t s � allml \V Ar6....wwat lok w L'4/ -4 11L 1. 1,1„AM, R \XRE \PROT O 09 29. 11110 SI.)et' LL \'York latIvn: PiuFNI T -E 5/4' STEP PER GRADE g S 4 4 CS 37A ArYSIONE MALL 4' RIDGED PERFORATED PIPE = 4/ um/1YE3vr I 2 CB 24 a9 2 4"R /D 'D PERFOR41F0 PIPE SEE MALL OETA /LS 5' 1/77L/TV EASEMENT 12 ° S9 20' PUBLIC URL/7Y/ PEDESTRIAN EASEMENT CYEANO'/Y -.. PRNA7EDRNNAGF AAR SINE? EDIT 7E INTO CATCH BASIN 49 EX 18 "O/P E 17143 TRACT "A" MATER COURSE c8 37 12 ".9 1EAeYAlE SEND? ESN, 10'PRNAIE LWNNALTEMT LIM&E 1 .94 158.59 72 NE), 14524 (12 13044 (36 NIL) 145.22 131.72 (36NW), 131.77 (36 SE) 144.61 14067 (OVERFLOW ELEV), 13461 (72NIV), 130.31 (8 NE OUT), 131.96 (36 SE) WET VAULT #3 14006 (N ACCESS) 74263 (MIDDLE ACCESS) 144.07 (5 ACCESS) 13:.97 156. 2 72 SWY, 13672 (12 NE) 20' PUBUC U7L/JY/ PEDES7R /AN EASEMENT PHIECI94N ASV Pb9L/C VIER" EASfI /5Yr 5' mar,/ CS OT/V1YEASEMENT 10' WALK /CURB UTILITY EASEMENT E.Y R07CERY EX. GUY POLE EX. CONC MALL NOTE.• AS-811/LT INFORMATION /S AS OF 830/99. APWHOLE LIDS AND DRAINAGE ACCESS LIDS IN PARENT ARC" 41/ ATP. RIM ELE/A77ONS MAY CHANGE AFTER FINAL LAYER L" ASPHALT PAVEMENT HAS BEEN APPLIED. MATER COURSE 42 AROI MATER COURSE 14452 138.77 12NE213577 (12 SE), 135.74 129 7 12 SW 129.74(12E) 13124 (8 - SW) 121.73 11961 (12 119.55 (12 NE) 160. 1 4 162.14 25 \ PP M/ LUMINA /RE CONE MILK GRAVEL PPL M/ BASA'EEALL HOOP ES ROCKERY CONC. OR /YE ORAVR OR/ CONC WA. PLANTER BOX ES ROCKERY � h ASPH GRA YEL ORLYE CB RE 9332 /E 8974 (752 88.94(24) 5f O0 GRA L 4 ° R /OG /D PERFORATED PIPE 0 RT18112 LE 16507(12'515 /E 164&3(72'NO GRAVEL DRIVE ES CONE MALL ES GUY POLE t SOUTHGATE PARK i EDGE OF EX ASPHALT PLOTTED TO EAST OAS -szt, ` \ o / / \ I eX \ \ \. \ \ \ \ \ \ B /OF /L Tk'. T1ON SWALE SEED MIX \,,,,\ i2��� Rip FESCUE z,IFA ,. x/ iw,Y ZO9BWVAOAAP LR \ i RUNE 35 SO 92 \ \ \ \ \ \ AO4V5775 ALBA 35 L2 LW \ SS /EACO YAMS L \ \ ALELFOONGS APA7EAm6' X 90 OV \ \ 1 \ 1 1' ' 726 NOTE. EX. CAS LOCATED I ON WEST EDGE OF PAVE - I MEW EDGE OF EX„ ASPHALT ' '' I L J EDGE OF ASPHALT APPLY 719S WREN ATARA7EarS /Aa NIT/1AtallONAL SRIVS - OP MAWS SOO/ AS BOLL ROSH Owns AC//77.4 RWOMES YALVLN OP (� Q gsEAWL^ 99IE ROSH atEraiNaS SZUAAY.' (CAR EY O9WPT4,; OP O711075 AS RECLINED BY 77E C/7Y. MANSE MAWS SUCH AS CA7TAC (77PRA LAWEVJM,Z RED CANARY MASS ()MUMS ARIN fIYAL Ai7D PLNIPZE LOOSERRFE (L}7/i LIV SALT N4) SMALL NOT BEIIS'D Lf VER ANY CPL' /Y6TAM1''S SPEC /F/CAT/ONS ALL NARK SHALL BE IN CONFORMANCE MIN MS DOT (APMA) STANDARD PLANS AND .S'EURCARONS Fa? ROAD. BRIDGE AND NUN /OPAL CONSTRUCTION AND LYTY OF WA A STOP Al ORA/NAGE STANDA/OS CATCH BASINS .STALL BE TYPE 1 UNLESS OITERN95c N.E2 TYPE N CATCH BASINS SHALL BE 54-/NOT DIA ALL TYPE // CATCH BASINS SHALL HALE LAVOORS ANO SAFETY STEPS DRA /NAOE PIPE SHALL BE ROL EPIYLENT SMOOTH MALL /NT_T YOR (N -12 BY ADS 0,4 EQUAL) UNLESS O7/ERMSE NOTE, PY PPE SHALL BE ASA / 0 -3034 508 35 CNP SMALL BE ALULIWIIM, 16 LAUEC UNLESS OLNEFNISE NOTED CATCH BASIN MILES .SMALL R YANm GRATES IRV! ?WU -CURB FRAME FOR VERITCAL LYIRBS ME /WO COUNT YDIYG NO 2 -017, SHT C -187 OR ROLLED CURE FRAME AND GRA/F (SEE KING COUNTY DAV NO 2 -024 SHT C -1BJ, AS APPROPR,ATF CURS FRAME AND GRATE (SEE K/NG COUNTY DNS' NO 2 -D20, SHT C -182 AS APPRO..A1E \ I NA TOY UNE I EDGE OP ES ASPHALT (ABANOLWEDJ E24121 E2151/ 12500 "N �f Q � �VI 124400 i 123% A I r I NORTH GRAPHIC SCALE EDGE OF EX ASPHAL (ABANDONED) 0 20 40 80 =40' NOTE ME FOLLOIHNG CBS ARE ACCESS OR ✓UNCTION STRUCTURES, NOT INLETS, AND HAVE SOLID COVERS. 5 18 18A, 185,, 24A, 29, 29A, 3O 45 40A, 42, 46 EX/S7NG ROAD /DE DITCH // 31A I 315 310(TYPE O) 32 33 34 35 36 37 37A 3B 39 40 40A REMOVE 15450 15355 156.00 151.62 148.69 150.33 14245 176.53 171.21 15557 152.69 15267 15310 \ \ 41 151.72 0 \ \ 42(TYP U) \145.49 \ 0 HE 43(TYP //) 106.26 44 22064 46 130.06 sm (s2Y) \ 14�31(i2 i r L C4 -R'' _. CATCH BASIN DATA (ALa% a OF 8 1377H PLACES a.7 A' 70 FACE OF CURB WY C/AffiS ARE PRE NV ANY EZEY AWRY EZEL 1 222.38 215.33 (8N) 2 21848 21548 (8°N,S) 3 21200 21067 (8°S), 21052 (8N) 4 20475 20010 (ES, 20005 (85) 5 18613 781.22 (55,2 18013 (1251ff) 181.02 (125E) 6 18969 18609 (f2E) 7 17477 171.73 (12 SWJ 17166 (125E) 8 17443 171. 40 (8 NW) 9 17463 171.72 (8 SE) 10 18896 18354 (12-0 11 18010 175.79 (12 - KY), 17569 (12 SE) 12 179.30 17541 (12 SE), 17533 (12 NK;SW) 13 188.38 18442 (12 NWJ 14 18320 176.84 (12 SE,NE) 15 17785 17411 (1254!), 17409 (12 SE) 16 176.81 173:55 (12NW), 17336 (125E) 17 17455 17050 (8 18 17497 17004 OVERFLOW ELEV), 17000 (85W 16789 8 SE), 76067(36 NW, SW,SE),, 160.67(8 OL'T 18A 17545 166.45 (8 SW), 165.95 (12 NW), 16065 (.6SW,SE,NEJ 16054(8NE OUT) 185 176.95 17224 (12 SWJ 16065 (36 7SE) 74 (12 - MV) 0 0 S o 137TH STRE 12 -/MC/ CULVERT (MARX EX WIER7SJ 12 SO 15280 (125K) 151.80 (12E) 1500(12°'S) 1455 (12 EX /STINT) 14749 (125w) 14574 (12 14554 (125) 14531 (125w) C8,35 RIM 17374(12E)' 166.58. (12 166.31 (120V), 16626 (12 E) 168.10 (12 15737 (12'Y), 15727 (12E) 149.39 (12SW) 14914 (12 NW) 15043 (OVERFLOW ELEV), 14093 (85E OUT), 14082 (36 SE, SW) 14860 (12 SE 8 14145 14135 (36 148.68 (8 SW) 13.985 (17E2 13977 (8 S) 13815 (8 SW), 13807 (15N) 10316 (1.2';5119, 10100 05 10291 (15 NW 21785 (W) 166.72 (850 12817 (15 SE), 12808 (T,5NW) WATER COURSE anon - �` SEP 12 2001 pg NOTED EDGE OF ES ASPHAL L DCPPRES 3 -15 -00 AN ALLEGRE ENTERPRISE EVERETT PHONE: 334 -5019 SEATI E PNANE 743 -61. et PLANNED RESIDENTIAL DEVELOPMENT REGEIF° I DEVELOPMENT CITY OF T FOSTERVIEW ESTATES SEP ° s AD PERMIT DUJARDIN ., DEVELOPMENT COMPANY , z u Q z �-4 -J a- c W NT A3Yi11E SEiER ESMT MIS7/d q AM /tete ULY/lrEA EGIB T 5' 077L/TY EASEMENT NAND U7R/7Y AST 1i0G7 /M/ 10 C##7 TRACT = " 5' 1/7117Y EASEMENT Any EIWE9? NOTE AS—BOLT INFORMATION /3 AS OF 9/30/99. MANHOLE LIDS IN PAVEMENT ARE IN All. RIM £LEVAAONS MAY CHANGE AFTER F/NAL LAYER OF ASPHALT PAVEMENT HAS BEEN APPLIED. MI 27 1#47.9 7 RRYA7E.E71t? & ORAJIMDEESMT NOM. SEE SHTS C -15 it C -16 FOR . PR r/LES TRACT "A' SOUTHGATE PARK KE)STpvE WALL EX SAN MH -30 RE 7877 /E 787.6 ALL MANHOLES SHALL CHANNELED 10 DE CRONY Cr 7)E &MEWS EX SAN MH /9-31 RE 2084 /E 2022 (8 N. S & N) 620E LE EX ASPHALT SPEC /F/CAIIONS ALL RORK . VALL 1E MV COWDEYAA11'" WD? Mme' DOT (AP") STANDARD PLANS' AND SWCFiC4110AS FCR Ra44 BRIDLE AAV ARNI2PAL CatElAGC1AH( Q7T CT 7UENYLA PUB//C OWNS MAW Q7KS71iVC110V AAA DEIELa°MflYT STANDARDS AND kW M.E S£MER A5'7R@CT STAAf7AR7 . 'AXONS NAAMYLYES SMALL BE 40- VGY7 aA(E7ER TYPE 1 WMH ELY.OY1RC COA ES 7t/£ ATAARIM• 1.27011 or NE RISER MOW 77,E GYVE SiYALL 0' 24 /NOME$ /NLYUD/NG MOE M(4 AAD LITTER BASE',SECNOY $MALL CONE4IV A PREFABA A1ID CONCRETE LYIANNEZ »47E1 GLASS ..241. 7160 PLAS77C LNVP Br GL/ LINER LID OR EQUAL THE /NIERT Cr ME 001217 SEMEJP SMALL BE A A/AGMR/M Cr at FEET BELOW PE /NLYMONG+ AVIERT E7_EVA110NS ALL MANNOCES SMALL HALE LAMISYS AAl7 SAFETY STEPS SEW? AFT SHALL BE Pif., ASP./ D -.7034 mar .# EX. SAN MH /9 -32 RE 237.1 /E 230.1 EX. SAN MH /10-12 RE 10845 IT 10090 (8° /N S) EX ROCXERy IT 10024 (8 OUT N) EX CCNO WALL T NORTH GRAPHIC SCALE 0 20 40 80 1 " =40' P /PE OA TA MH NO j /MN NO. S /OPF 1 2 955X 2 EX 1271X 3 4 6.519 4 5 1949 5 6 1.739 6 7 2672 7 11 103OX 8 19 7035X 79 9 8.84X 9 - 10 5.35X 10 If 11.98X 11 12 14.95X 12 73 8.66X 13 74 529X 14 15 724X 15 18 152OX 76 17 5.45X 17 15 2249 18 EX 74.46X 20 79 1513X CO (LOT 32) 20 122X E 1461 - 37 — 13757 STREET /E 134.1 (8 IF 1238 (8 OUT) EX SAN MH /10 -32 RE 14.586 IT 14211 (8 N) /6 141.45 (8° S) /E 747.35 (8 E) I' r CURSE EDGE HEX ASPHALT EX SAN MH /10-33 %!INHOLE OA TA NH NO RIM E /E✓ INVERT ELEV 7 776.92 171.69 2 165.99 15977 15935 3 1 18447 4 8330 17304 17287 5 3 17909 1 17129 17119 6 (177.58 ( 16963 16953 7 t77479f 76696 16672 8 189_93 181.20 9 17a70 17042 77013 10 77227 76172 76342 11 ( 768.67) 15922 (FROM MH 7) 75922 (FROM MH 10) 75672 (OUT) 12 7 15793 S 14790 14745 13) 15345 1 14295 14265 14 144.68 C 13548 13515 15 ( 136.60 1 73190 -(FROM NH 14) 131.77 (FROM NH 77) 73141 (OUT) 16 15738 14673 77 740 13547 13532 18 12090 111.50 110.95 19 786 09 775.63 (FROM MH 20) 17554 (FROM MH 8) 17514 (OUT) 20 20618 19755 EX SAN MH /70 -31 RAW EXPIRES 3 -15-00 z < U) C W ~ LU LiJ _ J El CO W 1_ (/) (/) 0 Q L.L PLANNED RESIDENTIAL DEVELOPMENT cIn FEn°;: FOSTERVIEW ESTATES SEP - 8 2 00C — 1 2 DUJARDIN ;; DEVELOPMENT COMPANY P`R"ITCENT' AN ALLEGRE ENTERPRISE EVEPETT PHONE 334 -5018 STATRE PHONE 743 -6110 IP?YS7WILMI I(7E1116t1YILt4 La JAVT 70 MARTIAN 07 OF AO7E DEFZECTMAN/AN MAX a. 25' PDT JOINT AS AEA 70 LOCATE MAMMON AS /Atat AMA) ON PLANS TRACT 'B" Rau- K 5' WALX/7170/7Y EASEVEN T {PA COUPSE \ . \\ , -2�S o \ ASSET (31EE MD0/25AETAL 1J) 1 \ W VCREEBOODIX \ \ \ \ \\ \ \ \ \ \ 1- 6'xr,fE(AUx4 \ 1- 6' am - New (FZ 1 - 8' 547 K(L)E x 1 - 8'X 6'1621.415? /14) 1 - /mar Angier (57.J'ARN) CLACK %E&D6A7w; EDGE Or EX ASPHALT -- W S. 137TH S ASTAIL NET P?VSTAMKN mo d' w giE NT C -14 A'7ZECT 047ZRAMN AS Ram .2r MAX PR. T ti 4? cav r BOO 7rB x I - 6'x 6' 7EE (AU x Fi,1 , - B' SAE NM)E(IR/xIL) 1 - B'CAE MLLE !6/x AAI) ONCE EBOCRIIO 1 - B'x 6' EVA/ /Z) 1 - 6' 547E NM' x1141 ANODE EX MAEWTMD ATOLL AEWMD MOO RPM '0575'lliff) 1- rxr 71 111/x71;1 1- 6' WE mew H x 16 1- e'Pun 2 67.648 9S7S/37 bAV 1224 1- M ONT AMBIT (B4'A5 J (SEE N 41250E7RA 3 - 1W STANDARD NOTES 1. API4OAAM7E LOCATIMS Q - ESSTAVG A/771/77ES HAW BETE 011 4 %W MOM AYACASE RECLAIMS AAW ARE SHORN RA? CDN 7HE CaN1RACTOR SHALL BE RESINS/01E MR LERII7CA770N OF LLCA170N S s my AAW FAY DL%Y IE'RY OF POSE AAG'1XAHAL 1/71149ASS NOT SHORN SO AS 10 AL 4'D DAMAGE a4 LAWUPBANGE NE Ci1N7RACTOR SHALL CONTACT 77E UDURES DADERDROZAD LOC 770E CENTER (1 -800- 424 - 5555) PAD? 10 CLAW/MOAN DE OMER aY HS REPR£.SENTAAL£ SHALL BE CA1/TAC7E9 AAA U17 /7Y CONAZOTEIZSTS 2 C N7RAC7AR SHALL NOSY LYSIR/CT ENYMEN A ASI AIPIW OF 48 MGRS AN ADVANCE ALL RETXA'STS FLW'STAA7N5 7ES77N5 aP A :PECRON Z CONTRACTOR 1S RES aITELE FAR CGAINIX AT 1IA/E OF STAKASG 4 CON/RACTAP SHALL new / & ° LIRAN MYS FAY APPROVAL MERE REOLOP D BY 771E DETAIL SPECIF1CA7h71KS AAW FAR VARUI70W FROM NE EAMIIEE/PY AMOK CaN7RACTOB WALL INSTALL EQAPYENT AN ACCORDAACE MIH MANUFACTi WER RECOMMFNOA110115 RD 0125 .9.FO CAAA1{'i AAW CITY Cr 1UKRLA STA/VARD. 8 CaN7RACTOR SHALL FURNISH ALL A/A1ER/ALS 7. ALL WITEi?A/A/N PIE SHALL BE DLCIXE NOV - CLASS 5. PL&'- W .ZAWT aY MECHANICAL .AaWT, C'.aEVT - -L4WD (DNS AN..4) EX7ERaPP G12Aiw wm' COAL TAR VAR is AILSTALLARaN 70 BE AV AC ORDAN E MW MAMA'ACTUAPE T AEAa1 TWANONS ALL f77)AtGS SL4LL BE CAST NOV AND SHALL CONFORM 7V APPLICABLE PDV7770AT pr AA51 STAAWAW A21.14 A21.11, 6152 B1.54 AND A2253 MIN A A/AV /ASV PRESSURE RA11IE OF 150 PS AAW WU BE CSAIENr -AVER. 8 ALL OA7E VAL lfS 70 BE Amuse ALL HYDRANTS 10 BE AR/E/SE)P. 9. LYIT -NS AAW L/LE TAPS 70 BE MADE BY RD 025 SZ(AEAWR NT, EV12916MR AAQD an- Q. RAYMIYA ASPEC7AR MUST BE AO77R177 4B MINS IN ADVANCE la CAST /RON AECHAN/CAL .XAWT SLtEI£ GYX/PLHhCS INDLO4ELA 11. TAPPING MIMES SHALL BE A/DILLE? CAST /ROS] JCA/ EPDXY COATED STEEL. aR ROVAC SST WW STAINLESS S7EEZ RANGE 12 CON7RACIAR /S RES NSBLA Fa? PER/FY/NO ALL EA7STh V PPE APES AND S72ES FAR COM.LINCS C NVECRWS CL/T- -A15y ANW L1l£ TAPS 1S 3 1/1` F7OT A/IAi7/UA/ C M?? OLD? ALL WA7ERMA/N PIPES 14 DEI£LGI°ER Zia PAY FOR STAX GYVAV1Y AND CITY FNS ECI,L'W FEZ'S 15 ALL METER LOCARGAIS 1O BE Ca3PA/NAIED 141771 MA7D7 AWN/CT 0723 WE7 'T. 18 ALL EAZS7AG FIRE H)ZWAN7S AND MAAT 70 BE OPERATIONAL PRIOR R1 CaNADVCEVEVT OF L:GWS71?1/C770N. 12 NO CHANGES ARE 70 8£ WALE WNW IMP/T7EN APPROVAL BY 771E RD 0125 SUPEMW7EN9- ENT aR Di5lR,GT AWNS? AND THE QTY OF IURAIELA PUBLX' WRNS EhGINS7e. 18 REFER 70 16' 0125 CONLAWAT AND STAAWARDSy AND TO NE CITY L1' 17.5111,4 STANDARD SPE?/ ICA11aVS Fa? ALL A'EMAINAG /V0713' AAW DIETAOS 10 P/POl10E" 3/4' SE74MCE LAVE AAW TAP C?AKECRONS fa? EACH E11577N ' MA7El AEIER. 20 MA47VUA/ ALLOWABLE OPEN MVO/ I/ SHALL BE 60 FTET. 21. S7AaY PILES' SHALL EE CLAIMED DURING ALL PERM'S a' /TA7XN 22 MODIFIED FWGC721/7 C MPAC7XW AND Na'S11APE CON7ROZ TEST REOMDIED AAW GRATES OF 7FST MAORIS .SY641777E0 Ra THE WS7AiL'T E7VOIAE F. ALL LOVPAC1XW team PA/ED AND TRAFFIC AREAS SHALL BE S5; AGA/MLW GENT/7Y M29D7ED PR CIGW PER ASA D -1557. ALL O7FEiR AREAS 70 BE P0O MA.tl7RAV DENSITY AA?D/17ES ARLCIAP. 23 ALL VA L L ESy F 1 HYDRANTS AND BERMS 1 O 77 11 M E7ER 570P 127 BE A N C L L IDED AS PART a' ALL PRESSURE AND PIIRVTY TESTS NO EXCE.W NS 24. TRAFFIC CWPAZ SHALL BE ACCLAPDANL'E Mill CITY a' 7Z6YIMLA REOQ 'AE EN7S 25 ALL PIPE AND .4 l?7EHAN{' S' 70 BE 7E3'7E9 70 WARN 10 FEET Cr ANY CONSEC770N PO/N75 UNLESS O7FIERRCSE APPRO6fD BY ENGWEER 28 CONCRETE NRIAST BLOC 7A(Q SHALL BE PPONDED AT ALL BESD.5 712-5 VAL D S aW Oil/ER AP°I/R7E7VAACES 1111E77E AV?EVIAL FARCE'S REWIRE RE377PAWT BLOCKING SHALL BE AN ACCORDANCE #771 RD 0125 STANDARDS 2Z lY 7E377NG ANO D/SNFZZ77GIV OF 7771E WA)E7? SYSTEM/ SHALL BE M17NESSST BY MED ALL REMDIED H)DRA1 S SHALL B La 7D DLE 1147E? A5712CT YARD BY ME c&/1RACTOR 1- B'x4'7E€ QaviECT 4 W RT AEW B' W - 4' AS' VETT ADIOS ALZOCAM EX 4' YALW mcE of C.7E ' w EX ASPHALT 4 . W(CF 1 - B'x 6'7EF(M../XFL) 1 - DS' CAM- VAL DE AS'aWIE EX MD ADID ATTALL hEWHYDBMW B(LA 157- Rao CaM1CWE7E & L'AN CONCRETE OR/ � \\ CONCRETE WALL I \CONCR WALK CONCRETE STEPS CONCRETE ERIE MIME EL BOO MATT Et 6'lY II/ REP8'M' 1 -8'x AIxR) 1 6' CAE 76YIE(R x A6/) 1 - MAW AS2751Y(1iS'NV 0AIDI EBDOA1TG c �of» 30/4 CRAPH /C SCALE 0 20 40 T ° = 40' 80 AN ALLEGRE ENTERPRISE / n, ` WIRES 3 -15 -00 PLANNED RESIDENTIAL DEVELOPMENT e,NNT, FOSTERVIEW ESTATES SEP - 8 Z000 C - 1 1 3 DUJARDIN DEVELOPMENT GOMPANYPER"T"NTER EVERETT PHONE 336 -5016 SEATTLE PHONE 763 -6160 96152.00 r rn :•n:n► 9 1 ��I��!!e!!� .IU 1.1� ■ ■!!!!Ills :1 a�,i�l,�s mos _ ---- =-� z Side Elevation Side Elevation Garage 18'5'x25' 0" DUJARDIN PLAN #1843A Rear Elevation Ta0 Oa 30 FOSTERVIEW ESTATES 32' - ©D o0 Storage Office il'0 "x9'9" ©corrm■Kr tortzumeo WORK Lower Floor Plan Main Floor Plan SQUARE FOOTAGE DRAWING INDEX MAIN FLOOR 835 SF AL CODE NOTES UPPER FLOOR 854 SF All FOUNDATION & BASEMENT 162 SF LOWER FLOOR PLAN TOTAL 1849 SF A2.2 MAIN FLOOR FRAMING s3 MAIN FLOOR PLAN GARAGE 637 SF A4. UPPER FLOOR FRAMING DECK / PATIO 192 SF A5. UPPER FLOOR PLAN SQUARE FOOTAGE 15 MEASURED TO THE A6. UPPER ROOF FRAMING OUTSIDE ONCE IN S °a . OREN A7. ELEVATIONS & NOT BELOW INCLUDED IN CALCULATIONS_ GARAC S BUILDING SECTIONS El M. Bdrm. 17'0"x13'1" Di. STANDARD DETAILS D2. STANDARD DETAILS SL LATERAL DETAILS S2. LATERAL DETAILS Si LATERAL WALL SCHEDULE Bdrm. #2 13'11"x11'0" ©cowwoxr uNpueuswe weak KAPPL6i ANCNIEC S P8 Upper Floor Plan ftECEiVEO r1TY (�FTt iv;ni� n SEP - 8 200 PERMIT CENTER c JOB NO. 9908323 BASE PLN B200 -073 SHEET COVER SHEET 99083.23 e A l SHEET -1 Kappler Pa Architects, P 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641-5320 *Fax (425) 641-5318 ST A NDARD CODE NOTES Date Dascription D9 _AEGISTEAER AGAI,ECT --r �' wel„ n - of WASHINGTON 1 ___.,,,...."---1 : THIS SHE HAS EIEEN PREPARED FOR SING FAMILY HOUSIN TY NE V NONRAT CONSTRUCTION. 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Q' -5 12' 0 0 ( FP -I ) ( p -13 1( t / /�} E PAN E1 r ( P6) (P11) h l ( P -2) Ark E t J J JJ — ( FP -10) ( F 11 3 Office CARPET ��SRM I60A00NID -BOOR- ( 2 DI I6' -3' C 1 1 _2 `2 - I _ _ _ L � v l 5 V2 STEP w/ I _ �t�% ( yy��DECK L �( O ---- -�-- -y 16.-5' A`— 1 1� 12' -5 I2' �i a00 3 0 \ \ Aft Murk larvr Dl CRAWL SPACE VENTS I. CRAWL SPACE AREA 0 SF 2. CRAWL SPACE AREA / 150 = 0 SF OF VENT AREA REQUIRED 3. TYPICAL VENT SIZE = 14,3,15 (15 %'.. EFFICIENCY) _ .585F PER VENT NET FREE AREA 4. VENT AREA / 58 = 0 VENTS REQUIRED. 5, 0 VENTS SHOWN (SEE PLAN FOR LOCATION) 6. 0 VENTS x 58 =. 0 SF OF VENT AREA PROVIDED. 1, VENTS SHALL BE COVERED WITH CORROSrON RESISTANT WIRE MESH WITH OPENINGS OF I/4' MAX - 8 VENTS LOCATED IN RIM JOIST MUST BE PERMANENTLY BAFFLED. WSEC 502.1.4.1 I I2 32'-0' SYMBOLS AND LEGEND Er FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CFM MIN. - KITCHEN 600 CR1 MIN. - WHOI-£ HOUSE FAN 100 CFM MIN. FTOS ® WHOLE HOUSE EXHAUST FAN. CONNECTED A 24 HOUR TIMER - 100 CFM MIN., VTO QT THERMOSTAT a 50' ABOVE FLOOR O' 110v SMOIC DETECTOR PER UBC LW, BATTERY BACKUP INTERCONNECTED 24 HOUR TAR TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET Al FURN A. PROVIDE 5' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW. DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER NEATER TO FRAMING AT TOP AND BOTTOM, PER UPC SECTION 6085 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. FOUNDATION /LOWER FLOOR PLAN Sale E4'.I' -0' VFW FP -I T.O.C. AT 5 BELOW MF \ DI NOTE- SITE SPECIFIC FOUBJATIGN PLAN TO BE INCLUDED WITH EACH LOT SPECIFIC FER11T PACKAGE (SEE SITE PLANA FOR SITE SPECIFIC STAIR CONSTMICTIQI SEE SITE FLAN 4 SHEET 04. I GENERAL FRAMING NOTES I I FOUNDATION KEYNOTES I ( FP -I FP -2 ( FP -3 ( FP -9 ) ( Fp 10 ELECTRICAL SERVICE: i ) PROVIDE CU 2 12' SCHEDULE SE PVC (FM -il ) ( 4'-12) (FP - (FP-141 (FP -i5 ) (FM -11 ( FM -19 (FP -20 ) (FP -22 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS, 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3, SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL. PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF, TRUSS PLAN SHOWN IS FOR GENERAL LAYOUT ONLY SEE DIV 6100 SHEET A -I - TRUSS LOADING' SEE DIV. 0I0001A SWEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5- ROOF FRAMING SPACING, 24' arc- UND- 6 -ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4. VERIFY. U. ROOF TAIL AND RAKE OVERHANG. PER ROOF PLATE o. ALL HEADERS ARE 4x10 DF 2 UNA. PROVIDE CIA TRIMMER 5 T UD UP TO 4' -0' SPAN AND /2) TRIMMER STUDS OVER 4' -0' UN.O. SEE DIV. 05100 SHEET A -I CONCRETE STEM WALL 8' WIDE WITH MI, 15'x1 FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV- 3 SHEET A -I CONCRETE STEM WALL 6' WIDE WITH MIN. 12'x6' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV.3 SHEET A -I CONCRETE SLAB ON GRADE SHALL BE 4' THICK STEEL TROWELED FINISH, W/ 6x6 WI-4xW1.4 UALF ON 4' GRANULAR FILL. SLOPE 2' TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE Div. 3 SHEET A -1 6x6 POST ON CB66. I' ABOVE SLAB ON 36•x36'48' MAT FOOTING ON SOLID SUBSTRATE W /C4) 4 4 BAR EACH WAY. SEE DIV. 3SHEET A -I CRAWL SPACE VENT. SEE CALCULATION BELOW. SEE Div- I SHEET A -1 ALL CRIPPLE WALLS ARE 2x6 OR 3x4 a IS' c.c. .0. 1 MIN STUD LENGTH PER UBC SEE DIV. 6 SHEET A -I 4x10 BEAM LINE. MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE DIV. 6 SHEET A -I 4x4 POST (SCAB POST AND BEAM WITH 2x4) ON 90• FELT ON MAT FOOTING UN.O PROVIDE 4x6 POST IT BEAM SPLICE A POSITIVE CON - NECTION FROM POST TO FOOTING- PER DETAIL 16/DI. SEE Div. 6 SHEET A -I 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE. SEE Div. 1 SHEET A -1 CONDUIT FOR ELECTRICAL SERVICE AND (U 5/8'x20' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE. Div. IS AND VERIFY W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, HVAC, ETC. AS REQUIRED 18'x24' CRAWL SPACE ACCESS. INSULATE AND .ATHER STRIP. SEE DIV- 010022 SHEET A -122 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST. 24'X24'51' MAT FOOTING ON SOLID SUBSTRATE W/ (2) •4 BAR EACH WAY OR 12' STRIP FOOTING PER DETAIL 16/DI 30'530'X7' MAT FOOTING ON SOLID SUBSTRATE W/ (2) •A BAR EACH. WAY OR IS STRIP FOOTING PER DETAIL 16/DI. i FP - 16) 36'X36'512' MAT FOOTING ON SOLID SUBSTRATE W/ (2).•4 BAR EACH WAY ETUB STEEL IT INTO SLAB c ':2'55 ( FP-1,1 FLOOR JOIST SEE DIv. 6 SHEET A -I 4x8 BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 SHEET A -I PROVIDE SOLID BLOCKING THR1 JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE DIV. 6 54-EET A-I ( FP -2I) MIN. i' CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MIN 18' BELOW SURROUNDING GRADE FP -231 3' DIAMETER STEEL POST 1^ - -24 EDGE OF CONCRETE SYMBOLS & LEGEND ev POINT LOAD FROM ABOVE W/ LOADING • POINT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOWN W/ LOADING POINT LOAD FROM ABOVE HANGAR POINT LOAD TRANSFERED BY KICKER ▪ HOB DOSE WITH. SIZE DESIGNATION ti � vE RTICAL STRAP WITH SIZE DESIGNATION Q TO BE USED ON FLOOR BELOW STxx _ Nop,onrrAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER 1, XTENT OF SHEAR WALL TYPE OF SHEAR WALL t — WALL ABOVE EA WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE S SEP - 8 2000 PERMIT CENTER TRL SHEET 99083.23 0 -+ 00 7 <T 7 C D CCL � C x U- 0 O iS CU 7 i CO y (J 05 4 - � JOB Na : 9538323 BASE PLN B200-073 A2.1 1 MAIN FLOOR FRAMING PLAN I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES I ( ( F -1 ) ) F -3 F -4 ( F -5 ) ( F -6 ) ) F -8 ) ( F -9 ) ( F -10 F -11 ) F -13 ) F-14 F -I5 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3- SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF- TRUSS PLAN SHOWN IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -I - TRUSS LOADING SEE DIV. 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' on. UN.O. 6, ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2,<4. VERIFY_ S. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. E ALL HEADERS ARE 4x10 DE UN.O. PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UNO. SEE DIV. 06100 SHEET A -1 BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR -IVAC DUCTING. SEE DIV.'S 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 WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP Cif BEAM EXTENDS UP ABOVE JOISTS TOP OF REAM 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 DWG. SEE DIV. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE 1-IEIG14T PRESSURE BLOCKING SEE DIV. 06100 SHEEP A -1 FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS r = I TOP OF BM EA FLUSH W/ TOP OF JOIST AND BEAM - 2 ) EXTENDS DOUR 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 2x6 CEILING JOISTS s 24 OC CiTi SEP 12 2001 SYMBOLS & LEGEND k , POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE U/ LOADING 0 POINT LOAD TRANS,RING DOWN Q" POINT LOAD TRANSFERINCs DOWN Ur LOADitJG- SL Q HATkER POINT LOAD TRANSFERED BY KICKER 1 S, HOLD DOWN WITH SIZE DESIGNATION VERTICAL STR WITH SIZE DESIGNATION TO BE USED ON AP FLOOR BELOW ST W _ HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITS INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL 450VE r...:- :::...:,,._1 WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING 4WhNE CALCULATIONS ARE NOT PROVIDED IN THESE SRO II ar SEP -8200 FE.IT CENTER Co TITLE JOB NQ : 9908323. BASE PLN 8200 -073 SHEET A2.2 9908323 / / IT-3 " -1 j 13 1/2 5' - 0' / 8' - V2'. . '-0• / 6' -1 F2' ,, T - 6 • Patio co.. F - 9 - t BOX CUT FOR B- (P -f9 40-40 506I056D C 1050 1 OE ' -1 � DW �I I 8'D14. GOGtl1 HALF WATT I 1 Nook VINYL Kitchen VINYL (P -I2 Family E ( P -6 c r �FER 12 1 DESK 2. &ALL i AR D2 1; -- I DNQR J 2x6 WALL \ ,, a+ a TO BOTTOM OF STAIR �\ ,7 ,: — ,,. ,--6 POST /, I 1 0 N. 2x6 HALF WALL UP I. -. -- I W `ai i/ E .� F'�ISTAL \ / ,,,/;c4 i c.HDWD v ( P -I2 I I t� I Gill ,. BR 1 I l P P-. j 2 312 11'/ 3' -0' Dining CARPET 3 9 ' 3' - 1' -21 I I 24 .._.��• -� 1 v m 2 I, 2 T'1 i'r 3 ° -Fk --, 2 -11' ...ffffiiii"'' .f O. .T 1 1 { ( P - 1 2 ) 1 C 3. m 1 HIDWD ` / a.T WALL t FRCP 2A I _ _ DOORS N OPT. D. \ t , -12,\ -- 1 6050 I 6 12' { :__ ( P 4 ! I 6 I/4' 4' -l0 L'4 I .. I ' - _ C , Covered • Milli" Landing Porch CONC. WOOD DE .k ,-, f 4 12 4 12'2 1 I 1 (P -16 ( - 7 IT -3' IS , P' -9' / 3T-0. ...TTT .i / 9' GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL % OF GLAZING 1843 SF 220.33 SF 11.8 S SF. 15 CALCULATED USING THE REQUIREMENTS SET FORTH IN THE WASNINGTION STATE ENERGY CODE. REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY OF PERFORMANCE COMPLIANCE IX XOO�3O 1 4 SYMBOLS AND LEGEND ❑F FAN- DIRECT VENT TO OUTSIDE - 53ATHRO0 50 CFM MIN. - KITCHEN 100 CFM MIN, -U' HOLE HOUSE FAN 100 C0'1 MIN. VTOS M WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFM MIN. VI'O MECHANICAL, PLUMBING, AND ELECTRICAL STSTEM FOR UNITS: PER DIY. 15,16 SEE SHEE; Al FUR4 A. PROVIDE 6' DIAMETER FRESH 41R INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE QT T1-F,RMOSTAT 6 50' ABOVE FLOOR WITH MOTORIZED FLOW DAMPERS_ B. PROVIDE THERMAL EXPANSION TANK AT WATER '0 110v SMOKE DETECTOR PER USG HEATER WITH BATTERY BACKUP INTERCONNECTED C. STRAP WATER NEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SECTION 6083 24 HOUR TIMER TO WHOLE HOUSE FAN D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. MAIN FLOOR PLAN Scale 1/4 -0• I GENERAL PLAN NOTES ( P -I ( P -2 1 P -3 ) ( -4 ) ( P -5 ( P - ( -B ) ( P -9 ( - P_Il ( P -12 , ( P -13 ( P - 1A ( P - Pi I P -16 E P -r ) 36• GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. B VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE Di, 15 SWEET A - PLAN SHELF U. P ER AND LOWER LINEN CABINETS SOFFIT AA ` INTEGRATED MAKE UP AIR C.P0, O Q ( P -24 ( 2x6 STUDS W/ R -I9 INSULATION MIN . 1510 sE ( P -I5) P -I9( (P - 20) ( P -21 ( P -22 ( ( P - 23 SEE 'COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAILITT INFORMATION SEE Div IT SHEET A - 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV B SHEET A-I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SWEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. FLOOR PLAN KEY NOTES OCCUPANCY SEPARATION: APPLY /I) LAYER 5 /S TYPE 'X' G1UB. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY C2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE Div. 010025 SHEET A-1 13B• MIN_ SOLID CORE DOOR WITH SELF CLOSER. TO BE TOUT FITTING SEE DI, 010023 SWEET A -I STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 A. HEADROOM MIN. 5' -8', WIDTH MIN. 3' -0'. B. TREADS 10' MIN DEPTH, RISERS V MAX. HT_ C. HANDRAIL .MIN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL 1 I2' MIN. TO 2' MAX CROSS SECTION DIMENSION AND 112' MIN. CLEAR FROM WALL, RETURN RAIL ENDS_ D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALLCS) E COVER USABLE'. SPACE UNDER STAIR W/ 5/8' TYPE •X' GIUB. (2) LAYERS a CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DIV. 01002.6 SHEET A -I. SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN IS OF FLOOR B. WINDOWS WITHIN A 24' ARC 'OFDOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E WITHIN STAIRWELLS F. WITHIN V OF TOP OR BOTTOM OF STAIRS SEE DIV. 05500 SHEET A -I EGRESS WINDOW PER UBC, SECTION 3108 SEE DI, 00600 SWEET A -1 IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE IF MIN, ABOVE TOP OF SLAB. SEE DIV. 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO TO' ABOVE DRAIN INLETS. SEE DIv_ 09250 SHEET A -1 (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. S MAX RISER WITH 10' MIN. RUN IF MORE THAN C3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I IS x24 ERASE SPACE ACCESS. INSULATE AND IIRATHER STRIP. SEE Div. 01002.2 SHEET A -I 22 x30 ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL r' ER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 010024 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 010020 SHEET A -1 C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DIV 01002 AND 9 SHEET A -1 D. 5/5' TYPE 'X' GWB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SE` 511E PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 0 SQUARE FOOTAGE MAIN FLOOR 835 SF UPPER FLOOR 854 SF BASEMENT 162 SF TOTAL 1849 SF GARAGE 637 SF DECK / PATIO 192 SF SQUARE FOOTAGE 15 MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. RECE arv�c- UM N SEP - 8 2000 PERMIT CENTER •ro < " co a 5 SHEET 99083.23 JOB NO.: 9908323 I BASE PLN.B200 -073 A3 Too& 3�L4- UPPER FLOOR /LOWER ROOF FRAMING PLAN Scale V4' =I' -0• ALL FLOOR JOIST ARE: II VS' TJI 150's s IS2 oc. SEE DIV_ 06100 I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING_ SEE DIV.15 SHEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. i F -3 ) ALIGN EDGE OF JOIST WITH FACE OF WALL F -I l F -2 F -4, l F - 5 l 6 l l F 1 F -S l F -9 PLA ETE LEVATIOIGHTNS AND SECTIONS FOR l HE. F-I0 1 PRESSURE BLOCKING SEE DN. 06100 SHEET 4 -I [ F -11 l F -12 l F -I3 F -14 l l F -I l I. SEE COVER SHEET FOR ALL GENERAL 507 AND REQUIREMENT 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL 4. 1R1155 DESIGN BY MANIIF. TRUSS PLAN SAO. 15 FOR GENERAL LAYOUT ONLY SEE DIV_ 6100 SHEET A -I - TRUSS LOADING SEE DI, 010001A SHEET A -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING. SPACING, 24' ac. UNO. 6, ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. T. RAFTER TAIL 2x4. VERIFY_ F ROC, TAIL AND RAKE OVERHANG PER ROOF PL, g ALL HEADERS ARE 4x10 DF 2 UNA. PROVIDE CU TRIMMER STUD UP TO 4' -0' SPAN AND 12) TRIMMER STUDS OVER 4' -0' UNA. SEE DIV. 06100 SHEET A -I ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE. OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS 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 DILIG_ SEE DIV. 06100 SHEET A -I FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOILN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 2X6 OVERFRAMING ®24' OC 2x6 CEILING JOISTS m 24' OC SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING E , POINT LOAD TRANSFERING D0.1 g Y� POINT LOAD TRANSFER. DOLLN W/ LOADING HANGER POINT LOAD TRANSFERED BY KICKER E HOLD DOILN WITH SIZE DESIGNATION 65 / VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW STxx _ HORIZONTAL STRAP WITH SITE DESIGNATION O INDICATES BEAM CALCULATION WITH s INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL T WALL ABOVE rE== WALL BELOW NOTE: UNLESS OTHERWISE NOTED ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE D SEP - 8 2000 PERMIT CENTER TM JOB NO.: 95+08373 BASE PLN 8200 -073 SHEET A4 9908323 \ / 5' T / 5 • / 4' T' / S' T I0 -ll' / 3 I .1/2' ) ;-11/2 „ , 5 ? 1C2' 3' -U UT / 5' -5 V 5' -5 1/2' 2040 2040 21B MU FOR B-VENT (P g J 5040 / l l ( P tl 1 E ) Bdrm #3 c-T &I 21 WI 31 I § Zo m s dm I . 6@BP .x, R. Illiiligillir Alk f7tl m M. Bdrm. CARPET 10'_0' o S' -°' T' -6' S, - , STAIR Sifting CARPET P-5) .._- _.., Bdrm #2 CARET I 1 5040 _ _... .. 5040 _.. P -5 l 1 .: ....................... rl LJ _ ROOF _ L. 4' -712' OW I V -412' 1- I 5@40 r] LJ r, LJ I / ! / 7 4 -b / IT - 6. KKK / 14' 6' / 32 -0' SYMBOLS AND LEGEND Q FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CFM MIN. - KITCHEN 100 CFM MIN. -WHOLE HOUSE FAN 100 CR'1 MIN. NOS WHOLE I -10U5E EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFM MIN, VTO 0T THERMOSTAT s 50' ABOVE FLOOR 0 110v SMOKE DETECTOR PER UBC WITH BAI I. tf BACKUP INTERCONNECTED cp 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING:, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET Al RJRN A. PROVIDE 6• DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR 'PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS - 8. PROVIDE THERMAL EXPANSION TANK AT WATER I- }EATER C. STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SECTION 6085 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. UPPER FLOOR PLAN Scale V4' =1' -0' I GENERAL PLAN NOTES ( FLOOR PLAN KEY NOTES I r P I OCGJPANCY SEPARATION: APPLY CI) LAYER 5/8' TYPE 'X' GLIB. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE DI V. 010025 SHEET A -1 1 3/8• MIN SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DIV. 01002A 54 A -1 STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 A. HEADROOM MIN. 6' -8', WIDTH MIN 3' -0'. B. TREADS 10' MIN. DEPTH, RISERS 8' MAX. HT. C. HANDRAIL MIN. 34' TO MAX 35' ABOVE TREAD NOSING. HANDRAIL I I2' MN. TO 2' MAX. CROSS SECTION DIMENSION AND I V2' MIN. CLEAR FROM WALL, RETURN RAIL ENDS- ' D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(S) E. COVER USABLE SPACE UNDER STAIR W/ Sib' TYPE 'X' GLIB. (2) LAYERS a CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DIV. 010026 SHEET A -I. SAFETY GLAZES PER UBC, SECTION 2406 A. WINDOWS WITHIN I8' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE Div. 08800 SHEET A -I EGRESS NDOWPER C, SECTION 310.4 SEE DIV. WI 08600 SHEET UB A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE IS MIN, ABOVE TOP OF SLAB, SEE Div. 15 SHEET A COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO 70' ABOVE DRAIN INLETS. SEE Div. 09250 SHEET 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 1006 SHEET A -1 IS x24 CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIY. 010022 SHEET A -1 22 x30 ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE- INSULATE AND WEATHER STRIP - SEE Div. 01002.1 SHEET A -1 FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW [ P -2 ) P - ) [ P -6 ) [ P -8 ) ( P -S 1 P -10 ) l P -11 ) ( P -12 ( P -13 ) ( P -14 ) P-IS) ) P -16 l P -il ) ( p- IS ) ( P -1S) ( P-20 ) P -2I ) (P -22 ) f P -23 ) ( P -24 ) I. SEE COVER SWEET FOR ALL GENERAL NOTES AND REQUIREMENTS_ 2. ENERGY AND AIR QUAILITY INFORMATION SEE Div. 11 SHEET A -1 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DI, 8 SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. FIREPLACE ASSEMBLY NOTES: A. DI.CT VENT FIREPLACES, INSTALL PER MFG SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV 010028 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UDC REQUIREMENTS. SEE Div. 010028 SHEET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DI, 010028 AND 9 SHEET A -I D. 5/8' TYPE 'X' GUS ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSING& B VENT FOR MECHANICAL. I" CLEARANCE ALL SIDES PER UBC SEE DIv 15 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -19 INSULATION MIN. 0 PERMIT CENTER z u 1 ' s LE .3213 NO.': 9905323 Cfl BASE PLN 8200 -073 ROOF VENT CALCULATION BMW ON 3 2-VT !O S PEI VENT BLOCK ROOF VENT CAL BASED ON. UBC SECTION 15053 TOTAL ROOF AREA 854 SF/300 =235 SF OF VENT AREA REQ. 50 % AT EAVE = 142 SF REQUIRED 50 ... 36• (MN) ABOVE EAVE = 142 SF REQUIRED 5 ROOF JACKS AT 50 5Q. IN. EACH =2500 SQ. IN= 174 SF 48 LF. OF EAvE VENTS AT 52 SQ. IN/LF =249.6 SO IN=173 SF L GABLE END VENTS AT 1801. x = 24 SQ IN =.17 SF GABLE END VENTS AT x = SQ. IN: 0 SF 2 GABLE END VENTS AT 24 DIA = 58 SQ. IN.. /31 SF TOTAL VENTS F OVIDED ROOF JACKS = 174 5F E4vE VENTS = 173 c, GABLE END VENTS 97 5F TOTAL. SF OF VENTS PROVIDED = 4.44 5F • AREA MAY BE 5300 F A VAPOR RETARDER IS INSTALLED ON THE WARM SIDE OF 11-E ATTIC INSULATION. UBC 150532 • ACTIVE VEST A.IA BASED ON A 30% REDUCTION DUE TO V4' MESH Dez), 0 7 UPPER ROOF FRAMING PLAN I GENERAL FRAMING NOTES I ( FRAMING PLAN KEYNOTES I ( F - l ( F -2 1 F -3 F -4 ( F - ( F -6 F -1 F - 3 1 F -9 3 ( F -10 ( F -II 3 ( F -I2 3 ( F -3 r _1 ( r -15 l I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COSERSHEET FOR ALL. NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TRUSS PLAN SHOWN IS FOR GENERAL LAYOUT ONLY SEE Div. 6100 SHEET A -I - TRUSS LOADING SEE Div. 0100014 SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING- SPACING-, 24' oL_ LINO_ 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x, VERIFY. 8. ROOF TAIL AN: RAKE OVERHANG PER ROOF PLAN. 9. ALL HEADERS ARE 4x10 OF 2 UND. PROVIDE CU TRIMMER STUD UP TO 4' -0' SPAN AND C2) TRIMMER STUDS OVER 4' -0' LINO_ SEE Div. 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING_ SEE DIVJS SHEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING- MEMBER'S. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF'BECM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM 05 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 DWG-. SEE Div. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE Div. 06100 SHEET A -I FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS D00N BELOW JOISTS TOP OF BEAM 5• BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 2X5 OVERFRAMING 24' OC 2X6 CEILING JOISTS s 24. OC RECEIVED CITY OF TUKVni o SEP ® 8 2000 LO SYMBOLS & LEGEND ® • POINT LOAD TRANSFERING DOWN • POINT LOAD TRANSFERING DOWN W/ LOADING POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING HANGER POINT LOAD TRANSFERED BY KICKER y� y �' Q HOLD DOWN WITH 512£ DESIGNATION 1 % y vERT1CAL STRAP WITH SIZE DESIGNATION FO BE USED ON FLOOR BELOW STxx — HORIZONTAL STRAP WITS SIZE DESIGNATION INDIOA ES BEAM CALCULATION WITH NDE -D NUMBER =EXTENT OF SHEAR WALL TYPE OF SHEAR WALL r — WALL ABOVE r,- ,.,;,:,....: =1 WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING- AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS JOB NO.: 99083323 BASE PLN 8200 -073 SHEET A6 99083.23 4 SIDE ELEVATION 2 Hoi sir* gel � 1�1 TOP WIN_ 1 DR. HGT. UPPER FLOOR TOP PLATE an MAN FLOOR �\ WIN_ HDR NGT. REAR ELEVATION Scale IB• =1' -0• SIDE ELEVATION sral� ua• =r -o' DO003O TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. SHINGLES (DIV. 010005) BUILDING PAPER: (DIV. 7) 30# BUILDING PAPER SHEATHING (DIV. 6) 7/W OSB OR EQUAL FRAMING: (DIV. 6) PER PLAN INSULATION: (DIV. 7) R -30 BLOWN -IN SOFFIT: (DIV. 7) LY RE•SAWN PLYWOOD OW& (DIV. 9) sir GWB EXTERIOR WALL CONSTRUCTION SIDING MATERIAL: (DIV 7) WOOD SIDING (DIV. 01003) BUILDING WRAP: (DIV. 7) IS# BUILDING PAPER SHEATHING: (DIV. 6) 7/W OSB OR EQUAL FRAMING: (DIV 6) 2 x 4 STUDS AT IF OC INSULATION: (DIV. 7) R 43 BAIT W/ INTEGRAL VAPOR BARRIER GWB: (DIV. 9) 1/2' GWB FLOOR CONSTRUCTION FLOORING: (DIV. 9) SUBPLOOR: (DIV. 6) FRAMING: (DIV. INSULATION: IV 7) SOFFIT: (DIV. INSULATION: ( DIV. 6) WINDOW: (WITH NO ERIC% MOLD) CORNER BOARDS: FASCIA FINISH PER PLANS (DIV. 0100.5) 3/4' TAG (PLYWD, COMPLY, OR EQ.) PER PLANS R-19 BAIT 1/2' RE -SAWN PLYWOOD HEAD: 2x4 JAMB: 2x4 SILL: 2x6 INSIDE 232 ADO 2x4,2x3 �! L I Ii 111.1iIlI 11111111 /III III III 1111 HIM )I/ Ilif> tl.S.stllf>tlri�>1SS1111i1 //7'/ 16 611 r'> 1111i.1i■ N I uSll��i In 1x4 TRIM OVER 5:6 TRIM IS'. SHUTTER MDO PLYWOOD 1/2x2 CORJERI•IOLD STOOL BOARD FROM 3x6 2x4 TRIM 2x60 TRIM 2,0 1901 2,4'P.T. PICKET m/ 6x4 P.T. 1901 EACH. ODE U1 LL � I _ L I T C 1 1 1 1 1 ! - 1 I _._1__ 1 1- _ LW L11 L LI Lf 1 L 1— 1 1J1LL1 I LJ J 1 I_ L LL 1 1 I I LJILLL ILL— L 11-'- 1 I,L i 6 ° Jai 1 [Li 1i _ L __L J1 r 1111 ll i 1.. ill8 = 11 1 I I L I ILL 1L_� 1 1! iI I I II 1 I. 1 LL__l 1- 1 L i 1 _1_ _J _ J_ I11F Garage BEAM PER PLAN SEE SITE PLAN FOR SITE SPECIFIC FOUNDATION INFORMATION BUILDING SECTION A -A Scala I5• GABLE END VENT 1x3 BATT5 OVER ROUGH SAM PLTUIOOD • 12• oc 2x3 STOOLBOARD Ix3 TRIM OVER 0,10 19,1 ■; 6x6 DENIALS • 24• oc FRONT ELEVATION TOP CF PLATE MAN FLOOR TOP OF PLATE GARAGE FLOOR Scale V4' =1' -0• RECEIVED cnv cc n.�r.• „.. SEP - 8 2000 PERMIT CENTER TITLE JOB NO 9.08323 EASE PIN B200 -073 ' SHEET A7 99083.23 W L TOP OF DOWEL INISH GRADE I6' M I CONTINUOUS FOOTING APA LATERAL RESTRAINT PANEL .6. WALL © FOUNDATION =f 3/8' -0' noon- moo-12 3 /44-0' 08100 TOR OF SLAB 4•v �O'.O. g. �: a se:.k ..o i TOP CF FT'G •. -+� >.. �.'..a- FOUNDATIO 3/4' =f -0' NOTE: BASEMENT SLAB MAST BE IN PLACE PRIOR TO FULL BACKFILLING CF WALL. NO INSULATION BET.EN BASEMENT SLAB AND STEM WALL. TOP OF SLAB J � IIIQI I2' CLEAR IL • 8' 8' D TAIL 2x H 2X4 TOP PLATE GARAGE DOOR HDR (SEE FRIG. PLAN FOR SIZE) NAIL SFEATHMG TO HDR IIU 881 NAILS a 3' OL. s 54R WALL LOG. WJ.O. ON 51-FR WALL SCHED. 2 2x4 STUDS -NAIL SWAIN. W! 8d NAILS • 3' OL. TO EACH STUD LINO. ON SHR WALL 50ED. NAIL ed NAILS • 3' OL. + ALL F'LTS,1 DRS, G STUDS WO. ON SUR WALL SHED. 2 2x4 AT ANY SHEATHING JOINT 1/16' 0.58- SHEATHING (MIN.) STH0I4 STRAP TIE ANCHOR (NAIL TO BOARD FORt LEND UP AFTER CONCRETE CMIRESJ USE 38 -16.2 U8 NAILS EACH UND 2 -2x4 PLATES, NAIL SHTG TO EA PLATE 0) 5B'• AB. W/ MINT EMBEDMENT .0. CN 5142 MALL SCHED. a 5/8, 72 AB. UV 2 54' STEEL PLATE WASHERS OL. (DIV 3 SHEET A -U EXCEPT AS NOTED CN SHEARBALL SCHEDULE T MN EMBED. OP% BAR +TOP 4 PERT. BAR+ 2' oe.FLLL HEIGHT OF WALL (DM 3 SHEET A -U •4 YERL J- BAR + o' ac (DI, 3 SHEET A -U DAMP FROM. (DIV 1514T AU 414ORL BAR a 10'¢ OVERLAP (MN) (DUN 3 SHIN A -D TIGHTLPE 4' PERT. FT. DRAIN WFLLTER N 24' GRAVEL BED_ OW. 2 STET A -U (4)•4 BAR CONT. (DM 3 SHEET A -U SOLD SUBSTRATE 4' C.C. SLAB OVER 4' ROCK OVER VAPOR WARRIOR 03300 5/8,x10' AB. W/ 27076116' 5. STEEL PLATE WASHERS • 4'-0' OL. (DM 3 SHEET A -ll EXCEPT AS NOTED CN SFEARNLL SCHEDULE T MN EMBED. \ TOP OF J -BAR \ TOR? SLAB ¢.OJYa3g�v8 'J =A 0a 7�. 3/4 - =f-0' I I2' CLEAR 3' -2' , B' I' -0' FOU DATIO D TAIL (2) 4 $4R • TOP •4 VERY. BAR +, 10' 0c, FULL HEIGHT OF WALL (DM 3 SHEET A -U VERT. J -BARB S'oc (DIV. 3 SHEET A -U •d HOiRL BAR •10 (Div. 3 S EET A -U •4 BAR • 2' oc L =2' -b' [DIV 3 SHEET A -U DAMP - ROOF ( DUN l SHIT AU 2' CLEAR (5).4 WAR CONY (DI, 35: _ET A -U SOLD SUBSTRATE 4 .NC. SLAB OVER 4' ROCK OVER VAPOR WARRIOR 11111= 111 0 1= 111111 _111111_111111011 111111= 1E1 °IIIIII_IIIIII IIIII°II =VIII = 11111= 111E111 III = ilnnuln= a_Ilml--- AFnras>r - � 111M111- =1KNI =111 I{IF STEPPED FOUNDATION DETAIL o N.T.S. 25 TIP. FLOOR FRAMNG PER RAN (DM 6 SHEET A -U TIP. EXTERIOR WALL CONSTRICTION PER PLAN (DIV 6 51$ET A -U LOCATE SHEATHING JOINT • COf1ON PET'CER RH BOARD LOCATE %EA.TINGG JOINT e COMMON ME R CRPRE WALL PER PLAN SEE Fa DATION DETALL(5) TTP. FLOOR FRAFINGG PER PLAN (DIV 6 SHEET A -I) TTP. EXTERIOR 11141J. CONSTRUCTION FER PLAN (DIV. 6 SHEET A -I) RIM BOARD CRIPPLE WALL. PER PLAN, WITH A MN STUD LENGTH CF W' FER IEC SEC. 2320.1. (Div.6 SHEET A-U SEE FONDATION DETAIL. CRIPPLE WALL ® FOUNDATION 3/4' =1-0' r RPM BOARD POST /FOOTING CONNECTION TTP. EXTERIOR MAIL .NSTRICHON PER PLAN (DIV 6 SHEET A -U TTP. FLOOR FRAMING PER PLAN (DIV 6 SHEER A -U SOLD FLOCKING OVER SU SUPPORTS LOCATE SIEATHWi .WONT • COY ON MEMBER 1x3 CONY. SCffIT VENT IR• RESAWN PLIZOOD • SOFFIT T(.ATED MD SLLL SEE FONDATIOI DETAINS °C CANTILEVER FRM'G AT FOUNDATION 03300- 00000-23 1 J 3/4 =f-0' O810O- O3300.O2_TJI NAM FM MIN '1 riMa 3/4' =f - 06700- 03300 -10 TJI __ _ 1111 °111111 =111111= 1 111111 - 111111= 11 "="111-3.111111 =111111 -1111 111- II_IIIII -1 111111 im 9 FOUNDATION DETAIL 3/4"4-0" FOUNDATION DETAIL 3/4' =f-0' IV BALDING PAPER MASONRY VENEER 12' FURRING DETAIL 3/4' =f-0' SLAB ® STEM WALL 3/4' =T-O' TYPICAL EXTERIOR WALL CONSTRICTION PER PLAN (DIV. 6 SHEET A-I) AIR SPACE HOOKED END MAF ' YODER TIE TO FRAMING EV. 2 S0 FT (DIV 4 Sheet AI) CONT. FLASHING WWEEP HOLES s 4'-0' oc. TREATED PAID SILL. (DM 6 SHEET A -U SEE FONDATION DETAILS TTP EXTERIOR WALL CONSTRICTION PER PLAN (DIV 6 SHEET A -U TREATED MID SILL (DIV 6 SHEET A -U SEE FOUNDATION DETAILS :1 [ =IINII .• � f _11111111 1111111 111111.,x ;: M 111111 11111111111 == 111111 = 111111 =11. ill = 111111_ =11 I II- 111111 = 111111€ =111111 GAEL TTP. (Div. 9 SHEET A -U PITERIOR BEARING WALL (DIV. 6 SHEET A -I) 12 x D' AE3. • 4' -0' OL. (DIV 3 SHEET A -U SLAB ON GRADE PER PLAN (DIV. 3 SHEET A -U VAPOR BARBER CONT. SPREAD FTG. PER PLAN (DIV. 3 SHEET A -1).45' (2) 4 BAR CONT. (Div. 3 SHEET A -U PER PLAN °FOUNDATION /FRAMING CONNECTION °FOUNDATION DETAIL 0300`00000 - 1a 3/4".1-0- 3/4'.1-0' MIN. VERIFY er GRADE CONTOURS NOTE THIS OPIUM CAN NoT BE USED AT SHEAR WALLS_ 04200-08100-02ff O8100- 03300 -2LTJ1 4' CONC. SLAB OVER 4' GRAVEL BED (DM SHEET A -I) EXT. DOOR THRESHOLD DETAIL RHJ- WDTH TTEATED MUD SILL HANGER FER ME( TTR FLOOR FRAM. PER PLAN (DIV 6 SHEET A -U EXT. DOOR AND FRAtE(DIV. 8 SHEET 44) DOOR THRESHOLD R.ASHPG AS REM) (DUN l SHEET A -U NERVESTRAL FLASHING COE_ SLAB OYER 4' GRAVEL BED (Div.4 SHEET k -U TREATED MID SILL (Div.6 SHEET A -U r Alf PACE TTP. •d vE.RT RE -BAR FROM STEM WALL SHEETED NTO SLAB FAT AND BEAU PER PLAN EXT. DOOR THRESHOLD DETAIL 3/•=1 08100-03300-05_141 TYP. FLOOR FRAM. PER PLAN (DM6 BEET A -I) TYP EXTERIOR WALL CONSTRICTION PER PLAN (DN. 6 SHEET A -U TREATED MID SILL SEE FODNDATION DETAILS POST AND BEAM PER RAN a0 0 � IN 06100 G/FOUNDATION CONNECTION .03300 -a3 3/4 =T-O' 05110-03300-08_111 CANTILEVERED RETAINING WALL weer-o• 03300- 00000 -22 NOTE: FOOTING- DOES NOT SLIDE N THIS CONDITION, FOOT.. SPANS HORZCNT ALLY_ TOP CF SLAB 2• -8' 8' , i' -0' FOUNDATION DETAIL 3/4".1'47 FRAMING PARALLEL TO STEM WA FRAMING PERPENDICULAR TO STEM WALL Ul,x 0 AB. W/ 2,2X3)16' SOL STEEL PLATE WASHERS + 4' -0' OL: (OM 3 SHEET 4-1) EXCEPT AS NOTED ON 614EARWXL SCHEDULE T M. EMBED. •4 NORM BAR 10' O.C, I' -6' CORNER OVER_ P (DIV.3 SHEET A -U •4 VERT_ BAR SAME AS STUB STEEL SPACING_ (DIV.3 SHEET A -U TIGHTLINE DAMPPROOFING (DIY. 7 SHEET A -Il •4 STUB STEEL FROM FT'.aK' OL. (DIV. 3 SHEET A -I) 4' PEfF. FT'G. DRAIN III/FILTER M 24' GRAVEL BED (DIV 2 SHEET A -I) SOLID SUBSTRATE (2) BAR CONT. (DIV 3 SHEET 44) 82,10' AB. U4 2,2,3/G` SR STEEL PLATE WASHERS + 4'-0' OL. (DIY. 3 SHEET A -11 EXCEPT AS NOTED CN SHEARIIALL SCHEDULE l' MIN EMBED. (V.4 BAR • TOP •4 VERT. BAR a 2` oc, RILL HEIGHT OF WALL (DIV 3 SHEET A -1) DAMP PROOFMCs ( DIV l SOT AU VERY. J -BARB 2'oc (Div.3 SHEET A -U •4 HORL BAR • IB' oc I' -6' OVERLAP (MN) (Div.3 SHEET A -U TIGHTLINE FRAMING /FOUNDATION DETAIL (2)•4 BAR •TOP 03300 - 00000 - m 4' FERE FT'G. DRAIN W/FILTER M 24' GRAVEL BED. (DIV 2 SHEET A -U (4) •4 BAR CONY. (Div.3 SHEET A -I) SOLID SUBSTRATE 5/8'0x10' AB. LW 2,27(346' SR STEEL PLATE WASHERS a OL. (DIV. 3 SHEET A -U EXCEPT AS NOTED ON SH EA S`L SCHEDULE l' MIN. EMBED. •4 VERY. BAR • U oc, FULL HEIGHT :OF WALL (Div.3 SHEET A -I) VERY. J -BARS 8,8 (Div.3 SHEET A -I) 4 HORL BAR • ID' oc (DIV. 3 SHEET A -IJ '4BARe2•oc L =2'-6• (DIY. 3 SHEET A -U TIGHTLME DAMP PROOFING ( Div l SHT Al) 2' CLEAR (4) •4 BAR CONT. (DIV. 3 SHEET A -I) SOLID SUBSTRATE 4' PERT. FT'G. DRAIN WiFILTER M 24' GRAT(EL BED. (DIV 2 SHEET A -U 03300- 00000 -26 1 TIP. EXTERIOR WALL CONSTRUCTION. PER PLAN (DIV.6 SHEET A -U LOCATE SHEATHING JOINT e COMMON MEMBER RIM BOARD TT, ROOK FRAMING PER P,L (Div. 6 SHEET A -U .11 l , � �pn D TREATED MID SILL SEE FONDATIGN DET 12 16\ 0 TTP. EXTERIOR WALL CONSTRUCTION FER PLAN (DIV. 6 SHEET A -U LOCATE SHEATHING JOINT • COMTKN MEMBER SOLD BLOCKING a RPM JOIST • EXT. WALL PONY LOAD BEARING PER PLAN TREATED MD SILL SEE FOPDATICN DETAIL. TYR FLOOR FRAM. PER PLAN. (DIV. 6'SHEET A -I) 3/4'=1-0' ostoo-ome-arJl CITV FE))'E SEP - 8 2000 Crj ce A Q W SHEET D1 NOTE: DELETE RAIL WHEN FINISHED DECK ELEVATION 15 30' OR LESS - ABOVE FINISHED GRADE. 2x6 2x3°5 N a( C LR D IST. B TWH NOT TO EX CEED 4' SOLID BLOCKING OVER SUPPORTS 5/4 x 4 TK CDR DCK'G ATTACH LEDGER W/ 2 ROWS OF Ur LAG BOLTS AT 16' oc TYR TJI FLOOR FRAMING F'ER PLAN 2x PONY WALL 4x BEAM (SIZE TO REDUCE NUMBER OF POSTS S 2 STORY CONDITION OR WHEN POSTS EXCEED 4' IN LENGTH SCAB Wi 2x4 EA SIDE 2x (2' GREATER DEPTH THAN JCR., FINISH LANDSCAPE GRADE TOP OF ER FLUSH WITH F SUB PI ND S C PI BELOW FINISH LANDSCAPING) ON SOLID SUBSTRATE O(4, DECK CROSS SECTION FRAME OVER WALL DETAIL 06200. 06170- 19_TJI L O10 SECTION © BEAM 3 /4 =T ® SKYLIGHT FLARE WELL DETAIL 3/4=T -0' 07300.3610307 3/4T -O' STAIR SECTION DETAIL FRAM. PER PLAN MS48 OITSIDE FACE Or WALL 2' MN. CLR FOR vBNTBATION BLOCKING BEAM PER PLAN RAFTERS PER PLAN 2x BLOCKING SCTLIGHT, 512E PER PLAN. PROVIDE FLASHING AS RECOMMENDED 6T 2xb CURB TIP. 2x4 a ROOF AND FRA NI. MEMBERS TTP. GAB. a CEILING ROOF FRAMING PER PLAN 06100 - 07300 -15 06100-07300-37 I. HEADROOM MIN 6' -8', WIDTH MIN 3' -0' PER 4. INSTALL FIRE BLOCKING a STRINGERS TOP UBC 10065 ■ BOTRJM 4 ADJACENT WALL. PER UDC 2. TREADS 9' MIN DEPTH, RISERS 8' MAX. HEIGHT SEC. 1087 3. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD 5. COVER USABLE SPACE UNDER STAIR W. NOSING. HANDRAIL 11/2' MIN. TO 2' MAX. CROSS 5/8' TYPE 'X' GAB. USE 2 LAYERS e SECTION DIMENSION 4 I I/C MIN CLEAR FROM CEILING AREA - PER UBC'003333 WALL, RETURN RAIL ENDS PER USG SEC 1006.9 6. INTERMEDIATE BALUSTERS SHALL BE SPACED 4' APART NET OPENING PER UBC SEC 5039 06200 - 01 InE _ E \ \ CP05ED RAFTER TAIL ,Il OVER,LRE _ �a PER FLAN 3/4=V -0' GABLE END DETAIL GABLE END DETAIL 3/4W-0 -3 4 TYPICAL R70F CONSTRICTION TYPICAL RO7R CONSTRICTION M. RV0..AT OUTSIDE FACE CF WALL UIO. SHEAR WALL SCHEDULE 2X BLOC.. WITH (3,2' 0 HOLES WITH SCREEN j TIP. GUTTER FASCIA PER ELEVATION TYE EXTERIOR WALL CONSTRUCTION TYPICAL ROOF CONSTRUCTION TRYI PER ELEVATION BARGE BOARD FER ELEVATION 2X4 BACKER FOR BARE - NAL THRI SKIP SEAT.. WIN Ibcl a OL. TTR 2X4 OUTRIGGERS a 4' OL WITH 2X2 BER LE. FOR TR. TYP. EXTERK R WALL CONSTRICTION TYPICAL ROOF CONSTRICTION TRIM PER ELEVATICN°S BAFEE - MP_ SEE ELEVATION 06100 - 12 2X4 BACKER FOR BARGE - NAL THRI BEAMING WITH 16d • O.C. TYP. 2x4 QIIR.ER.5s4' ac WITH 2x2 BETWEEN FOR TRIM BLOCKNG AT CEILPY LNE 2x4 LEDGER a MT. CEILNG LINE (TYP. EXTERIOR WALL CONSTRUCTION) BALLOON FRAME GABLE END WALL ® EAVE DETAIL o 0- -t- 06100 - 07300 - 06 \ G / 3/4 =1-0 06100-07300-13 \'r / 3/4° =1-0' EAVE DETAIL EAVE DETAIL 3/4=r-0* EAVE DETAIL BABEL EXTEND 6' 400VE GATT. NSUL OR ABOVE BLOWN INSUL lTTP. ROOF CONSTRUCTION) 2' MN. CLR FOR VENTING HI a 48' OL. Ai CUT SIDE FACE OF WALL UNO IXN SHEAR WALL SCHEDULE 2X BLOCKING WITH (3) 2' o HOLES OATH SCREEN !SEE ELEVATION EXPOSED TRUSS TAIL (TYP. GUTTER) FASCIA PER ELEVATION (TIP. EXTERIOR WALL CONSTRUCTION/ TYPICAL ROOF CONSTRUCTION 2' MIN CLR FOR VENTING MSg OLAT OUTS FACE WALL LINO ON SHEAR WALL SCHEDULE I i 2X BLOCKING WITH (3) Y o HOLESWNTH SCREEN �,�yW ► ��� Q ty�t .nppllo GEE 1� 11 ° 2x8 BLO TTP. ! RAF , 1 2 0 1' \\ EXPOSED RAFTER TAIL S�S lot ED t l Iw � TTP- GN' J� ov133U+NC I VT^ a FIR P. FASCIA F'ER ELEVATION. TYP EXTERIOR WALL CONSTRICTION 06100-07300-01 06100-07300-02 06100- 07300 -03 RECEI\�ED CITY OF TUK4VILA SEP -82000 PERMIT CENTER g� > � co Cb TITLE JOB NO. SHEET SHEAR WALL TYP. WALL CONSTRUCT. ON WALL SHEATHING PER SCHEDULE BOTTOM PLATE NALPG PER SEARUALL SCHEDULE TJI BLOCK. TYP. TJI FLOOR CONSTRICTION [ 11 % ZII&1ISO SHEAR WALL 13 PERPENDICULAR TO FLOOR JOISTS PERPENDICULAR TO FLOOR JOISTS 3/4 f - 0 17070-06170-16 3/4' =R0' 17070.06170-07 DO003O4 BOTTOM PLATE NAILNG PER SHEARUALL SCHEDULE PANEL EDGE t FIELD NAILING PER SCHEDULE TJI FLOOR JOISTS PER PLAN AL. TJI FLOOR JOIST W. WALL TOP PLATE NAILING PER SHEARWALL SCFEDULE TYP. TJI FLOOR CONSTRICTION TYP. ..WALL CCNSTRCTION WITH WALL SHEARING PER SCHEDULE SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4' =f-0' NAIL FLOOR SHEATHIG THIS AREA WITH 10 de 6'oc EDGES 10 d e 10' oc. FIELD BLOCK ALL EWES de6'a� PLYWOOD TO BLOCKING BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE PANEL EDGE t FIELD NAILING PER SCHEDULE TJI BLOCKING BLOCK ALL EWES PANEL EDGE t FIELD NAILING PER SCHEDULE TOP PLATE NAILNG PER SHEARUALL SCHEDU LE TIP. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE HAIL FLOOR SHEATHING THIS AREA WITH 10d eb' EDGES 10 d e 10' oc. FIELD BLOCK ALL EWES BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE STANDARD SHEAR DETAILS & SCHEDULE PAH.L EWE t FIELD NAILNG PER SCHEDULE TJI FLOOR JOISTS PER PLAN TJI BLOCKING e ALL PANEL EDGES PANEL EWE t FIELD NAILING PER SCHEDULE TOP PLATE NAILING PER SHEARWALL SCHEDULE TIP. WALL CONSTRICTION WITH WALL SHEARING PER SCHEDULE EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4 4 1707046170-07 EXTERIOR SHEAR WALL SHEAR WALL PARALLEL PARALLEL TO FLOOR JOISTS TO FLOOR JOISTS ® FOUNDATION 11070. 06170 -O8 \�+�3/4 T-0- 17070-06170-02 3/4=f - 17070-03300 -02 COR.LE STUDS AT HOLDLRN CONDITION TIP. TJI FLOOR CONSTRICTION SIMPSON HOLDOUN PER PLAN AND SHEARUALL SCHEDULE SIMPSON HOLDOUN STRAP PER PLAN AND NEAR WALL SCHEDULE SEE ARCH- DETAILS FOR FOUNDATION CONDITIONS ANCHOR BOLT PER SHEARWALL SCHEDULE SHEAR WALL PARALLEL * TO FLOOR JOIST - OFFSET CONDITION *SHEAR WALL HOLDOWN 12 3/4 °=T-0° 17070 3/4=4=0° i TOP PLATE NAILING PER SHEARWALL SCHEDULE BOTTOM PLATE NAILING PER SHEARUALL SalEDULE 10d• PLYW. TO RIM JOIST / PANEL EDGE t FIELD NAILNG PER SCHEDULE TYR EXTERIOR WALL CONSTRICTION W WALL SHEATHING PER SCHEDULE TYP. TJI FLOOR CONSTRICTION 2•4 PANEL EWE BLOCKING TYP. WALL CONSTRICTION UPN WALL SHEATHING PER SCHEDULE - SHEAR WALL PERPENDICULAR + 1 1 TO FLOOR JOIST- OFFSET CONDITION °CANTILEVERED FLOOR JOIST 3/4°=T - 17010-06170-09 3/4=f-0 17070- 06170 -n II 17070-06170-24 SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 0 FOUNDATION 3/4W 17070 - 03300-01 TYPICAL WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE TYP. TJI FLOOR CONSTRICTION BOTTOM PLATE NAILNG PER SWARM. SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE ANCHOR BOLT PER SCHEDULE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS SHEAR WALL 0 CRIPPLE WALL 3/4'4 -O° CRIPPLE WALL (DIY. ed SHEATHING PER SCHEDULE PANEL EDGE t FIELD NAILING PER SCHEDULE ANCHOR BOLT PER SHEARUALL SCHEDULE SHEAR WALL 0 CRIPPLE WALL - INTERIOR 3 /4' =T-O° 17070 - 03306 - 03 C1TV yE UKM D 7il 1 (V 4 BAR CCNT. (DIY.3J sE? 2 2Ni soio NOTE_ ALL INFORMATION CN THIS SHEET IS NOT NECESSARILY INCORPORATED INTO PROJECT_ COORDINATE WITH PLANS. 17000- 03306 -04 CITYOFT SEP - 8 2000 „HI' TITLE JOB NO.: SHEET TJI JOIST DETAILS SHf:ARIALL PER PLAN AND SHEARWALL SCHEDULE DOUBLE STUD BOTTOM RATE NAILING PER SHEARWALL SCHEDULE TJI BLOCKING BEAM PER PLAN @ HOLDOWN STRAP AT CRAWL SPACE 3/4• =T O' 17070.06170 -29 TTP WALL CONSTRICTION WITH WALL SHEA.. PER SLTEDII_E DOUBLE STUD BOTTOM PLATE NAILING PER ARLIAL _ SCFEDILE BLOCK.. AND FILLER BLOCK DOUBLE JOIST OR BEAM PER PLAN HOLDOWN STRAP AT FLOORS 3/4• =1 11010. 06170-26 DRAG STRUT CONNECTION 3/4• =T-0• UPPER WALL TO LOWER ROOF CONNECTION 3/4' 61' 17070-06170-31 STANDARD SHEAR DETAILS & SCHEDULE 11060-06310-30 3/4 NOTE: USE 05B ON ROOF TRIPS PER PLAN WITH SHEATHING PER SHEAR/ ALL SCHEDULE 1681 TO MATCH SHEAR- WALL NAILING BELOW IXO WITH 1681 TO MATCH SNEARWLL NAILING BELOW NTO TOP PLATE PANEL EDGE FIELD NAILING PER SCHEDULE TTP. WALL CONSTRICT. WTH WALL SHEATHING PER SCHEDULE OINTE RIOR SHEARWALL TO ROOF COND. OHOLDOWN STRAP ® FLOORS 3/4•=1-0' 11000. 06100 -oe 3/4• =1-0° 17070 - 20 D003O)- CV 16 81 d NAIL 9 +" ac 9 EA MTRYSER 8 81•144. *5 oc TO TOP QIOf� 24 BARGE E 143 TRPT .4 BACKER FOR BARGE NAIL THROUGH 9WP SHEATHNG OATH 1681 1X4 OUTRIGGERS a 4' OC. WITH JOIST HANGER* 5R55 G1BLE END TRUSS. A3S CLIP PER...TALL 50EDU_E TYPICAL ROOF CONSTRICTION TtP_ EXTERIOR WALL CONSTRUCTION WITH WALL STEATHI G PER SCTEDW.E PLYWOOD ROOF CONDITION 17000-0610046 ®SHEAR WALL ®GABLE END 17000-06100 -19 TV STUDS AT EACH STRAP BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE STRAP PER PLAN • SHEAR WALL SCHEDULE PANEL EDGE t FIELD NAILIG PER SCHEDULE TTP, TJI FLOOR CONSTRICTION PLYWOOD ROOF CONDITION 3/4 =f-0• E SHEAR WALL ® SAVE 3/4• =T-0• I V4' TMERSTRAND L5L RPT BOARD TYP. EXTERIOR WALL CONSTRICTION W. WALL SHEATHING PER SCHEDULE TYPICAL ROOF CONSTRICTION •¢5 TIE a EA TRUSS L530 c 48' oc 8 81* 6' oc • BLOCKING 1 DETAILS BLOCKING PER ARCH. , `- A35 CLIP a� C* P 1. gEP 12 2001 I � PER f7 G. w RE.;EIVED aTY of n:...,,, ; SEP - 8 2000 PERM1IIT CENTER TTP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE NOTE ALL INFORMATION ON T1-115 SHEET 15 NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE WITH PLANS. 17006 - 06100 -04 17000 - 06100 -06 JOB NO. TITLE SHEET S2 TJI JOIST DETAILS i /r_00 SHEARWALL SCHEDULE 3.111 1119 9.1.11 1116 961119N 3909 % 1 6 0191.1 9 '111017019 9009 91109 NOHOW 11 1119 919101 0 9111109 1.1.10101 9N040019 BLOCKING TO TO? PL, NAILING TJI J0I$T9 99111VN 91p1.1 1401109 N 04 01101099 LT 8 0001 9'190001'1 V2' GIB ONE SIDE 5d , TES 5/8' a 48' A35 NAIL a 42' Ibd a 12' 164 a 1 00 PLF 6I -4 OR 5/8' GM ONE SIDE ('OGLER FOR 1/2' YES 5/8' a 48' A35 33' !bd a 10' Tbd a t0' US PLF G 2 -1 IR' GLL8 Tllb SIDES 6d TES 5/8' a 48' 20• Ibd a 8' Ibd a 6' G2-4 OR COOLER TES 518' a 48' 20' !6d a 6' - bd e 5 5/8' G28 TIUO SIDES FOR 5/8 PI -64 YES 5/8' a 48' 20' Ibd a 5' Ibd a 5' 50 ELF 21-6 YES 5/8" a 48' W 54 a 5' Ibd • 5 240 PLF PI -4 1/16' OSJ3. TES `:. a 32' R' 16d a 4' 16d e4' 350 PLF PI -3 ONE SIDE YES 5/8' a 24' I6d a 3' 16d a 3' 450 FL P -310 USE 3L STUDS PANEL EDGES 545 PLF PI -2 USE 3x STUDS .YES 5/8' a 5' 1/5' OSB. 11110 SIDES (2)ROWS (2)ROWS P2 -4 STAGGER SHEATHING JOINTS 12(2) STUDS a YES 5/8' a 5' A35 CLIPS err 168 a 4' 16d a 4• STAGGERED 100 PLF PANEL EDGES (2) ROLLS DBL RIM l2) ROWS P2 -3 TES 5/8' a 12' A35 CLIPS 05' I6d a 3• I6d *3' STAGGERED SO0 PLF DEL_ RIM I TERH8I SER E14-4 F1.4RDBOAR 2, SIDIN's OR ECUAL Ct.., NO 5/8' a 48' 12' 16d a 5• I6d a 5' 202 PLF FFR 2315 � I � SEE FOUNDATION SHEAR lent I S FOR ALL CONCRETE 14OLDDOUNS. iE LOWER SHEAR WALLS Scab VS' =1'-0' Lantitoarr FOUNDATION SHEAR WALLS 5ra SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD -TRANSFERING DOWN B`?"' POINT LOAD TRANSFERING DOLLN WI LOAD!NG HANGER POINT LOAD TRANSFERED BY KICKER HOLD DOLLN WITH SIZE DESIGNATION Iv" VERTICAL STRAP WITH BIZE DESIGNATION TO BE USED ON FLOOR BELOW Tx _.... HORIZONTAL STRAP WITH SIZE DESIGNATION INDICATES BEAM CALCULATION WITH INDEXED NUMBER • EXTENT OF SHEAR WALL TYPE OF SHEAR WALL — WALL ABOVE IMIMElt WALL BELOW NOTE UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. MAIN FLOOR SHEAR NOTES UNLESS OIHERUISE NOTED DESIGN CRITERIA I_ SEE CALCULATIONS FOR DE513d CRITERIA CsENERAL NOTES I. ALL 614E4-MALLS SHOWN ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL (TYPICALLY SHOU.N SHADED). 2. ANCHORAGE IS FOR 5HE4RWIALLS(PANELS) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED s Y' OCf.NfN) PER TABLE 23 -I -Q 3. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MIN, U.B.C. REQUIREMENTS. 4. PROVIDE TWO STUDS AT ALL HOLD DOWN LOCATIONS. 5. SEE MANUFACTURER'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDOLLN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. A. ALL PLYWOOD OR GYPSUM SHEARWALL5 SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OF ETUDE AND BLOCKED PER SCHEDULE. 1. DO NOT OVERDRIVE NAILS INTO SHEATHING. S. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE - APPROVED BY THE BUILDING OFFICIAL ROOF E FLOOR 5 - EATI -LING I. ROOF SHEATHING: 1/A6' OSB APA RATED SHEATHING (24/02 LAY UP WI MINIMUM 1 /8' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE Sd AT 6' oc AT PANEL EDGES AND IT oc AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS a 24. OL. to ALL UNSUPPORTED EDGES. ALLOWABLE DIAPHRAM SHEAR= I80x082= 142pef 2. FLOOR SHEATHING: 3/4' CDX T4G APA RATED PLYWOOD (48/24) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA UPECFFFGATfGN AFC 01. PROVIDE TSG EDGES AT LCN2 PANEL EDGES. NAILING SHALL BE 10d AT 6' oc AT PANEL EDGES AND 10' oc AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPHRAM SWEAR= 26x082= I1Tp5F 3. PLYWOOD SHALL BE LAID W/ FACE GRAIN PER T:NDICULAR TO SUPPORTS AND END SHEAR WALL S Scala V8 D:;L000 30 IgagiLINDIff UPPER FLOOR SHEAR WALLS .Scale V8' -0' LOWIDLEIDPIT CA 040 S. ? 2 \ AS 0 SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS z a .44 TITLE 0 JOB NO. : 9908323 BASE PLN B200-073 11997 UBC1 SHEET S3 9908323 J t1 I- ,_ L = ,e • J ,,,,, /0 1 � I � SEE FOUNDATION SHEAR lent I S FOR ALL CONCRETE 14OLDDOUNS. iE LOWER SHEAR WALLS Scab VS' =1'-0' Lantitoarr FOUNDATION SHEAR WALLS 5ra SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD -TRANSFERING DOWN B`?"' POINT LOAD TRANSFERING DOLLN WI LOAD!NG HANGER POINT LOAD TRANSFERED BY KICKER HOLD DOLLN WITH SIZE DESIGNATION Iv" VERTICAL STRAP WITH BIZE DESIGNATION TO BE USED ON FLOOR BELOW Tx _.... HORIZONTAL STRAP WITH SIZE DESIGNATION INDICATES BEAM CALCULATION WITH INDEXED NUMBER • EXTENT OF SHEAR WALL TYPE OF SHEAR WALL — WALL ABOVE IMIMElt WALL BELOW NOTE UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. MAIN FLOOR SHEAR NOTES UNLESS OIHERUISE NOTED DESIGN CRITERIA I_ SEE CALCULATIONS FOR DE513d CRITERIA CsENERAL NOTES I. ALL 614E4-MALLS SHOWN ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL (TYPICALLY SHOU.N SHADED). 2. ANCHORAGE IS FOR 5HE4RWIALLS(PANELS) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED s Y' OCf.NfN) PER TABLE 23 -I -Q 3. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MIN, U.B.C. REQUIREMENTS. 4. PROVIDE TWO STUDS AT ALL HOLD DOWN LOCATIONS. 5. SEE MANUFACTURER'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDOLLN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. A. ALL PLYWOOD OR GYPSUM SHEARWALL5 SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OF ETUDE AND BLOCKED PER SCHEDULE. 1. DO NOT OVERDRIVE NAILS INTO SHEATHING. S. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE - APPROVED BY THE BUILDING OFFICIAL ROOF E FLOOR 5 - EATI -LING I. ROOF SHEATHING: 1/A6' OSB APA RATED SHEATHING (24/02 LAY UP WI MINIMUM 1 /8' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE Sd AT 6' oc AT PANEL EDGES AND IT oc AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS a 24. OL. to ALL UNSUPPORTED EDGES. ALLOWABLE DIAPHRAM SHEAR= I80x082= 142pef 2. FLOOR SHEATHING: 3/4' CDX T4G APA RATED PLYWOOD (48/24) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA UPECFFFGATfGN AFC 01. PROVIDE TSG EDGES AT LCN2 PANEL EDGES. NAILING SHALL BE 10d AT 6' oc AT PANEL EDGES AND 10' oc AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPHRAM SWEAR= 26x082= I1Tp5F 3. PLYWOOD SHALL BE LAID W/ FACE GRAIN PER T:NDICULAR TO SUPPORTS AND END SHEAR WALL S Scala V8 D:;L000 30 IgagiLINDIff UPPER FLOOR SHEAR WALLS .Scale V8' -0' LOWIDLEIDPIT CA 040 S. ? 2 \ AS 0 SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS z a .44 TITLE 0 JOB NO. : 9908323 BASE PLN B200-073 11997 UBC1 SHEET S3 9908323 J