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HomeMy WebLinkAboutPermit D2000-300 - FOSTERVIEW ESTATES - LOT 23 NEW SINGLE FAMILY RESIDENCEFOSTERVIEW ESTATES LOT 23 73706 43RD PL S D2000 -300 City of Tukwila , Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 261200 -0230 Address: 13706 43 PL S Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: GAS Units: 001 Setbacks: North: Water: 125 Wetlands: Contractor License No: DUJARD *204L0 OCCUPANT FOSTERVIEW ESTATES - LOT 23 13706 43 PL S, TUKWILA WA 98188 DUJARDIN DEVELOPMENT CO PO BOX 5308, EVERETT WA 98206 JOHN KAPPLER 14311 SE 16 ST, BELLEVUE WA 98007 DUJARDIN DEVELOPMENT CO PO BOX 1059, SNOHOMISH WA 98291 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** . Permit Description: CONSTRUCTION OF A NEW 1,568 SQ FT SINGLE FAMILY RESIDENCE, 450 SQ FT ATTACHED GARAGE, . 100 SQ FT UNCOVERED DECK AREA AND. 108 SQ FT COVERED DECK AREA... (BASE PLAN NO. D2000 -061) PUBLIC WORKS ACTIVITIES INCLUDE:ACCESS,LAND ALTERI NG AND STORM DRAINAGE. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 146,324.88 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: jjs Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 40 Fill: 44 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 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** OWNER CONTACT CONTRACTOR TOTAL DEVELOPMENT PERMIT FEES: $ 1,371.95 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature:_ I hereby certify that I have read and examined t s 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 permit. Signature,: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. NSFR DEVPERM DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: .0 South: .0 East: .0 West: .0 Sewer: VALVUE Slopes: Streams: (206) 431 -3670 D2000 -300 ISSUED 03/01/2001 08/28/2001 Occupancy: DWELLING UBC: 1997 Fire Protection: N/A Phone: Phone: 425 - 334 -5018 Phone: 425 - 641 -5320 Date : ($— 1 0 ) Date 347(2j Print Name: 044 4 ._ Ca_- 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. z � ce 2 • ' JU 00 y 0' w W. J H' w0 g a . � 1- _. z 1- Z F-; w w�, 0 �. w O I i i z 0 ~' z CITY OF TUKWILA Permit No: 02000-300 Address: 13706 43 PL S Suite: Tenant: Status: ISSUED • Type: DEVPERM , Applied: 09/08/2000 Pardel #: 261200-0230 Issued: 03/01/2001 **********************.k*******************k******************************** Permit Conditions: I. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. • Engineered truss drawlngs calculations ,shall be on site and available to the building inspector for 'inspection purposes. Documents shall bear the seal and signature of a Washington Stete'rofessiona, 'Engineer. • Any exposedinSUlations-backing material=sWall have a Flame Spread Rating' of 25 or less, and material shallbearldenti fication:shOlOng the fire Performance 'rating thereof: • All construction ,e0 be done -in conformance with approved'', plans and requirements of the Uniform Building Code (1997' Edition) as amended, Uniform Mechanical Code (1997 'EditiOn), and Washington State Energy Code (1997 Edition). • "NO WORK SHALL BE DONE IN ADDITION TO THOSE MODIFICATIONS OR REPLACEMENT OF EXISTING APPLIANCES AS DESCRIBED ON THIS ORIGINAL MECHANICAL PERMIT":: ' . Plumbing permits shall be obtained through the Seattle-King , , it County Departm f Publi ent Hee h; • Plumbing will be ,! •, , . inspected .by:that" ■ including all gas piping (296r4722). . 7. A1,1 remain-inOlaced concrete shall be treated wood: 8. Validity of Permit. The issUance'of a'Permit or approval 0 , plans, 's0ecif ications , and comp,utations shall not be con- , strUed to be e for, or an approval of, any violation', of any of the provisions of thebuilding code or of any other rdinance of the jurisdiction'. %No.permit presuming to give\authority to violate or cancel the provisions of this ' „ code shall be valid, , 9. Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical - , 1 t ■ work will be inspected by that,agency'(248-6630). 10. All mechansical work shall be under separate permit issued by the City of "Tukwila. 11. All permits, inspection records, and approved plans shall be , available at the job prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 12. Applicant shall obtain a separate plumbing permit from King County Environmental Health Dept. @ (206) 296-4932 for any plumbing modifications inside the building. 13. CONTRACTOR SHALL FOLLOW ALL THE RECOMMENDATIONS OF MAY 12, 2000 FOSTERVIEW ESTATES SUMMARY REPORT, GEOTECHNICAL ISSUES COMPILED BY TERRA ASSOCIATES, INC., DECEMBER 16, 1998 AND ALL THE CONDITIONS OF FOSTERVIEW ESTATES PLAT L99-0018, SEE SHEET 4 OF 4 WHICH IS ATTACHED AND MADE PART OF THIS PERMIT. z z re ' -J 0 0 0 w CO CI CO ILI U) a. w 0 g Li. < _ a w z z 1- 11.1 2D 0 m 0I— LU w I IL) Z U) 0• ' ALL STORM DRAINAGE PIPES SHALL BE ASTM -D 3034 SANITARY SEWER PIPE WITH GASKETED JOINTS OR ADS N -12 PIPE. THE GEOTECHNICAL ENGINEER SHALL PROVIDE A CERTIFICATION THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. THE GEOTECHNICAL ENGINEER SHALL PROVIDE CERTIFICATION ON A LOT BY LOT BASIS. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off - site or into existing storm drainage facilities . 14. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 15. Driveways shall comply with City commercial standards. Driveway width shall be a 25' minimum and 35' maximum. Slope shall be a maximum of _..15% Turning radii shall be a minimum of 10' The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. Work affecting tra;ffic' Mows shall be closely coordir ated with the.City. Utilities ,I nspector. Traffic "Control Plans shall be submitted to Inspector for prior approval: FROM: OCTOBER'1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT :ARE • 3H -` 1V' OR STEEPER AND 'HAVE A VERTICAL RISE` OF.,.-,1,0 FEET - OR MORE AND ,WI'LL ,'BE L,INWORKED FOR GREATER :THAN; 12 HOURS. DUPING. • THIS:`, TIME PERIOD. COVER OR MULCH, OTHER DISTURBED AREAS,;' ,IF THEY WILL ;°` BE UNWORKED MORE THAN;' 2 DAYS COVERED ;_MATERIAL MUST BE STOCKPILED' ON'° SITE AT THE BEGINNING OF;. THIS PERIOD. INSPECT AND `MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE:., DURING AND FROM MAYF:1 THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN TEMPORARY `EROSION, PREVENTION AND SEDIMENT: AT LEAST ALL DISTURBED `;AREAS OF THE SITE SHALL BE PERMANENTLY STABILIZED PRIOR—TO FINAL CONSTRUCTION, APPROVAL. 19. ALL PERMITS, INSPECTION RECORDS, AND APPROVED PLANS SHALL BE AVAILABLE AT THE JOB SITE ..PRIOR.TO:THE START OF ANY CONSTRUCTION. THESE DOCUMENTS ARE "TO'BE MAINTAINED AND AVAILABLE UNTIL FINAL INSPECTION` APPROVAL IS GRANTED. CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILTIY INSPECTOR MR. GREG VILLANUEVA @ (206)433 -0179 OF COMMENCEMENT AND 'COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. APPLICANT SHALL OBTAIN A WATER CONNECTION /WATER METER PERMIT FROM WATER DISTRICT #125 AT (206) 242 -9547 AND SANITARY SIDE SEWER CONNECTION PERMIT FROM VALVUE SEWER Signatures r ,' Date: e.::.;•s Atu...u� ..: �! w.'.., r..:., u..:.. w�... �.,.:, ��.. 1.,.:.. W, wn,..::.:.: L: �:f. .�:t,,,.:..». >F.W.,..r;.:,:�:.. ?�:, , >.:. w;,... w:. ....t..l...,..;.u;.w..�z.u.... .:.::. DISTRICT AT (206) , .\2 -3236. 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. I .aereby certify that I have read these conditions and will comply with them as outlined. H All provisions of law and ordinances governing this ~work will be 'complied with, whether specified herein or not. The granting ofthis permit does not presume to give authority to violate or cancel the provisions of any other work or local laws regulating: - construction or the performance of work. w �? , U O coo N W w WO LL Q. Ea o F- W Z F- i 0 Zr- 2 D V o O N' o H IW W' 2 c • Z O ~ z Project Nameffen& -mmo I Value of,Co nstructtiion: , Site Address: Pte- 43 ` City State /Zi Tax Parcel x Number: 11 21 0 0 14E 1.0v — 0 t2v Property Owner: Tti 6):-,),A Gds Proposed New Square Footage: Mb 154q. ft. Dwelling I "O sq. ft. Covered Deck(s) Phone: � 2 � r , 1 5316 Street Address: City State /Zip: e o. t�ox. Sot. 50V-fir tt.A it. Fax # : S �3� `�Jp4 - l Contractor: ^U . V u c Phone: 1 - An D� >l.. Street Address: Ov.. -.., rattrt rP- City State /Zip: Fax #: a-►-- oile dr -- Architect: t� ' LA_ ` L 7� �� . Phone: 425' - to4l-520 V � Street Address: City State /Zip: I4 it 5• e. tto 4h l\ovut .u31). 'o,- Fax #: A''2s - 441 - 5'3 8 Engineer: EN- l -r�l '2 l OL, Phone: 425 7 7 i - Lo f Street Address: IA536 - Ak. W , 446 P. t'A -41 City State /Zip: J& View Fax #: x}•1.5... '775 02-Ve Contact Person: Ake 1 Phone: A ✓atOC__ Street Address: 6 oi4irefre. City State /Zip: Fax #: a4-- odadve , Description of work to be done: 0 eArj C 2 FP- -(t - so..., Ply -F 69 -- 6 40 -mmo I Type of work: • New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: • Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: Mb 154q. ft. Dwelling I "O sq. ft. Covered Deck(s) 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) NA. *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 TUKU` Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 SFPERMIT.DOC 2113/97 F• ' TAFF USE ONLY ProjectNumber. Permit Number Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. I PLICANT ; ; R EQUEST.FOR PUBLICsWORKS SITE/CIVIL.PLAN R T H FOLL;OWN t( s i i �. + .t to .,o - i .,: . s ... , IE OF � R7 e C � < A>l ?? .;(Additional reviews shalltbe,determtned by.,the Publi`c,Works,Department) . a ,... Single - Family Residential Permit Application ❑ Channelization /Striping ❑ 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 ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # SIze(s): Est. quantity: gal Schedule ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: 5 -- ~ Applica aken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING': OWNER OR AUTHORIZED :A E T: = Signature: /'/ 1 �lf Date: , c--02) Print name: ( c ( neme Ouzo._ Phone: Fax #: Address: . 1 . City /State /Zip: ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUS E SUBMITTED WITH THE FOLLOWING: DRAWINGS PREPARE. iv A REGISTERED ARCHITECT OR ..fOFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL > ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D 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 Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. . 5." Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, _ 1 'downspouts and foundation drains, and where drains tie -in. I— w 7. Parking plan. re 2 8. Lowest building elevation (if in Flood Control Zone). o 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. o o CO 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. u) w 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). N 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the w o high water mark. a 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). u =a w Foundation plan and details z I _ � ❑ Roof plan Floor plan z F- uj LU ❑ Building elevations (all views) m o ❑ Building height o ❑ Building cross - section w w CI - U Structural framing plans and details necessary to completely describe construction - F. ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available tii z at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. U ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, z Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ 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 ". Bullding /AUthorized Agent If the applicant is other than'the.owner, registered architect/engineer, orcontractor licensed `< • 'tiy the State of. Washington a'notarized letter. from the property owne authorizing the ,agent to submit this permit application and • 'obtam;ti%e permif,w1116ereq 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. tl t'. • '-' *{ �, �,• a4h*'* al ddr * *•A •��� * *�dr�•a\ *:•1 *al�l�. fat : *�4•a1+4 *� *a* Ord <.t� *� *•a 1 1 CITY D TUI 14IL(.. WA •i•RAi•t514I r 'a1 *,1 .********• k* lr* 4** dr• A• r ** * *** * _ 1 *al *e *t114• * ** *al ** * *.•-a4* *•hil•si *at4*** TRANSMIT .l1umbera • R9800355 Aino tnta 400.00,09/08/00 :14:45 Payment s+fethodrr ChECI< Mutat ion: i)IIJARDIM OCV'r I.. Init, L1.hl • • •k/ *** o4**; a z t *sssl*4AA*a\ * ** * *A* ? •.44 *dr * ** + **4-A * *4*A4. * *•k * + *ar ** * ** * * * * ** Account 'Cade pe'c:r iptian Amount 000/3A5.830 PLAN CFIEl :: - 'REfl 400.0° Permit No 02000 -300 Type: [)C.V'PERM DEVELOPMENT PERMIT Parcel 1>R) '261200-0220 r;tte :Andres ,PL Total Fees: 1 661+.4 r Thki .`Pavirrent 400.00 'Total ALL Pmts: 400.00: i3 a1 once 1 • 7779 09 /11 9710 TOTAL 2800.00 • ".'�� <'.,..a ° , ?•tf.2i1us dl>. &',f��}te6,:ii.f+xi:i1 •,�r,D:arl:,.kldRfti'�.A .::•.,a�.�is^1C. »,tit ?. / iY... ,i.:= `1n..t.x.uL:<, r < aA,xRi i.,., ,t +., i r,,..,is..l,.;.,...a.., tCi0 r ,e(A IK+'ru�Y Wf U O' U U; : co LL C g u. = - W Z � E O Z F- :1p '0 N; W W. u a w z U gl '` O Permit Nce,D2000 -30() Tyne: DEVPERM Parcel No: 261200 -0230. Site Addre5s: 13706 43 PL 5 WccOunt code 000/322 100 :OCH)/345', 830 . 000/3.38b.904 000/342 >4400` 412!3:42.400" 000/322':100 ;0.00/345.'830 ''h ** * *:R * ** ** * * * * * * ** ** *********** * * * *•k* **** *k * * * * * *k** * * *•k * * ** CITY. OF TUKWILA- wA 0 " TRANSMIT * * * * ** * * * * * * *k * * * * * * ** * * * * * * ** * * ** * * * ** * * * * * * * * * * * * ** **fir ** .;.TRANSMIT Number: R0100275 Amount;: 1..371..95 03/01/01 12„25 Payment Method: CHECK Notation. DUJHRDIN DEVELOP 'Init: TL0 DEVELOPMENT PERMIT Total Fees: 1,771.95 hie Pavmerit 1 ,37/.. Total ALL Pmts t 1,771.95 Balance. .00 * * * * * * ** * ** * * * * *'•* * ** ** * * ** * * * * * ** * * * ***** * * * * *4 * ** ** * * * ** * ** *** Descr i pt i an" Amount BUILDING' RES 1,256.95 PLAN CHECK -» UTILITY 20.00 STATE BUILUl:NG SURCHARGE 4 INS!' FEE - UTILITY 15:00 I.NSP FEE- STORM DRAIN 15.00 LAND) ALTERING PERMIT FEE 37.00 LAD ALTERING PLAN CHECK' 23.50 32 (13 03/06 9710 TOTAL 1238 , 2 0 0 u o V) W W I f- ; W 0' a i - d ' W Z � H O Z H: ILI La U 0 O � i o Hi W w, Cu z WN .. Pro d .0 /� �7 e JX.Pu -� /` �7�0'� Type TYp p -e•Oe AddrPss. V6 Z S .:� Date ca /v '7 , .5 7- 6 Special instructions: Date wanted: /a-/6 D/ a.m. p.m. Requester: EG G Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: PERMIT NO. (206)431 -3670 Corrections required prior to approval. 0,,e0, ,,s P .00 REINSPECTION REQUIRED. Prior inspection, fee must be paid at 6300 Southcenter Blvd., .uite 100. Call to schedule reinspection. Receipt No: CP. eYvy .�Ir. =^� fLt iti.• i.:_. • 74 x • • •••... Date: Date: 10 - 44::3.4.1. •*31 r.✓r'nL? �w U: U W 0 J U- W 0 ' g -J w �W I. Z I— 0 Z I— M o: U CO 0 I— to LI • Z' - c I•= _ 0 1 Z • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Project: D re ss: ' ti 3 PL Special tnstruc Type of Inspectio Da a ailed o �/� /0/ Da t w ted: ; to f /D Requester (-70 V:: Phone: Approved per applicable codes. COMMENTS: P2/4 /19 lidYks $4. 00 REINSPECTIO FEE REQUIRED. to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. '`. I Receipt No: Date: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval;. Projec Type of Inspection:nr ' Add`es: :b 13 Ili Datecalledi og Date wanted: l l.') , a.m.: p.m. Special instructions: t 2. 3 Requester: 5C- - (J+-tn C 6 Phone: 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 f COMMENTS: I r 15 ..... : t2 Mei to ft ') c tI .p'I --wt S c f ((qJ t / ( ( C DA fre4 (-e a --LA.-a) Corrections required prior to approval. Inspector: t V Date: (DP `01° J ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4 . ISp "Y7id.,l(ihP ir:e j4, }4 y.'gife44,14fYr.M44.4'4 v. O O 0 0 . W I J LL; w }. S9- Cy H =' Z �`. 1- O Z W w : d ▪ e n oI— w ui V U. w Z ` - � ' O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDINb DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98 88 Z (7 3oc PERMIT NO. Project: L_t_ 23 A�dre b L-1 !O' S Special instructions: Ty.e of Insp - Ion: Date called: Date wanted: 1 a.m. Approved per applicable codes. (206 431 -3670 Request r) X1(9' 1 Corrections required prior to approval. COMMENTS: L I Inspector: A J / ) r I Date: / ` ` t / J � `�-t V � (_�'t_ , �./(� t cam' $47.00 REINSPECTION fEE REQUIRED. Prior to inspection, fee must be paid. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: I Date: bi;;a!�' a,:s 'u g' . r5 °aSirird1. ?. . °',4:i;CAi kth6V4 i'rAA: '4A. !r 'a le•> ^'itfiio ;14 u:A • 4btf:Ar: ,Proiect: :ALF 1 . • '''',.. ros4ervi -t. - ... 1:50; lypection : , , uilboar-ec, Da LAI . /1 1 ci r . 0 . .ff :/:2:. s Special instructions: . , Dale vytnied: / P. . 'i/X Re ester: — T Po e : . 9.6 961 0 Approved per applicable codes. U Corrections require(' prior cg„ co d pp i Uvcti. COMMENTS: , . .., N . , __.. A i,tejAA( 4 1 .......- .....• ,Date: / W-40/ Inspector>„/ f_.4.4.. 1 z "7 - • • • INSPECTION R E Retain a copr INSPECTION NO. CITY OF TUKWILA BUILDING . 6300 Southcenter Blvd #1 00 Tukwila, (206)431-3670 E 0 I Receipt No: INSPECTION FEE RE I UIRED. Prior inspection, fee must be paid Southcenter Blvd., Sui e 100. Call to chedule reinspection. Date: *.rN. 3143"." 14074 *efkiwie ^4440.4core44,11 Pvkore,koct.4,4'41«:4-.+0;.41$4.".,k.', • • Z re II/ 6 U) 0 unuu la 0, u . cr)D 1— uj I Z I— a Z ul, 2 D; CI c r — U.. 1 6 Z 1 0 h Project: { ,,(,, a I(1.�) • t.Ul . (-t Type of Inspection: - - - - (( t/.9i.�C ddress: 137 OLR Lf 4 f t S Date called: C V /Y( Special instructions: Date wanted: g 0/ p.m. Requese Pone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION Approved per applicable codes. COMMENTS: /9 0 IOYJ fovea( "SO k er+1:6 Mot Inspector: u , 47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: u.� ;� .,.ki:t-,.G , t. 3L, ,�.�,�( oy. w sr ♦+ } ! �� i� { . + c3 ° '* ��T�t�JL�."_Y:�.Y�va�: t r... >u "�!i7��.:�.w� °3at;:.iti4 Y.txtil�iT :ni3:+"d d3i.'F.'i.. 5�]: 7R "�'.vY. .� u�i1ti+6 • (206)431 -3670 Corrections required prior to approval. r Date: C l` 12 - 0 ✓, s.:i.: ii .. t, .. a�. Vrahvkw14 rw;:Wr'n.fx∎Potktnkifil.�,esEni: a H re w 00 NO " fA w W O ; J d ` = Z �! 1- 0 Z � O U OI 0 N 0 H ` w lu F LL 11 Z z INSPECTION NO. CITY OF TUKWILA BUILDING DIVJSION 6300 Southcenter? Blvd #100, Tukwila, WA 98188 Approved per applicable codes. (206)431 -3670 je t: t ddress: "�' 1 X 010 Special instructions: of Inspection: /4A gC 1 Date called: Date wanted: c/t!O a.m. p.m. Requester: ' L Phon 25 -319_ .2&77 Corrections required prior to approval. COMMENTS: Frr i s,) Co rYecki On S ro n^ I ee fOr # b compl -etc - a p i p novel g Ierlo r No-`\-N vy' oc o ed Qper() Ufa N C �G Ct►n,^,� 4 ra Wtl1A ‹,'i t Plc/ to 0 k $ so l e-a-\- 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: r Q .w }; �+ �� ✓ ii. 3.. Wltiti5+«C' 6 ..4�:�. Y`�'� �:r..��w.a:ri! li ar y 4� c.1:3:wS'6.1a' Lx 4 Project: t oS,s4er oe + i �-- Lo 2 Type of Inspection: Fro., N'I lr\c 131 D O 43r P� s D ate Ile': / �� 3r io1 Special instructions:1 Del w nted 0 1 .m. Req ster: CL � Pho e: INSPECTION RECORD ` ' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION Approved per applicable codes. NCorrections required prior to approval. COMMENTS: 'GCP.S vLni.c.S`r T 592 2 j a r \ l v Ot &AA v,� S G I rs � G EA s, ace, ; :vyo ib r. s`i ■ h roowt -ice � ��� � I l L u r KVA +s t.1 ■ \h 1 2 3) Ati-, 1 rr \� -� . r d s S.) lAJ c 4 'r a,r' v,,) ha\ s i� c rate- ID. 4 Aer - -' AOrtnai I - o t J $ no; Ls 7 .) -ki 1 , \--7- DI DA■ss,ra a+ 0 .9z, ,€ Air twil To y-a t.. ) 014 ' q Inc ai Inspector` Go,vuci - C. ` I Orate: Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: I Receipt No: (206)431 -3670 W • 0 0 . N ' N W: I — ; W 0 J ; u_ 3 . = , Z �..< z o LLI U 0 O F- 11/ u i I— U ; li z - O~ Z CCOMMENTS: Type of Inspection: fri j , 1.04...)0 (b 4 .,.,. yet ( c Address: QQ , ` p r s f .5 p i D 6 ' PC. C, 6 b Special instructions: 660/ BcLTS -- .5 70 4 .1 A14 // 44110 5 4 C. ' ics,;t7ii r /-//9 NG S CPP11 ,z 7dd 2 4a rs i (4..)s 7 Cs✓//9 / / • 014 £7 74/2_ _Pr: 0/', U/ SL /T( ___5,4 W1 // Project: ►`n,a.V: ., Pe —4.) • L a-I< 23 * Type of Inspection: fri j , 1.04...)0 (b 4 .,.,. yet ( c Address: QQ , ` p r s f Dat cal ed: 1 Special instructions: Date wanted: � Requester: 1 r V/14 C:1-- .L6 Ph e : / / ?T ...,.. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 f Approved per applicable codes. M Corrections required prior to approval.., nspector. 7.00 REINSPECTIO at 6300 Southcenter BI R ceipt No: Date: c' /..•7.3j� 'FEE REQUIRED. nor to inspection, fee must be paid , Suite 100. Call to schedule reinspection. Date: , x W • U. oo co o W u J W O( u_ Q,. d : I— W Z H 0 ;. Z U 111 uj, ii Pr ct: 0 Type of In pecti n Address: , f O (i ( 1 3 i�' S Date call ZU f r Special instructions Date want Ad: / rYt'1 _ , / Re ester. I Lf/y7SSS7 # � 0 Pho 0 "" quo Li 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION. NO. CITY OF TUKWILA BUILDING DIVISIO • Corrections required prior to approval. COMMENTS: . /r� ss Afh 7/ eats : S 4' 4t/1//, .ShO Eire 6 FEE REQUIRED. P d., Suite 100. C Ins•ec 7.00 REINSPE TIO at 6300 Southcenter BI Receipt No: Date• or to inspect on, fe must be paid to schedule reins.ection. Date: a* Ater.*IegFaillz' --Mar rx, N. is.'a`F.n.xfLS11.4 41, • " s. 3;1;X.:fV1!lP;l 5 .W';^+iL4 u9lMw�siuyP�Nti•,, s4 4. ra COMMENTS: 3 Type of Inspection: / ..5-A,-,4,-a,1 // ,r- FXiGR Oa, .71' 7T (.J 41/ .� 0 iiG _%) a 414 kA6F -1 A./-s /.o -.(x/r-1 // 1 5S 1 /V . 5 . • m i & 5 7—J: .)3 7 . ,9) e 7 ' / d' S i O'0 , 4 / 1 0 f , / 1 T ,c C a i S L i ' - 3 , v Project: P2).5 , (/1 7 0 �/ J o - / 3 Type of Inspection: / ..5-A,-,4,-a,1 // Address: /3 7UC g3 pc( Date called: -7- - 0/ Special instructions: Date wanted: a.m. 8-//-o ( p Requester: Phone: 7 'z/Z - 33 0 -96a5/ 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. c2- -, -4. x-&- Corrections required prior to approval. D2 00-3 PERMIT NO. (206)431 -3670 u - REINSPECTION/ 4EE REQUIRED. nor to inspection, fee must be paid 300 Southcenter Blvd., Suite 100. all to schedule reinspection. Receipt No: Date: u• z. tx. ��: i�:. �x. a? r. 1 ,; duP. t7aJ�. d; w� +.+4it/+m"�».�.MSa.�-711:iits3 a5 481L,.nV A` =.,4; 1E t O CO Lt. t u i U 0 ! 0 rn CI w uj 2 O B. . Z ; 11 ph O Z `Pr je ...... , v1 e y: ?! L c 4 L 3 j e of Inspe lion: Lot -Ar o ca r +f * ;AA drag: > PL- Date Iled: 7/2-3/c1 r,,. _ .`. i :; -1 1 Nn 3 Special instructions: Date anted: a.m.`` /2L 1 C 1 p.m. Requester: C -Ir y � ` Phone: Hal - 330 t( 0L) (pproved per applicable codes. INSPECTION RECORD Retain.a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,4tli , Tukwila, WA 98188 /! j.. TP ` aoO 2Od� PERMIT NO (206)431 -3670 COMMENTS: Corrections required prior to approval. Inspector. Date: 24_ $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: ssafta� t U31v " yriStauiaJ:s:eM �.,a,_., at s &e7 atS * .idtifr' Project: V V lets — L c��_ T of Insp coon: -51 <<b Address: ( ' 4 PL. S Date called: t4- c 0 Special instructions: CLrcie c/ CO r,5 Date wanted: U / p.m. Request P ( h � o f ne: (�� 4 A pproved per applicable codes. Corrections required Drior to aonroval , , INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILABUILDINGDIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 j (206 431-36 COMMENTS: i-1 $ .+ I REINSPECT! • FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: �1�11! r$ SSNi 11�f.4.'�'.ki3c+�j4�'t���?�tM aii a ' }k+r ,. 5" .. M111�#c Jtrt tibi4v sda,iiiit�nS.' thVAiltadi li ii:41 f,1∎MW ';:, Project: /' Type of Ins ' ecti • : ' U Address: ' Date called: Special instructions: Date wanted: (r "4i0 / P.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 COMMENTS: •proved per applicable codes. PERMIT NO. INSPECTION RECORD Retain a copy with permit (206)43 -367 Corrections required prior to approval. 0 $47.00 REINSPECTIOW FEE REQUIRED. Prior to inspection, fee must be paid • at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • .J Ui 0 . !S W; W 0 F — 0 z l— U D ; D1 W' ; I I U V co: Xi 0 Project:r- - ( � r i / /( ) Type of Inspect on: `", L- 1'�i..e �5 Al /I N / 7 Address: ess. - ti3.f.(f.: Date call ,---/(i--0/ Date wanted: ...../ g":„.. � � _ C°J'. p.m. Special instructions: f a Reques7er: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd #100, Tukwila, WA 98188. (206)431 - COMMENTS: Approved per applicable codes. Corrections required prior to approval. Date:/' J :� $47.00 REINSPEC }6N FEE REQUIRE t . Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ��.,�...erus,�ai�:re� �:, r: ��..�..�C'�r'"SR'"a"ts�1�.r ark:: �,.a�.`'r err. ��!; s�: P : t' �ia� •r .. :f 3 Wra,,.:Ag o: IibFliFY �eYJ l..w�.S+l "1;.' UO (0 o ' W W; J' fn LL; W O g J Imo < = a W Z 1— C.) 10' AP O r = H, W 11 1 ': H U O < Z '; 0 Z Pro . 1 '" �ll f 111 �' Lot Ty of Inspection• h& i, - LL..In - t (0 r l pLD 134 P S Date called: D Special instructions: Date wanted: / �/� / LC' 4 - ,�, } (gym f RequestR , f`�C P ebCp'R !-• 03g4 INSPECTION RECORD` Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -36 Corrections required prior to approval. COMMENTS: C SA Ss• /)r 0 Approved per applicable codes. 1 -0) -t, $47.b0 REINSPECTION FEE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. Receipt No: Date: •• S: ^.C.�`,�: .x.it�l��+�..' - 39.•. Yaa' �' i�r3� 'r(i`:'�a�rsa.�'�:i.i�Ce�'2�1� `"``t � � ` ,, � /� yy����t�y �� '¢ � " r�.� 2�";. � ` �.aiai arts.:'rk 1 1i td.a.444 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Pr.' • ct: T se of In pect'on: . �!s-icry - -�f z . a , • ,. I ti A � e r t 0 4 43 P� . Date c4Iledh 0 Special instructions: Date w nted: V 5 e wet '91 Requ ter: Pho 2J - 2 2 7 b3S7 k v 4 Approved per applicable codes. CO MENTS: El Corrections required prior to approval. A I Inspector: / A ! ^ Date: $47.00 R INSPECTION /,' PECTION FEE REQUIRED, Prior to inspection, fee m� 13( at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: I Date: ,wtt d r • ... �" t., siL ', x�iV'�at 15 Af�ew.ltlf,C4'�"s`k S Z a1.l» rai S�`k' �.i:W.fr"+dl ,w... }:..1.•. ti..zrtk'J"ot A.r.tt1;45 K�!.3:ds?4 3Nt�' (C, • :",+' r1'' rt e • Vi 00 to 0 . J 0 g u. d _ I 0. Z r- D O U ? DI— W w '. I U. Z . Iij ' U � i 0 Z Regain-- _current..inspection schedule,,: Needs shift inspection Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: INALAPP.FRM Approved with correction notice issued Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575 -4404 • Fax: 206 -575 -4439 . ' "7 . 4. �. 717- ''., Gr.F' n`77 47,7f• ( .:.I'tiv rti + �� r 1: � �i,a��,r`�'i�a.• -'^x �•..; z1�r•�^+ .— ,� —.,. �F� �.'�'rn. City of Tukwila Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Steven M. Mullet, Mayor permit No. A'1 -- Zq'7 17Zoo0 -210 z z. rt 41 2 ' U O ' ( W = J F- !n lL W O 2 J co ry V W I"" Z I- O z H U 0 F- W uJ 2 r ui 0 I- O z . ij z h�l 0 a\99 \99082 \9908221DWG 08-20-2(101 Shoot FBL Workstation BryenO • I 9908211 I'll Kappler Architects, P.S. 14311 SE 16th ST. • Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 _ DUJARDIN ate By o..o�& n "" rut PEWIT SIT � . v�rw sn �uesaiavrnrwraao.o PLAN 1568A FOSTERVIEW ESTATES Ms DRAWPG s © +rE.o Are s 1rf MIME F MM' of 1rf ARC ITECT Il U) rn ti rn o m C7 NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • r f s► r 140 ;Uri :0111 fl oil! 414141 R � Le) s• ze) or RETAINING WALL FOR FOSTERVIEW ESTATES TUKWILA, WASHINGTON Jamieson Consulting Job No. 20181 RECEIVED CCTV OF TUKWILA PERMIT CENTER EXPIRES 8/23/9/ 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 w 0 ¢ J Q. co rx. o H LU Z F-. D (.) N, ;w • ILL o z, v N ?, _ z t . C JAlMIESON CONST ING Consulting Er. :ireerin` & Project Manager:era 20 , SI =_Y 7),1 Z JGB NO. 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 ('°i) 803.2581 • FAX (423) 803.3289 OAT! SHEET N0. 8 TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT UNITS COMMENT 35 0.267 4,67 a 50 w4 0.67 w 0.67 t 0.67 toe 0.67 heel EFP # / ft3 Equivalent fluid pressure Cf Coefficient of friction against sliding (includes Factor of Safety of 1.5) ft Height of earth above "base" # Weight on top of wall ft Wall thickness ft Footing thickness ft Length of toe ft Length of heel H 5.34 Lf 2.01 fs 1,495 fs2 1,732 Lf /3 0.67 X 0.42 2Lf /3 1.34 F 499 Fk 207 FS 1.519 Mot 888 Mr 1,349 Mu 1,010 W 1,094 w1 375 w2 467 w3 202 x1 1.67 x2 1.00 x3 1.00 x4 1.00 # -ft # -ft # -ft # # 44 rr 3' R ft ft ft ft Z5G0 Pl d ux zoK/ d= Cl � Pnhe7 spAAls de,z. () #4 4 - .7.-,010z 3 g=,0317 14/ 14..I IWO ( 47 )- 2 =4o xs/ JCS NAME F 5/ e' kV fEw ft Overall height of equivalent fluid ft Total footing width #1 ft2 Soil bearing if X is in mid 1/3 # / ft2 Soil bearing if X is not in mid 1/3 ft ft Location of resultant force ft # Total horizontal force # Net 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 pct) Weight of wall _ Weight of footing g ig r• N (4# 4- 70p ll(I 111 4e 10"Ot C. cbioz (Al W1 r 4 J S /(G d or c, 111-7 3EA 5 (3) #4 ca 3 " CL RZ JC JAMIESON CONSU°'"ING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 5.33 50 0.67 0.67 0.50 1.33 JOS NAME ( JOB NO. 20 (Si DATE TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu w1 w2 w3 x1 x3 x4 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 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft ' # - ft # - ft # - ft # • ft ft ft ft ZEO P/ -i 1. K51 l � � u = 1.5 A ti ar t cl/Er.,e 5P4/t) Fog SLxy, A = 0.442- d= 2311 kf zo, a°1' 5C(/) SM / ; ' 7( 19) / COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness .Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing SY . D 1 4 �" SHEET NO. ' OF Cet- g 3"ce2 d, 6'1 rl 1 rl e III - =I1�_ 'I1 A-r SE' (3) .H 4cotlr z U O • NW CO LL W Or LL Q . !a H W -0 z �� 0 w u i u. z ; 0 ~ ` JC JANIIESON CONSU1 NG Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLA-ND WA 98033 t ' " ;) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 6 0.67 0.67 2.00 0.83 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME EFP Cf ?7- 4e e'sac. 1./0,EIZatI74 OUTPUT a w t toe heel H 6.67 Lf 3.50 fs 1,155 fs2 1,246 Lf /3 1.17 X 0.85 2Lf /3 2.33 F 1,079 Fk 654 FS 1.515 Mot 2,631 Mr 3,985 Mu 3,672 W 1,591 w1 . 639 w2 600 w3 351 x1 3.08 x2 2.33 x3 1.75 RNi ¢Gf orc, Ma- I09914, ¢5 UNITS # / ft3 ft ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft �b 54 00 :O7?Av( S 4 /Q5 S JOB NAME JOB NO. DATE SHEET NO. I! 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 - c 2509 F5, = di D K$ l �� Neu= 3,67K' 61-4/1 ,4 3,)z/ o J N p FrE ti/ev) 2.0 /0/ • III =-Ill BY (z)d -ivp CIS. 111 44q /0',C, 161 /" I rct g 2 - .44Jo&' OT (6)4.4 co (2)7 • ,t 8 /0" jc JAMIESON CONStrIING Consulting Engineering it Project Management 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 EFP Cf a w t toe heel H 8.00 Lf 4.00 fs 1,770 fs2 1,831 Lf /3 1.33 X 1.09 2Lf /3 2.66 F 1,487 Fk 687 FS 1.754 Mot 4,330 Mr 7,595 Mu 6,189 W 2,994 w1 1859 w2 733 w3 402 x1 3.00 x2 1.66 x3 2.00 OUTPUT UNITS COMMENT # / ft3 Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness 'Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 ft ft ft ft ft ft ft # /ft2 # /ft2 ft ft ft • # # - ft # - ft # - ft TP 3' # # ft ft ft 2500 Fs/ 6 = 4o Ks l _ u= Co,Z d= &1" s° 0,37/Al j F/4' "i4 roe #4 & /21'AC, lulu= 205x' 5.25' pcopiti sP415 //o4ez lulu = 4 ,4 h =8" d 42 2 3 /N Z ( 4 Location of resultant force FoDrrrzymoti 201 JOE NAME JOE NO. DATE SHEET NO. , OF 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 N N o 7 3)@ 70t4: C / 4 " 10' Itr - e. 111=101 4 44:joh'oec. 4x3-O" el2 "O,C� (7).e cat) T s- • • 1'. JA %IIESON CONSU.. Consulting Engineering & Project oncgement 901 KIRKLAND AVE STE B -1 • K1RKLAND WA 98033 � ' ^{) 303.2581 • FAX (425) 803.3289 .1Z -z5co CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT 35 8 0.67 0.67 2.08 0.67 NAME EFP a w t toe heel Lf fs fs2 Lf /3 x 2Lf /3 F FS Mot Mr Mu W w2 w3 x1 x2 x3 OUTPUT 8.00 3.42 1,314 1,406 1.14 0.85 2.28 1,120 1.507 2,987 4,501 5,077 1,787 643 800 343 3.08 2.41 1.71 6:25 # - ft # -ft # - ft ft ft ft xs/ ( 5,D7 K1 a !v't 4s60crC, II rap l� // roe 4-4a Pa= 04514/ UNITS # /ft3 ft ft ft ft ft ft # /ft2 # / ft2 ft ft JOB NAME F057/47Z-18E W JOB NO. ZD / 0 BYY I7J Z ' DATE SHEET NO, 1 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 . oh' heel 020 pcf) Weight of wall Weight of footing o n 1 ((l 4 4 • n I 1Z 'i CLgAg .c)r-.04j atiocc, ().o 4 c if 1 Q r C (z) TOP "CL /Z JC JAMIESON CONSt'ING Consulting Engineering & Project Management '901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803 -3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT 35 10 0.67 0.83 2.25 1.25 NAME EFP a w toe heel .H Lf fs fs2 Lf /3 X 2Lf /3 F FS Mot Mr Mu w1 w2 w3 x1 x2 x3 Ksf #4 (c Ksl 5 d= 6 4o.4/ Gyz(oO a`o.G, • OUTPUT UNITS # / ft3 ft ft ft ft ft 10.00 ft 4.17 ft 1,811 # /ft2 1,932 # /ft2 1.39 ft 1.04 ft 2.78 ft 1,750 # 1.539 5,833 #- ft 8,979 # - ft 9,917 # - ft 3,019 , # 1500 # 1001 # 519 # 3.54 ft 2.58 ft 2.08 ft R 1'' 1.Die -f, 4612 11 0,61 2,65 _ 625 1 me NAME J09 NO. 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 0 1 3" For VIEW Zo its/ sY ">.! DATE 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 2=3" SHEET NO. CO OF 4 Top ( %Z r � WSJ Gee 00 GS"orc. T 4x2!O" /(p "orc, &)04- k Catir JC INPUT . 35 12 0.83 0.83 3.17 1.25 - PL z0 / zz"` ' NAME 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 4 JAMIESON CONSLJ`ING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 ' '^5) 603.2581 • FAX (425) 803.3289 OUTPUT UNITS # / ft3 ft ft ft ft ft ft ft . # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft # ft ft xs( .t#5 4-- 0,53,,E y F /ND "P" FUg - ,'210,c, al` 0" M a /7J f i0 ••• JOB NAME JOB NO. Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (12Q pcf) Weight of wall 1 Weight of footing CANTILEVERED RETAINING WALL W/ BASE SLAB COMMENT Equivalent fluid pressure Height of earth above base slab Wall thickness Footing thickness Length of toe . Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force FOsrL tzVIEW 20/81 BY 7,4z- OAT= SHEET NO. C= 0 N 3 Q N • • •.. g44 11 ei 044 4 4ee o.c, (00 ,1L 3 c" ' r ()#4 covT •.♦S 3'CL•z 4 g 12 •'• - r • • • J. w . JC INPUT 35 12 0.83 0.83 3.33 1.83 J-AIIIESON CONSL.JING Consulting Engineering & Project oncgement 901 KIRKl.AND AVE STE B -1 • KIRKL.AND WA 98033 (425) 803.2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL W/ BASE SLAB and 50 psf vehicle surcharge NAME OUTPUT EFP a w toe heel H 12.00 Lf 5.99 fs 1,981 fs2 2,059 Lf /3 2.00 X 1.61 2Lf /3 3.99 F 3,120 FS 1.584 Mot 13,680 Mr 21,667 Mu 23,256 W 4,966 w1 2727 w2 1494 w3 746 x1 5.08 x2 3.75 x3 3.00 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 beating 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 Dcf) Weight of wall # Weight of footing ft ft ft 7'G - o ps/ psi ,o5 At= 23.5g/ Srl 4 = 0,744/ 45e5do,c. PAO 4 @ /o'0,c sal k/ 1 /0rl Id' 5Eictgri: F0 7 .-V Ze /S/ BY VL1 JCS NAME J09 NO. CAT= • Q SHEET NO.AL OF • 4rop V. s- « I A - V " 4 &-S'Or c1 c=k--4- 4G/o'Or , l 0-1,54g c- 5 "0rC, r. Gv /b o c, (i)W4cct 91 J (z) Orl l� )re l / 1 JC JAMIESON CONS' _rING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 a= 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 W w1 w2 w3 x1 x2 x3 x4 8.00 3.84 1,788 1,789 1.28 1.26 2.56 1,120 221 2.416 2,987 7,215 3,906 3,368 2199 733 386 2.59 1.00 1.92 1.00 Z502 r 3,9g d=6" ,e/e_Eyfo,c, UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft K5/ n.3 /A/ t/ . i41D ' �1/ "pow # 4e- /v'o.c, , /h= /t47 WD /N& FOOP/t6 SP/WS t / /VVT of P,4 s/1/V JOB NAME JOB NO. BY DATE. SHEET NO. OF COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1,5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing / • e tt (z)ii 4- roP !I • � ` I 11 4-&/0 c, /f' lYz t� • c 4-L e'orc, r 4;43'O' @eoC, \ ( catir or s ' D U U too W W 0' u_< I w . Z LU -12Z - .0 UJ U 0 O N o f- IV 0 Z ~ z JAMIESON CONSULANG ..J C Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425.) 803-2581 • FAX (425) 803-3289 7 / 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 H 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 zc-, Fs, 40 xs'/ 4 o.47?/ 4 5`orc, ,i'' , V t, AVe d 4 /o'b, ct biar.3 67s' /JO ,,&T sLta /46 ; FccT /JJG 0PA -IVY 7e1Z, NET o P, s/VV. . JOB NAME JOB NO. BY DATE _. SHEET NO. OF COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desig Total weight on footing Soil weight on heel (120 pcf) Weight of wall -.___ Weight of footing I d' S • )4-4. 11 l • "1 4 . 4 -&l ac, lk"cto4i2- . 4.L &- / sk4k3- 'O"e lD "Orc, Ok4-cavr 3 " /7 ixw 00 to 0 toui w CO u. uU 0 g -J u- a wi _:. I. 0 Z Ili lit D 0' 0 to 0 F— w w' U ' LL 0 ! li 0' JC INPUT 35 0.267 r JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425r803 -2581 • FAX (425) 803 -3289 11.17 62 0.83 0.83 1.50 4.67 TYPICAL CANTILEVERED RETAINING WALL NAME EFP Cf a w4 w toe heel H Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 25co = 40 lsl Ksl 045) Mac= 13.633g/ d 4 a4l it - 5 c9'0.c, (6o) 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 /BUD 'V 4/ 4 9 gor c, 11=77 475'' �o ,T FooMJG bpkv l Z, Nor IF p rv4, 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 to " 3`CCK JOB NAME JOB NO. BY DATE SHEET NO. OF 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 • 1 4 8 (Nrs) U O w w ' w 0 Q ; 3 F-0 Z r. M p; O � O1 w w I V u wz z Kapp ler Architects P.S. VERSION 974 INCLUDES 3 STORY Job No. Date Lateral Analysis for: Dujardin Plan #1568a L:ity of '(ukwiila, WA Lt ; . I ERAL. DESIGN PER 1997 Ui:iC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details. schedules and shear wall to DESi CRITERIA AND BUILDING DESIGN PARAM 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 853 715 450 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 99082- 21_(ExpC) Plan #1558a_1997 -9 Lateral analysis worksheetl.xls 99082 -21 2/23/00 SPM Long Wall MPi".4414. :a.4 'n�i:vsx;. ui,v `.du. J' 4csb u.?s wr RECEIVED CITY OFTUKWI ' • n, NOT ., I0 UNLESS .. 1;/F r PERMIT CENTER cations. ETERS C "B" Default 80 80 MPH Defu l: 3 3 Default 0.36 (sd) Default (table 16 0) 0 32 6 940 9 12 15 10 11.7 9.0 9.5 0.0 0 PSF Default Short Wall /12 SF (for ro factor FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default 28 0 6/6/00 PAGE 1 co w 0 1-11.1 Z� 2 3i D O ! O —i D I— W W; ' Z tiJ 0 ' z WALL HEIGHT Ce Cq qs lw 215 0.00 0 -15' P= 1.06 1.3 16.40 1 22.60 PSF 20' P= 1.13 1.3 16.40 1 24.09 PSF 25' P= 1.19 1.3 16.40 1 25.37 PSF 30' P= 1.23 1.3 16.40 1 26.22 PSF 26.22 306 25.37 228 22.60 215 0.00 0 - REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability /Redundancy Factor: P = 2 - ( 20 / ( r max ((sq. root of AO))) VALUE USED where: As Ground floor area of structure AB max = Max element - story shear ratio square root r max = r i / story shear r I = element story shear x 10 / lw element shear lw (LENGTH) P= WIND PER SECTION 1618 VALUE USED Ce = Cq = qs = lw = r max = -3.20 1.06 1.30 16.40 1 r = 1167 9304 therefore use DESIGN PRESSURE: P = (Ce) (Cq) (qs) (lw) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure lw = Importance Factor WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) DESIGN CRITERIA FOR WIND ANALYSIS 350 3 r story shear 1 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 940 31 11671 0.13 WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 11.7 (P) Upper Floor (Main walls) 9.0 (P) Main Floor (Lower walls) 9.5 #N /A 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 99082- 21_(ExpC) Plan #1558x_1997 -9 Lateral analysis worksheetl.xls PSF PLF SF # FT # FT # FT # FT 6/6/00 PAGE 2 w, 0 0 0' N O (Ow; w O', =I I- tL Q`, (n om : = v` w z p; , 1- 0' z i!-f V � ' Ili w, H V ; lll Z. co 1- = I 0 I. Z (P) Roof (Upper walls) 12 853 SF 10236 ADDITIONAL LOAD 0 853 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) 23676 27 639252 639252 0.5152 4794 Upper Floor (Main walls) 24165 10 pLFOAQTEr 0.3506 3262 Main Floor (Lower walls) 18495 9 I RFI 1 WA 1240677 0.1342 1248 (P) Upper Floor (Main walls) 15 715 SF 10725 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 24165 (P) Main Floor (Lower walls) 15 450 SF 3375 S / S EX. WALLS 10 64 9 5760 F / B EX. WALLS 10 56 9 5040 INTER. WALLS 8 60 9 4320 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 18495 #NIA 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 16bQ, 16N BASE SHEAR: Vb= (3.OxCa /R)W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load BUILDING LOADING DEAD LOADS TOTAL ROOF WEIGHT ON UPPER SHEARWALLS BASE SHEAR • BASESHEAR:Vb= (3.OxCa /R)W STORY SHEAR VALUE USED Z= R= Ca = Rw= Rw= 0.3 5,5 0.36 8 6 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL SHORT WALL] WEIGHT TOTAL WEIGHT W= BASE SHEAR: Vb= 0.1964 66336 13026 23676 66336 TOTAL FLOOR FgEff.44114520 1713474 99082- 21_(ExpC) Plan #1558a_1997 -9 Lateral analysis worksheetl.xls *load reduced by half due to plan configuration of front wall being concrete Not included in total WORKING STRESS WOOD DESIGN 1.4 I 9304 # Wihi / sum hi (Plate Ht.) Wi x hi sum Hi x hi Wihi Vi 9304 6/6/00 PAGE 3 " SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON SEISMIC FORCE (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM CHECK TOP CHORD SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB n I 137 108 87 0 Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 306 © 534 © 749 # FT # FT # FT # FT # FT # FT # FT M= 27826564.11 T =C= 993805.861 2 -2X4 10.5 , 9 48 ia18j ALOW.Ft= 2 -2X6 16.5 #, 230;66 16d `:; i'.;,',I!:; 1.33 143.64 # /NAIL 550 MIN BOLT SPACING 790 MIN BOLT SPACING KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99082- 21_(ExpC) Plan #1558a_1997 -9 Lateral analysis worksheetl.xls SEISMIC FORCE r 4 fi 0 28 #FT 1.331 731.50# /BOLT aeriAIMAM561FT O.C. 1.331 1050.71#/BOLT tl €2§i FT O.C. (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A 525 1.33 6918.73 NAILS Not included in total 137 108 87 0 306 228 215 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 6/6/00 PAGE 4 U O C co LL 'W Oi LL Q co >r tlJ, I— 0`r Z I—` W W; U .; O — W Wt _ 0 III Z .I- Z V W h Wh F Roof (Upper walls) 9304 23676 11.667 276227.892 3839 Upper Floor (Main walls) 9304 24165 9 217485 3023 Main Floor (Lower walls) 9304 18495 9.5 175703 2442 #NIA 9304 0 0 0 0 " SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON SEISMIC FORCE (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM CHECK TOP CHORD SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB n I 137 108 87 0 Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 306 © 534 © 749 # FT # FT # FT # FT # FT # FT # FT M= 27826564.11 T =C= 993805.861 2 -2X4 10.5 , 9 48 ia18j ALOW.Ft= 2 -2X6 16.5 #, 230;66 16d `:; i'.;,',I!:; 1.33 143.64 # /NAIL 550 MIN BOLT SPACING 790 MIN BOLT SPACING KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99082- 21_(ExpC) Plan #1558a_1997 -9 Lateral analysis worksheetl.xls SEISMIC FORCE r 4 fi 0 28 #FT 1.331 731.50# /BOLT aeriAIMAM561FT O.C. 1.331 1050.71#/BOLT tl €2§i FT O.C. (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A 525 1.33 6918.73 NAILS Not included in total 137 108 87 0 306 228 215 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 6/6/00 PAGE 4 U O C co LL 'W Oi LL Q co >r tlJ, I— 0`r Z I—` W W; U .; O — W Wt _ 0 III Z .I- Z a b c d 3.75 158 I" P1 -6 I 0 3789.84 0 4737.30 0 MIN PLATE NAILING 11 INC O.C. 0 #N /A 300 #N /A 1155 #N /A 1365 #N /A 1395.00 3291.67 0 2081.25 0 604.95 0 708.28 0 NA 0 NA 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 #NIA 8 3 5 3.75 3.75 158 I" P1 -6 I Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 3789.84 6316.40 4737.30 4737.30 MIN PLATE NAILING 11 INC O.C. 240 400 300 300 1155 1575 1365 1365 1395.00 3291.67 2081.25 2081.25 798.28 604.95 708.28 708.28 NA NA NA NA _ SHEAR WALLS RIGHT TO LEFT UPPER FLOOR TRIB.LENGT Load 306 Ht. 8 Mo= o: Z Wall(DL) 0 0 Roof (DL) u. 2 /3DL Mr= UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. #N /A REACTION T =C HOLDDOWN REQUIRED 306 I- z 0 u_ 2 /3DL REACTION HOLDDOWN 306 2 /3DL REACTION HOLDDOWN 306 TRIB.LENGTH 8 WaII(DL) Roof (DL) 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED a TRIB.LENGTH TRIB.LENGTH a a WALL SEGMENTS b c c d d SHEAR V WALL TYPE #N /A #N /A' MIN PLATE NAILING #N /A INC O.C. 11 Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 10.5 18238.61 840 0 2940.00 1457.01 CS16 -30 5 8685.05 400 0 666.67 1603.68 CS16 -30 0 0.00 0 0 0.00 #DIV /0! #DIV /0! 0 0.00 0 0 0.00 #DIV /0! #DIV /0! 217 I :;;: P1 b c 9 3 2643.41 3 2643.41 240 900 1140.00 501.14 NA 19 16741.62 1520 4140 35846.67 - 1005.53 NA 240 1260 1500.00 381.14 NA 0 0.00 0 0 0.00 #DIV /0l #DIV /0! 110 I ;tea P.1,W4Afil KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 99082- 21_(ExpC) Plan #1558a_1997 -9 Lateral analysis worksheetl.xls d MIN PLATE NAILING 8 INC O.C. MIN PLATE NAILING 16 INC O.C. 6/6/00 PAGE 5 i' ? , tYSBIMRkPXSA# MJLw, q�i,: a�, i; 7l, itl RbaPiMwlat nw,M.awur+aaw«n�.a+n.�n.» ......_.,._ , • a b c d 27 0 0 0 39161.69 0.00 0.00 0.00 2160 0 0 0 0 0 0 0 19440.00 0.00 0.00 0.00 730.43 #DIV /01 #DIV /0! #DIV /0! NA #DIV /0! #DIV /0! #DIV /0! 1 #N /A 27 0 0 0 1811 -. P1 -6 : :l 0 39161.69 0 #N /A #N/A: Mo= Wall(DL) Roof (DL) Mr= T =C 4EQUIRED #NIA Wall(DL) #N /A 0 #N /A 0 #N /A Roof (DL) MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 Mr= 0 0.00 0 0.00 0 T =C 0 #DIV /0! 0 #DIV /0! 0 1EQUIRED 0.00 #DIV /0! 0.00 #DIV /0! 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #NIA #N /A #N /A 1 16 27 0 0 0 1811 -. P1 -6 : :l Mo= 39161.69 0.00 0.00 0.00 Wall(DL) 2160 0 0 0 Roof (DL) 0 0 0 0 Mr= 19440.00 0.00 0.00 0.00 MINI PLATE NAILING T =C 730.43 #DIV /0! #DIV /0! #DIV /0! 10 INC O.C. 1EQUIRED NA #DIV /0! #DIV /0! #DIV /0! . ti FRONT TO BACK " UPPER FLOOR TRIB.LENGT Load 3061 16 Ht. 8 Mo= Wall(DL) Roof (DL) 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED I— UPPER FLOOR Load Ht. 8 t w = 0 z 2 /3DL U REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 F- o LL Z J w 0 306 306 2 /3DL REACTION HOLDDOWN TRIB.LENGTH TRIB.LENGTH UPPER FLOOR TRIB.LENGTH Load 306 Ht. 8 Mo= WaII(DL) Roof (DL) 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED WALL SEGMENTS a a b b C c b C 1 #N /A 0 #N /A 0 0 0.00 #N /A #N /A 0 #N /A 0 0.00 #N /A #N /A 0 #N /A 0 0 0.00 #N /A #N /A 0 #N /A 0 0 0.00 #N /A #N /A #N /A 1:f. :, F #N /A;?sI KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99082- 21_(ExpC) Plan #1558a_1997 -9 Lateral analysis worksheetl.xls d d d SHEAR V WALL TYPE 181 MIN PLATE NAILING 10 INC O.C. MIN PLATE NAILING #NIA INC O.C. 6/6/00 PAGE 6 0 0 co O. N W N W O u Q!• co °, F- W Z I— 0: Z F-1 D • O. 0 !O — 0 H • V ,. Il l Z 0 F ; Z a b c d 2.5 2.5 0 0 4293.85 4293.85 0.00 0.00 400 400 0 0 0 0 0 0 333.33 333.33 0.00 0.00 1584.21 1584.21 #DIV /0! #DIV /0! STHD14 STHD14 #DIV /0! #DIV /0! 14 12.5 7 0 0 3841 ;:: :P1- 3',, Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 38359.13 21481.12 0.00 0.00 MIN PLATE NAILING 4 INC O.C. 2000 1120 0 0 0 0 0 0 8333.33 2613.33 0.00 0.00 2402.06 2695.40 #DIV /0! #DIV /01 HTT22 HTT22 #DIV /0! #DIV /01 RIGHT TO LEFT " MAIN FLOOR Load Ht. O 0 (7 u. MAIN FLOOR Load HL Z 0 o: u_ MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. o: TRIB.LENGT 2151 5 8 Mo= Wall(DL) Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED TRIB.LENGTH 749 8 Mo= Wall(DL) Floor.Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED 534 2 /3DL REACTION HOLDDOWN a WALL SEGMENTS b 12 3.5 13980.97 560 0 653.33 3807.90 HTT22 3.5 13980.97 560 0 653.33 3807.90 HTT22 11 43940.18 1760 0 6453.33 3407.90 HTT22 0 0.00 0 0 0.00 #DIV /0! #DIV /0! 4991 : ; P1 - 310 <;•I TRIB.LENGTH a b TRIB.LENGTH 534 8 Mo= Wall(DL) Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED ♦. • • • •t • a • .. b C C C KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99082- 21_(ExpC) Plan #1558a_1997 -9 Lateral analysis worksheetl.xis p 4 •. • •. d d d •. • • Y •. SHEAR V WALL TYPE 215 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 8 INC O.C. MIN PLATE NAILING 3 INC O.C. 8 3.75 8272.85 600 900 1875.00 1706.09 STHD 14 RJ _ 5 11030.46 800 4140 8233.33 559.43 NA 3.75 8272.85 600 1260 2325.00 1586.09 STHD 14 RJ 3 6618.28 480 0 480.00 2046.09 STHD 14 RJ I MIN PLATE NAILING 6 INC O.C. 6/6/00 PAGE 7 •., • • . D U U0: • U) W W O; Ei Jr IL <. 0 Z .113 Lai U :0 =a IL. 5 'II I-- _ I-; Z a b c d 11 4 3.5 0 20331.82 7393.39 6469.22 0.00 880 320 280 0 0 0 0 0 3226.67 426.67 326.67 0.00 1555.01 1741.68 1755.01 #DIV /0! STHD 14 RJ STHD 14 RJ STHD 14 RJ #DIV /0! 9 13 0 0 0 519 P1 -310:. J Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 53926.58 0.00 0.00 0.00 MIN PLATE NAILING 3 INC O.C. 2080 0 0 0 585 0 0 0 11548.33 0.00 0.00 0.00 3259.87 #DIV /0! #DIV /0! #DIV /01 HTT22 #DIV /0! #DIV /01 #DIV /0! • Or • FRONT TO BACK ' MAIN FLOOR TRIB.LENGT Load 5341 8 Ht. 8 Mo= = Wall(DL) O Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGTH Load 534 rL = Ht. 8 Wall(DL) F 0 Floor,Roof(DL w • x 2 /3DL Mr= O REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR Load Ht. 8 749 w "' Z J 2 /3DL U REACTION HOLDDOWN TRIB.LENGTH MAIN FLOOR TRIB.LENGTH Load 215 Ht. 8 Mo= Wall(DL) Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED • H. a a a WALL SEGMENTS b b c c d 0 0.00 17 20 72663.16 3200 900 27333.33 2266.49 HTT22 0 0 0.00 #DIV /0! #DIV /0! 0 0.00 0 0 0.00 #DIV /0! #DIV /0! 0 0.00 0 0 0.00 #DIV /01 #DIV /0! P1 -310 d SHEAR V WALL TYPE 231 MIN PLATE NAILING 7 INC O.C. 454 MIN PLATE NAILING 4 INC O.C. c d 4 24 6870.16 3840 30720.00 - 993.74 NA 0 0.00 0 0 0.00 #DIV /0! #DIV /0I 0 0.00 0 0 0.00 #DIV /0l #DIV /01 0 0.00 0 0 0.00 #DIV /01 #DIV /01 MIN PLATE NAILING 48 INC O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 99082- 21_(ExpC) Plan #1558a_1997 -9 Lateral analysis worksheetl.xls • IS 6/6/00 PAGE 8 0 • M • •. + • • . • t WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K: \ \KAA \ \99\ \99082 \ \9908221.WS Homeowner: Component Site: PLAN 1568A Builder: Component • • ( ) REFERENCE DESIGN Floor -Glazing @15% Doors AG Wall Ceiling, Attic Infiltration Floor Glazing @13% Doors AG Wall Ceiling Infiltration COMPONENT PERFORMANCE ENERGY BUDGET PROPOSED DESIGN COMPONENTS D 2 000 - 300 Description R30 vented Joist 16oc 2gl Wood /Vinyl <1/2 ", Clr +Ar Wood 1 3/8 ", solid flush R13 STD Lap Wood R38 blown Attic STD baffled Standard Air Sealing • 10 . REFERENCE 345 8.11 Analyst: MATT MERCER Jurisdiction: Utility: • w •• • • • 06/13/80 HOUSE ID: 99082.21 RECEIVED CITY OF TUKWILA House Type: Single Family • 2 VI Floor Area: 1568 ft2 pSRMiTCENTER Weather Data: Seattle, WA Climate Zone: 1 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. • . PROPOSED 339 Btu /hr -F 8.15 kWh /ft2 -yr Reference Value X U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Value U -0.029 U -0.600 U -0.390 U -0.082 U -0.031 ACH -0.350 Items in parentheses not included in COMPONENT PERFORMANCE totals. Page 1 Area = UA 853 35.0 235.2 152.9 38.0 14.8 1798 111.5 853 30.7 12676ft3( 81.2) Reference UA 344.8 X Area = UA 853 24.7 206.0 123.6 38.0 14.8 1827 149.8 853 26.4 12676ft3 ( 81.2) Proposed UA 339.4 C 6 2' U i U0 : CO 0 ; CO UJ ca w O; 2 1LQ Z -O i Z F-• 2 Di D o . ■O O H wW V W u. Z N WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K: \ \KAA \ \99\ \99082 \ \9908221.WS Struc Mass HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses (% Dsn Load) : Total Load: System Size (Output) : Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size( %Over): Annual Cool Requirement: Solar Access: PROPOSED DUCT SYSTEM SUPPLY RETURN GLAZING ORIENTATION South 52.0ft2 Southeast : East 51.0 Northeast : Eff S Glz: 4.2% Light Frame, Sheetrock walls Location PROPOSED Gas Furnace DEFAULT 78 % 60 % a Vented crawlspace Attic or garage 0.60 21671 Btu /hr 5172 Btu /hr (24 %) 26843 Btu /hr 40500 Btu /hr (150 %) 63 MBtu $ 354 Integrated Spot & Whole House 0.0 (Ducted) Btu /hr tons( @125 %) kWh /yr Partially Shaded Avg Rvalue R- 8.0 R- 8.0 M- 3.000 1568 Surface Area 313.6 ft2 62.7 ft2 PROPOSED PROPOSED North 52.0ft2 Northwest : West 51.0 Southwest : Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. .... ; _ Page 2 06/13/80 HOUSE ID: 99082.21 4704 iKapp/er AssociaMs JOB NAME: JOB NUMBER Architects - DUJARDIN DEVELOPMENT CO. PLAN 1568A DATE: BY: 2/20/00 99082.21 MJM .kn. R . S,,, 41 ' .(' i{n f3l. ���7q Y.-"' - " r . . 7. I .Ir., , ;27 . . 1Y ��s �jiJ kh Wly, { `yg , T4 �. ,. , s ; ; r , e: �.,l t, !:�s � .Y 9R • �`' 9 } � 7 � �t� , : W I N D O W�T`t ' .AL•.: , � .v ,1 1 . „���r. ; � "� `� �� Y. 6 '.� c ' \ t' t,. r � 1�. i ` t ! L' l 1 � t f w. 111 k , I.i. +t•` , , G,,..rr4:�is ^:f�+#9:u'�is,i�b`x �:��.,!n1�4.T1.�C��6ii t�'.:.l.so y, tr... arrr.. a�.. td at: rf wCC. tJa. sn�l., rtrilaa+:.... Yt' vC ? .•'�h•1��4�,Sifl�ryoir.r,. fit'.. �f. r ii. G- 4i• t1� •�ii,�'Cwr.�r�K,�t8fC777���777 ROOM NAME WIDTH (IN FEET) HEIGHT AREA (IN FEET) IN SQUARE FE QUANTITY I (HOW MANY) TOTAL AREA I (IN SQUARE FEET) TOTALS (IN SQUARE FEET) "c''' . x(Y41��� {I At Y{. ., j ��'i /:1f �i'y+ r y r� Y ' sl � s' PLt Jh � >. � f .. -h, r !�. r. .:G41a'it41 "rir V ..... Ai r. -�M IN:_FLOO t .L ( l; A C, 'Ji 1 - f � J ''s";,, r`•r1 \. 4;- {. > y .'F r t} .i 3r J} - f. rr f � ,.4. :. ... •. ., -ry. - , r....r.. n.. ^.:•. +v..e -•>.. .e. , ..L t. .: ... ... .. ., 1 •. t4 LIVING 6.00 4.50 27.00 1.00 27.00 r ' ;, {.ti 1 7i , : , ``i;�{';,'' .: w� _z: `` 7 ;., 4 •,,,,, LIVING 1.00 5.00 5.00 1.00 5.00 STAIRWAY 3.00 3.00 9.00 1.00 9.00 FAMILY 7.00 4.50 31.50 1.00 31.50 NOOK 5.00 6.83 34.15 1.00 34.15 KITCHEN 4.00 3.92 15.68 1.00 15.68 TOTAL MAIN 122.33 ` k `; U PPER ;FLOOR il = tb ...... ..cll: ,::n.. �t M.r � t4 Y•.4 t . ,.. t. i... :.. M. BEDROOM 5.00 4.00 20.00 1.00 20.00 ' '. . , , .•_ M. BEDROOM 3.00 5.00 15.00 1.00 15.00 M.BATH 2.00 4.00 8.00 1.00 8.00 BEDROOM #2 5.00 4.00 20.00 1.00 20.00 BEDROOM #3 5.00 4.00 20.00 1.00 _ 20.00 TOTAL UPPER 83.00 , 1 . a ..... ' - ... .,. v i ., �. i k. .r�r,� ' ... a u,�r.f . ,.. UMMARY= �. ' ,��.•h• ' �... .. ..... a - .. ... . �.. � ' .. \'r.•i ..... -,.� ,{I. :.; ,.i °.0 TOTAL GLAZING SQ. FT k ,;, ,; i ,r'�r, z � , n a � .% �I � I y F� i ,N, , "ii Y ,f r till J � nl RC l 205.33 TOTAL HOUSE SQ. FT. Y�� r ,` 'u„ :? ' ' , .,{ << r , ! , y r z , z 1 r } ry ae i C 1,568.00 ■ Glazing %��I y y r ' f , t , a ; } x q �x l§t t , I > �'-:: s � 4. , j f1 S t>tf 'sr k�� r t > .. �.. ,' E rx ,' ,r _ x�tr ei � ; ' +..atN.rr :; ".. �,,... .,. ,.v.,, n .rk.Y« • 1 ° 1 3/0 pmatffietrintr II • •• ► • F h. A •. .1 •• •. 1• Y•. 'M• 6/6/00 . • • • ► • 990822V- Glazing 1568a.xls 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: Project Description We reviewed the following plans: • Sheets P1.0 and P1.2, Architectural Site Plans • Sheet P2.3, Architectural Plan •.. Sheet P6.6, Site Section for Lot 23 June 16, 2000 Project No. T- 1515 -2 RECEIVED CITY OF TUKWILA — :� 0 n ?'.E 0 is ? w Plan Review Fosterview Estates, Lot 23 Tukwila, Washington Reference: Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., December 16, 1998 PERMIT CENTER Dear Mr. Fowler: As requested, we reviewed architectural plans prepared for Lot 23 of the Fosterview Estates project. The purpose of our review was to verify that the plans are in conformance with the recommendations presented in the referenced report compilation and to provide additional recommendations, as required. The project plans we reviewed, prepared by Kappler Architects, P.S., indicate that a two -story, wood - framed, single- family residence will be constructed on the lot. The main floor, including the entry and garage areas, will be Elev. 188. The main floor will be constructed above a high crawl space. To achieve the planned finish grades, it is anticipated that temporary excavations of up to four feet will be required. It is not anticipated that any significant fills will be placed on the lot. Minor fills will be required to create finish grades for the driveway and garage. After completion of foundation walls, excavations will be backfilled. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra@terra-associates.com 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 four feet may be required to construct the foundation for 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. We recommend that the recycled concrete previously placed on other parts of 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 is expected to extend into competent native soils. These soils are moisture sensitive and subject to disturbance in wet weather. If the bearing soils become disturbed, they should be overexcavated and replaced by materials such as recycled concrete or quarry spalls. 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). Foundations placed in the sloping crawl space should be embedded at least 18 inches below the crawl space grade. 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. A uniform pressure of 60 psf should also be added for walls adjacent to the driveway and garage. The lateral loads may be resisted by friction between the base of the footings, floor slabs, and the supporting subgrade, as well as passive pressures acting on the face of the foundations. A friction factor of 0.4 may be used. In addition, a passive pressure corresponding to an equivalent fluid weighing 200 pcf may be used. The upper 18 inches of foundation penetration should be neglected in the passive pressure computation. 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 . c .ssi i,:r - ..u..� ., „uwa •,:.:,w„Y.LtY3.nr,'_'..J Costa`Philippides Engineer Anil Butail, ', 1 7aQ�6 Principal CP /AB•ko Mr. Bill Fowler June 16, 2000 We trust the, information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. -110 -UO Mr. ,i3p'l Pp ec` C ' tects, P.S. Project No. T- 1515 -2 Page No. 3 U O W Wt f wO co D a w Z ? W W ' D D O• ,O E- w u I ,. off DOCUMENT TITLE(S) (or transactions contained therein) 4 r, 9 I-7) 'it — I a SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: / '- N/A t0 • Additional reference #s on page of document(s) GRANTOR(S) (Last name first, then first name and initials) DUJARDIN DEVELOPMENT COMPANY, DECLARANT • Additional names on page of document GRANTEE(S) (Last name first, then first name and initials) CHICAGO utt.t. r►i:,URANCE COMPANY has placed the document of record as 3 customer courtesy DUJARDIN DEVELOPMENT COMPANY and accrpts no lability for Ih§ ti96{ifRa1 r val►tllry 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 ] 5, 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, Fostoria 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 FARCEUACCOUNT NUMBER 45a81949033X1. N9V7 aataaAS6cI 2c See Attached ■ Assessor Tax # not yet assigned trt 0 Q 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‘WPOUIARDINTOSTEFUNDAMEN D MODOC 1 ,VrIMwsIMIS?94ir IRIV4 •• 7.7tWtri4VfVfPgl r P004r.7 4.^•,an• :«+,rlvtlx III III II II I I, II I II II II I I II I II II III I I I II II II �� I II I II I I III I I "11,1;1' II I+ I I I II q 11 l i III II I IIII j II � �i n � II �I I II I 11 ' I 111 1 II Ii II II I III IIII II II III III C @@2 @3 I( I 1 I' IIII I I II II I II III 1400 96 IIII CH ?CA TITLE 83%14 OF eee 00 KING COUNTy1 II I I II I I II II II 1! II do II III lu III II I In III III I I II I pl I I I I I I I III tCt#lysyf+{. z ~ W 00 co o W =, N L W 0 q �� J . u.' d . I Z - W : _ . Z I-0 Z I- 2 3 0'. 0 co 0 w u. ui 0 ~ z SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS ` re W FOR FOSTERVIEW ESTATES, A PLANNED RESIDENTIAL DEVELOPMENT o o N oy w J W o This Second Amendment to Declaration of Protective Covenants, Restrictions, g 7' Easements and Agreements for Fosterview Estates, a Planned Residential Development (the u. cc "Second Amendment ") is made this 1 day of `M1 .t1. , 2002 by Dulardtn a ' Development Company, a Washington corporation ( "Declarant ") z CHICAGO TITLE INSURANCE COMPANY z ul has placed the document of record as a customer courtesy z I- 0 and accepts no liability for ttl w RECITALS AND DECLARATION the ecGuraty br validly of 2 D ttl6 dnufPht 0 1:3' A Declarant is the developer of the real roe and improvements thereon legally o N ` -- P property rtY P g Y ;0 • described in Exhibit A (the "Property"), commonly known as the Plat of Fosterview Estates The w W , • Property is comprised of all the real property shown on maps recorded with the King County c under Recording No 20000505000735, Volume 194, Pages 062 -065 ' o` z , B Declarant previously recorded that certain Declaration of Protective Covenants, - x o 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 \WrDWARDDAFOSTERZNDAMEN D 1MODOC 2 Cc, 0 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 Y %WPDWARDINWOST UfNDAMEN D NO DOC 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 boundaries of Lots 1 and 2, and 5 1 5 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along south boundary of Tract B and South 137 Street, and 5 1 6. The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along north boundary of Lots 13 and 14 and the Private Drainage & Pedestrian and Public Utility Easement as shown on the Plat Map, and 5 17. The maintenance of the trails beginning at the cul de sac end of South 137th Place to and along the North boundary of the plat as shown on the plat map. The Association may provide such additional common maintenance that it determines to be m the best interest of the Owners 2. Maintenance Responsibilities - Retaining Walls. A new subsection 5 2 5 is added to Section 5 2 of the Declaration as follows 5.2.5. Retaining Walls. The Owners of any lot on which all or part of a retaining wall is located (except those walls specifically referenced in Sections 5 1 5, 5 1 6 and 5 1.7 above) shall be responsible for the maintenance, repair and replacement of any portion of a retaining wall (and its associated drainage improvements) which is located on their lot (collectively "Wall Maintenance ") In the event a retaining wall is located along a common property line between adjacent lots, the down slope lot Owner shall be solely responsible for Wall Maintenance of said wall The Owner responsible for Wall Maintenance under the provisions of this paragraph (the "Responsible Owner") is hereby granted an easement over and across the adjacent Iot to perform such activities as are reasonably necessary for required Wall 3 My2,V,4 "ra.tm n�rrpwat�*Yrnttts+ re 00 : co w I.. J 1.-.1 Li w 0 2 = 1- _. z I- 0 w 111, 0 co 0 I—, _ W 0 cn 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 Aese ;/1 STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me S)O. c) Dlke�s, to me known to be the � t2ES %Os rct' of Dujardm Development Company, the corporation who executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument GIVEN under my hand and official seal this 13 day of / /? iheGt4 , 2002 Y 1WPIDWARDDAFOS7F1UNDAMEN AJMG DOC Q ONATH 4 SSIO Kor1 q �, P VatIC � 9 � � 3 . 15 ' 2 Q 3 3 VASO CA O` • • 'fie) J h� n f } . - n4 )i 1 ? , . t So l (Pnnt Name) Notary Public in and for the State of Washington, residing at S PeTttet My commission expires 3 -15" -0 3 4 • • CI IICAGO TITLE INSURANCE COMPANY has placed the document of record as a customer courtesy and accepts no liability for the accuracy or validity of the document. . ggam; U 0: co a co w LL w O 2 g Q ' : d ' z _�` 1- 1- UJI 0 N; F_' 0 w Z p . W Z U t n' 0 ~ '. Z _ CC'S Cr1 =I . Plat of Fostenriew Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062-065, records of King County, Washington. Y WPSDUYARDMFOSTER2NDAMEN D IMO.DOC EXHIBIT A LEGAL DESCRIPTION 5 CHICACO TIRE INSURANCE COMPANY has placed the document of recnrd ds a customer courtesy and accepts no !lability for the accuracy or vehddy of the document. ASSESSOR'S PROPERTY TAX ACCOUNT NUMBERS 261200 - 0010 - 4 261200 - 0020 - 02 261200 - 0030 00 261200 - 0040 080 261200- 0050 - 05 261200- 0060 - 03 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 TITLE INSURANCE of COMPANY hasp record as o cusiomei courtesy and ecrepts no habihty for tho accuracy or validity of tho documect, •261200- 0210.- 02 261200 - 0220 - 00 261200 - 0230 - 08 261200 - 0240 - 06 261200 - 0250 - 03 261200 - 0260 - 01 261200 - 0270 - 09 261200 - 0280 - 07 261200 - 0290 - 05 261200 - 0300 - 03 261200 - 0310 - 01 261200 - 0320 - 04 261200 - 0330 - 07 261200 - 0340 - 05 261200 - 0350 - 02 261200 - 0360 - 00 261200 0370- 08 261200 - 0380 - 06 261200 - 0390 - 04 261200 - 0400 - 02 F.)i4(1 14 Ow N w W � . CO wr w 0 } U. <C. d w z1.■; w w; 0 1 ,O F-., UJ v o ?` z • • TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences 12525 WiJJows Ro4d..Suite 191 ,,KirklaQd,, Washington 98034 Phone (425) 821 - 7777 • fax (425) 821 -4334 • terra@terra-associates.com 1j20W - 30:3 Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: . Final Report Earthwork Observation and Testing Fosterview Estates, Lot 23 Tukwila, Washington Reference: Plan Review, Fosterview Estates, Lot 23, Terra Associates, Inc., dated June 16, 2000 Dear Mr. Fowler: October 12, 2001 Project No. T- 1515 -2 As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for. Lot 23 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: • Structural fill placement and compaction • Foundation subgrades • Garage floor subgrades Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 23 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 excavation examination memo describing the foundation subgrade conditions noted during our site visits. ..,, u.- �L. iaa«+Se..J "' } •Y3: , .1�aG:;�� •i��.G.k - 11et YLo iJ�l11 +IMW.L:6..A.V4.3. .44.4 ...c,. :.;:f" wek .WU'3Vd,Y�aiiifi�lLYh..JTii *d?a- wad3LitLi + ' d. kle8vl.`.. 3 «�xwdr.Ja:3asSS.'-. }.a� >.i:J;. Mr. Bill Fowler October 12, 2001 This work was performed, and this letter was prepared, specifically for the Company. We trust the information presented is sufficient for your current needs. If you additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. pby -7/eD utaiV S T ; ,, • w -c g�tin Examination Reports (1) cc: Mr. John Kappler, Kappler Architects use of Dujardin Development have any questions or require Project No. T- 1515 -2 Page No. 2 O O CD WO u_ a; v 1- W , : Z O H` W V 0 � ;O Nt H; '=W; • F- -i 'll OF FOOTING EXCAVATION FIELD CONDITIONS NOTED . _ A ,,,. . "C.3K "Z „r74r,o IL _ s - 1 • r N SINS -LE fiAM1c.-•1 1 NPrrt VU N � flet.i')Imt. So Coo :n na L..S 1A- =st..F_E j is.• r r P)c GaosE ,... Irk A"1. a.. FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED Y' l h'l Z` 7x o I PROJECT NO. ISIS - Z_ PROJECT NAME: c i , F irJ CONTRACTOR: DI lz PtG�E? DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: U N NOTES: A- e-7_- q"-, p `*2 3 A¢C___ a 7P� c� Pia_ - Loon PS F c3,e_ kv ,.-A. co /\o. r . 11 Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change In the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed In foundation areas due to construction activity or rainfall should be removed prior to concrete placement. CnPc1ZY SITE, SIGNATURE r1 .- 11716 triton -+ TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 o■ 0 0tT7un+ TERRA ASSOCIATES REPRESENTATIVE .....sire - 1; 4F;.4NS'� ls,C'cewsopR9f'7 4 owpr4'!fI FYfim trrissspve.?�;kti'4grin7gmrgfos PROJECT LOCATION: ( v F'" �.. P, REPRESENTATIVE: (natty $' u • - 4 TFAN e--<.,T S Z Z t" Z- COPY TO: Q :Iti� rJ J•--�. S �^ TS "sS:Ud+'�'7NZY'Gfii z City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief September 14, 2000 Fire Department Review Control #D2000 -300 (510) Re: Fosterview Estates — lot 23 —13706 43 Place South Dear Sir: The attached set of building plans has been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The minimum fire flow and flow duration requirements for one- and two- family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be 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- 5754439 ft•NMxrrpf fCeSC tomes 2sm rkv.r.t -ff. a ,.., ,- -, ,w rnv Imo, � W 2 ; • o0 N 0` U a W I: J W 00 J z � 2 la U 0;' N I w' ' o ui z i U z Yours truly, Page number 2 Fire Department Thomas R Keefe, Fire Chief city of Tukwila 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- 22) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 5/6 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 re 2 U 0 W W u) w ga -j u- <. d ; - w cy, w; a E = U III Z' U N∎ o z u- co o I- w z, • uji 100 y ;o fir w wz LL O, j W4 L Tyt 0 Dujardin Development Attn: Gary Bumstead P.O. Box 1059 Snohomish WA 98291 is KA]PPLIER ARCH RE: Fosterview Estates, plan #1568, A and B Our office has reviewed the above referenced project and determined the 5 1/8 x 18 glue -lam beam called out in the garage is oversized. We have re- calculated the loading on this beam and determined that a 5 1/8 x 10 '/2 glue -lam beam is sufficient to carry all loading imposed on it We have enclosed this calculation for your review. If you have any additional questions or concerns regarding this matter, please do not hesitate to call. Documentl your comytete Iiome}tlanninci resource June 20, 2001 Sincerel Glenn Steiner, Architect Kappler Architects, P.S. ErN S STEINER STATE OF WASHINGTON 7117 s, P 5, 9 REC / / / ARE[ A• I- TFCT . RECEIVED ED SEP — 4 2001 BUILDING DEPARTMENT 14311 SE iGtli Street 'Bellevue, WA 980o7 1.800.888.4517 • (425)G41.5320 .fax: (425)G41.5318 tivw►v.(;aj pierjomepGius.com Dujardin Plan #1568 bm_1 alt Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads 5 -1/8x 10 -112 GLB 24F -V4 DF /DF BASE Fb = 2400 ADJ Fb = 2400 Min Bearing Area Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl 10.5 ft 13.08 # 137 # 13300'# L/240 L / 360 Reaction 1 Reaction 2 Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 4985 # 4544 # 4985 # 4166 # L/391 L / 638 Reaction 1 LL Reaction 2 LL 3030 # 2829 # Section (in') Shear (in TL Defl (in) 94.17 66.50 OK 71% 53.81 32.89 OK 61% 0.32 0.52 OK 61% Fb (psi) Garage Beam R1= 7.7 in R2= 7.0 in DL Defl 0.12 in Suggested Camber 0.19 in Fv (psi) LL Defl 0.20 0.35 OK 56% E (psi x mil) Date: 6/20/01 Fc L (psi) Base Values Base Adjusted 2400 2400 190 190 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 BeamChek has automatically added the beam self - weight into the calculations. BeamChek 2.2 Point LL Point TL Distance Par Unif LL Par Unif TL Start End 845 B =1350 845 C =1350 845 D =1350 1.0 220 H = 303 6.0 8.0 338 J = 620 338 K = 620 L = 60 • RE I, ERED I CT S. EINER STATE OF WASHINGTON 7117 0 0 6.0 1.0 10.5 1.0 8.0 6.0 RECEIVED SEP -- 4 2001 BUILDING DEPARTMENT February 27, 2001 John Kapp ler Kapp ler Architects 14311 SE 16 Street Bellevue, WA 98007 RE: Request for Release of Phase B Building Permits Dear John, have received your request for release of building permits in the Phase B group according to the House Development Plan adopted as part of the final plat approval for Fosterview Estates. The letters from your geotechnical engineer Terra Associates and the City's site inspections confirm that site work has been completed for alms 1 and 8. Based .on this the City will release building permits for lots 5-8 in area 2 and lots 21-23 in area 5. When the site work for area 3 is complete we will release permits for lots 9-12. If you have questions please call me or Nora Gierloff for additional clarification. Sincerely, Jim Morrow Public Works Director CC: City of Tukwila Department of Community Development Steve Lancaster, Director Nora Gierloff, Associate Planner Joanna Spencer, PW Engineer \\TUK2WOL3\HOME\NORA\FSTRVIEW\PhaseB.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-4313670 • Fax: 206-431-3665 Steven M. Mullet, Mayor 142.0thr-Isp ACTIVITY NUMBER: D2000 -300 DATE: 9 -8 -2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 23 SITE ADDRESS: 13706 43r PL 5 XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # _ After Permit Is Issued DEPARTMENTS: Building Division 11 Fire Preventi n u 'j -22.00 q.tto P b i i 1 1 12000 Structural DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 9-12-2000 Complete Comments: TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) \PRROUTE.DOC 5lg9 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete n H.41K+!M1 �Cr ■ n Planning Division 4 -12-U' Eli Permit Coordinator MI Not Applicable, No further Review Required n DATE: DUE DATE: 10- 10-2000 Approved Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: 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 state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen 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 . 1.) • Property Tax I.D. Number Property Legal Address: Subdivision Narie , i t ik 1��: -tF < Subdiv. # Lot # 1, Block # Building Name (it applicable) Property Street Address 1 t) : City, State, Zip Resi` ntial Sewer Use Certifica ' (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 live years of disconnect.) Owner's Mailing Address " I'.� r . r •k (It different from ! � 1 +- above) • C (.)( Fi, . , (Last, First, Middle Initial) 1. I - t^ ';•‘, , 1 • l (, I.., f 't F Owner's Phone Number ( 4 ") (-7;) 1)1, - c20 f' f✓ Property Contact Phone Number (1 I ` ) (If I - Party to be Billed (if different from owner) Party's Mailing Address (if different from above) City or Sewer District V A t-• ' \ t 1 c Date of Connection Side Sewer Permit # Demolition of pre- existing building? Cl Yes CI No Demolition Permit # Residential Customer Equivalent (RCE) Please check appropriate box: rje Single- family 1.0 n Duplex (0.8 RCE per unit) 1.6 ❑ 3 -Plex (0.8 RCE per unit) 2.4 (_l 4 -Plex (0.8 RCE per unit) 3.2 Cl 5 or more (0.64 RCE per unit) No. of Units x 0.64 = EI Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. 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. • :(:.) X 7.000- 300 L Signature of Owner /Representative Print Name of Owner /Representative 1057 (Rev. 21011) White - King County Yellow - Local Sewer Agency Pink - Sewer Customer L 7P 1 )( "L-- I 1 ( ) ri(. \L- Date RECEIVED CITY OF TUKWILA ?I(1 PERMIT CENTER z z , H 00 w = J 1.- w O J = I- _ ui z � : Z 0 1-' 111 uj p : U0 w ,, o I-- = U . U. 6 uiz O I - z - I - A : o •e com a e. . y app scant) Site Address (Attach map and D o shown hydrant location and size of main): /( o '4a' / //J 4= 3 M W L.•G � a . MOO n• _ wr r k . + + o � �.O ii i MtOrat1Oii- ; , ,t� ;. , • r P, `�'. ' f.7 T }�. .. rr . - Y., ` "/ l nuCT ii to �t RO i ry'ikfatr 3 l• �L�+F.::.st, �� �. �' ' Name: OUl� W62- l0 �rry v1�� .. , 5 , :2. '� 4, n � �.. Name: Ka.. per 1�+1' e4V - 1w( - Address: Address: Phone: gas • 334 -. 8p l$ Phone: 4s - ( 1 _� 390 This certificate is for the purposes of: IS Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial /Industrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and meter size(s): 5/3 )( 3)4 H 0 VU_ (,t ) Vehicular distance from nearest hydrant to the closest point of structure ft. ►.1 Area is served by (Water utility district): 1 '.lc UJt � Di 5 1 e 1 •`.O . GS Owner /Agent Signature: f / r Date: Certificate of Water Availability PROJECT #: r - &i. S *(Required only if outside City of Tukwila water utility district) PART B: (To be completed by water utility district) The proposed project is located within T I,I,M(.L.v� k' KA (City/County) The improvements required to upgrade the water system to bring it into o npliance 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 on e improvements listed above, water can be provided and.will be available at the site with a flow of pm at 20 psi residual for a duration of 2 hours at a velocity of 1 fps as documented by the attached calculations. CITY OF JKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 I hereby certify that the above information is true and correct. 162,COO /144 -C 1f- _ Agency /Phone • 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. RECEIVFh CITY OF TUKWILA Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) PFRMIT (P MTEq Agency /Phone By Date H-ha Date .. f .. N�:n.r •.• \; U`p ?tR7i7fY'�� z =w te 00 to H w w H O � OH W w. F- I - - LLO W Z U= O ~ z Part A: (To Be Completed by Applicant) Purpose of Certificate: • Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: III Residential Single Family ❑ Residential Multi- Family Li Commercial ❑ Other Applicants Name: /) OfunoppAE M Phone: itac,(4( -SQ(, . . . Property Address or Approximate L cation: M OGG .3 d• P6 -9..E, C Legal Description(Attach Map and Legal Description if necessary): U X211 ltvO ESTiA- s L, 06-23 1 tt '241/eo, 6./.30 Part B: (To Be Completed by Sewer Agency) 1. ga a. Sewer Service will be provided by side sewer connection only to an existing to y' size sewer 4 ) 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 Li (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. ® 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 ❑ h. 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: $ 856;00 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 A BETTER ENVIRONMENT SEWER DISTRICT i Certificate of Sewer Availability I hereby certify that the from he date of sig Title D 2OOE 30o 14818 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY OR ❑ Certificate of Sewer Non - Availability bove sewer agency infomiation is true. This certification shall be valid for one year ure. 9 ( /1(:)D CITY OF TUKWILA RECEIVED Date PERMIT CENTER 2 cr • �U oO N w z : J �. CO u- w 0 ' I I . z w` 111 Z CO O z LICENSE DETAIL INFORM?ON Form * * ** STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License DUJARD *204L0 Name DUJARDIN DEVELOPMENT CO Address PO BOX 1059 Address City SNOHOMISH State WA Zip 982911059 Phone Number 4253345018 Effective Date 6/20/80 Expiration Date 12/16/01 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 600351267 * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * Page 1 of 1 New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page http: / /www.lni.wa.gov /CONTRACTORS /TF2Form.asp ?License= DUJARD *204L0 2/28/01 F625 -052. 000'(8/97) F625-052-000 X8197) - i n - Detach And Display Certificate Detach And Display Certificate DUJARDIN- DEVELOPMENT.' CO... PO BOX 1059 • SNOHOMISH WA. 98291 -1059 L_ DETACH TO DISPLAY CEP' .CATE_f PLEASE DETACH AND SIGN CERTIFICATE BEFORE PLACING IN BILLFOLD "Pa....rnrn .n nmm81nrn nv I .u. .. h�:a .., DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL. DATE ri CC01 ' ;,' �.DUJARD, *za4L0 IZtI,6" /.:20. 11; . I : VE; DATE *j T0- GOr it�T9 & .' :: �#zv a .ate:' rausiez: cY 'DUJARDIN - • DEVELOPMENT CO: PO' BOX 1059 SNOHOMISH WA 98291 -1059 • REGISTERED AS PROVIDED BY LAW CONST CONT GENERAL REGIST. #. EXP. DATE CCO1. DUJARD *204L0 12/16/2000 EFFECTIVE DATE -.. 06/20/1980 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold F625-052. 000 (3 -92) I FOSTERVIEW, TUKWILA WA DUJARDIN DEVELOPMENT COMPANY PERMIT SUBMITTAL DOCUMENTS, LOT 23 ADDRESS: 13706 43rd PLACE SOUTH TAX PARCEL I.D. #: 261200-0230 OWNER / DEVELOPER DEVELOPER - DUJARDIN 9623 - 32ND ST. S.E EVERETT WA 98026 425 - 743 -6140 CONTACT - BILL FOWLER CONSULTANTS CIVIL - ERIC TIETZE & ASSOC. 18530 76TH AVE W. SUITE B EDMONDS WA 98026 425 -771 -6212 FAX 425 -775 -0236 CONTACT - ERIC TIETZE ARCHITECT - KAPPLER ARCHITECTS 14311 SE 16th St. BELLEVUE WA, 98007 425 -641 -5320 FAX 425 - 641 -5318 CONTACT - JOHN KAPPLER SURVEY - B.L McDUFFY 3605 COLBEY AVE. EVERETT WA 98021 425 - 258 -4438 CONTACT - BUD CONDREY STRUCTURAL - JAMIESON CONSULTING 901 KIRKLAND AVE STE B -1 KIRKLAND WA 98033 425 - 803 -2581 FAX 425 -803 -3289 CONTACT - DOUG JAMIESON LANDSCAPE - ALI 12119 104TH AVE N.E. KIRKLAND WA 98034 425 - 823 -9400 CONTACT - JORGE ANGULO SHEET INDEX PLAT ARCHITECTURAL PLANS Sht 4 of 4 APPROVED PLAT DRAWING PLO MASTER HOME DEVELOPMENT PLAN P1.2 PHASE B - HOME DEVELOPMENT PLAN P1.5 MASTER ARCHITECTURAL GRADING PLAN P1.6 PLAT GRADING COMPARISON FINAL GRADING FOR PLAT APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT P23 ARCHITECTURAL SITE PLANS - LOTS 21 - 25 P6.6 SITE SPECIFIC SECTIONS LOTS 21 24 PRA SITE SPECIFIC FOUNDATION DETAILS FOR LOT 23 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 # B2000.061) ARCHITECTURAL COVERSHEET Al. CODE NOTES A2 FOUNDATION & MAIN FLOOR FRAMING PLAN A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING PLAN A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING PLAN AZ ELEVATIONS & BUILDING SECTIONS DL STANDARD DETAILS D2. STANDARD DETAILS SI. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE DZOP :; FELE COPY I understand that the than Check approvals are sub ect to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance: Receipt of con- tractor's copy of approved plans acknowledged. By 4!! Date 34 / Permit No. P20c° cO SEPARATE PERMIT RQUIRED FOR: citspECHANICAL ELECTRICAL tePLUMBING r GAS PIPING CITY OF TUKWILA BUILDING DIVISION e after I is n;:r:nrc uir� .:ub;crt to L.. - J .._, u!ihtiesinspcc cr. 0/270/ _ B % 4ecE5s L/9 ,'van LRAIN96E REVISIONS NO - CPE OF h. i 4K IL6 r t .mE O Ai-e. YI LL EoV KW ROW @I= .1e t;oT wa urc noo t RECEIVED CRY OF TUKWILA PERMIT CENTER COVER SHEET D200o - 30p AREA LOT # PHASE LOT 1 1 LOT 2 A LOT 3 LOT 4 6 LOT 5 C LOT 6 LOT 7 2 LOT 8 B 7 LOT 9 D LOT 10 LOT 11 LOT 12 8 LOT 13 A LOT 14 3 LOT 15 A LOT 16 9 LOT 17 C LOT 18 4 LOT 19 C 10 LOT 20 D AREA LOT # PHASE LOT 21 5 LOT 22 B LOT 23 LOT 24 6 LOT 25 C LOT 26 LOT 27 LOT 28 7 LOT 29 D LOT 30 LOT 31 LOT 32 8 LOT 33 A LOT 34 LOT 35 LOT 36 9 LOT 37 C LOT 38 LOT 39 10 LOT 40 D CONDITIONS 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 AREA /PHASE KEY 3. THE CONSTRUCTION PHASES SHALL BE DEVELOPED PER THE GEOTECHNICAL RECOMMENDATIONS OF TERRA ASSOCIATES OR ANOTHER CITY APPROVED GEOTECHNICAL- ENGINEERING FIRM. 4. THESE GEOTECHNICAL RECOMMENDATIONS ARE TO BE INCLUDED AS PART OF THE SUBMITTAL FOR EACH OF THE SINGLE FAMILY HOME PERMITS, ON A LOT BY LOT BASIS GROUPED IN CONSTRUCTION PHASES. 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR: A. TEMPORARY EXCAVATION RECOMMENDATIONS BY PHASE TO ALLOW FOR THE IMPLEMENTATION OF HOUSE FOOTINGS, FOUNDATIONS AND SLABS. B. CONSTRUCTION AREA AND PHASE MITIGATION MEASURES FOR SOIL STABILITY AND EROSION CONTROL BEFORE AND DURING HOUSE CONSTRUCTION. C. GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW THE IMPLEMENTATION OF THE NEXT HOUSE CONSTRUCTION PHASE. 0. CONSTRUCTION DESIGN PERIMETERS ON A LOT BY LOT BASIS. E. FOR LOTS 21 THROUGH 34, THE UNSUITABLE FILL MATERIAL SHALL BE OVER EXCAVATED DURING CONSTRUCTION OF FOUNDATIONS, FOOTINGS, AND FLOOR SLABS. ADDITIONALLY, THERE WILL BE LIMITED EXCAVATION AND REMOVAL OF THE UNSUITABLE SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE FOR THE "UPPER PORTION" (SOUTH END) OF EACH LOT WILL BE FLATTENED DURING LOT DEVELOPMENT TO ACHIEVE AN INCLINATION OF 2.5: 1. ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVERED CONCRETE OR MECHANICALLY STABILIZED EARTH RETAINING WALL. LOWER PORTIONS (NORTH END) OF THE LOTS WILL HAVE THEIR SLOPE PROBLEMS CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE, AS PART OF THEIR SINGLE FAMILY HOME PERMIT, THESE GEOTECHNICAL RECOMMENDATIONS AS WELL AS A LETTER FROM THE GEOTECHNICAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS, GROUPED IN PHASES THAT THE HOME, FOOTING AND FOUNDATION DESIGN ADDRESS AND FULFILLS THEIR GEOTECHNICAL RECOMMENDATIONS. PRELIMINARY PLAT NO. L93 -0014 FINAL PLAT NO. L99 -0018 D2 C6 B. IMPLEMENTATIONS OF FOOTINGS, FOUNDATIONS, RETAINING WALLS AND FLOOR SLAB AND DRIVEWAY PLACEMENT ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS. THOSE AREAS HEREIN WITHIN THE PLAT OF FOSTERVIEW ESTATES DESIGNATED AS "UTILITY EASEMENTS AND /OR ACCESS AND UTILITY EASEMENTS ". 300 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLAN. FIELD REPORTS ARE TO BE SUBMITTED TO THE CITY AND TO INCLUDE: A. TEMPORARY EXCAVATIONS FOR CONSTRUCTION PHASES AND MITIGATION MEASURES. C. BACK FILL AND PREPARATION OF IMPLEMENTATION TO A ADJACENT CONSTRUCTION PHASES ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS. 8. THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. 9. EACH OWNER IN ITS PURCHASE OF A LOT, HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSTERVIEW ESTATES, AS APPROVED BY THE CITY OF TUKWBLA, CONTAINS AREAS CONSISTING OF STEEP SLOPES. EACH OWNER HEREBY RELEASES THE CITY OF TUKWILA AND ITS OFFICERS AGENTS AND EMPLOYEES FROM ALL CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEYS' AND EXPERTS FEES OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEEP SLOPES WITHIN THE PLAT; PROVIDED. THAT THIS RELEASE SHALL NOT APPLY TO CLAIMS ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEYS' AND EXPERTS' FEES AND PROPERTY DAMAGE RESULTING, FROM THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUKWILA, ITS OFFICERS, AGENTS AND EMPLOYEES. CITY OF SEATTLE UTILITY EASEMENT P.M. #230415- 1-01 1 THIS EASEMENT GRANTS TO THE CITY OF SEATTLE (HEREAFTER REFERRED TO AS GRANTEE), ITS SUCCESSORS AND ASSIGNS, THE RIGHT, PRIVILEGE AND AUTHORITY TO INSTALL, CONSTRUCT, ERECT, ALTER, IMPROVE REPAIR, ENERGIZE, OPERATE AND MAINTAIN ELECTRIC UNDERGROUND DISTRIBUTION FACILITIES, TRANSFORMERS, DUCTS, VAULTS, MANHOLES CABINETS, CONTAINERS, "TS NECESSARY CONVENIENT APPURTENANCES MAKE SAID UNDERGROUND AN INTEGRATED ELECTRIC SYSTEM. ALL SUCH ELECTRIC SYSTEM IS TO BE LOCATED ACROSS, OVER, UPON AND UNDER THE FOLLOWING DESCRIBED LANDS AND PREMISES SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON, TO SIT; TOGETHER WITH THE RIGHT AT ALL TIMES TO 77.E GRANTEE, ITS SUCCESSORS AND ASSIGNS OF INGRESS TO AND EGRESS FROM SAID LANDS ACROSS ADJACENT LANDS ABUTTING THE DESCRIBED EASEMENT AREA FOR THE PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, REPAIRING, RENEWING, ALTERING, CHANGING, PATROLLING ENERGIZING AND OPERATING SAID ELECTRIC SYSTEM, AND THE RIGHT AT ANY TIME TO REMOVE ALL OR ANY PART OF SAID ELECTRIC SYSTEM FROM SAID LANDS. ALSO THE RIGHT TO THE GRANTEE, ITS SUCCESSORS AND ASSIGNS, AT ALL TIMES TO CUT AND TRIM BRUSH, TREES OR OTHER PLANTS STANDING OR GROWING UPON SAID LANDS OR ADJACENT LANDS WHICH, IN THE OPINION OF THE GRANTEE, INTERFERE WITH THE MAINTENANCE OR OPERATION OF THE SYSTEM, OR CONSTITUTE A MENACE OR DANGER TO SAID ELECTRIC SYSTEM. IT IS FURTHER COVENANTED AND AGREED THAT NO STRUCTURE OR FIRE HAZARDS WILL BE ERECTED OR PERMITTED WITHIN THE ABOVE DESCRIBED EASEMENT AREA WITHOUT PRIOR WRITTEN APPROVAL FROM THE GRANTEE, ITS SUCCESSORS AND ASSIGNS; THAT NO DIGGING WILL BE DONE OR PERMITTED WITHIN THE EASEMENT AREA WHICH WILL IN ANY MANNER DISTURB THE FACILITIES OR THEIR SOUDITY OR UNEARTH ANY PORTION THEREOF; AND THAT NO BLASTING OR DISCHARGE OF ANY EXPLOSIVES WILL BE PERMITTED WITHIN FIFTY (50) FEET OF SAID LINES AND APPURTENANCES. THE CITY OF SEATTLE IS TO BE RESPONSIBLE, AS PROVIDED BY LAW, FOR ANY DAMAGE IN THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID ELECTRIC SYSTEM ACROSS, OVER, UPON AND UNDER THE PROPERTY GRANTED IN THIS EASEMENT OR ADJACENT LAND THERETO. THE RIGHTS, TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL CONTINUE AND BE IN FORCE UNTIL SUCH TIME AS THE GRANTEE, ITS SUCCESSORS AND ASSIGNS SHALL PERMANENTLY REMOVE SAID POLES, WIRES AND APPURTENANCES FROM SAID LANDS OR SHALL OTHERWISE PERMANENTLY ABANDON SAID ELECTRIC SYSTEM. AT WHICH TIME ALL SUCH RIGHTS, TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE. OPEN SPACE EASEMENT LINE TABLE EL29 0.30 EL31 £132 EL33 UNE I DIRECTION I EL1 N8959'54'W £12 N0039 04E as N895954'W EL4 N7341'17'W EL5 N7341'1rW as N1936 34E EL? N877854E E8 NONV7'32E EL9 N5720 0.1 N8323'46E EL11 N1325'57E 61.12 N8936'141W 0.13 N14V936 EL14 N8816'09'W 0.15 N8816'091W 0.16 NI653'05E 0.17 N212045E 0.18 1482'40'23'6 0.19 N7241'47E EL20 N5202'4716 £1.21 55202'47V Fl92 N892056'1 £1.23 N8920 £1.24 N8970'5611 EL25 N60'41 . 36 . E EL26 N00170'OOE 0.27 N897056'W 0.28 57539'14E N663239E N193854'W N3255'12'W N8522 5rW N5157'35E EL34 N06 0.35 N41 0835'W £L36 NO232'46'W £1_37 N6453'4116 ELM NO232'46'W 0.39 N3895'34E 0.40 N5453•41'6 0.41 N380534E 442 N7479'41 E 0.43 NO336 32'1 0.44 N34'59'32E 0.45 NO619'49 E 0.46 52605'426 0.47 NO2'44'34 E 0.48 N350531E 0.49 N2242'40E 0.50 N8r48'28 -ELM N8748'28'W 0.52 N8748'28'W 0.53 N0137'43 E £154 N3557'57'W EI55 S535r1SE DISTANCE 40.25' 10.13' 58.26' 102.70 2.62 4.56' 51.21 7244 27.23' 29.05' 22.55' 46.42' 35.05' 47.06' 5.12' 32.00' 25.84' 14.86' 20.92' 32.09' 28.92' 26.97' 24.39' 16.55' 52.67' 961' 33.40' 45.91' 2242' 38. 71' 35.44' 49.06 1882' 22.04 22.68 21.13 60.03' 19.88' 23.66' 41.66' 16.16' 26.99' 31.75' 25.95' 15.18' 14,93' 17.08' 2 16.28' 20.74' 10.83' 2.57' 50.00 74.34 80.93 OPEN SPACE EASEMENT CURVE TABLE CURVE I RADIUS I LENGTH I DELTA EC1 53.11' 57.93' 6229'43' EC2 4Z00' 17.23' 2039'52' EC3 33.27' 36.25' 622518' EC4 20.00' 49.81' 142'4151' FOSTERVIEW ESTATES A REPLAT OF A PORTION OF TRACT 67, RIVERSIDE INTERURBAN TRACTS AND AND A PORTION OF TRACT 19, FOSTORIA GARDEN TRACTS IN GL. 2 AND GL. 3 AND THE SW 1/4 OF THE NE 1/4 OF SECTION 15, T. 23 N., R. 4 E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON R I M R.L. McDUFFY & ASSOCIATES, INC. DATE 2/7/00 L I) LAND USE CONSULTANTS DWG e7' KMr, E NGINEERS 0 SURVEYORS 0 PLANNERS • MANAGEMENT JOB NO 96089 3605 COLBY AVENUE MET', WASIMGTRN 98201 (425) 258 -4438 FAX: (425) 258 -1616 SHT 4 OF CITY OF TUKWILA PERMIT CENTER LOT # PHASE PLAN PORCH AREA - ' 4 * -, . LOT # PHASE PLAN roxCH AREA LOT I A 1843B X 1 LOT 21 B 2119 5 LOT 2 1843A X LOT 22 2060 5 LOT 3 2119 2119 LOT 23 1568A LOT 4 2246 LOT 24 1568B 6 LOT 5 B 2108 X 2 LOT 25 C 1843A LOT 6 2246 LOT 26 1843B LOT 7 2246 LOT 27 D 1843A 7 LOT 8 2108 X LOT 28 1843B LOT 9 2108 LOT 29 1843B LOT 10 2246 LOT 30 1843A LOT 11 2108 LOT 31 2060 LOT 12 1568A LOT 32 2119 8 LOT 13 A 2246 3 LOT 33 A 2060 LOT 14 2108 LOT 34 2119 LOT 15 MOIYFD (I) LOT 35 C 1843B 9 LOT 16 2108 MOD'F.D (2) LOT 36 1843A LOT 17 2246 LOT 37 1843B LOT 18 C 2060 4 LOT 38 1843A LOT 19 2119 LOT 39 1843B LOT 20 2060 LOT 40 D 1843A 10 PLC USES fist JA 1568A 2 - ' 4 * -, . 1568B 1843A 7 1843B 6 2060 5 2108 5 ( +2) 2246 5 2119 6 ' IMP LE1 N. ARIAS LOT BASIS L MATE UCTION F I DITION Y, UNSUIT PER PORTION' ED DURING ANmT R E WER PORTION' PE PROBIS EIR SINGjLE CHNICALL EOTECHNICAL " IN AR IAS VVVVVVVVVVVVV V VV VVV VV VV V VV VV vv , vv vvvvv VV J " VVVVV VVVN/ vvvvv vvvvv \IV\/V VVVVVV VVV V, V V V V V V V VVV VVVVV V V V V V vv vvv V vv Vs./ PHASE A PHASE B PHASE KEY PHASE C PHASE D HOME PLAN MATRIX & SCHEDULE (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) CONDITION 1. CONSTRUCTION OF IND UAL HOMES INC FOOTINGS, FOUNDATIO ETC MUS1\BE IN ACCORDANCE W THE APP DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPME T PLAN IQ AREAS. EACH AREA IS TO DEVELO`RE CORRESPONDING CONS RUCTIE 3. THE CONSTRUCTION AREAS S L BE D PER THE GEOTECHNICAL REC MMEND OF TERRA ASSOCIATES OR ANOTHE GEOTEC ENGINEERING FIRM AS APPROVED BY TH CITY OF - 4. THESE GEOTECHNICAL RECOMMENDATIONS E TO BE AS PART OF THE SIBMITTAL FOR EACH OF E SINGL RESIDENCE PERMITS; ON A LOT BY L BASIS, G IN CONSTRUCTION PHASES 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR: A. TEMPORARY EXCAVATION RECOMM : DATIO AREA TO ALLOW FOR THE INSTALLA . N OF H FOOTINGS, FOUNDATIONS AND FLOOR S B. CONSTRUCTION AREA AND PHASE MITIGA ON M FOR SOIL STABILITY AND EROSION CONTRO BEFORE DURING HOME CONSTURCTION. C. GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW TAHON OF ADJACENT HOME DEVELOPMENT WNSRUCD D. CONSTRUCTION DESIGN PARAMETERS ON A LOT B E FOR LOTS 21 THROUGH 34, THE UNSUITABLE SHALL BE OVER EXCAVATED DURING CON FOUNDATIONS, FOOTINGS, AND FLOOR SLABS THERE WILL BE LIMITED EXCAVATION AND REMOVAL OF SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE ON THE (SOUTH END) OF EACH LOT WILL BE FLA LOT DEVELOPMENT OT ACHIEVE AN INCLINATIONO ACCEPTABLE OPTION IS TO PROVIDE A MECHANICALLY STABILIZED RETAINING WALL THE OF THE LOTS WILL HAVE THEIR S CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE, AS PART OF FAMILY RESIDENCE PERMIT, THESE GEO RECOMMENDATIONS AS WELL AS A LETTER FROM THE ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS ORO THAT THE HOM FOOTING AND FOUNDA ON DISI ADDRESSES AND FULFILLS THEIR GEOTECHNICAL RECO. MENDATI1NS 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGIN ' B TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMEN . PLAN. D REPORTS ARE TO BE SUBMITTED TO THE CITY OF : ULWILA D TO ADDRFSS: A TEMPORARY EXCAVATION OF CONSTRUCTION AREAS A,4 MITIGATION MEASURES B. VERIFICATION OF FOOTING, FOUNDATION, R NING WILL AND FLOOR SLAB INSTALLATION METHODS D D AY PLACEMENTS ACCORDING TO GEOTECHNICAL no NL C. VERIFICATION OF BACK FILL AND PREPARATION FO CONSIR ON IN ADJACENT HOME DEVELOPMENT CONTRR ON AREAS ACCORDING TO GEOTECHNICAL RECOMMENDATI NS THE GEOTECHNICAL ENGINEER IS TO PROVIDE C RTIFICAT*ON ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THEIR GEOTECHNICAL RECOMMENDATONS �rr��r�rrr TRACT "A" PRA°ERTYLOVE — TYP (TRACT 8D19 2()Q0 OME DEVEL fPMENTPLAN KEY PLAN r 0 2 40 T RAY = 40' 80 160 REIVED C CE ITYG= TUI<W;LA PERMIT CENTER �nu'1 0 D �a F W O wa CO 0 O O 0 0 U moo g R N W x T C L T , • ,V (Is o Q1F o N N m c� 43) U z • c43 C) < o pQ co mcs Q A B A 1843B 1843A 2119 2246 2108 2246 2246 2108 2108 2246 2108 1568A 2246 2108 2108 MOD'F.D (I) 2108 MODF.D (2) 2246 2060 C 2119 2060 AREA 2 3 4 LOT # LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 A Z/ NOTE: I. FOR EROSION CONTROL • EXISTING SILT FENCE (AS SHOWN ON C-2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. MOD'F.D PHASE PLAN PORCH D2D00 LOT # LOT 21 LOT 39 PHASE PLAN 2119 2060 1568A 1568B 1843A 1843B 1843A 1843B 1843B 1843A 2060 2119 2060 1843B 1843A 1843B MOD'F.D PORCH LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 29 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 AREA C 6 7 8 9 10 LOT 40 D 1843A HOME PLAN MATRIX & SCHEDULE (SEE SHEET C-1 FOR STREET ADDRESS OF EACH LOTS) TRACT "A" PRCPER7 Y LAC - TrP ORACT ROY) OME DEVELOPMENT PLAN DETAIL/ 2140 80 1 R ----- L : 11 40' 160 CITY OF TUKWILA PERMIT CENTER TITLE I JOB NO. - 9801321 SHEET P1.21 N SOUTHGATE PARK POO. EX UTTL/TY POLE • r' EX UTILITY POLE 15'NAILE YEGETAIION BUFFER UTILITY POL EX ROCKERY EX CONC WALL EX GUY POLE PER CIVIL FINAL GRADING PLAN SHEET CO3.1 PROPERTY L /NE - TYP (TRACT SOY) TRACT "A" GRADING D STREET PLAN SCALE 1:40 0 20 4 60 0 80 160 TELE. UY POLE S >37Th' STREET _• , —RA ITE STEPS EE ASO NEW 5' CONE WALK SEE SHEET 455 FOR 5ITE STEP INFORMATION RECENED CITY OF TUKWIL4 PERMIT CENTER co co co co U p O OO 6 L2 - �) U Z CO CD m m o V o O Q cc, SHEET P 1 °S PEDESTRIAN AND P09T /C UTILITY EASEMENT '0' PRIVATE IU PRIVAIE DRAINAGE ES, CUT & FILL CALCULATIONS (IN CUBIC YARDS) THESE CALCULATIONS ARE BEING PROVIDED TO THE CITY OF TUKWILLA AS PART OF THE PERMITTING REQUIREMENTS. CUT AND FILL QUANTITIES ARE GIVEN AS TWO 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. TOTAL TOTAL ADJACENT TO LOT LOT CUT FILL WITHIN R.O.W. CUT FILL 01 348 133 0 0 02 177 266 N/A N/A 03 35 37 0 4 04 60 114 N/A N/A 05 N/A N/A 06 N/A N/A 07 N/A N/A 08 N/A N/A TOTAL TOTAL ADJACENT TO LOT 09 N/A N/A LOT CUT FILL WITHIN R.O.W. 10 N/A N/A CUT FILL 11 N/A N/A 26 12 N/A N/A 27 13 193 30 N/A N/A 28 N/A N/A 14 41 150 N/A N/A 29 N/A N/A 15 45 150 N/A N/A 30 N/A N/A 16 45 85 N/A N/A 31 N/A N/A 17 56 36 N/A N/A 32 35 81 0 83 18 N/A N/A 33 38 122 0 66 19 N/A N/A 34 35 37 3 7 20 N/A N/A 35 N/A N/A 21 N/A N/A 36 N/A N/A 22 N/A N/A 37 N/A N/A 23 N/A N/A 38 N/A N/A 24 39 N/A N/A 25 40 N/A N/A EX 1/17L/T. POLE 5' An uE rAnoN 10' PR 1017E ORA /NASE ES, PEOESTR /AN A ND PUB LIC UPC /TY EA SEMENT VY POLE SOUTHGATE PARK 1PEOESTRAN AND P05L /C UT /[" /TY EASEMENT nL /TY POLE ( OPEN SPACE EASEMENT GRADE COMPARISION EX ROCKERY EX CONC. IYALL�� ` EX cur POLE) ( 10'P;TOC/C DRAINAGE ESMT I TRACT "A "/. FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILDOUT JIIIpI "" � "iillllu4 1 1 1 1 I SCALE 1:40 0 20 40 60 80 160 TEE STR r,. M ITE STEPS I EE A50 NEW 5'CONC.. WALK SEE SHEET A5O FOR SITE STEP INFORMATION RECEIVED OF T UKWILA PERMIT CENTER PG P4 y y O o ° 0 r 00 O O O m co CO Ln ° o�o x g. co 0 Z .03 L O W C) S ao , L r o] N CO N O. 0 2) - 125 1 " 0 ' ,) \ CONC. DRIVEWAY \(20' WIDTH MAX. & \ 95% SLOPE MAX.) 11.4.0 = / •1/43 :2— 5 D L /3 STORM SEWER ‘`, ‘. SITE PLAN NOTES 1. THE SITE PLAN SHOWS FOUNDATION AND FOOTING OUTLINES. THE FOUNDATION DETAILS NOTED ON THE SITE PLAN SHALL TAKE PRESIDENCE OVER THOSE ON THE BASIC HOUSE PLAN 2. OVERALL SITE TOPOGRAPHY IS SHOWN ON SHEET RI.5. a ALL FOOTING DRAINS ARE PER DETAIL 9/PEG 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 TIGHTLINE TO STORM DRAIN. 5. 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 6. WATER SUPPLY FROM METER TO HOUSE IS 3/4' TYPE K COOPPER. 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 MAXIMUM SLOPE ALLOWED IS 15%. LOTS 2 3 ,4,5, 6 ,7, 8 , 9 ,31,32 ,-33AND34TOHAVE RESIDENTIAL TRENCH DRAIN TIGHTLINDED TO STORM DRAIN. ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE GRADIANT. 8. CONSTRUCTION SEQUENCING AND TEMPRARY EROSION CONTROL DURING FOUNDATION CONSTRUCTION SHALL BE PER SHEETS P1.0 , Pt1 , P1.2 , P03 AND PI.4. 9. EROSION CONTROL AFTER BACKFILL OF FOUNDATION AND BEFORE IMPLEMENTATION OF LANDSCAPING PER LANDSCAPE REQUIREMENTS SHALL BE STRAW PER KC. SURFACE WATER DESIGN MANUAL APPENDIX D. 10. CUT AND FILL CALCULATED FROM SHEET P1.6. : obtcct to t't ut,tics inspector 0. — /517210/ BY' Acc as3 LA- S 1)4 ANIA4F 10 ALE,: 0' \ \ PERMIT CENTER 0 0 TITLE SHEET JOB NO 98013 VV 2 DETAIL PLAN 40 Pe) 3 A m , CM4 TUKWILA • —.. RECEIVED I Lay 2-'7 • t t ' 2 I . .2, 4 t _ ... f • _ or r_ _ — — f — -- — — — • — — — — I—IW ----------- - — — 2 SIDON —/ g 1 tx- ' .., 1., REVISED ORIGINAL GRADE -- DATUM _ 1 ----_, __ISO' I _ FINAL OR FOR PLAT APPROVAL - 1 __ — --____ 1 t 160' 4- _ — . — REVISED oRIGNAL GRADE FINAL GRADE POR PLAT APPROVAL - I - I FIN. GRADE FOR LOT BUILD OUT 1 7r _ IV I / -*.. FINAL GRADE FOR LOT BUILD OUT I I' CDSITE SECTIONS FOR LOT 21 Scale NIUE: ()SITE SECTIONS FOR LOT 23 Scale 1" 10 I 210' DS' 217 I 21. _I IOC NOTE ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. NOTE: ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. I I 17 - -- / „ - 1_ LOWESTEAVER MIDPMNT ITINN,..., ! HIGHEST RIDGE /- - 7N. 1 — T 4- 4 , --+ ▪ MAIN FLOOR ELY. 190' - I • REVISED ORIGINAL GRADE I FINAL GRADE FOR PLAT APPROVAL 5..e* t 11111111 - III:1Ii:I:IIII - II1I 1 t - I- aligigillill. I- _HIGHEST_RIDGE_ MID.PGDIT-IITN LOWEST EAVES It . n c I Milli l , . 1 - I 1 Mi I I I I • I I I I • 1 I 1 • 1 I I I • 1 I I ritrorrirrrainiaN., T S _ - I 1 1 - - r -"-- - ----- ------- - _1 r ' . " - .14 I I 1 11 I N Wail I I FL r _ __ FIN. GRADE FOR LOT BUILD OUT — R PIAT APPR L — — — — '.----7---'— -024112M .N? -. - 41.7. GRADE FOOVA .,, REVISED ORIGIN. GRADE SITE SECTIONS FOR LOT 22 Scale I 10 iL)z- u uu ,2u -I - ' I - SITE SECTIONS FOR LOT 24 Scale I° 10' • SEF - — — — — — — — — I S 137th A. NOTE ALL ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. — — 7 7 • - T • T • 7‘r NOTE RECEIVED ALL FOOTING DEPTHMrre OF TUKWILA WILL BE PER ITEM #7E1 OF APPROVED PLAT. PERMIT CENTER I z JOB NO. • TITLE SHEET P6.6 U5 NO2M TWO DECKS WILL NOT BE USED FOR ALL CONDITIONS. INSTALL LOLLER DECK ONLY WHEN GRADE REQUIRES. 2x2 5 12' a (CLR DIST. BTUN NOT a TO EXCEED 4' TYP. DECK CROSS SECTION 5/4 x 4 TK CDR(AK'G 2x8 P.T. DECK JST AT 16'OL. ATTACH LEDGER m/ 2 ROWS OF IB' LAG BOLTS AT IV oc TTP. TJI FLOOR FRAMING RIM BOARD PER PLAN 6x10 P.T. BENZ ECC66 TO POSTS ABOVE AND BELOW 2x FACIA BOARD (2' GREATER DEPTH THAN JOISTS) (U 3/4" LAG BOLT, AT EACH END 6x6 TWEE BRACE, TYP. 6x6 P.T. POST 0666 FINISH GRADE (4) 4 BAR VERT. STUB INTO FOOTING •4 BAR WRAP • 10 cc, MM. TOP AND BOTTOM 36'x36,10' CONC. PAD / (41.4 BAR EACH WAY CN SOLID SUBSTRATE FOOTING DEPTH PER GEOTECH ENGINEER 00200 -19_7 I/2' CLEAR u• FOOTING DRAIN DETAIL 3/4'4-0' NOTE: 'i FOOTING DOEg'NOT SLIDE N THIS CONDITION, FOOTING 5PANS HORIZONTALLY. YIN, TOP OF SLAB 2' -6' NTS. FOUNDATION DETAIL 3/4"4-0" NOTQ'_`'w: FOOTING 5,2E5 NOT SLIDE IN THIS CONDITION :NOTING SPAN HORIZONTALLY,* L TOP OF 51A8 N.TS. UNDATION DETAIL 3/4•=f -0" NOTE: FOOTING DOES NOT SLIDE N THIS CONDITION, FOOTING SPANS. --4.. HORIZONTALLY. 1111=) .Z j1 : f•l - 6 10' 4 -8 r N.TS. F ' OUNDATION DETAIL 1 1 _ 5/8'0x10' AB. W/ 250'X3/16' SQ.. STEEL PLATE WASHERS a 4' -0.' OL. (DM 3 SHEET A-9 EXCEPT AS NOTED CN SHEARWALL" SCHEDULE 1' MIN EMBED. 0).4 Wye •4 VERY, BAR '• IV OC, RILL HEk2HT CF WALL (DIV. 3 SHEET A -U •4 VERT. J BAR• V oc (DIV. 3 SHEET A -1) •4 HORL BAR • 10' oc' (DIV. 3 SHEET A -1) DAMP PROOFING ( DIV 1 SHT Al) TIGHTLINE. •4 HOWL BAR 3' -0' • 10' oc '(DIV. 3 SHEET AT (5).4 BARCONT (DIV 3 SHEET AT 5/8'0x10' AB. W/ 25(2'X3A6' SR STEEL PLATE WASHERS • 4' -0' OL. (DIV. 3 SHEET AT EXCEPT AS NOTED CN SHEARIIIALL SCHEDULE l' MIN EMBED "'' (21.4 BAR • TOR, 03300 -09 SOLID SUBSTRATE SEE DETAIL 9/1.80 FOR FOOTING DRAIN CONSTRUCTION,. (DIV.2 SHEET A -I) •4 3Rt. BAR a I0' OC, FULL li HF WALL SHEET A -Il 4 VERT, J BAR• 5' oc (DIV. 3 SHEET A -U 03300 -10 (61 .4 BAR CONY, (DIV. 3 SHEET A-1) SOLID 8155 t\, SEE DETAIL 5/P50 F•OR FOOTING DRAIN CONSTRUCTION (Div. 2 SHEET AT (2).4 BAR, OP (e) 4 BAR CANT (DIV. 3 SHEET A -I)'. •4 HORL BAR •8'oc (DIV. 3 SHEET AT 03300 -11 SOLID SUBSTRATE SEE DETAIL 6,50 FOR FOOTING DRAM CONSTRUCTION (DIV. 2 SHEET AT 03300 -12 TOP OF 4 NOTE: SOL. MUST BE M PLACE PR0R TO FU BACKFILL CF WALL OF SL•= i \TOP OF FT'G \ TOP C�F5 FINISH GRADE 2' -I' NT5 o \, FOUNDATION DETAIL 11/2' CLEAR , 8• NT5 NT5 F ODATION DETAIL 3 /4;xf \ O. Lk •11117 11= 111 0 1 -I!I i 'CLEAR MIME 1 ae - e Z ■ r•� L CONY (DIY 3 -. ET AT SOLID = -TRATE OVER e• OVER VAPOR BA�IpR 00-05 1 5/80x10' AB. W/ 2 STEEL PLATE WASHERS 00 (DIV. 3 SHEET A- I),.EKCEPT AS NOTED al L SCHEDULE l' MNAMBE . ) 4 BAR OP 8 4 VE . BAR • 12' oc, RILL HEI(a1R OF WALL fDiv.3 SHEET A -U 5 VERT. J BAR GR60 • 8' oc r (DIV.3 SHEET AT - DAMP PROOFING (DIV.1 SHT Al) k. •4 HOP. BAR• 10' ac. 1'-6' OVERLAP 0-110 (DIV 3 SHEET A -U TIGHTLINE •4 NOR. BAR 0 -0' • 16,c (DIV. 3 SHEET A -I) SEE DETAIL 9/P8.0 FOR FOOTING DRAM CONSTRICTION ✓IV.2 SHEET A -I) F SHED GRAD OP OF FIG FOUNDATION DETAIL 3/4' =Y-0' TOP OF BAR 8 3/4'=f -O as • 0 10' E6UNDATION DETAIL 3/4W -0' \ TOP OF SLAB VEHICULAR SURCHARGE •r n MI ler • I/2+�CLEAR : i/2' CLEAR 3' -4' , 10' I' -10' NTS NT5 FOUNDATION DETAIL j 03300- 5/8'0x10' AB. W/ 2;)-2•X3/16• 50 STEEL PLATE LU ERS • 4' -0' FOO OL. (DIV.3 A -I) EXCEPT CONDI ., AS NOTED EARUALL HDRZON CI SEDUL MIN EMBED, AR • TOP •4 VERY. BAR • 0' oc, RILL HEIGHT 3 (DI SHEET WALL Y. SHEET A -I) 5 VERT, J BAR .60 • 5' oc (DIV, 3 SHEET A -U •4 HRZBAReB'oc (DIY. O 3 SHEET A -Il DAMP PROOFING • (DIV. 7 SHT Al) 4 HORL 3' -0' BAR 8.10' oc (DIV 3 SHEET A -U (1) 4 BAR 0ONT, (DIV -3 SHEET AT SOLID SUBSTRAE ".•- 4 2000. SLAB OV 4' OYER VAPOR BARRIO- ROOK •• ' MI D GRAD iT- 8' I0' / NT5 / FOUNDATION DETAIL 3/4 -0' DOES NOT SLIDE N THIS , FOOTING SPANS LY. TOP 'u; SLAB TOP OF BAR FINISHED GRADE II IL Ij IllI Ill -11 I/2' CLEAR VE1 -97. SURCHARGE agrralirrr! DAMP PROOFING ('DIV l SHT AU m TIGHTLINE 5/80410' AB. W/ 2'25C3/16' 5Lt STEEL PLATE WASHERS eN'0' O.C.(DIV. 3SHEETA -U E), EPT AS NOTED ON SHEARUAL'L SCHEDULE 1' MIN STOP OF DAMP PROOFING ( DIV 1 SHT AU w TIGHTLINE (r •4 HORZ BAR 4'-0' • 9' oc TOP CF (0110.3 SHEET AT •4 HORL BAR •0' (DIV, 3 SHEET A -I) TD o CF SLAB FINISH GRADE \ TOP OF J BAR NOTE: SAG, MUST BE IN PLACE PRIOR TO FILL BAGffILL OF WALL. FINISH GRADE r NOTE: 50G, MUST BE IN .9 PLACE PRIOR TOE To BACKFILL OF WALL. •4 HOP. BAR 3'-0' a 10' oc S TOP OF FT'G (Dlv 3 SHEET A -Il 4`4991. BAR • 9' OG, RJLL * V EIGHT LF WALL ( 23.3 SH EET A -U -TOP OF J BAR 5 VERT. J BAR GR 60 . 5' oc Tvz (DIV. 3 SHEET A -I) NOTE: 5.0.G11.131 BE N ..j PLACE PRIOR TO �p z BACKFILL OF WALL. TOP OF x.70 5/840x10' A.B. W/ 2'2'X3/16'..'• STEEL PLATE WASHERS_, - OL. (DIV. 3 SHEET - CEPT A5 NOTED ON SCHEDULE T ''. EMBED. (2).4 B •,.- "' TOP' •4 .'i, BAR• V' oc, FULL CF WALL Y'DI, 3 SHEET A -I) •4 VERY J BAR ab' oc (DIV, 3 SHEET A -I) DAMP PROOFING (DIV.1 SHT Al) •4 HORL BAR •0'oc 1 -6' OVERLAP (MN) (DIV 3 SHEET A -I) TIGHTLINE (5) .4 BAR CONT. (DIV. 3 SHEET A -I) SEE DETAIL 3/P60 FOR FOOTING DRAIN CONSTRUCTION (DIV, 2 SHEET A -U SOLID SUBSTRATE ✓C, SLAB OVER 4' ROCK VAPOR B.ARRIOR 03300 -08 FOOTING DOES NOT SLIDE M THIS CONDITION, FOOTING SPANS 5/80x10' AB. W/ 252'X3 56 HORZONTALLY, STEEL PLATEWASN AS ( D. SHEET 'EXCEPT \ TOP OF SLAB SCHEDULE l' M (2).4 BAR • e 4 V AR ( S4EE A-i N' (DIY. 3 SHEET A -I1 5 VERT. J BAR GR60 • 6'a (DIV 3 SHEET AT DAMP PROOFING ( DIV, l SHT Al) •4 HOR. BAR • 5' cc 1 -V OVERLAP (MN) (DIV. 3 SHEET A -I) TIGHTLINE HORL BAR 3' -0' a 12' oc dV 3 SHEET A -I) SEE AIL TOR l !L• FOOT DRAIN 1N CC CO NSiRLTION +L). (DIV. 2 ET A -U (6)•4 T. (DIV, 3 SHEE I) SOLID 5U85 4' CONC. SLAB • '- 4• ROCK OVER VAPOR BARRI L FOUNDATION DETAIL 3/4• = -0' TOP OF BAR I I/2' CLEAR FOUNDAT ON DETAIL 03300 -08 4 3/4'4-0' 120x10' AB, W/ 0105C3/16' 5L2 STEEL PLATE WASHERS a 4' -0' OL, (DIV. 3 SHEET AT EXCEPT AS NOTED CN SHEARUALL SCHEDULE T' MIN EMBED, (2).4 BAR • TOP •4 HORIZ. BAR 10' OL, 1 -6' CORDER OVERLAP (DIV. 3 SHEET A -I) 4 VERT. J BAR G OL, ALTERNATE 55.5 (DIV. 3 SHEET AT TIGHTLINE DAMPPROOFING (DIV l SHEET A -U SEE DETAIL 9/P80 FOR FOOTING DRAIN CONSTRUCTION (DIV.2 SHEET AT SOLID SUBSTRATE (3).4 BAR CONY (DIV. 3 SHEET A -I) 12'0x10' AB. W/ 2 STEEL PLATE WASHERS 4'-0' OL..,,O0�� 3 SHEET A -U EXCEPT AS NOTE . RPSHEARUALL SCHEDULE 1' MIN EMBED (2) •4 BAR, 6TOP •4 L BAR 10' OL, 1 -6' CORNER ,p6AP (DIV. 3 SHEET A -U •4 VERT, J BAR 16' OL, ALTERNATE BENDS (DIV, 3 SHEET A -U TIGHTLINE - �DOMPPROOFING (0110 1 SHEET AT SEE DETAIL ,,�B//PP88.0 FOR FOOTING DRAIN CONS ION (DIV. 2 SHEET AT SOLID SUBSTRATE' . (3) •4 BAR CANT, (0110)3 SHEET A -I) VEHICULAR SURCHARGE 5/8'0410' A.B. W/ 250'X3/16' SG. STEEL PLATE WASHERS • 40' 00. (DIV, 3 SHEET A -I) EXCEPT AS NOTED ON SHEARUALL SCHEDULE l' MIN EMBED, (2) •4 BAR • TOP •4 VER7 . 0AR a 04 O0, R1LL HEIGHT SH WALL (DIV. 3 SHEET AT •4 VERT. J BAR• 8' (DIV, 3 SHEET A -I) .4 HORL BAR a 0' oc (DIV, 3'SHEET AT DAMPFROOFING ( DIV l SHT Al) TIGHTLINE (5).4 BAR CONT. (2) AT TOE (DIV, 3 SHEET A -I) SOLID SUBSTRATE SEE DETAIL 1/1.80 FOR FOOTING DRAM CONSTRUCTION (DIV. 2 SHEET A -I) 5/80x10' AB, W/ 2'2'X3/16' LL STEEL PLATE WASHERS • -0' OL. (DIV. 3 SHEET A -I) CEPT NOTED ON SHEA L SCHEDU 1' HM E (2).4 BAR • TOP •4 VERT, BAR• 10 OC, FULL HEIGHT OF WALL (DIY, 3 SHEET A -U • 4 VERY, J LIRA!, 6' oc it 3 $H •4 NOR. BAR • KV c,c (DIV, 3 SHEET AT DAMP PROOFING ( DIV 1 SHT AU TIGHTLINE •4 POR. BAR 3' -0' • 10' oc (DIV 3 SHEET A -I) 03300-01 I 40 1 0330602 T ) 1 44 I 101 03300 -03 PERMIT CENTER SHEET (T1 4 BAR CONT. (3) AT TOE (DIV. 3 SHEET A -I) SOLID 6.1BSTRATE E: DETAIL 3/1.50 FOR TING DRAM CONSTRUCTION P 0 (D 2 SHEET AT error zi J N N N N 20" PUBLIC 1/77LITY/ PEDESIR /AN EASEMENT KEYSTONE WALL 4 "R /,CEO PERFORATE, P. /PE '� 40'ACC£55 ANO UBUIYESNT 2 5' WALK/ UTILITY EASEMENT 20' PUBL /C U72/TY/ PEOES7R /AN EASEMENT 1.74 2 ..1 1.,B 244 12 4"RVE PERFORATED P /PE SEE WALL ,ETA /LS If SO 3O PEDESTRIAN ANO PUBLIC UTILITY EASEMENT 5' U17L /TY EASEMENT VEE PERFORATED 7 AT FORE ACCESS ROAD FOR ORA /NAGE CONTROL. SURROUND H97H RO HELL ORA /N /NG CK SEE ,ETA /L 6 - SHEFT C -5 DRAIN OUTLET AT BASE OF DAYL/GHRD /N SHALL SPLAS 75'PRNATE ORA /NAGS AND SEWER Ear 7/E INTO CATCH BASIN COURSE 42 X29 CMP ARCH 12" SO G 9B IE 15837 EX 78" CMP q" R/OC/O PERFORA]EO P /PE DRAIN OUTLET AT BASE OF•WALL SPAL �� ASH�BLO�S � /0 ARMY SEWER ESM 10 "PR /YA7E DRAINAGE ESM. PRNAW DRAINAGE ES, 10' PR/VA. IRA /NAGS 0 PUBLIC DIA/N,40 ES( ••■■•• 8 ��/ 12 SO ! PEDES7R/AN AND PUBLIC OTIUIYEASD/ENT 5_ WALK / UT/L/TY EASEMENT 10' WALK /CURB U77L /TY EASEMENT N CB 32 N CB 2 33 h' PEDESTRIAN AND P//BUC 1/171/7Y EASEMENT EX. ROCKERY EX GUY POLE £X CONC WALL C8 22 It 171.43 5' WALK///7K /TY EASEMENT NOTE AS-BOLT /NFORAIAAON IS AS OF 9/30/99. MG4NHOLE LIDS AND DRAINAGE ACCESS LIDS IN PAVE/WENT ARRT�"" Al ATP. RAI ELEVATIONS MAY CHANGE AFTER FINAL LAW"R OF ASPHALT PAVEMENT HAS BEEN APPLIED. TRACT "A" COURSE 12SO PP W/ LUM /NA /RE CONC WALK PP '/- BASKETBALL HOOP EX ROCKERY ES ROCKERY GRA ti ASPH 0R /NE CONC. OR." GRAVEL OR/ ORAVEL OR/ CCWC. WA PLANTER BOX h� GRAVEL OR /PEI CB RE 9332 /E 89.74 (152 /E 8894 (24) 5100 GRAVEL OR/VE EX CONC WA I EX COY POLE \ 1 4 "R /00 /0 PERFORATED PIPE SOUTHGATE PARK E RE76792SE /E 16507 ( 2"NW � 764B3(IENN/ ?. PLUGGED TO EAST \ \ ° SO EDGE OF EX ASPHALT B /OF /L TRA 77ON SWYALE SEED MIX RED FESELE 513'7/1(2 ROW • A6ROS77S° Al1A RIADOW Fa4/7AL ALEOP RPAIAI(SXS .9 HOMY 0 PLHW7Y z ammmay TS 9O TS 92 Of 30 90 80 APPLY MS A/071/9° AT A RATE 08' BO IBS/AARE 497N A00/7X7NAL sways OR ACMES IF NAME M 7L@M7 PLANTS SICY AS AMC 94501(SY9RPCK AC1/11/4 YAL6914 OR LONG ARPLKi OFEEPR SPAYS ROSY (ELEOICNAR/S PALLSMYA S WOON -MDSE (CAREX PINI/O74; OP OMENS AS RLEA°AREB BY THE 079. /N01.0 £ PLANTS St/ON AS CATTAK (T)PTIA L NFOL/A) REED CANARY GRASS (AYALA949 ARIAVLWACE0 AN, PURPLE LOAFE3'7RI'F (LY//APUM £(L.CARM) S)YALL NOT BE' OfE9 MAW ANY L /S°TAN X EDGE OF ES ASPHALT SPEC /FICAT7ONS ✓ NO7E ES GAS LOCATED ON WEST EDGE OF PAVE- I MENT I EDGE OF EX ASPHALT L J ALL WORK SHALL BE IN CONFORMANCE NW/ H5 OOT (APWA) STANDARD PLANS AND SPECO7CAWON,' FOR ROAD, BRIDGE, AND MUN /C /PAL CONSTRUCTION AND CITY OF TUKW/LA STORM ORA /NAGE STANDARDS. CATCH BASINS SHALL BE TYPE 7 UNLESS OTHERWISE NOTED. TYPE // CATCH BAS /NS SHALL BE 54 -INCH D /A. ALL TYPE // CATCH BASINS SHALL NAPE AND SAFETY STEPS ORA /NAGE PIPE SHALL BE POL Y£7HYLENE" SMOOTH WALL INTER /OR (N -12 BY ADS LW EOUAL), UNLESS OTNERNSE NOIEO. PVC P1PE SHALL BE ASTM 0 -3034" SOR 35 CAW SHALL BE ALUM /NUM, 16 GAUGE, UNLESS OTHERWISE NOTED CATCH BAS /N /NLETS SHALL BE VANED GRATES 077H THRU -CURB FRAME FOR VERTICAL CURBS (SEE K /NG COUNTY DWG NO 2 -017 SHT C -IS) OR ROLLED CURB FRAME AND GRATE (SEE K /NG COUNTY DWG NO 2 -020, SHY 1 -18), AS APPROPRIATE CURB FRAME AND GRATE (SEE K/NG COUNTY OWG NO 2 - 020 SHY C -IB), AS APPROPR /ATE. 1)2 COMM EDGE OF ES ASPHALT (AHANOONEO) 300 RE JE 27521 /E Z75J7 12500 OR 5'D 860 72S) LI, 2N)I L\, VI L, I C /24100 1 1 i 1 1 123-00 I N NORTH GRAPHIC SCALE 0 20 40 1" = 40' EDGE OF EX ASPHALT (ABANDONED) ROADSIDE DITCH \ \ NO7E THE FOLLOWING CBS ARE ACCESS OR ✓UNCI7ON STRUCTURES, NOT /NLETS, AND HAVE SOLID COVERS 8 15 18A, 185; 24A, 29 29A, 30 40 405 42 46 • o � \ \\ \\ WA 7ER COURSE \•\ \ \ \\ \ \\ \ \\ \ \\\ \ \ \\ \ CB 46 \ W /LID \ \ \ \ \ \ \ \ \ ,\ \ \ \ \\� \ \ \ \ •\ \ \ ' \ ■ \. \\ \ \ '\ \ \ \ \ \ 7C �- 4OA \ 47 751.72 \ ; \ 42(T1P II) \145.49 \ \ A 43(TYP 7I) 105.26 \ I N0. 7 \ - 44 22064 45 169.71 ONfN\ I 46 130.05 RE )4550 /E 147.. i5' (723j 747.31 X I� -R / 0,00 AN ALLEGRE ENTERPRISE 0 14 4 .5 2738. 7 71 2 7 V E) ,138. 7 7 (12 21(TYP //) 735.74 129.75 12 SW 129. 7402 E) 13124 (87.5119 22 23 25 121.73 119.61 (12'99), 160 7 15579 (127V 162.74 15259 1.2 152.64 (1271149) 1955 (12 WE) 26 7 5 O. i 9 > N. 29 TYP /I) 1 .94 13859 127VE), 14324 (12'5) 131.44 (36 NW) 29A(TYP //) 14922 131.72 (36 NW), 131.77 (35 SE) 30(7JP //) 144.61 14161 (OVERFLOW ELEV), 73481 (12 NW), 13031 (8" NE OUT), 131.96 (36 SE) WET VAULT A93 14006' (N ACCESS) 14263 (MIDDLE ACCESS) 14407 (5 ACCESS) 30A IYP 138.97 135. 2 72 , 135.72 (12'WE) J1( // REMOVE 37A 90 2. (12"iVE) 318. 75 15 80 (12'E) 31C(TYPE //) 15500 750.0(12'W), 148.5 (12 EX /STING). 32 151.62 74749 (127 W) 35 14869 145.74 (17W), 14564 (12'S) 34 15033 14531 (12"S 35 14345 C8"35 RIM 36175.5 317,174 3 (12V E) 37 16558 (72'N), 15531 (12 16526 (12V 37A 171.21 76810 (12'S) 38 15997 15737 (12lv), 15727 (12V 39 152.58 14939 (12 SW) 14914 (12 40 15257 15043 (OVERFLOW ELEV), 14093 (87VE OUT), 74082 (36 S5 SW) 15370 14850 (12 S5 87(E), 147.45 (36 "SW), 14135 (35 NW) 14868 (8"SW) 139.85 (127/), 13977 (8 13615 (.5' 738.07 (75N) 703.15 (12 SW), 703.00 (15 102.91 (15NW) 217.85 (W) 155.72 (8'SW) 128 77 (15'SE) 728 08 (15 NW) CATCH BASIN DATA (ALONG 42 ar s 13777/ PLACE OITSE7S ARE 70 PACE Or CURB WERE CURBS ARE PRESENT.) auga RIM EZEY /NL£RT ELEY 1 22238 219.33 (87 2 218.48 215.48 (87V, S) 3 21200 27067 (8'5), 21052 (B'%✓) 4 204.75 200.70 (8 "S), 20005 (871) 5 18513 18122 (8 187.13 (12'S/N), 181.02 (72 NE) 6 18569 186.09 (12 E) 7 174.77 171.73 (12 171.65 (12 8 174.43 17140 OWN) 9 174.63 171.72 (8 SE) 70 18896 18354 (727/) 11 18010 17579 (72 17559 (12 SE) 12 179.30 77541 (72"SE), 17533 (12149549) 13 188.36 184.42 (1271149) 14 18320 17584 (12 7/E,NE) 15 17785 774.71 (72 17409 (12 SE) 16 77581 77355 (7271/W) 77336 (1271/E) 17 17455 17050 (8 18 174-97 77004 OVERFLOW ELEV), 17000 (8 767 160.6 7(36 SW, SE), 160 67(8 OUT) 18A 17545 16545 (8 SW), 16595 (12NW), . 16065 (36 16054(87VE OUT) 186 176.95 173.24 (12 16055 (36 SE) 674 (12NW) 12" SD WATER COURSE -- So1,377H B SO 12 - /NCH CULSENT (AIA70N EX MORN) EDGE OF ER ASPHALT /ORES 3 -15 -00 PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES C4OFTUKWIU4 DUJARDIN N DEVELOPMENT COMPANY EVERETT PHONE: 334 -5018 R/W SEAM. PHONE: 743- 61VERM)TCENTER • 40'ACCESS AND UnUlYES, 10' UAL /TY EASEMENT 15 ESEAER R ORA /NAGE ESMT 1!47.9 5 UAUTY EASEMENT NANO UAU7Y A.EMENT AN 11 Ot546 ,;AN 10 TRACT " =" 5' UAL/TY EASEMEN T 5' UAL /TY EASEMENT 15' PRIME X4/NAL•E AND SE/1ER EMT SOUTHGATE PARK PEDESE /AN AND PUBLIC 01NTYEA BVT \ 15EPN£RT MEW �30'ACCESS AND \ \ \\ �30' .... � 01 35 1164 ��� \ SPEC /f7CA77ONS KEYSTONE WALL EX SAN 415 RE 1877 If 187.6 ALL HOW S)YALL BE M COAFORAIANCE IN7H HS DOT (API➢A) STANDARD PLANS AND &Graf/SWIMS &E47& /72R ROAD, BR /OGX; AND A IN/ PAL CONS17N/C11 CITY OF 7UKIRLA PUBLIC MOWS SE MER CONVI UC77GYV AND DEPIEOP /ENT STANDARDS AM9 IVAL WE MIER D/S'TM7CT STANDARD SPEC7f7C 17ILWS A/AWOLE"S SHALL BE 18- -1NLY/ D/'A4 E /e TYPE 1 IN77/ EaSEN1R/C Lt'iW 77/E A/AAZVUA/ NEWT a' 7HE R /S;<? AB OW NE CANE SHALL BE 24 ACHES /N LUD /NG FRAME AAD OMER BASE' SECRON SHALL CLNTA /N' A PREFABWCA7179 CANGPE7E (7/NNEI IY/F7BER GYASS S7/PPLW1ED PLASAC L/NER BY GU UNE? LTD OR EQUAL. ALL I/ANHOLES SHALL BE LWAAWEZED 70 7/E CROW a WE SEVERS 77/E /NIf7IT OF THE GY/TZET SLR .g/ALL BE A AWND/UM OF al FEET BROIM 7NE /NC M/ /NC /NI0RT EZEVA/KWS ALL AMANHA:ES SHALL HAW LAMERS AND SAFETY S7EPS SETTER P /PE SHALL BE PbC; AS71/ D-JQS4 SDR 3L� NO1E AS-BUT /NFORMA77ON IS AS OF .9/30/.9.9. MANHOLE LIDS IN PAkEMENT ARE IN ATP. RIM E EVA77ONS MAY CHANGE AFTER fTNAL LAYER OF ASPHALT PAVEMENT HAS BEEN APPLIED. EX SAN MH /9 -37 RE 208.4 /E2022 "N" SN W) EDGE OF EX ASPHALT EX SAN A18 /9 -32 RE 2371 /E 2301 EX SAN MH /10 -12 RE 10846 /E 10090 (8" IN S) EX ROCKERY 10024 (8" OUT NJ EX CONC. WALL R%YA)E POES7MAN AND PUBLIC Sala ESV 1/77L/IYEA.EMENT j.L6s . \ TRACT "A" 33 APOPIR/YL/1E' - 77P (7RAOT 97YJ WATER COURSE WATER COURSE � D0 N07E.• SEE SH7S C -15 4? C -16 FOR PROf7LES NORTH GRAPHIC SCALE EDGE OF EX ASPHALT (ABANDONED) 0 20 40 80 1" = 40' PIPE DATA MH NO. /NTH NO SLOPL > 2 9.559 2 EX 12. 3 4 6.519 4 5 7949 5 6 1.739 6 7 2672' 7 /1 10.509 8 19 10.35% 79 9 8.84% 9 10 5.35% 10 71 1795% 11 - 12 14.95% 12 13 8669 13 74 5.299 14 15 724% 15 18 /5209 76 17 5.459 17 15 2.24% 18 EX 14.46%, 20 19 15.13% CO (LOT 32) 20 1229 EX 18" CMP WATER COURSE r�WA7ER COURSE SAN NH /10 -33 MANHOLE DATA EDGE OF EX ASPHALT PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN ;; DEVELOPMENT COMPANY 4/H NO RIM ELEV INVERT ELF! > 176.92 171.69 2 765.99 159.77 15935 3 79 18747 4 8330 17504 172.87 5 i 179.09 1 171.29 171.19 6 ( 17758 ( 169.63 16953 7 1774797' 15696 16672 8 18993 181.20 9 17670 17042 17013 10 77227 16572 16542 1> 168.67 15.922 (FROM MH 7) 15922 (FROM MN 10) 158.72 (OUT) 12 15793 14790 14745 13 15345 14295 14265 14 144 68 13546 13518 75 135 50 131.90 (FROM MH 14) 131.77 (FROM MH 17) 131.41 (OUT) 16 75338 14673 77 140 13547 13532 >8 72090 111.50 11095 19 78609 775.63 (FROM MH 20) 17554 (FROM MH 8) 77514 (OUT) 20 19758 EX SAN MH /10 -37 E 7467 /E 1347 (8"/N) IE 133.8 (8" OUT) EX SAN MS /70 -32 RE 149.86 RAY /E 14211 (8" WJ 141.45(8 "S) /E 74035 (B" E) EXPIRES 3 -15 -00 RECEIVED CITV OFTUKWI AN ALLEGRE ENTERPRISE _ EVERE PHONE: 334- 501PPERMIT CENTER SFATR PHONE ]43 -81b Q( C -12 IPRV STAnaVl f0' NLILK 77L T / / - 2'LR NCIFFASSEM My #725 7AC xi LERECT A11' EIVAIN MAX OF25' .. vT 70 MAPTAW 64 OF 1/7011 C 1 8; 2204=0 x444 Ld \ \ \ \ \ \ \\ WATER COURSE NOM DETIECT NN7E74/401 MAX OF 25' PER .GLINT AS NEEDS? R7 LOCATE W41ERVAW AS /AV/ CAW CW PLANS 1 -C, 45'IVO(W COM:REIF BLOOM' 1 - 8' x 6' RI x fVJ , - 6' CA)E LSn eytz x WJ 1 - 8' RAE T R/A OPOS'7S PLR A0 /1 L17. 4 1 - 1011RANTASwar(184'NVMJ (SEE AG' 1725 MTAL 3 - 7)PJ 4WCRE7E BLOOM ALL RE7MOLE0 NYAPAN7S SF/ALL BE DEZ/r£iPEII 70 77/E . WATER 057R/CT YARD BY WE CONTRACTOR. 1- 8'x 4'1EE CONNECT EX 4' • 70 NEW 8' W 2 - 4' 45' LERT BENDS REZO^A7E EX 4' VAL Lf EDGE OF CONCRETE ;, ',- EX ASPHALT CONCRETE. OR /YE \� CONCRETE WALL `CONCRETE WALK CONCRETE STEPS CONCRETE DRIVE OiIN TEX 14/ AM8' N GRAPHIC SCALE 0 20 40 > "= 40' - cc ZaKI I A4 25 A(a7�Y 1D 1725 LY7AL 72 HO 7E COU "SE \ \\ \ \ 1- 8'xrSE(WxFLJ \ I - s•aflE91L1£ (Az , 1 - 8'X6' Hamm (WXWJ I - HYDRANT AS .7aY(57.7'NW) 8, N• 1:u6 1 - B 4t5'47M7 (W x WJ D2pbDke 5D0 COWER MOWN 1 - B; 22,1017 (W x AUf MOVE &COW 1- 6'CA7E � f it 1- 1011R/11 TASS Y(U5' NORTH CONNER'WOWS S. 13717/ Si?? PLANNED RESIDENTIAL DEVELOPMENT EDGE OF EX ASPHALT EXPIRES.. 3 -15 -00 REC ,s EOSTERVIEW ESTATES CRYOFTU DUJARDIN DEVELOPMENT COMPANY 96152.00 C- AN ALLEGRE ENTERPRISE EVEREST PHONE: 334 -5018 PERMITCE . R SEMTE PHONE 743 -6140 a \ � 1 - 8'. 4(5 MT?(WXWJ 7 - e'x 6'R zC0?*/ LGMNELTEX 6' 14/11 8' N' DID OF 1W7ER .BA'AO;if7VT 1 -B 45 WAVIER' &O;iJYNS STANDARD NOTES 1. AH°l4btlll/ATE LOCA77OV.S OF EDZS77NC 1/7IL/DES HALE MN OBTAINED FROM AVAILABLE RECO?OS AND ARE SWAMI fa? CL'LVLf7WEM E: THE C N1RACTO? SHALL BE RE.AOI1CSWLE fa? PERM7CA770N'OF LCC'A770N SWIM/ AND FZ14 DVSCOL£RY OF PEE ADO/ROVAL UDL/)TES NOT SHOW 577 AS R7 ALLVD DAMAGE CW 0377.1719ANGE THE COY7RACT R SHALL CONTACT ME U7/LIDES LOVDERCROUNO LCCAFiW CENTER (1 -807- 424 - 5551)) RPKAP 777 CVALS7RUC ION DIE OMEN OP IGS REPRESENTA77W SNAIL BE CONTACTED F A UM/7Y C NIZ/CT EX/STS 2 COV7RACTON SHALL NODFY 067RACT LWC# EER A MINIMUM OF 48 HOURS IN ADVANCE O' ALL RECOES7S Fla? STAKING 7E377Na O4 /NE EC7KW. I COV7RAC1'N IS TABLE fa? CaW7ROL AT DAZE AF STANONG 4 COVIRACTa? SHALL /Z4EWSH SSGW DRAWN OS FOR APPROVAL ?WERE REOLARED BY 711E DETAIL SPECIf7CAROKS AND FOR VAR /A7KN FROM' DIE ENG9YEER DeSA K • CLN7RAC70? SHALL INSTALL EOUPI/E7VT /N ACCORDANCE Mill MANUFACTURERS NECCMMENDA7IQN5 ND /125 S°EC:IFGAMAS AND CITY OF IUYIMM STANDARDS a CaV/RAC7OR SNAIL FURNISH ALL MAMMALS 7 ALL S47ERVA/N PIPE SHALL BE DUC77LE WON CLASS 52 PU9Y -OV JOINT O? MECl/AMC.4L . LINT, CEVENT- -LAVED (ANSI A21.4,2 EX7ERGW COATED W771 CO4 TAR VARWLS /NSTALLAFJ N 70 BE M ACCORDANCE m7H MANUFACTURERS RECO ME DA1FONS AU 17771NGS SHALL BE CAST /ROY AND SHALL CaVFCEV 70 APPLICABLE POI?77GW5' CV- ANU STANDARD A21.74 A21.11, 5754 B16.4 AND ATf.S$ 1117H A MINIMUM PRfS2/RE RATING O'' 150 P.P AND MLL BE GEM a ALL 0,41E VAL tf3' 10 BE A/UELLEIE ALL HYORANIS 70 BE MUELLER. S CY/T /NS' ANC 1/ f' TAPS 70 BE NAPE BY COY7RAC7O4 N /125 SUPER/NIENDE7VT. DVSSAEER AND U1 ' O RAYNBA INSPECTOR k?../ST BE Nt777FiEll 48 HOURS IN ADVANCE 10 CAST NON NECWAN/CAL ..GLINT SLEEL£ COUPLINGS RED f1. TAPPMC .2EELfS SHALL BE NUEZLE ? CAST IROU, ..CA/ EPDXY COATED 57552, OR ROMAC SST Mm' STAINLESS 37722 FLANGE 12 CONTRACTOR IS RESPCY%2SLE flay LfRIFYINC ALL EX/S'TYG RIPE 77PE3' AND SAM' FOR COUPLINGS CONNEL77ONS; OTT -m.tg AND L/L£ TAPS 11 3 1/2 FOOT M/NWUM LOM£R OIfR AU NHFERMA/N PIPES 741 DEE£LO°ER 70 PAY FO? STA1E COUNTY AND CITY iNSPEC770W FEES 15 ALL A/E>ER LOCATxwE 52 LIE C ORD/N47ED W771 107ER OVS7RTCT/125 SUPERIN7EAVENT 15 ALL ES/SDNG FIRE HYDRANTS AND MARKS 70 BE O°ERA770WAL PR/O4 70 C NVENCEMENT OF QOA67RUC770N! 17 NO CHANGES ARE 70 BE A/ADE NfFHOUT NR/77E7V APPROVAL BY 7NE 1I0 j125 SUPER/N7tT0- ENT OR DS1RICT ENCYNEER AND DIE CM' OF 1UKNN.A PUBLIC NGWKS ENPNEFR. is REFER 70 N01125 CONDMCNS AND STAAVARD5 AND 70 7HE CITY OF IUEMLA STANDARD SJ°EC/FICATIOVS FOR ALL REMAIN /NO NO7E3' AND DETAILS 19. PRONDE 3/4' SERLRCE LINE AND TAP C WEC7KNS FOR EACH EXNSDNG #YA7E.7 METER 20 MAX /.LION ALLOWABLE OPEN THE VCH 57/ALL BE 80 FEET. 21. SW PILES SHALL SE CGIE77ED ARM ALL PESVDS OF PREA'P /TAliON 22 AKD7/FE77 MOONY? COAPAC710W AND NI:VSTLVE OOVFM2 LEST REQUIRED AND COP/ES OF MST REPO ?7S .57A5W177E0 777 DIE D/S R/CT ENU EER. ALL CL'M/PAC770W UNDER PALED AND 7RAFFDC AREAS WALL BE 95T MADNLW DENSITY NGD/F1D7 FWOCiO PER AST,/ D -1557. ALL 077477 AREAS 70 DE AOX MAD 4EW DENSITY MO7/P7E77 PRO.7O4 21 ALL VAL !Ea FIRE HYDRANTS AND SERNCLB 70 711E MEM? SR7P 10 BE INCLUDED AS PART OFALL PRESSURE AND PCAYTY TESTS NO EXCEP1IONS 24 7RAFF)C CONTROL SHALL BE M ACCORDANCE MN/ CITY OF IUKNILA RECU/REiVEN7S 25 ALL PIPE AND APPU47ENAN'LES 7V BE 7E37137 TO 1017/ON 10 FEET OF ANY CONNECTION PO/N1E UNLESS O77/ERNISE APPROLID BY K/FEWEER. 16. C NCWE7E 1HRUST &MOW SHALL BE PROWS? AT ALL RDi 2 y TEES; MEWS OR ORIER APPURWANCES MERE6VIERNAL f7a?CI<3'RECU/RERESTRAINT. BLOP/NC SHALL BE M ACCORDANCE 1M7H ND 025 STANDARDS 27. THE IESDNO AND DLANFEC/KM OF 778E WATER SYSTEM SHALL BE W1NE35ED BY OD '1725 W (OP f - 8'x6'7EE (MI XFL) 1 - 6' 447E VAL tE REMOLE EX MD Avg INSTALL YEN'NYP BEHIND WALK 57'RI/N) CONORER- BLOQYAVG ' hin Dail MEI WI MB MN ■U►1 !IHI' am Side Elevation 1 I I Rear Elevation Side Elevation DUJARDIN '020oo ()o ©comet r UNPUBLISHED WORK KAPPE R ABSOCIATEB ARC H ECP3 PLAN 1568A FOSTERVIEW ESTATES fi 41 11 i;� M. Bath Bath M. Bdrm. 18'9"x13'6" Sitting a a Hall DN Bdrm #3 107x12'4' 11111111 1n " MINIM Bdrm. #2 12'4'x10'0' Upper Floor Plan - tn • Eli Eli . :■1► Afil Garage 20'5'x2 031WRIORT UNPUBLISHED WORK KAPPLFH A9800017ES ANCNNECTB SQUARE FOOTAGE MAIN FLOOR 715 SF UPPER FLOOR 853 SF TOTAL 1568 SF GARAGE 450 SF DECK / PATIO 108 SF SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. 39'-O" Patio Nook Kitchen = 0 Foyer Q Family 14'5'x12' ' — Flex. 12'4'x10'0' = =y Porch 18'0'x6'0' Main Floor Plan Ir DRAWING INDEX Al. CODE NOTES A2. FOUNDATION & MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING AS. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & BUILDING SECTIONS Dl. STANDARD DETAILS D2. STANDARD DETAILS Sl. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE k: cT :0 t RECEIVED CITY OFTUKW PERMIT CENTER TO LE co CO CO 0 CO c EDo cO (0 (0 -, o CC JOB NO. 9908221 BASE PLN 82000 -061 SHEET COVER SHEET 99082.21 J !WI 1 ,,141 pt s` sa s 1 A - $ s = F � g g O if 1w ; 1 s 1 4 1 P e twC ' fia i p a 44V l r g s T11111 !-RA. e's3 ° s o �� �1 g hkli iS :idd 14 ak a 5 ° a g Rttli R � a$ a g. 1; vyl s aw, 5g g,e aag a s " 5 a 3g � s ab s g LS 11 Q g m Y S a �Sg9 5 � +f g A g y. eA i a tt R R fAs a`� €S '7 s� Ia gg Q Eli 4a L J 11 a al $ fi ti n a l flag J L I aR w I k W a pi • P MU f 00 pp t .W v =. 2t } 2 p i.Y PW f g.54 go • FiiF E • tt,t hit -a � S'SS S E 111 a 5 1 N Ft- iOnap'u tr 41E4 J s "lift E 414 c tR i gig! fe= 4 4 4 1 4 11111i Illiii 111 1 i S Mill; 11 v h iI i ae i Hi dI I I: _�� ¢g - � I a{ �j s x R 22 Q Q5- 1 a � tl Milli i � F iil!11 A �N Iiir 3s a a5 a . e E a a v NO ��A1ss1 1111145 a S Slbe M ii11 11 A11 € ;li &RS w ;lid i s � s 6 a it; a - w Ab 3 0 � agar g� � a g ao �a�� s af (Av ea � j �q i �b q a E i a �� sb :isA ff _ a'5P S--S _li is 5S S5& phali ii! �ijfl 61ii 4 " P gg�s� Ss 4� ° lia$ 2 W aoS ri g ad gP R f a • R S 'a a i q IR fqf I! sg 9 ff; 11 3 a U o p ;p «P '• '- U g [4a g a s 6 . .4 ` oh g a;� x :: 51510 t 6ss6 i s S ill S s # a a , e , S g i I RR F P Al SHEET I JOB NO.: I - I ^ c Kappler Architects, P.S. I p S 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 STANDARD CODE NOTES e By Description ... �7 REGISTERED CIiaci III THIS SHEET HAS BEEN PREPARED FOR SINGLE FAMILY HOUSING TYPE V NONRATED CONSTRUCTION THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT W 1A ' APPLeR s 1 • ` venim . `°'i I• = !WI 1 ,,141 pt s` sa s 1 A - $ s = F � g g O if 1w ; 1 s 1 4 1 P e twC ' fia i p a 44V l r g s T11111 !-RA. e's3 ° s o �� �1 g hkli iS :idd 14 ak a 5 ° a g Rttli R � a$ a g. 1; vyl s aw, 5g g,e aag a s " 5 a 3g � s ab s g LS 11 Q g m Y S a �Sg9 5 � +f g A g y. eA i a tt R R fAs a`� €S '7 s� Ia gg Q Eli 4a L J 11 a al $ fi ti n a l flag J L I aR w I k W a pi • P MU f 00 pp t .W v =. 2t } 2 p i.Y PW f g.54 go • FiiF E • tt,t hit -a � S'SS S E 111 a 5 1 N Ft- iOnap'u tr 41E4 J s "lift E 414 c tR i gig! fe= 4 4 4 1 4 11111i Illiii 111 1 i S Mill; 11 v h iI i ae i Hi dI I I: _�� ¢g - � I a{ �j s x R 22 Q Q5- 1 a � tl Milli i � F iil!11 A �N Iiir 3s a a5 a . e E a a v NO ��A1ss1 1111145 a S Slbe M ii11 11 A11 € ;li &RS w ;lid i s � s 6 a it; a - w Ab 3 0 � agar g� � a g ao �a�� s af (Av ea � j �q i �b q a E i a �� sb :isA ff _ a'5P S--S _li is 5S S5& phali ii! �ijfl 61ii 4 " P gg�s� Ss 4� ° lia$ 2 W aoS ri g ad gP R f a • R S 'a a i q IR fqf I! sg 9 ff; 11 3 a U o p ;p «P '• '- U g [4a g a s 6 . .4 ` oh g a;� x :: 51510 t 6ss6 i s S ill S s # a a , e , S g i I RR F P 39' -0' A 7 32' -0' START FRAMING HERE FP -I / 2' -4 IR' 16' -3' 21' -0' CRAWL SPACE VENTS I. CRAWL SPACE AREA 125 SF 2. CRAWL SPACE AREA / 150 = 403 SF OF VENT AREA REQUIRED 3. TYPICAL VENT SIZE = I4'x05<15 (15% EFFICIENCY) = 58 SF PER VENT NET FREE AREA 4.' VENT AREA / 58 = 033 VENTS REQUIRED. 5. 9 VENTS SHOLLN (SEE PLAN FOR LOCATION) 6. 9 VENTS x 98 = 522 SF OF VENT AREA PROVIDED. 1. VENTS SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS OF 1/4' MAX. S. VENTS LOCATED IN RIM JOIST MUST BE PERMANENTLY BAFFLED. WSEC 502.1.4.1 Dia3o ) FP -11 ) r 6' -2' ) FP -I S -0' II' -8' FP -5 ) SITE SPECIFIC FOUNDATION PLAN TO SE INCLUDED WITH EACH LOT SPECIFIED PERMIT PACKAGE. FOUNDATION /MAIN FLOOR FRAMING PLAN OF Ie I14'.R 01ST ARE: : O 150's AT 192' oc 1 0 LAYOUT. 00 J GI I GENERAL FRAMING NOTES I I FOUNDATION KEYNOTES I FP -I FP -2 FP -3 FP -4 ) FP -5 ) FP -6 ) � FP-1 ) FP-5 ) FP -9 FP -I0 FP-I1 FP -12 ) FP -I3 ) (FP -14) ) FP -I5 ) )FP -I6) FP -IT ) FP -IS ) ) FP -19 )FP -20) ) FP -21 FP - 22 FP -23 FP-24) L SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COvERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TRUSS PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE DIV. 5100 SHEET A -I - TRUSS LOADING SEE DIV. 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' oc. UN.O. 6.500F PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4. VERIFY. 8. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. S. ALL HEADERS ARE 4x10 OF 2 UN.O. PROVIDE (I) TRIMMER STUD UP TO 4-0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UN.O. SEE DIV. 05100 SHEET A -I CONCRETE STEP WALL 8' WIDE WITH MIN. 15'x1' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A - CONCRETE STEM WALL 6 WIDE WITH MIN. 12'x6' FOOTING. SEE DETAILS FOR ADDITIONAL '.FORMATION. SEE DIV. 3 SHEET A -I CONCRETE SLAB ON GRADE SHALL BE 4' THICK STEEL TROWELED FINISH, W/ 6x6 WI.4411.4 WILE ON 4' GRANULAR FILL. SLOPE 2' TO DOOR PROVIDE. THICKENED EDGE AT DOOR SEE Dlv. 3 SHEET A -I 6x6 POST ON CB66. I' ABOVE SLAB ON 36'x36'x8' MAT FOOTING ON SOLID SUBSTRATE 5 /(4) 4 OAR EACH WAY. SEE Div. 3 SHEET A -I CRAWL SPACE VENT. SEE CALCULATION BELOW. SEE DIV. 1 SHEET A -1 ALL CRIPPLE WALLS ARE 2x6 OR 3x4 a I6' oc: UN.O. 14' MIN STUD LENGTH PER USG SEE DIV. 6 SHEET A -I 4x10 BEAM LINE. MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE DIV. 6 SHEET A -I 404 POST. (SCAB POST AND BEAM WITH 2x4) ON 90 FELT ON MAT FOOTING UNO. PROVIDE 4x6 POST fl BEAM SPLICE 4 POSITIVE CON- NECTION FROM POST TO FOOTING. PER DETAIL 16/C4. SEE DIV. 6 SHEET A -I 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE. SEE DIV. 1 SHEET A -1 ELECTRICAL SERVICE: PROVIDE CI) 2 1/2' SCHEDULE S0 PVC CONDUIT FOR ELECTRICAL SERVICE AND (1) 5 /8'x8' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE DIV. 16 AND VERIFY W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, HVAC, ETC. AS REQUIRED 18'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET A -I22 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST. 24'X24'X1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) 4 BAR EACH WAY OR 12' STRIP FOOTING PER DETAIL 16 /DI 30'X30'XI' MAT FOOTING ON SOLID SUBSTRATE W/ (2).4 BAR EACH WAY OR 15' STRIP FOOTING PER DETAIL 16/DI. 36'X36'XI2' MAT FOOTING ON SOLID SUBSTRATE W/ (2) 4 BAR, EACH WAY STUB STEEL 12' INTO SLAB o I2'oc FLOOR JOIST SEE Div. 6 SHEET A -1 4x8 BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 SHEET A -I PROVIDE SOLID BLOCKING THRU JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE Div. 6 SHEET A -I MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MM IS BELOW SURROUNDING GRADE 3' DIAMETER STEEL POST EDGE OF CONCRETE 0 POINT LOAD FROM ABOVE �QY POINT LOAD FROM ABOVE W/ LOADING 0 POINT LOAD TRANSFERING DOWN Ere POINT LOAD TRANSFERING DOWN W/ LOADING re HANGER POINT LOAD TRANSFERED BY KICKER S r 0 y Q HOLD DOWN WITH SIZE DESIGNATION 0� V VERTICAL STRAP WITH SIZE DESIGNATION - TO BE USED ON FLOOR BELOW HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER RECEIVED CITY OFTUKWILA PERMIT CENTER z J Efi d eS F.4 X v1E'I w W zO 0 1- S a w 0 U O Q c co C'') CO C) _♦ ' 00 IT CZ V cn* g ■� _c CO A CV ` Co IC LC) SHEET A2 EXTENT OF SHEAR WALL TYPE OF SHEAR WALL l r WALL ABOVE WALL BELOW N UNLESS OTHERWISE NOTED, ENGINEERING AND 99082.21 ^ALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. -�I f• ( FP -I FP -5 ® gh l I � 5' -0' 1 Cra 4'-3 pace 4' iDBLJL II V Y I 111.3 ,t-A 3'-0' 5' -0' I I , Ill i '. 47 0 11111111 FP _ Mal -- C217 1 DBL l - -e , I —1 Ik` FP-5 , L J ;E; SIM. , * '��� ; J i F 1) �T� � ` s. cmoo r FP I) FP-II I 4 I/2 3'4 1/2 _ 12 FP '.. -6 __ id , III 14' -0' I0' -6' L - -- I / _. I FP -4 F - u )FP -23) - - I III ) FP-I0 L ____I [ FP -I Garage r- )FP -11) ( FP -I ) a Porch GONG FP -15 ;� ..p I SITE DETDETERMINED FP - 3 J r -I— @'I - a I L — —J )FP -24) (FP- 22 - I 39' -0' A 7 32' -0' START FRAMING HERE FP -I / 2' -4 IR' 16' -3' 21' -0' CRAWL SPACE VENTS I. CRAWL SPACE AREA 125 SF 2. CRAWL SPACE AREA / 150 = 403 SF OF VENT AREA REQUIRED 3. TYPICAL VENT SIZE = I4'x05<15 (15% EFFICIENCY) = 58 SF PER VENT NET FREE AREA 4.' VENT AREA / 58 = 033 VENTS REQUIRED. 5. 9 VENTS SHOLLN (SEE PLAN FOR LOCATION) 6. 9 VENTS x 98 = 522 SF OF VENT AREA PROVIDED. 1. VENTS SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS OF 1/4' MAX. S. VENTS LOCATED IN RIM JOIST MUST BE PERMANENTLY BAFFLED. WSEC 502.1.4.1 Dia3o ) FP -11 ) r 6' -2' ) FP -I S -0' II' -8' FP -5 ) SITE SPECIFIC FOUNDATION PLAN TO SE INCLUDED WITH EACH LOT SPECIFIED PERMIT PACKAGE. FOUNDATION /MAIN FLOOR FRAMING PLAN OF Ie I14'.R 01ST ARE: : O 150's AT 192' oc 1 0 LAYOUT. 00 J GI I GENERAL FRAMING NOTES I I FOUNDATION KEYNOTES I FP -I FP -2 FP -3 FP -4 ) FP -5 ) FP -6 ) � FP-1 ) FP-5 ) FP -9 FP -I0 FP-I1 FP -12 ) FP -I3 ) (FP -14) ) FP -I5 ) )FP -I6) FP -IT ) FP -IS ) ) FP -19 )FP -20) ) FP -21 FP - 22 FP -23 FP-24) L SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COvERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TRUSS PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE DIV. 5100 SHEET A -I - TRUSS LOADING SEE DIV. 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' oc. UN.O. 6.500F PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4. VERIFY. 8. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. S. ALL HEADERS ARE 4x10 OF 2 UN.O. PROVIDE (I) TRIMMER STUD UP TO 4-0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UN.O. SEE DIV. 05100 SHEET A -I CONCRETE STEP WALL 8' WIDE WITH MIN. 15'x1' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A - CONCRETE STEM WALL 6 WIDE WITH MIN. 12'x6' FOOTING. SEE DETAILS FOR ADDITIONAL '.FORMATION. SEE DIV. 3 SHEET A -I CONCRETE SLAB ON GRADE SHALL BE 4' THICK STEEL TROWELED FINISH, W/ 6x6 WI.4411.4 WILE ON 4' GRANULAR FILL. SLOPE 2' TO DOOR PROVIDE. THICKENED EDGE AT DOOR SEE Dlv. 3 SHEET A -I 6x6 POST ON CB66. I' ABOVE SLAB ON 36'x36'x8' MAT FOOTING ON SOLID SUBSTRATE 5 /(4) 4 OAR EACH WAY. SEE Div. 3 SHEET A -I CRAWL SPACE VENT. SEE CALCULATION BELOW. SEE DIV. 1 SHEET A -1 ALL CRIPPLE WALLS ARE 2x6 OR 3x4 a I6' oc: UN.O. 14' MIN STUD LENGTH PER USG SEE DIV. 6 SHEET A -I 4x10 BEAM LINE. MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE DIV. 6 SHEET A -I 404 POST. (SCAB POST AND BEAM WITH 2x4) ON 90 FELT ON MAT FOOTING UNO. PROVIDE 4x6 POST fl BEAM SPLICE 4 POSITIVE CON- NECTION FROM POST TO FOOTING. PER DETAIL 16/C4. SEE DIV. 6 SHEET A -I 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE. SEE DIV. 1 SHEET A -1 ELECTRICAL SERVICE: PROVIDE CI) 2 1/2' SCHEDULE S0 PVC CONDUIT FOR ELECTRICAL SERVICE AND (1) 5 /8'x8' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE DIV. 16 AND VERIFY W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, HVAC, ETC. AS REQUIRED 18'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET A -I22 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST. 24'X24'X1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) 4 BAR EACH WAY OR 12' STRIP FOOTING PER DETAIL 16 /DI 30'X30'XI' MAT FOOTING ON SOLID SUBSTRATE W/ (2).4 BAR EACH WAY OR 15' STRIP FOOTING PER DETAIL 16/DI. 36'X36'XI2' MAT FOOTING ON SOLID SUBSTRATE W/ (2) 4 BAR, EACH WAY STUB STEEL 12' INTO SLAB o I2'oc FLOOR JOIST SEE Div. 6 SHEET A -1 4x8 BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 SHEET A -I PROVIDE SOLID BLOCKING THRU JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE Div. 6 SHEET A -I MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MM IS BELOW SURROUNDING GRADE 3' DIAMETER STEEL POST EDGE OF CONCRETE 0 POINT LOAD FROM ABOVE �QY POINT LOAD FROM ABOVE W/ LOADING 0 POINT LOAD TRANSFERING DOWN Ere POINT LOAD TRANSFERING DOWN W/ LOADING re HANGER POINT LOAD TRANSFERED BY KICKER S r 0 y Q HOLD DOWN WITH SIZE DESIGNATION 0� V VERTICAL STRAP WITH SIZE DESIGNATION - TO BE USED ON FLOOR BELOW HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER RECEIVED CITY OFTUKWILA PERMIT CENTER z J Efi d eS F.4 X v1E'I w W zO 0 1- S a w 0 U O Q c co C'') CO C) _♦ ' 00 IT CZ V cn* g ■� _c CO A CV ` Co IC LC) SHEET A2 EXTENT OF SHEAR WALL TYPE OF SHEAR WALL l r WALL ABOVE WALL BELOW N UNLESS OTHERWISE NOTED, ENGINEERING AND 99082.21 ^ALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. -�I P GLAZING CALCULATION TOTAL SF OF HOME 1568 SF TOTAL SF OF GLAZING 205.65 SF TOTAL % OF GLAZING 13.1 5 SF. 15 CALCULATED. USING THE REQUIREMENTS SET FORTH IN THE WASHINGTION STATE ENERGY CODE. REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY OF PERFORMANCE COMPLIANCE V2off, SYMBOLS AND LEGEND EF FAN- DIRECT VENT TO OUTSIDE - BATHROOMS /LAUNDRY 50 CFM MIN. - KITCHEN 100 CFM MIN.. -WHOLE HOUSE FAN 100 CFM MIN. vT05 I WI-10L£ HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFM MIN., VTO ET THERMOSTAT a NO ABOVE FLOOR ® 1100 SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED Q 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER Div. 15,16 SEE SHEET Al FURN A. PROVIDE 6' DIAMETER FR AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING TOP AND BOTTOM. D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. 300 30' 51014 BACK WALL UNDER STAIRS +36' HIGH HALF WALL WALL w/ (WOOD CAP / 2' -4 12' EDGE OF CONC. STEM WALL I6' -3' 21' - 0' 0 -3 12' Kitchen VINYL T -5 12' 10-6' 39' -0' 50610 1400 5 -3 12' Nook VINYL Patio CONC. 32' - Iii Q. 5D Hall CARPET 1I' -2 I2' 4' -1' . 4' -612' I8' -0' 10' -0' 12' SQ. WD. COLUMNS OVER 18' SQ. WD BASE 36' HIGH MAIN FLOOR PLAN Scale 144'.0 -0' ( ( I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES P -I ) P -2 ( P - P - 4 ) ( P -5 ) P -6 ) ( P-1 P-61 P -9 ) ( P - 10 ( P -II ) ( P -12 ) ( P -13) { P-14 ) P -16 ) P -IT ) P -18 ) P -19 ) P -20 ) ( P -21 ) ( P -22) P -23 ) ( P -24 ) I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR OUAILITY INFORMATION SEE DIV. 0 SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE Div. 8 SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. OCCUPANCY SEPARATION: APPLY (I) LAYER 5/8' TYPE 'X' G.W.B. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST, SEE DIV. 010025 SHEET A -I 13/8' MIN. SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DI, 010025 SHEET A -I STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 A. HEADROOM MIN. 6' -8', WIDTH MI, V -0'. B. TREADS 10' MIN. DEPTH, RISERS 8' MAX. HT. C. HANDRAIL MIN, 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL 1 I2• MIN. TO 2' MAX. CROSS SECTION DIMENSION AND I I/2' MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(S). E. COVER USABLE SPACE UNDER STAIR W/ 5/0' TYPE 'X' 01.1.B. (2) LAYERS fl CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE Div. 010026 SHEET A -I. SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN IS OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIV. 00000 SHEET A -I EGRESS WINDOW PER UBC, SECTION 310.4 SEE DI, 08000 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE IS MIN, ABOVE TOP OF SLAB. SEE Div. IN SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON- ABSORBENT MATERIAL TO TO ABOVE DRAIN INLETS. SEE Div. 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8 MAX. RISER WITH 10' MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I 18 x24 CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET A -I 22 x30 ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE Div. 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG.. SPECIFICATIONS, SHALL CONFORM TO WOO REQUIREMENTS. SEE DIV. 0100201 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM. TO UBC REQUIREMENTS. SEE Div. 010020. SHEET A -I C. HEARTH SHALL CONFORM TO WOO REQUIREMENT. SEE Div. 010020 AND 9 SHEET A -I D. 5/8' TYPE 'X' az 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 WBC 5052 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NO51NG5. 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/ 0 - INSULATION MIN. A FEB 2 7 ... :; SQUARE FOOTAGE MAIN FLOOR 715 SF UPPER FLOOR 853 SF TOTAL 1568 SF GARAGE 450 SF DECK / PATIO 108 SF SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. RECEIVED CITY OFTUKWILA PERMIT CENTER I CO oo in I v, co ▪ O N 03 ' -I-. ce C LiI V / �� I W L O 0,5 co ■� q N s� N CO T 5 m Q. Q. `` TITLE JOB NO.: 9908227 I BASE PLN B2000 -0611 SHEET A3 99082.21 P SET TOP OF 8E01 GARAGE PLATE - PONY IUALL TO OFFER FLOOR JOISTS. (D2�cc 30a r ! Jr41 gvezom§ �Jr�s� r�� s� d irrer MIN APPROX.- SEE SLOPED STAIR DETAIL ON SHT. A5 OF FRAMING PLAN Sine I(4.,1� -0 GABLE BO TRUSS UPPER FLOOR/LOWER F -8 ALL, FLOOR JOIST ARE: II - TJI PRO I50'8, AT 192' oc VERIFY: W / .MFG LAYOUT. SEE DIY. 06100 I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES I F -I F -2 ( F - ( F -4 ) [ F -5 ) - 6 ) F -0 (, F -9 ) ( F IO F -II ) (P -12 ( F -I4 ( F -15 ) I. SEE COVER SHEET FOR ALL GENERAL NOTE5 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 15 FOR GENERAL LAYOUT ONLY SEE Div. 6100 SHEET A -I TRUSS LOADING SEE Dly. 010001A SHEET A -I - TRUSS °.SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' ot. 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. �. RAFTER TAIL 2x4. VERIFY. S. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. s. ALL. HEADERS ARE. 4x10 OF r2 UN.O. PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UN.O_ SEE DIV. 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIVI5 SHEET A -1 RAKED PONY WALL ON TOP OF LOVE=R 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 OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH TOP PLATE. CUT. ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE. CALCULATION SEE DI, 01002 SHEET A-I FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV 06100 SHEET A - SEE' ELEVATIONS AND SECTIONS FOR PLATE' HEIGHT PRESSURE. BLOCKING SEE Div. 06100 SHEET A -I FLUSH - BOTTOM OF BEAM EVEN WI BOTTOM OF JOISTS TOP OF BEAM FLUSH WI TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DCYIIN BELOW JOISTS 2X6 OVERFR4MING ® 24' 00 2X6 CEILING JOISTS . 2A• OC ROOF VENT CALCULATION ROOF VENT CALLS BAS =D ON UBC SECTION 15053 TOTAL ROOF AREA 0 SF/0 -0 SF OF VENT ARE REQ. 0 % AT. SAVE = 00 SF RE RED 0 % e 36' (MIN) ABOVE EAVE = 0'. 5P REQ1BRE0 O ROOF JACKS AT 50. SQ. IN. EACH =0 SQ. IN= 0 O LF. OF EAVE VENTS AT 52 SQ. INJLF =0 5Q. IN: 0. 9. GABLE END VENTS AT 4_4_ =Q. SQ 10.0 GABLE END VENTS AT 4 x0 = 0 SQ IN =0 O GABLE END VENTS AT 0 DIA. =0 50. 10.0 TOTAL VENTS PROVIDED ROOF JACKS =. 0 SF. EAVE VENTS = 0 5F GABLE END VENTS = 0 SF TOTAL SF OF VENTS PROVIDED = 0 SF. • AREA MAY BE 1/300 IF A VAPOR RETARDER IS INSTALLED ON ,T WARM SIDE OF THE ATTIC INSULATION. UBC 150532 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO 1/4' SYMBOLS & LEGEND O 4 POINT LOAD FROM ABOVE 9� QY POINT LOAD FROM AESOVE W/. LOADING ® POINT LOAD TRANSFERING DOWN. aJ'�Q PP r ?� HOLD DOWN WITH SIZE DESIGNATION S VERTICAL STRAP WITH SIZE DESIGNATION 2 TO BE USED, ON FLOOR BELOW', STxx HORIZONTAL STRAP WITH SIZE DESIGNATION. O INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE WALL BELOW ,, : UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT FTOOVIDED IN .THESE DRAWINGS BASED ON 3 2 - l/3' HOLES PER VENT BLOCK POINT LOAD TRANSFERING DOWN' W/ LOADING HANGER POINT LOAD TRANSFERED BY KICKER PERMIT CENTER SF MOO CO L 9 CO , 00 0) X C L� O H � _C On Co CO CO LO IL LU I C (9 r I CO N N d- m .BASE PLN B2000 -061 1 i. 9082.21 RECEIVED CITY OF TUKWILA L D2- A 7 PPER SYMBOLS AND LEGEND EF FAN- DIRECT VENT TO OUTSIDE - BATHROOMS /LAUNDRY 50 CFI MIN. - KITCHEN 100 CFM MIN. -WHOLE HOUSE FAN 100 CFM MIN VTOS WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFM MIN., VTO ❑T THERMOSTAT o 50' ABOVE FLOOR IIOV SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED (T 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DI, 15,16 SEE SHEET Al FURN A. PROVIDE 6' DIAMETER FRESH AIR. INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER NEATER TO FRAMING TOP AND BOTTOM. D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. 6 CLIP CORNER 1' M. Bath CARPET FLOOR PLAN Scala 114'.1' -0' I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I ( P -1 1 P -2 ( P -3 P -4 1 ( P -5 1 P -6 ( P -1 t P -8 P -9 ) P -10 P -II ( P -12 P -13 1 [ P -14 ) (P -I5) P -16 Il P -IS 1 P -19 ( [ P -20 ( ) P -21) P -22 J ( P -23 ( P -24 1. SEE COVER SHEET 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 DIV. 8 SHEET A -I 4.. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, A1 ELECTRICAL. OCCUPANCY SEPARATION: APPLY (1) LAYER 5/5' TYPE 'X' GAUD. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE DIV. 010025 SHEET A -I I 3/0' MR, SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DIV. 010025 SHEET A -I STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 A. HEADROOM MI, 6' -8', WIDTH MIN 3' -0'. B. TREADS 10' MIN. DEPTH, RISERS B' MAX.. HT. C. HANDRAIL MI, 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL 112' 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 WALL(S). E. COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'X' GW1B. (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 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. 05800 SHEET A -I EGRESS WINDOW PER UBC, SECTION 310.4 SEE DIV. 05600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE IN MIN, ABOVE TOP OF SLAB. SEE DIV. 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND 5HOUBR5 WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIV. 05250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8 MAX. RISER WITH 10' MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1005 SHEET A -1 IS x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET A -I 22 x30 ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DI, 010020 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 010020 SHEET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DIV. 010020 AND 9 SHEET A -I D. 5/8' TYPE 'X' GWB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER USG 5092 A. AT STAIRS SLOPES AT 35' ABOVE STAIR NOSING-S. S 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/ 5 -19 INSULATION MIN. RECEIVED CITY OF TUKWILA PERMIT CENTER 761E 9908221 JOB NO.: 9508221 ;BASE PLN B2000 -0611 SHEET A5 ROOF VENT CALCULATION BASED ON 3 2 -1/7 HOLES PER VENT BLOCK ROOF VENT CALLS BASED ON UBC SECTION 15053 TOTAL ROOF AREA 853. 5,3300 .284 SF of vENT AREA REQ 50 S. AT SAVE . 142 SF REQUIRED 50 % s 36' (MIN) ABOVE EAVE . 144. SF REQUIRED 2 ROOF JACKS AT 50 SQ IN. EACI -1 =100 SQ. IN.= .69 SF ..56 LF. OF EAVE VENTS AT TO 5Q 51JLF =2912 SQ. IN. =202 SF 2 GABLE END VENTS AT 7_x24 . 106E EQ IN...74 SF 9_ GABLE END VENTS AT 0_x9- .9_ SQ. IN..O SF 1 GABLE. END VENTS AT 18 DIA..24 SQ. IN..,9 SF TOTAL VENTS PROVIDED ROOF JACKS . 09 SF EAVE VENTS . 202 SF GABLE END VENTS . 91 SF TOTAL SF OF VENTS PROVIDED . 062 SF • AREA MAY BE 1/300 IF A VAPOR RETARDER IS INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION. UBC 150532 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO 1/4' MESH Lr CZ 1 J A UPPER ROF FRAMING PLAN 6CA.E I GENERAL FRAMING NOTES I FRAMING PLAN KEYNOTES I f F -1 F -2 f F -3 1 F -4 ( [ F -5 1 f F -6 ( F - f F -A I F -9 f F -10 f F - 11 f F - 12 F -13 ( F - I5 O 4 L SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TRUSS PLAN SHOWN IS FOR GENERAL LAYOUT ONLY SEE DI, 6100 SHEET A -I - TRUSS LOADING SEE DI, 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' /3.c. UN.O. 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4. VERIFY_ 8. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. N. ALL HEADERS ARE 4x10 OF '2 UN.O. PROVIDE (I) TRIMMER STUD UP TO 4-0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UN.O. SEE Div. 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING_ SEE DIV.15 SHEET A -1 RAKED PONY WALL ON TOP CF 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 U/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM 15 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 HEIGHT: PRESSURE BLOCKING SEE DI, 06100 SHEET A -I FLUSH -. BOTTOM OF BEAM EVEN W/ BOTTOM of JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOUIN BELOW JOISTS 2X6 OVERFRAMING ® 24' OC 2X6 CEILING JOISTS a 24' CC POINT LOAD FROM ABOVE eV POINT LOAD FROM ABOVE W/ LOADING B , POINT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOWN W/ LOADING (V HANGER POINT LOAD TRANSFERED BY KICKER / P 1 y 2 HOLD DOWN WITH SIZE DESIGNATION STRAP WITH S TO BE USED ON FLOOR IZE STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION C INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL - WALL ABOVE UWE= WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN 04555 DRAU NGS, RECEIVED CITY OF TUKWiLA PERMIT CENTER 03 Co CIS U? C:14 CD QS• LL C / � ) � - ��,* . U1) SYMBOLS & LEGEND TITLE JOB NO 9908221 BASE PLN B2000 -0611 SHEET A6 9908221 L_ ro SIDE ELEVATION cc1 TOP OF PLATE NDR NG, UPPER FLOOR S TOP OF PLATE �WM. NDR NGT. \ \ MAIN FLOOR ED NOR/. SIDING o■ 6:12 REAR ELEVATION Hole V0'.I' -0' 1111iiIJII:I11 SIDE ELEVATION Scab VS'.I' -0' 16,24' VINYL VENT Seale VI3 - 0' PLATE AT GARAGE 6 TOP OF TND. WALL TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. 7) SHINGLES (DIV. 010005) BUILDING PAPER: DIV. 7) 300 BUILDING PAPER SHEATHING: (DIV. 6) 7116' OSB OR EQUAL FRAMING: (DIV. 6) PER PLAN INSULATION: (DIV. 7) R -30 BLOWN.0N SOFFIT: (DIV 7) I/2' RE-SAWN PLYWOOD OWB: (DIV. 9) 5/0' GWB EXTERIOR WALL CONSTRUCTION SIDING MATERIAL: (DN. 7) BUILDING WRAP. (DIV. 7) SHEATHING: (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV. 7) GWB: (DIV. 9) U2. OWE TRIM:(DIV. 6) WINDOW: HEAD: 2x4 (WITH NO BRICK MOLD) SILL: 226 CORNER BOARDS: INSIDE: 2x2 OUTSIDE: 2x4,2x3 FASCIA: 2x8 UNO WOOD SIDING (DIV. 01005) 116 OR EQUAL 2 x 4 STUDS AT I6' OC R -19 BATT W/ INTEGRAL VAPOR BARRIER FLOOR CONSTRUCTION FLOORING (DIV. 9) FINISH PER PLANS (DIV. 01005) SUBFLOOR: (DIV. 6) 3/4' T &G (PLYWD, COMPLY, OR EQ.) FRAMING: (DIV. 6) PER PLANS INSULATION: (DIV. 7) R -19 BAIT SOFFIT: (DIV. 7) 1/2' RE-SAWN PLYWOOD �2D00 2,D0 N11.I■ 111. 1■Ilu.l ■luu.I.Iluu.I■111.1■ul.I■ lulu.I. lulu ui.uulu.1 ■Ip.l ■uu.l ■Ilul.lul.l ■1 1.1.1 1111 Inn>mt : m! ui mmmmmmmn :mrumiwm!u!mmmnmia:miu 1111 01111iuii �r�mmlmuini iiu iiiui.mmniimim IIIml unriHmmemummmmlm!mmnInnumormono nimin lt..hl i nium .u i. 1.ms iouni umlllm lmnmmllm `i Immmilmri!:.i / [IUm lllmlumouirmoI r , ,)'1 11111�!1:.'ilNmll■un■11 ai • Imlumlllmlllmllln1in' := �IIImI iiltl::iiiI �.. lmrlllf■ummmmm!lr ' �•�0 1 ` 1 mlllm ... MIT ill_ NI Inmmmammmmm�lnmm .,,;.:._�_ urtilemit erl�lmml n 1111 = IEEE = III — ■■■ ■■l =I II = ■■■ = III ■ ■_ __■ .....-1 III ■ ■■ Ir PON III ■■■ ■■' ■.■ 1r = mum 1I1Il� n: a .I■ulll I '7 ■uiuuiI ni u■uu ■1ulimII. .11>• 'u mwim1ilimm1 ■uu.i.iu. ■ luown1 IIIIIIIIIIIII ■IIIIII■IIIIInllltl�il 'IIIIIII:I■IIIIInlllmIIll 1IIIIIIll11niih i011 dPImIIIn■IIImllim `7mmlllllnm11111M Inmmll■u1∎1611 liiIIImlli/IImmnIi—_ — O_� �m.�In nr�an. �. �r..�an.T�mmurr.�.�uQ��nnln . 1 . ■ ...... ■■ ■.. 1� =I .1 ■ ■■ ■ ■■ -� NI ■I:■ ■■I #1 1 . ` ■■II iiiII • III j 111 1111 1 111 11111.11111 14 _ .1-1111111111111111111111111 �I M■1 II1II PON ■ ■■ ■ 1111 MAIN FLOOR ■■■ II�II . z WIN. HDR. HGT. 2x6 TRIM -TYP. 2x4 TRIM - TYP. 2x4 ,2x3 CORNER BOARDS - TYP. 2x0 TRIM - TYP. UPPER FLOOR TOP CF PLATE GARAGE TOP PLATE GARAGE SLAB TOP OF PLATE AT PORC MAIN FLOOR 1 P2 FRONT ELEVATION 2 5 1 — STRUCTURAL RM PER PLAN S ting ( M. it BD f BEYOND Entry 2 6 r Crawl Space TR155E5 FER FLAN Hall Bath FLOOR JOISTS PER PLAN FLOOR JOISTS PER PLAN Nook (KITCHEN BEYOND) SEE SITE PLAN FOR SITE SPECIFIC FOUNDATION INFORMATION BUILDING SECTION A -A Scab. / 4' :I' -0' W.I.C. IS DIA GABLE END VENT 3x4 TRIM 0/ BEVEL an 5/4,46 TRIM •8'x60' SHUTTER TOP- TOP OF PLATE WIN. HDR Il/T. Ix4 OVER Ix6 TRIM IT SQ. COLUMN Ix4 OVER Ix6 TRIM iO 2x6 TRIM l0' ASE S. COLUMN B 6• 140122.. SIDING MAIN FLOOR EXTEND CENTER 2x2 TO PORCH TO SUPPORT CENTER SECTION OF RAIL. TOP OF PLATE UPPER FLOOR TOP OF PLATE • RECE CITY OF TUKWILA PERMIT CENTER TITLE JOB NO.: 9908221 (BASE PLN B2000 -0611 J S TOP, OF SLAB 17 APA LATERAL RESTRAINT PANEL 3 /8"4 1100 - 0610042 TOP OF FT L NOTE: BASEMENT SLAB MUST BEN PLACE PRIOR TO RILL BACKFILLING OF WALL. NO INSULATION BETWEEN BASEMENT SLAB AND STEM WALL. TOP OF FT'G FINISH GRADE TOP OF DOWEL 8 8 FOUNDATION D TAIL 3/4 "=f -0' TOP OF SLAB TOP OF J -BAR j 16' - �E FOU DATIO 3/4 " =T -0' It I' -0 D TAIL 2X4 TOP PLATE GARAGE DOOR HDR (SEE FRIG. PLAN FOR SIZE) NAIL SHEATH!. TO HDR W/ 8d NAILS a 3' O.C. a SHR WALL LOC. UN.O. ON SHR WALL SCHED. 2 8,4 STUDS -NAIL SHEATHING W/ 8d NAILS e 3' O.C. TO EACH STUD UN.O. ON SHR WALL SCHED. NAIL ad NAILS s 3' O.G. e ALL PUS., HORS., 0 STUDS UN.O. ON SHR WALL SCHED. 2 2,24 AT ANY SHEATHING JOINT 1/I6' O.S.B. SHEATHING (MIN) 50101,14 STRAP TIE ANCHOR (NAIL TO BOARD FOR-. BEND UP AFTER CONCRETE CURES) USE 38 -I6d# 1/8 NAILS EACH UN.O. 2 -2X4 PLATES, NAIL SHTG. TO EA. PLATE 0)5/8'0AB. W / MIN. l' EMBEDMENT UN.O. ON SHR WALL SOWED. CONTINUOUS FOOTING 5/8'0x10' AB. W/ 2' 4'X3/16' SQ. STEEL PLATE WASHERS a 4'-0' O.C. (DIV. 3 SHEET A -U EXCEPT AS NOTED ON SHEARUALL SCHEDULE T MIN EMBED. (2)•4 BAR a TOP •4 VERT. BAR 12' oc, FULL HEIGHT OF WALL (DIV 3 SHEET A -I) 4 VERT. J -BARS 6' oc (DIV. 3 SHEET A -1) DAMP PROOFING ( DIV. l 5HT AU 4 HORZ BARe10'oc I' -b' OVERLAP (MIN) (DIV. 3 SHEET A -I) TIGHTLINE • O. n 4' PEW. FT'G. DRAIN W/FILTER IN 24' T VEL BED (DIY. 2 SHEET A -U (4)•4 BAR DONT. (DIV 3 SHEET A -U SOLID SUBSTRATE 4' CONC. SLAB OVER 4' ROCK OVER VAPOR BARRIOR )•4 BAR a TOP 03300-00000-24 5/8'0x10' AB. STEEL PLATE WASHERS a 4'-O' O.C. (DIV 3 SHEET EXCEPT AS NOTED ON SHEARURU ALL SCHEDULE l' MIN EMBED. •4 C s IO' oc, WLL HEIGHT RT ara L (DIV. 3 SHEET A-I) 5 VERT. J- BAR ®5' oc (Div.3 SHEET A -U •4 HOF/BAR a 10' oc (DIV. 3 SHEET A U "48ARa U'ocL 2 b' (DIv. 3 SHEET A -U DAMP PROOFING( DIV. T 510T AI) LEAR (5)•4 BAR CONT. (DIV.3 SHEET A -I) SOLID SUBSTRATE 4 CONC. SLAB OVER 4' ROCK OVER VAPOR BARRI. 111M11811--111111:8 11111111111 = III = 111111= 1=HI IlhI�ImII1 =1011= °IHlll�llllll- i�lll °IIl — 111111E11111= 1111-1'11 11__0111 =lnnl� 0111111= nml�nnn- =H u1.= i11H= 11TI1-11N11 =111�I I 03300- 00000 -23 L OD STEPPED FOUNDATION DETAIL N.T.S. 03300- 00000 -26 TYP. FLOOR FRAMING PER PLAN (DiV.b SHEET A -U TYP. EXTERIOR WALL CONSTRICTION PER PLAN (DIV. b SHEET A -U LOCATE SHEATHING JOINT s COMMON MEMBER RIM BOARD LOCATE SHEATHING JOINT a COMMON MEMBER CRIPPLE WALL PER P LAN SEE FOUNDATION DETAIL. CRIPPLE WALL © FOUNDATION 3/4•4 06100. 03300- 06_TJ1 CRIPPLE WALL © FOUNDATION 3/4 " =T -0" 06l00 07_TJI 3/4'=T -O" rni i i ii 1111= 610111 = 111111 = =111 = IlI 1! TYP. FOR AMING PER PLAIN (DIV 6 LO SHEET FR A -U BLOCKING OVER BEAM BEAM PER PLAN TYP. FLOOR FRAMING PER PLAN (DIV 6 SHEET A -I) TYP. EXTERIOR WALL CONSTRICTION PER PLAN (DIV. 6 SWEET A -U RIM BOARD SEE FOUNDATION DETAILS) RIM BOARD CANTILEVER FRM'G AT FOUNDATION 1 1 FURRING DETAIL 3/4 "=1-0" 0610003300 02_TJI 3/4'4-0' SCAB TOGETHER W/ NAILER EA SIDE AT BEAM SPLICES USE 2x4 SCAB EACH SIDE POST PER PLAN OVER NERVESTRAL CONT. FOOTING PER PLAN MAT FOOTING PER PLAN (2) CANT. •4 BAR A35 RAMSET TO FOOTING FOR POSITIVE CONNECTION. PER JURISDICTIONAL REQUIREMENTS POST /FOOTING CONNECTION CRIPLE WA, PER PLAN, WITH A IN STUD P LENGTH L OF W' PER UBC SEC 2320.115 IDi, 6 SHEET A-IJ TYP. EXTERIOR WALL CONSTRICTION PER PLAN (DIV. 6 SHEET A -U TYP. FLOOR FRAMING PER PLAN (DIV.6 SHEET A -U SOLID BLOCK.. OVER SUPPORTS LOCATE SHEATHING JOINT s COMMON MEMBER Iz3 CONY. SOFFIT VENT 1/1' RESAIIN PLYWOOD s SOFFIT TREATED MUD SILL SEE FOUNDATION DETAILS 111111=111111 FOUNDATION DETAIL 3/4"=f -0" 31/1' FOUNDATION DETAIL VARIES TYP. EXTERIOR WALL CONSTRUCTION PER PLANS (DIV 6 SHEET A -U 4' CON. OVER 4' ROCK OVER VAPOR BARRIER R 10 RIGID INSULATION 2X10 TREATED PLATE OFFSET 3/4' SEE FOUNDATION DETAILS 15 BIILDI. PAPER HOOKED END MASONRY VENEER TIE TO FRAM. EV. 2 SQ. FT. (DIV 4 Sheet Al) MASONRY VENEER 03300 - 00000 - 18 TYPICAL EXTERIOR WALL CONSTRUCTION PER PLAN (DIV. 6 SHEET A -12 I' AIR SPACE CONT. FLASHING W/WEEP HOLES s 4'-0'. O.C. TREATED MUD: SILL (DIV. b SHEET A -U SEE FOUNDATION DETAILS b' MN. VERIFY w/ GRADE CONTOURS NOTE: THIS OPTION CAN NOT BE USED AT SHEAR WALLS. 04200-06100- 02_TJI TYP FLOOR FRAMINGFER PLAN (Dlv.6 SHEET A -U TYP EXTERIOR WALL CONSTRICTION PER PLAN (DIV. 6 SHEET A -I) LOCATE SHEATHING JOINT e COMMON MEMBER BLOCKING OR JOIST s WALL RIM BOARD RIRRING WALL I' AIR SPACE VAPOR BARRIER DAMP PROOFING (DIV: l SHTAI SEE FOUNDATION DETAILS 08100- 03300- 21_TJI \ TIP EXTERIOR WALL CONSTRON PER PLAN (DIV 6 SHEET A -UCTI U 4' C.C. SLAB OVER 4' GRAVEL BED (DIV. 3 SHEET A -U TREATED MUD SILL (DIV 6 SHEET A -U =111111= IIIlii ,< � 1 1111, 111111 =111111__min- nim - nrm= 111111. — = IIIIIII-IIH HIM = 0 FOUNDATION /FRAMING CONNECTION FOUNDATION DETAIL 3/4" =T-O' 03300 - 08100 - 03 3/4 " =1-0" i EXT. DOOR THRESHOLD DETAIL 3/4 " =1• 06100- 03300.04_TJI HANGER OPTION GIUB. TYP. (DIv. 9 SHEET A -I) INTERIOR BEARING WALL (DIY. 6 SHEET A -I) 1,0 xl0'AB.s 4'-0' 0.0 (DIV. 3 SHEET A -U SLAB ON GRADE PER PLAN (DIV 3 SHEET A -I) VAPOR BARRIER CONT. SPREAD FIG. PER PLAN (DIV. 3 SHEET A -12 s 45 (2) at BAR CON'T. (Div.3 SHEET A -I) EXT. DOOR AND FRAME (DIV. 8 SHEET A -U DOOR THRESHOLD FLASHING AS REQ'D. (Div. l SHEET A -U NERVESTRAL FLASHING 4' CONC. SLAB OVER 4' GRAVEL BED (Div. 4 SHEET A -1) 2x12 TREATED TRESHOLD TRIM RIM JOIST TREATED MILD SILL (DIV 6 SHEET A -U •4 VERT. RE -BAR FROM STEM WALL STUBBED INTO SLAB TYP. FLOOR FRAMING PER PLAN. (DIV.6 SHEET A -I) FULL WIDTH TREATED MUD SILL HANGER PER MFG TYP. FLOOR FRAMING PER PLAN (DIV. 6 SHEET A -I) EXT. DOOR AND FRAME (DIV. 8 SHEET A -U DOOR THRESHOLD FLASHING AS REGIO. (171v.1 SHEET A -U NERVESTRAL FLASHING 4' CONC. SLAB OVER 4' GRAVEL BED (DIv. 4 SHEET A -12 TREATED MUD SILL (DIV. 6 SHEET A -U 1' AIRSPACE TYP. N VERY. RE -BAR FROM STEM WALL STUBBED INTO SLAB POST AND BEAM PER PLAN EXT. DOOR THRESHOLD DETAIL 06100. 03300- 05_TJ1 TIP. FLOOR FRAMING PER PLAN (Div.6 SHEET A -U TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIV. 6 SHEET A -U TREATED FWD SILL SEE FOUNDATION DETAILS POST AND BEAM PER PLAN SEE FOUNDATION DETAILS 3iCkr) . ef SLAB © STEM WALL � 1 FRAMING /FOUNDATION CONNECTION 3/4" =T - 08100-03300-10_TJI 12 3/4" =T 06100 - 03300 -03 8 // 3/4' =T - 08110- 03300- 08_3J1 L FINISH GRADE \ TOP OF DOWEL TOP CANTILEVERED RETAINING WALL 3/4' =T 03300-00000-22 NOTE: FOOTING DOES NOT SLIDE N THIS CONDITION, FOOTING SPANS HORIZONTALLY. TOP OF SLAB TOP OF J -BAR in 2' 8' 8' B' 8' FRAMING PARALLEL TO STEM WALL 1' -0' FRAMING PERPENDICULAR TO STEM WA I/2 0x10' AB. W/ 2' #'X3/16' S.O. STEEL PLATE WASHERS s 4'-0' OL. (DIV 3 SHEET A -U EXCEPT A5 NOTED ON SHEARWALL SCHEDULE l' MIN EMBED. •4 HORIL BAR 10' O.C., I' -6' CORNER OVERLAP (DIV. 3 SHEET A -D •4 VERT. BAR SAME AS STUB STEEL SPACING. (DIV.3 SHEET A -I) TIGHTLNE DAMPPROOFING (DIV. l SHEET A -I) .4 STUB STEEL FROM FT'G. s I6' OL. (DIV. 3 SHEET A -U 4' ED (DIv. PERF. FT'G2 SHEE. DRAIN T A-Il W/FILTER N 24' GRAVEL B SOLID SUBSTRATE (2) •4 BAR CONT. (DIV. 3 SHEET A -U 12' 0x10' AB. W/ 150'X3/16' 5GL STEEL PLATE WASHERS s 4'-0' O.C. (DIV. 3 SHEET A -U EXCEPT AS NOTED ON SHEARUALL SCHEDULE l' MIN EMBED. 02.4 BAR TOP •4 VERT. BAR a 12' oc, FULL HEIGHT OF WALL. (DIV 3 SHEET A -U DAMP PROOFING ( DIY. l 5I-IT Al) •4 VERY. J -BAR a R' oc (DIV 3 SHEET A-IJ r 4 HORZ BAR a iO' oc I I' -b' OVERLAP (MIN) I I • '�, (DIV.3 SHEET A -U. .I ` JI TIGHTLINE G .. 4 PE RF. PPG. DRAIN WFrILTER — IN 24' GRAVEL BED. . 2 (DIV 2 SHEET A-I) (4) •4 BAR CONT i. (DIV. 3 SHEET A -I) SOLID SUBSTRATE 5/8'0x10' A.B. W/ 2' #'X3/16' S.Q. STEEL PLATE WASHERS s 4'-0' O.G. (DIV. 3 SHEET A -U EXCEPT AS NOTED ON SHEARUALL SCHEDULE T MIN. EMBED. (21.4 BAR TOP 03300 - 00000 - 01 •4 VERY. BAR s p• oc, FULL HEIGHT OF WALL (DIV 3 SHEET A-IJ 5 VERT. J -BARe 8' cc (Div. 3 SHEET A -U 4 HOR2. BAR � rf oc (DIV 3 SHEET A -U ;Dr. R s IY oc 3 SHEET A -U' TIGHTLINE DAMP PROOFING ( DIV l SHT AU 2' CLEAR (4) 4 BAR CANT. (DIV.3 SHEET A -I) SOLID SUBSTRATE 4' PERF. FT'G. DRAIN W/FILTER IN 24' GRAVEL BED. (DIV. 2 SHEET A -U 03300 - 26 1 TYP. EXTERIOR WALL CONSTRUCTION. PER PLAN (DIV. 6 SHEET A -I) LOCATE SHEATHING JOINT e COMMON MEMBER RIM BOARD TYP. FLOOR FRAMING pgieg ?L( 1. I. (Div.6 SHEET 4 -1) TREATED MUD SILL rg 2 7 _., SEE fOIANDATION DETAIL�l3)' LL TYP. EXTERIOR WALL CONSTRUCTION. PER PLAN (DIV. 6 SHEET A -I) LOCATE, SHEATHING JOINT 0 COMMON MEMBER SOLID BLOCKING s RIM JOIST 0 EXT. WALL POINT LOAD BEARING PER PLAN TREATED MUD SILL SEE FOUNDATION DETAIL(S) TYP. FLOOR FRAMING PER PLAN. (DIV. 6 SHEET A -I) FRAMING /FOUNDATION DETAIL. 3/4' =T-0' 001 03ao p C l ITVOFTUKWIL PERMIT CENTER O ~ _') SHEET D1 a 2000 30v NOTE: DELETE RAIL WHEN FINISHED DECK ELEVATION IS 30 OR LESS - ABOVE FINISHED GRADE. 2x, 2x2 0 5 1/2' OG (CLR DIST. BTWN NOT TO EXCEED 4' SOLID BLOCKING OVER SUPPORTS 5/4 x 4 TK GDR DCK'G ATTACH LEDGER W 2 ROWS CF IR'LA G BOLTS AT 16 oc TYP. TJI FLOOR FRAMING PER PLAN 2x PONY WALL Az BEAM (SIZE TO REDUCE NUMBER OF POSTS o 2 STORY CONDITION OR WHEN POSTS EXCEED 4' IN LENGTH SCAB W/ 2X4 EA SIDE 2x AT GREATER DEPTH THAN JOISTS) FINISH LANDSCAPE GRADE TOP OF PIER FLUSH WITH OW FIN. SUB GRADE l3' BEL FINISH LANDSCAPING) ON SOLID SUBSTRATE CUT. ROOF CONSTRICTION FRAME OVER WALL DETAIL 3/4' =R0' TYP. DECK CROSS SECTION 3/4' =1 06200- 06110.19_7J1 O10 SECTION ® BEAM II II II 11 O STAIR SECTION DETAIL 3/4' =1-0' BAFFEL EXTEND b' ABOY BATT. INSUL. OR 12' ABOVE BLOW) MSUL. TYPICAL ROOF CONSTRUCTION 2 MIN. CLR FOR VENTING 2X BLOCKING WITH (3) 2 I/1' HOLES WITH SCREEN SEE ELEVATION EXPOSED TR55 TAIL I , / TYP. GUTTER FASCIA PER ELEVATION (TYP. EXTERIOR WALL CONSTRUCTION) FLAW% (171,1 SHEET Al) DBL OR GIRDER TRUSS (PER PLAN) FRAMING PER PLAN HI s 48' ODT . A OU751DE FACE OF WALL 2• MIN. CLR FOR VENTELATICN BLOCKING BEAM PER PLAN RAFTERS PER PLAN 2x BLOCKING 5/5 TYPE 'x' GWB. AS RECUIRED SEE NOTES BELOW 2x KICKER PLATE 06100 - 07300 -15 3SKYLIGHT FLARE WELL DETAIL 01300-06100-01 L WALL STUDS BEYOND DEAL UST, BLOCK AS NEEDED SEE PLAN SEE PLAN FOR TIP. RISE a RN DIMENSIONS 3/4' PLYWOOD RISER 1 1/8' HARDBOARD TREAD WITH EASED NOSING 3 WITH 2 - 2x4 S 2x STRINGERS TYP. ACK TYP UND. CENTER STRINGER TRONG B NAIL WALL STRINGERS W/ 121 Ibd . TO WALL STUDS I. HEADROOM MIN: b' -e', WIDTH MIN. 3' -0' PER 4. INSTALL FIRE BLOCKING. STRINGERS TOP UBC 1006.15 4 BOTTOM a ADJACENT WALL(5) PER UDC 2. TREADS 9' MIN. DEPTH, RISERS 8' MAX WEIGHT .0.1052 3. HANDRAIL MIN 34` TO MAX 38' ABOVE .TREAD S. COVER USABLE SPACE UNDER STAIR WITH NOSING. HANDRAIL I U2' MIN TO 2' MAX. CROSS 5/5' TYPE 'x' GS . USE 2 LAYERS. SECTION DIMENSION e l lit' MIN. CLEAR FROM CEILING AREA - PER UBC 100333.9 WALL, RETURN RAIL ENDS PER UBC SEC 100 .9 6. INTERMEDIATE BALLISTERS SHALL BE SPACED 4' APART NET OPENING PER UBC SEC 505.3 06100 `�J 3/4'4 - 0' . PER PLAN .ikM OEE ELEV. A35 i rr \XP05ED RAFTER TAIL I EAVE DETAIL 06200-06100-01 -+ /4' =t-0' L GABLE EIEID DETAIL TYPICAL ROOF CONSTRUCTION TYPICAL FLOOR CONSTRICTION WI s 48' OL.AT LINO ON SHEAR WALL SCHEDULE 2X BLOCKING WITH (3) 2' m HOLES WITH SCREEN TYP. CURER FASCIA PER ELEVAt1ON TYP. EXTERIOR WALL CONSTRICTION TYPICAL ROOF CONSTRUCTION TRIM PER ELEVATION BARGE BOARD PER ELEVATION 06100 07300 - 06 2X4 BACKER FOR BARGE -NAIL THRU SKIP SHEATHING WITH Ibd s OL. TTP. 2X4 OUTRIGGERS s 4' O.C. WITH 2x2 BETWEEN FOR TRIM TYP. EXTERIOR WALL CONSTRUCTION TYPICAL ROOF CONSTRUCTION TRIM PER ELEVATIONS BARGE TYP. SEE ELEVATION 2X4 BACKER FOR BARGE - NAIL THR SHEATHNG WITH 16d s O.C. TYP. 2x4 OUTRIGGERS s 4• ac. WITH 2x2 BETWEEN FOR TRIM BLOCKING AT CEILING LINE 2x4 LEDGER a INT. CEILING LINE )TYP. EXTERIOR WALL CONSTRICTION) BALLOON FRAME GABLE END WALL kt iiiPt. OVERHANG PER PLAN O EAVE DETAIL 1 3/4' =f-0' 06100 - 07300 \ J / 3/4' =t - 4 - OVERHANG PER PLAN E AVE 11CTA IL EAVE DETAIL / DETAIL 06100 - 07300 -13 4 3/4' =1 I BAITEL EXTEND b' ABOVE BATT. INSIIL. OR 12' ABOVE BLOWN INSIIL. M ROOF CONSTRUCTION) 2' MIN. CLR FOR VENTING HI s 48`0.C. AT OUTSIDE FACE CF W UNO ON SHEAR WALL ALL SCHEDULE 2X BL OCKPI: WITH (3) 2• HOLE WITH SCREEN SEE ELEVATION E XPOSED TRUSS TAIL (TYP. GUTTER) FASCIA PER ELEVATION (TYP. EXTERIOR WALL CONSTRUCTION) BABEL EXTEND 6' ABOVE BATT. INSUL. OR 12' ABOVE BLOWN MSUL. (TYP. ROOF CONSTRICTION ) 2' MIN. CLR FOR VENTING N 45' 0.C. AT OUTSIDE FACE Of WALL LINO ON SHEAR WALL SCHEDULE 2x BL L 'Ar S WI(3J 2'07 HOLES WITH SCREE SEE ELEVATION E XPOSED RAFTER TAIL SEE ELEV. (TYP. GUTTER) FASCIA PER ELEVATION (TYP. EXTERIOR WALL CONSTRUCTION) BUFFEL EMEND 6' ABOYE BATT. M511L. OR 12' ABOVE BLOU.N INSUL. (TYP. ROOF CONSTRUCTION) 2' MIN. CLR FOR VENTING HI 948' O.C. AT OUTSIDE FACE OF WALL UNO ON SHEAR WALL SCHEDULE 2X BLOCKING WITH (3) 2' HOLES WITH SCREEN EXPOSED TRU55 TAIL O (TYP. GUTTER) 'FASCIA PER ELEVATION (TYP. EXTERIOR WALL CONSTRUCTION) TYPICAL ROOF CONSTRUCTION 2' MIN. CLR FOR VENT. HI a 48' O.C. AT OUTSIDE FACE OF WALL UNO ON SHEAR WALL SCHEDULE 2X BLOCKING WITH (3) 2' m HOLES WITH SCREEN t1 I I O cx 2X8 BLOCKING TYP. EXPOSED RAFTER TAIL ►11 1 lJVFRHANf. 1 TYP. GUTTER FASCIA PER ELEVATION TYP. EXTERIOR WALL CONSTRICTION 06100-07300-01 06100-07300.02 08100- 07300 -03 08100 - 07300 -04 RECENED CITY OF TOOWI PERMIT CENTER co CO 0- ®i C ��w� O 0,5. z x * C O s >� ' cl N Cb JOB NO.: TITLE SHEET D2 TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE TJI BLOCKING TYP. TJI FLOOR CONSTRICTION Do 3D SHEAR WALL SHEAR WALL PERPENDICULAR TO FLOOR JOISTS ° PERPENDICULAR TO FLOOR JOISTS =T 3/4' - 17070. 0600-18 3/4' 4 17070- 08170.07 TOP PLA NAILING PER SHEAR UALL SCHEDULE BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE PANEL EDGE 1 FIELD NAILING PER SCHEDULE TJI BLOCKING TYR TJI FLOOR CONSTRICTION TYP. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE PANEL EWE / FIELD NAILING PER SCHEDULE TJI FLOOR JOISTS PER PLAN ALIGN TJI FLOOR JOIST W WALL TOP P NAILING PER SHEARWALL SCHEDULE TYP. TJI FLOOR CONSTRUCTION TYP.. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE NAIL, FLOOR SHEATHING THIS AREA WITH 10 de b'oc EWES 10 d.e 10' ac. FIELD BLOCK ALL EWES 10deb'oc. PLYWOOD TO BLOCKING BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE PANEL EWE 4 FIELD NAILING PER SCHEDULE TJI BLOCKING BLOCK ALL EDGES PANEL EWE 1 FIELD NAILING PER SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE STANDARD SHEAR DETAILS & SCHEDULE TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE NAIL FLOOR SHEATHING THIS AREA WITH 10 de 6' EDGES 10 de 10' cc. FIELD BLOCK ALL EDGES BOTTOM PLATE NAILING PER 51-EARL/ALL SCHEDULE PANEL EWE 1 FIELD NAILING PER SCHEDULE TJI FLOOR J015T5,PER PLAN TJI BLOCKING c ALL PANEL EWES PANEL EWE 1 FIELD NAILING PER SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE 10 d e 6' oc. FMK, TO RIM JOIST PANEL EDGE 1 FIELD NAILING PER SCHEDULE TYP. EXTERIOR WALL CONSTRICTION W. WALL SHEATHING PER SCHEDULE TYP. TJI FLOOR CONSTRICTION 7x4 PANEL EWE BLOCKING TOP PLATE NAI LING PER SHEARUAL SCHEDULE BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE 10 d e b' oz. PLYWD. TO RIM JOIST / PANEL EWE / FIELD NAILING PER SCHEDULE TIP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TIP. TJI FLOOR CONSTRICTION 2x4 PANEL EWE BLOCKING SHEAR WALL EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS PARALLEL TO FLOOR JOISTS EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS ° TO FLOOR JOISTS ® FOUNDATION 3/4e =1' 17070-08170-01 ' / 3/4' =1' 0070- 03300 -01 1 NAIL FLOOR SHEATHING THIS AREA WITH: 10 d e 6 au EWES 10 de10' oc. FIELD BLOCK ALL EWES TYP WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TYP. TJI FLOOR CONSTRUCTION BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE 10 d NAIL e6'oc. PLYWD. TO RIM JOIST PANEL EWE / FIELD NAILING PER SCHEDULE TOP PLATE NAILING PER SNEARUALL SCHEDULE TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE SHEAR WALL PARALLEL TO FLOOR JOIST- OFFSET CONDITION SHEAR WALL HOLDOWN 3/48 =T-0" 0070- oen0-lo 3 /4°=T -O 10 d NAIL a b' oc. PLYWD. TO TJI BLOCKING 17070.08170-24 \t ) 3/44 - 0" L SHEAR WALL PERPENDICULAR TYPICAL WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TYP. TA FLOOR CONSTRUCTION BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE TOP PLATE NAILING PER SHEARWALL SCHEDULE ANCHOR BOLT PER SCHEDULE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS TYPICAL WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TYP. TJI FLOOR CONSTRICTION BOTTOM PLATE NAILING PER SHEAR., SCHEDULE TOP PLA NILNG PER SHEA RUALL A SCHEDULE ANCHOR BOLT PER SCHEDULE SEE ARCH. DETAILS FOR FOJNDATION CONDITIONS SHEAR WALL PARALLEL TO FLOOR JOISTS ® FOUNDATION 3/4' 4 17070- 08170 -08 \ J 3/4' 4'-0' 0070-08170 -02 � /4' 4 17070-03300 -02 TYP. TJI FLOOR CONSTRUCTION TYP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE TOP PLATE NAIL. PER SHEARWALL SCHEDULE CRIPPLE WALL (DIV. 61 SHEATH CRIPPLE WALL SAME AS SHEARWALL ABOVE SEE ARCH DETAILS FOR FOUNDATION CONDITIONS SHEAR WALL PERPENDICULAR + O TO FLOOR JOIST - OFFSET CONDITION °CANTILEVERED FLOOR JOIST ® SHEAR WALL © CRIPPLE WALL 17070-08170.09 3/4'=T 17070- 08170 -0 3/4'4 0070 - 03308 -03 1 CRIPPLE WALL(DIV. 61 SHEATHING PER SCHEDULE PANEL EWE a FIELD NAILING PER SCHEDULE ANCHOR BOLT PER SHEARWALL SCHEDULE (21'4 BAR CONT. (Div. 31 NOTE: ALL INFORMATION ON THIS SHEET 0 NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE WITH PLANS. SHEAR WALL ® CRIPPLE WALL - INTERIOR C 1. 17000 - 03308 -04 PERM RECEIVED 41 a Y f F TUKWILA T CENTER 3/4' =T -0' SHEARWALL PER PLAN AND SHEARWALL SCHEDULE DOUBLE STUD BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE TJI BLOCKING BEAM PER PLAN HOLDOWN STRAP AT CRAWL SPACE 3/4' =1' - 17070-06170 -29 HOLDOWN STRAP AT FLOORS TYP. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE DOUBLE STUD BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE BLOCKING AND FILLER BLOCK DOUBLE JOIST OR BEAM PER PLAN 17070 - 06170-28 93/4' =1 L 7x4 FLAT BLOCKING NAIL STRAP. W/ ed COMMON a B' oc. SIMI'S. Mb STRAP IB LONG, LAP 4 ONTO WALL OR BEAM AND NAIL: WITH Ed COMMON a 4' oz. DRAG STRUT CONNECTION 4' -0 NT5 UPPER WALL TO LOWER ROOF CONNECTION 3/4 - =1' 17070. 06170 -31 17000-08100-30 3/4' =R0' TRU. PER PLAN WITH SHEATHING PER SHEARWALL SCHEDULE Ibd TO MATCH SHEAR - WALL NAILING BELOW 7X11 WITH Ibd TO MATCH SHEARWALL NAILING BELOW INTO TOP PLATE PANEL EDGE FIELD NAILING PER SCHEDULE + ®INTERIOR SHEARWALL TO ROOF COND. OHOLDOWN STRAP ® FLOORS 17000-06100-08 3/4' =T 17070-06170-20 Dc:c PLYWOOD ROOF CONDITION 0)Ibd d NAIL a 4' cc. a EA OUTRIGGER d NAIL a b' on TO TOP PLATES / BLOCKING 1 2X4 OUTRIGGERS a 4' O.C. WITH JOIST HANGER • TRUSS TYPICAL ROOF CONSTRUCTION SHEAR WALL ® GABLE END 3/4W-Cr TYP. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE TYP. EXTERIOR WALL CONSTRUCTION W. WALL SHEATHING PER SCHEDULE 17000- 06100 -16 17000.06100 -19 3/4 - =T -0° SHEAR WALL ® EAVE 3/4' =T-0' (1) STUDS AT EACH STRAP BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE STRAP PER PLAN / SHEAR WALL SCHEDULE I I/4' TIMBERSTRAND L. RIM BOARD PANEL EDGE T FIELD NAILING PER SCHEDULE TYP. EXTERIOR WALL CONSTRUCTION W. WALL SHEATHING PER SCHEDULE TYP. TX FLOOR CONSTRICTION PLYWOOD ROOF CONDITION TYPICAL ROOF CONSTRUCTION H25 TIE a EA. TRUSS LS30 a 48'o.c. B deb' oc. • BLOCKING BLOCKING PER ARCH. DETAILS ASS CLIP PER SHEARUALL SCHEDULE 17000 - 06100 -04 FEB 27 2.!:1 TYP. EXTERIOR WALL OONSTRIGTIOIJ WITH WALL SHEATHING PER SCHEDULE 17000 - 06100.05 STANDARD SHEAR DETAILS & SCHEDULE NOTE: USE 05B ON ROOF NOTE: ALL INFORMATION ON TH15 SHEET IS NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE WITH PLANS. RECENED QF TI� RMIT CENTER 0 c0 0) L() v, C9 US' ▪ � v V F - 0)* CO CO p w 5 5 • m JOB NO.: TITLE SHEET S2 TJI JOIST DETAILS a 02/08/00 SHEARWALL SCHEDULE SpM 2 If �JNI1IVN GOON 9N1114N 01314 0NIN0019 _ 3BC13 S1109 a0HON7 31V1d 1110 BLOCKING TO TOP PL. NAILING 1x JOISTS BLOCKING TO TOP PL. NAILING TJI JOISTS ONI1RM 3171 N01109 dH GOd NOI17flONG :6s 0001 319NTTO117 r v v .7=1. n _ _ _ m I YES 5/e' a 48' A35 I6d a 12' I6d a I 100 PLF G1 -4 I/2' GU ONE SIDE OR 5d COOLER YES 5/8' a 48' NAIL a 42' 435 33' I6d a 10' 164 a 10' 125 PLF 518' GM ONE SIDE FOR IR' G2 -1 1/2 GLLB TWO SIDES 6d YES 5/8' • 48' 20' I6d a 8' I661 a 6' G2 -4 OR COOLER YES 5/8' a 48' 20' I641 a 6' I6d a 5' 5/8' GM TWO SIDES FOR 5/8' PI -6A YES 5/8' a 48' 20' 168 2 5' 164 9 5' 150 PLF 1.I -6 YES 5/8' a 48' 14' I641 a 5' I6d a 5' 240 PLF PI -4 YES 5 /S' • 32' 12' I641 a 4' I6d 04' 350 PLF PI -3 146' 05.8. SIDE YES 5/8' a 24' I6d a 3' I6d a 3' 450 PLF PI -310 - ME USE 3x STUDS PANEL EDGE 545 PLF Sd YES 5/8' a I6' PI 2 USE 3x STUDS CCT I'ION .135' DIA (2) ROLLS (2) ROWS l/16' 05.5_ TWO SIDES F2 -4 STAGGER SHEATHING JOINTS W /(2) STUDS a YES 5/8 .16 A35 CLIPS e1' 16d a 4' I6d a 4' STAGGERED 100 PLF PANEL EDGES (2) ROWS DBL. RIM l2) ROUB P22.3 YES 518' 2 12' A35 CLIPS 16d a 3' 7d ee 900 PLF T V DBL. RIM W614-4 WEYE..USER HARDBOARD, SIDING 844 co mm,,,, NO NN a 48' 12' I661 a 5' I6d a V 202 PLF .FIF .I FO RFPORT 2319 L_ FOUNDATION SHEAR WALLS Scale I/8'.I' -0 �Y • POINT LOAD TRNJSFERING DOW W/ LOADING HANGER $ POINT LOAD TRANSFERED BY KICKER �d< HOLD DOU.N WITH SIZE DESIGNATION P .' VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW BTxx — HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER ® EXTENT CF SHEAR WALL TYPE OF SHEAR WALL ! WALL ABOVE WALL BELOW NOT : UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. SYMBOLS & LEGEND POINT LOAD FROM ABOVE PONT LOAD FROM ABOVE W/ LOADING. POINT LOAD TRANSFERING. DOU.N SHEAR NOTES UNLESS 0TI.ER1UISE NOTED DESIGN CRITERIA L SEE CALCULATIONS FOR DESIGN CRITERIA GENERAL NOTES L ALL SHEARWALLS SHOWN ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. (TYPICALLY 51-1OWN SHADED). 2. ANCHORAGE 15 FOR SHEARWALLS(PANELS) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY NE SPACED a 16' O.CIMIN) 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 HOL0004, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. S. ALL PLYUJOOD OR GYPSUM SHEARWALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OF STUDS 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 4 FLOOR SHEATI -IING I. ROOF SHEATHING: 1/16' O5B APA RATED SHEATHING (24/0). LAY UP W/ MINIMUM I /8' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE ad AT 6' oc AT PANEL EDGES AND 12' oc AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS e 24 O.C. e ALL UNSUPPORTED EDGES. ALLOWABLE DIAPHRAM SHEAR•180x0A2 =142peF 2. FLOOR SHEATHING: 3/4' CDX T4G APA RATED PLYWOOD (48/24) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATION AFG EL PROVIDE TaG EDGES AT LONG PANEL EDGES. NAILING SHALL NE 10d AT 6' oc AT PANEL EDGES AND 10' oc AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPHRAM SHEAR=215x082 =111peF 3, PLYWOOD SHALL NE LAID W/ FACE GRAIN PERPENDICULAR TO. SUPPORTS AND END D2uo MAIN FLOOR SHEAR WALLS UPPER FLOOR SHEAR WAL LS Scale I/8'.I' -0' Si VS'•i' -0'. MAIM- SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS EaE o PERMIT CENTER z Q' CO CO CO LO 13) 1 KAKAA199\99082\9903221 02-24-2000 1023:16 Sheet: LS