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HomeMy WebLinkAboutPermit D2000-298 - FOSTERVIEW ESTATES - LOT 22 NEW SINGLE FAMILY RESIDENCEFOSTERVI EW ESTATES -LOT 22 13710 43RD PL S D2000 -298 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 261200 -0220 Address: 13710 43 PL S Suite No: Location: Category:. NSFR Type: DEVPERM Zoning: ;: Const Type: Gas/Elec.: GAS Units: 001 Setbacks: North: Water: 125 Wetlands: is i Contractor License OCCUPANT OWNER CONTACT. CONTRACTOR_ Signature: Print Name:_ DUJARD *204L0 Permit Center Authorized Signature:_ DEVELOPMENT PERMIT FOSTERVIEW ESTATES LOT 22 13710 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 (206) 431 -3670 P- P-W - reP WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Expires: D2000 -298 ISSUED 03/01/2001 08/28/2001 Occupancy: DWELLING UBC: 1997 Fire Protection: N/A .0 South: .0 East: .0 West: .0 Sewer: VALVUE Slopes: Streams: Size(in): .00 4 A° o,te _ Phone: Phone: 425- 334 -5018 Phone:, 425 - 641 -5320 PO BOX 1059,SNOHOMISH WA 98291 CONTRACTOR., DUJARDIN DEVELOPMENT CO PO BOX 1059,_SNOHOMISH WA 98291 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F Permit Description: CONSTRUCTION OF A NEW 2,060 SQ FT SINGLE FAMILY RESIDENCE,. 523 SQ FT ATTACHED GARAGE., 80 SO FT UNCOVERED DECK AREA AND 56 SQ FT COVERED DECK AREA. (BASE PLAN NO. D2000 -063) PUBLIC WORKS ACTIVITIES INCLUDE:ACCESS, LAND ALTER ING.AND STORM DRAINAGE .***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 189,260.86 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: jjs Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N .. No: Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 40 Fill: Landscape Irrigation:. N Moving Oversized Load:_. N Start Time: End Time: Sanitary Side Sewer:,_ N No: Sewer Main ExtensionL N Private:. N Public:.. N Storm Drainage: Y Street Use: N _ Water Main Extension:. N Private: N Public: N _***************************************************** * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** r TOTAL DEVELOPMENT PERMIT FEES: $ 1,612.75 b ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 40 Date: ,5`1 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performan - • work. I autJ•rized to sign for and obtain this development 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. warnrarrs ,trtie ttwrwofte +cr000 xw evr Ava^:..« rmr, vm ramrrsoonurbitt∎pwrpwaiwM+�l itob4± 1410,0 SzMOW°.M7P9tE5 AVP..�G, USNW∎iASMIt,ta FOSTERVIEW ESTATES - LOT 22 13710 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 CONTRACTOR DUJARDIN DEVELOPMENT CO PO BOX 1059, SNOHOMISH WA 98291 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF A NEW 2,060 SQ FT SINGLE FAMILY RESIDENCE, 523 SQ FT ATTACHED GARAGE, 80 SQ FT UNCOVERED DECK AREA AND 56 SQ FT COVERED DECK AREA. (BASE PLAN NO. D2000 -063) PUBLIC WORKS ACTIVITIES INCLUDE:ACCESS, LAND ALTER ING AND STORM DRAINAGE ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** City of Tukwila Community Development / Public Works • b300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Corist Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor License No: DUJARD *204L0 OCCUPANT OWNER CONTACT CONTRACTOR WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING Al THEIR OWN RISK. 261200 -0220 13710 43 PL S NSFR DEVPERM GAS 001 North: 125 Construction Valuation: $ 189,260.86 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut/Access/Sidewalk/CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: 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: N Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,502.25 ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *********** j* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature:_ DEVELOPMENT PERMIT Occupancy: DWELLING UBC: 1997 Fire Protection: N/A .0 South: .0 East: .0 West: .0 Sewer: VALVUE Slopes: Streams: Permit No: Status: Issued: Expires: Date: a 4/ (206) 431 -3670 D2000 -298 ISSUED 03/01/2001 08/28/2001 Phone: Phone: 425 - 334 -5018 Phone: 425- 641 -5320 ate: -- =-/ -- I hereby certify that I have read fd examined this permit d know the same to be true and correct. All provisions of law and ordinan es governing this work will be complied with, whether specified herein or riot. 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: Print Name:.) k?, 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. a w. J o' o O' co o w = '. Jar w 0 = a Z I- O Z U O 0 - CI w L u H - - .. IL. Z U V ! F_- x 0 z • CITY OF TUKWILA 'Addkss: 13710 43 PL S Permit No: D2000-298 Tenant: Status : *ISSUED Type: DEVPERM Applied: 09/08/2000 Parcel 0: 261200-0220 issued: 03/01/2001 ?(************************************************************************** Permit Conditions: I. No changes will be made to the plans unless approved by the Engineer and the Tukwila Buildinglpivision. 2 . Engineered truss drawings :and calculationsshall be on site and available to 1-, ne''...buliding insPeetor for insPection purposes. Documents "Shall bear the seal and signature of a • Washington State Professlonal' Engineer. . Any exposed insulations backing material shall'have aFlame Spread Rating%Of 25or'less, and material shall.bear identi- fication showing.'the fire.per4OrmanCe rating thereof. Ail construction tolbe in conformance with approved plans ar,idrequirements of thpOhIform Building.Code'(1997 Edition)e!,as-;amended Uniform. Mechanibal Code (1997 Edition)",', and Wash,ing:(*.fon State Energy Code (1997 Edition). ' °NO WORK' SHALL BE DONE — ,IN ADD1,I1ON 10 THOSE MODIFICATIONS OR REPLACEMENT :OF EXISTING APPLIANCES AS DESCRIBED ON THIS , ORIGINALMECHANICAL 6. Plumbing permits shall ,be Seattle-King Courfy Departmeni:„-Of-PubTirealth.' plumbing will be •1 nispected.. by that. all' gas piping . All wood' to reinairi in Placed treated wood ' of The;;Issuanee 0 F a Permit or aPProval'of PlanS''\sPeOifieationS';'aiid computations shell not be con:" struadtobe:a permit for, or an ',approval of, any violation of any , "of the provisions of the building code or of:any, s other'oi Of the jurisdictibn.' No. permit. Presumtng to give authority to violate or caneel the Provisions of this i code shall 9. ElectriCaPpermits shall be obtained through the Washington: State DiVisipn Of industries and all work will be'Inspected by that agency (248-6630). 10. All mechanicarwork shall be under separate permit Issued by the City of TukWila. 11. All permits, iiisipection records; and approved plans shall be available at the job site prior to the Start of any con- struction. These documents are to be meinteined 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. ALL PERMITS, INSPECTION RECORDS, AND APPROVED PLANS SHALL BE AVAILABLE AT THE JOB SITE PRIOR 10 THE SlART OF ANY CONSTRUCTION. THESE DOCUMENTS ARE TO BE MAINTAINED AND AVAILABLE UNTIL FINAL INSPECTION APPROVAL is GRANTED. CONTRACTOR SHALL NOTIFY PUBLIC WORKS UT1LTlY INSPECTOR MR. GREG VILLANUEVA @ (206)433-0179 OF COMMENCEMENT AND z ' M 00 • ° CO 111 W w o g =I u_ < CO ‚a t- ILI i. Z 0 Z W uj 0 ffi 0 W .-. I- Y. - 0 Hi 1= I 0/ z : . .r 7- .1COMPLETION OF WORK LIEAST 24 HOURS IN ADVANCE.' 7,) 'LL. , CONDITIONS OF F6S1ER VIEW ESTATES PLAT APPR6 AL SHALL BE MET, DEE L99-0018 SHIT 4 OF 4 WHICH IS PART OF THIS • SUBMITTAL: ALL..SJORM DRAINAGE PIPES SHALL BE ASTM-D 3034: k .PVC SANITARY SEWER'piPE WITH GASKETED JOINTS OH ADS N-12 IPE THE GEOTECHNICAL ENGINEER SHALL. PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE. WITH THE GEOTECHNICAL RECOMMENDATIONS. APPLICANT SHALL OBTAIN WATER METER PERMIT FROM WATER pIsTr3IcT 0125 ( . (206) 242-9547 AND SEWER PERMIT FROM VALVUE SEWER DISTRICT 0 (206) lemporary erosion.ppi(tro1 - ineasyres Srfall 66 ' ,1 *-$1,e.Illented as the first orderofliDUSinesst6 prevent sedimentatiOh off- site or into P$40!;ing:.st 15 e'ite e - halIc , hbve'parmayieht'erOsion - conto1: - measuresih place as soon as pOss.ible after been completed/ahki prtOr to ti'1e'f Inspeetlon. 16i 'The driveway shall''be so -thatdraind9e...,„ from thedi-ivewaY notATOW'oh existihWrijacr surface , 17, Voi closely coordinated with greC1,..1:Y,Altilitie$1nspeeitor:'.., Traffic Control_Pliins,': shall Subitted to the Inspector for prior apprcia „ • - . 18. FROM OCTOBER. 1THROUGH APRiL 30, COVER ANY SLOPES ANI) - .ENO COVER OR MIJLCFI ."1bTHERNOtti440Etb.AREAS, - THEY. vitAl. . pi ..6E.qt4OOKOimOkE. THAN • ••• „,•.•.. .•.,.• • . • . • •• • •, • • •• . . •• • 13EGINNIN(.46E.THiSOERIO6'.',ANSPECT AND. MAINTAIN .THiS • . - „. I #MJ1L •. - ......" , IMMEDIATELY:T041..OWING STORMS., •• • • • • • . F ROM MAY I 1 HROUGHSEPTEMBER..;30,INSPECT AND MAINTAIN TEMPORARY EROSION410ENTION'AND'SEDIMENT AT 'LEAST MONTHLY. ALL DISTURBED AREAS OF 1I-IF SITE SHALL BE PERMANENTLY STABILIZED PRIOR TO FINAL CONSTRUCTION APPROVAL. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The .granting•of this permit does riot presume to give authority to violate or cancel the provisions of arty other work or local laws regulating construction or the performance of work. w2 00 co o W Ill I --I I— W tu 0 g:3 u . z 1 ._ o z u j C.) 0 P- o 1- 111 I C .) ILI Z (0 — E 0 W D JUi UO coo' W W; CO LL, W 0 te a. _ I--w O : Luta U 0 . o W W • H- -0, .. Z W c r Z Project Name e S ant: 2 Z v Jew C:�sti, k s Col Value94C Construction: ?0 ,0 Site Address: l3`l Go 43� 9‘ c City State /Zip: Tax Par Number: u2 21o 12c�n 2o Property Owner: CJnr � r Phone: 4 2r — 60 Street Address: 1;0 e,nx 5308 eUttetT UJ City State /Zip: c 3204 Fax #: 4ns '3A ( b 'h. Contractor: t) l` tkI (/� I. — V 1t AlPU ?.tM41 - k • ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Phone: OA Q loch I. Street Address: VU 0■4-- /34cfJJC_. City State /Zip: Fax #: AA— o.loeh.>r..• Architect: Phone: Street Address: City State /Zip: lint S. e-. Lbw 5f'. Pe .1,\e & (k)o. 9. oo" i Fax #: di sS - -(viii — 5 Engineer: Phone: Street Address: City State /Zip: 18 c) 1bit- 44A.. l0 5it, 6 E d 6c. mod . a 13 Fax #: 41C - — en-- ■ Contact Person: voirp.p.AA Alreu P- Phone: Street Address: ' City State /Zip: Fax #: Description of work to be done: -- I Ow) iv .F*- -. Fes■ 6- Pte- - a &S I Type of work: •* New Single- Family Residence Addi - Single-Family Residence YP Y ❑ 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: Ill 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: 2 sq. ft. Dwelling 124. sq. ft. Covered Deck(s) 5 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) /J/Or '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 TUKVI _ A Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 FO • - -TAFF USE ONLY .Project :Number Permit Number Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. ❑ Channelization /Stripingurb cut/Access /Sidewalk 71 Fire Loop /Hydra main to vault) #: 71 Flood Control Zone ❑ H auling Land Altering: A Cu t cubic yds. IP Fill 45Z 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: 9 -S -oo Date application expires: Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 s rMIRINIMOWSOMIIMRert 01 PPL'ICANT R PUBLIC 'WORKS OF HE FOLLO z ,} : , ( Additionahrevlews ;shalhbe`determined�by the,P_ublic,Wor T Department): Size(s) z � W re 1 V O En v) J H u1 O 2 g Q = W Z I— O Z t— 1/J � U � 0 — 0 I- W O lll - I O~ z , ..,.:' BU/LD/NGOWNERORAUTHORI ,, �� ��' , ; ., .. AGENT Signature: M Date: Print name: I C P C - i 1 r v1 Phone: I Fax #: Address: I� ,Ira n Q)... 1,Q/�+de 4c, P. City /State /Zip: ALL SINGLE- FAMILY RESIDE TIAL PERMIT APPLICATIONS MUST -T SUBMITTED WITH THE FOLLOWING: • DRAWINGS PREPARE t A REGISTERED ARCHITECT OR P,,JFESSIONAL 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 County 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'shownon plan. 6. Public Works review requires the following plan: driveway location (10'"niint.20' mak show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, ari'd where drains tie -in., 7. Parking plan. 8. Lowest' building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed,elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title.18, ; City of Tukwila Zoning Code). 12. Identify location of high water mark of the Greeri /Duwamish River if site is located within 200' of the high water mark. "' 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height .. ❑ ❑ Building cross - section ❑ ❑ Structural framing plans' and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval . from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ • Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". • ;poo tyOwner /Authorized Agent' Ifahe a pplicant is •other th registe rch ite ac t/englneer, oracontractot llcensed< 't y tl a notarized letter :fr the'prope owner authorizin •the;a to s ubmit this permit application 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. ' SFPERMIT.DOC 2/I1i/97 :w:' ' iRS'efJSx3/nvhb:. ' "`" 'rn'rr .a' `, .," .•! 1•Iir e•etmsre "< mirai.,.'}lr.EE+5't' W ` -de ts•f•visrmliit ,i ^ +!:t' 7 YS+rx ,,I z ~w re 00 WI W • 0 2 u.j • d w t- - = z � I- O ZI— LU al U� (-2 0 1— w I H U. w z 0 z x R ti t4 t• F t,t Kt'tY ;N ' * *4*** *: 14****A VA k*• 4.** st*• 4* Jr*.A* **O*4•k *4.A *** * *fish1, *dst *s1 *** 1. *s1� ** CI•ri OF TURWILA 14 t1 TRAW3i4I r 4 ,A** 0***** k** * *, * ***• *44 *.k.A4 * * * *,,,,,, ••A *A.b ,* *44,4 *star * .A•s4 * * *s1 **.A * *s TRAN9I4IT Number: n98003155 Amount 40().0() 09/08/0C' 14:45 Payment Method: C EC;K Notation: 01.1 DEVELOP In t: L�LFt Permit NUb 1)2000 -298 Type: oEVF'L.RM DEVELOPMENT p(:;RM3:T Parcel No: 2(1 .2O0•• 0� 20 Site :A Address: '1371.0 43 ,PL. 8 Total Fees: i „`)()2`.25 This Pavmer►t 400.00 Tc;t :'I ALL. Pmt; 400.00 I3aiat ci 1 .it) . 25 4*** a k '/ * *%tA *4ksi•A * * *hd ** a ryl• $ •** 4 ” x '' A* sta.**:►•• k* ** *** +4* *4.4**4at * *:4•s4** *. cvbu:nt; Cod De.eript,io on Aroouizt; 000/845.830. PLAN. CIIEC:K - RES 400.00 7779 09/11 710 TOTAL 2800.00 /laF s�n:.t3, ° lr.)Uy,:21fse..c 'FS£�s'��fiX v� w . 9 iE co LL . w O. 2 Cr, 0 c y W N O ' Z S'i Le Address 'Cat,F 1 C' ; 1 902.25 5 'This Payment. 1 , 502 .25 'Total Al..l:.' Pmts: 1 , 902 .2 * Balance : ***************************** * * * * * * * * * * * * * * * * * * * * * ******* ` OOC1/ ** Account. 2 Code e BUILDING Description E S R r 1,497.75 ' :�7: 000/;386.90 1 STATE. BUILDING S1.1RCHAIZGE� �! .SU - 1:93 03/06 1710 TOTAL 12380.16 •1. •-r i 7. r 41 'r ,: �r" :7 a I ., I 1 ' -,., �.ri""�1", :7 N h 7, .1 ; y . t h'. y Y74 `'vT v,:,1 4 , 1nr.rF ;� "': "rte i� r t * * * c * * * * * * * * c` * *` * * * * * * * * * * * * * ** c **k ** * **4 * * * * **V* * * *4* �k* r ' CITY OF `' TI WA !" * * * * * * *; * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * *. * * * * * * * /U1 * 12 � 1 E,ANSf�it f Number :���.F10100 ; �lmouni.:. 9,502 .25 03/01 l t, : J:'C[) Payment. Method CHECK Nc)i,at i on: DUJ'IARE)TN _ - I ru Perin 7 t, No : 02000.2.98 I ype : DEVF'F"C:ff DIE.VE: N1 PE J I4i T Par ce 1 EJe : 261200 0220 Add 1 :3710 43 PI 5 .t't, >, , r Alki'rF U) low w Ili 0, -J LL <C. I a 1- w w D' !O ==' 1 Ili al ' Ui • LL O. Z' U ' . O �i r.• ,?1,44*** ************. ***** ******************** * h* * * *******•A- rye* A******** * *A**k•k.****k*** * * ****h* ***k** * TIC " CITY" OF'TUKWILA. w *;k * *k **r.: kilo**** k * ** *A *'k•k * *** * ** * * * *A *** * * * * ** **4**** * ***!*A *AA *A TKANSMI;T Number» R0.100296 Amount: Payment Method: CHECK Notation.: DIJJARDIN DEVELOP Init» : SLH .Permit No: D2000-2 ..Type» DEVPERM DEVELOPMENT PERMIT • .Parcel No 261200-022 Site .Addrer5.» 13710 43 PL S Total 1 a» 2o012.75 1 1.0.50 T ALL, Pmts: 2.012..75 .His : pay merit Balance.: .00 t *******'*** s�' * k**.'* k ***** A * * * ** * * ****.A * ** * **AA * * ** * ** * Account Code De,cr Ama,un intion. 2U.t} 000/345..:030 i PLAN, CHECK -. UTILITY 1 0 .1)00/3;42.4.00 INSP FEE -' UTILITY 15.0.0,: :412'1-P.42-400. 1MSP FEE -,STORM ,DRAIN 15.0.)' 000/3.2 i 2.100 LAND. LTERING PERMIT FEE ;7-50 0'00/345 30 LAND ,ALTERING PLAN CHECK -- - - f 3309 03/08 9710 TOTAL 1:10.50 yr , r .._„ ;� , ,,r "•t t., • wi' u rt tist':ax rt 1!batL;4ty erar' ".... Pro ect: 43 .VI e (4) —1,0/- �� Type o na ction: 1 Address: A _4 "� . y p if 3 P (. ,S• D a 1 : 0/ -- ---- Special instructions: yse./ �L.i;' V r Date wanted: I/ folio 1 Requeste�L�'" P ne: p ...?... O CaO ci INSPECTION RECORD Retain a copy with permit I �S INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: a / /oox 1-21,swi A r, Inspect • r: Receipt No: <"'W fl 2 V' L 9 r ✓ a�:is k y „� at Date: /1 Date: (206)431 -3670 V Approved per applicable codes. 0 Corrections required prior to approval.. ( / 7.00 REINSPECTION F REQUIRED. for to inspection, fee must be paid at 6300 Southcenter Blvd., uite 100. .Cal to schedule reinspection. Z w U1 J U: U mo cOW 1 N u. w g J co O ' Z ' P. 0 �- O co 0 = w I— V LL 1—i III Z U co 0 ' Z INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #1 Tukwila, WA 98188 Project: F if Veu. AddresaL \711 10 �t3 ?LS Special instructions: Type of Inspection; • �hSV�Ct.�i p Date called: a 11.- `B -0 Date wanted: a.m. Requester: Phone: COMMENTS: Approved per applicable codes. 1 Receipt No: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. rj $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: F n 4. �!' ��it!r'�"i,�.�e�+"� iW'�;� �,� �' }'.�k,� • ei43;; A 'fro:s i?Mtit a',a;icy^St� i'iv+fal�i✓' e 4 ^,tiat:, idccei d, u u g J' ti co = W H Z o W to U (D ( 0 W CI = v : LL Z w O 1-, z INSPECTION RECORD Retain a copy with permit INSPECTION, .4O CITY CSF,,`TUKWILA BUILDINGIDIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188. Type of. Ins ddress: Special instructions: Requester: Phone: Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. P s hedu schedule feei must be paid d at 6300 Southcenter Suite l: Hate: • -,� :�.. k. it ��.... ...nrr ..r.• /FV +%-�.� 00 : coo J ham II ! O Ns 0 E-. I0 II 0, _; O I— z Inspector: $47,00 REINSPECTION FEE RE 6300 Southcenter Blvd., Suiti ceipt No: UIRED. Prior t• inspection, fee must e paid 100. Call to 4 edule reinspection Date: INSPECTION RECORD Retain a copy with permit jest• to av 1Tho 143 r61 L- $ 3 Special instructions: TyPe-of Inspection ,Q bate called: f n �� D Date wa ted 1p 5C Req ster: - 77/1.. vo) INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. ' arCorrections required prior to approval COMMENTS: (206)431 -3670 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA T •eoflnsp PERMIT NO. Special instructions: Date called:) fl q Req est r: 8188 (206)431 -367 Approved per applicable codes. Corrections required prior to approval. Date: /22 / p Inspector: /A.. / J -�-- 0 $47.00 REINSPECTION FFE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule rinspection. Date: i. 2.: :. 4'G .. :YCa,F ',•di'. IX 2 00 U 0 Q LL W LL 0 q J QW fns `, _ H = Z I 0 Z H- ILI Ili, U a CI I—, X I•- Ot ii Z: N i. O ~' z Projec : .c kvo to r ./.._ ° 22 Ype'of Inpection: �= �t:Rga / BU'z„...• ress: j3Add7iO y3 (6.... :s C D ate c Ile _. �of /D/ Date nt : / 0 /ei in / ���' °.m. p.m. Special instructions: Requ ster: v ti "1 -15 : —S -- 3 3U - 9604 • is y :.. } .,j.: t I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF•TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188` -`. (206)431 -3670 1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ( CA- t Ca w C "r1 P j.2, rr, y,,, t r.t CC)WleI -F e \ ' 45 `nn4, 0 t � {� n p r A vin ■ C ft tij I S j2Rt -Q- C Ovt hre4- io Vi L) ll ct4 Dh: a ?P 0 I) - br , Inspector: Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: trKh'ra�'S1 �a`: •. d :ti° ?t or,-4.l s.a...ti rtl4gidi 11:-. ; i::*r`2•1 v5YYvf`1A '; k tio. a V∎ 41.4, lx uEwaui +'tF�ts.Slav,.,;,"1ir":c abilii�a4o-Iw«1J 44" to rw s +awnta * MM . to ' $a a •.ua ?,v ..xs r Spa( oti u re M U C.) 0 J CO z W r', W O LL CO I-- W ? �: O; Z I — UJ u. O �k ,W W' _ Z ` V O . z . INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670` Project: R)s evV - --L-. f 22 Address: Special instructions: Type of Inspection: / _ fra miter) TrICU Date c lied: I / 3 lied: Date Wfei01 Re uester: - p.m. P P-1"55-3n— . too t Corrections required prior to approval. COMMENTS: r y1n ti SS► rir ? >� T "1-p lM 4 I 4. 2d -Orovn tr» LUo \ , )t «a-; of t* )rt 1 � 1r0 4 1-, IVNct) (1 Q, e --error L&) t \ i .‘"0144:1 n to 1/45•7 OVPIr CaG ►rQ \I -Ply InspectoF" Date: r(Approved per applicable codes. 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: . i+: ds.. Jww�a.: a 'a.'!16r�1awai'.atiliu'.�fS5f:1: R °mot as to cwarbYns i + 4 w h ' uati zit a ;1w i? UJ UO Q W LL W O u. d z � z � w w o' U O —i I— U. o lJ l Z W : O I— Pr .'ect: Address: Specia ins ruction : Inspect° PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. P I INSPECTION RECORD` Retain a copy, with INSPECTION NO. CITY OF TUKWILA Southcenter CI ILA BUILDING DIVISION 6 Blvd, #100, Tukwila, WA 98188 so „ Ars ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule rins•ection. Date: ti`ari W , 11 � UO N a W CO IL WO g u. Q; o ` Z I— O Z I O N WW O ' ••Z V N O ~; z Project: r - k - f`AS * ev\)� e V) 2 z Type of Inspection: , b ra w t w Address: \V ' 4\ S Date called: .q S -a1 Special instructions: c Date wanted: C-02-6-0 / p.m. Requester. r � Phoge: _ ` -' ci 7 oq `��S 3 1U 1XApproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF'TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: +re 610c n C 'NC se r 4 4-loov- 6. I rn — CA ry ✓ ?7 V Pri 10.} 'or r 1 e p r?,V AP etnri �eettS sou 1 1 7: -I cLeAcAs. (T b'ci \'"teCtt,y. eon hWC` OI LAel ( 4r) T�s� u� Inspector. ��. - n t} Date: Cp g l0 V 4 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ,./..nutsraS''i�d"�".wac+�a:t: ,..•aSt`�.. «,=.�t'4�;�&. ,b �xt:�i ..emu �i.vvi�l PERMIT NO. (206)431 -3670 Corrections required prior to approval. r; {.may t n,,. y., �_ }, r Inrl - � � 1 ' • 9 }- ;vi a *: .f�fM.,ifax. w��n' vbuu�Saw., itrlroFtir fSrn�v.xr +'.'�tiikbbtica.�;Ji P ct: , -e`` -1.44- .a YP lion: Type of Ins -, 4241403 Ad ress: p -ii ` f. 3. -� , Date called:—,. / / t) ` / 1 -11 Special instructions. Date wante / 1 f /L/ /b` a.m. ED Regpester: __ !! �� Pon %cti INSPECTION RECORD Retain a. copy with permit a 1• g INSPECTION NO. C ITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981$8\ (206)431- 3670 PERMIT NO. Approved per applicable codes. Corrections requi rd prior to approval. COMMENTS: R ij m l 72,74' 1 ,, J e4 . 7 Z/1 / 9,71 Alf sae L/ � .00 REINSPECTI +NE REQUIRED. Prio 6300 Southcenter BIv ., Suite 100. Call t• ipt No: Date: to inspection, fee must be paid chedule reinspection. S,C �tis4'} �� '.',., �. s 31w y , .;p , 1^ i." . 'Sz( ;''T� ; ' r c . : ; {t . d: Tw . �`:Xli7'.�£17..",1�5"ia�a.*.` "ir.✓�,�++R�r�LcJ�4f"'I. iE 1N'xE2+ lilt{ wfMA�YI. �'!• t�.'. '��AJ6t�:ZYtY:+.�•�iWit� ]i.3'u.lit'ikk�?..,.L.,Cy�,a d1 a44wmitik ' 1;14P.Wwa' ai'.`afG+4m4u % " ik;. ' aaa W re 2 J U Oo to W NW` W0 vi z O z l—: W w ' 2 LL W Z' • O ; z Project, 5 viC' GJ -/- O T�01, ype of Inspection: A (I►' ft l A : l SO /I f'. "or .)/i7% /1,7sb `43 / s D 2)ei Z e c Iled: / 6 / Special instructions: (1) (Otl lt / yd ! 0 P . R g (fir ter: V L� , c i le o r ( r INSPECTION RECORD `►, Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd #100, Tukwila, WA Inspecto pproved per applicable codes. COMMENTS: sit0,9-ye /,7 //fl P, oL J pg J' it Ieree- - 1,4e;i 1 is ( M u G c £2 P- wq0 eceipt No: t 6300 Southcenter Blv Date: Date: (206)431 -3670 Corrections require prior to approval. } }1 $4 . .10 REINSPECTION FEE REQUIRED. Pt' r to inspection, fee must be paid , Suite 100. Call to schedule reinspection. sLP,4w1iF:n1�3na w.:r+aFa.kx,R`, 1+eN+Arn�sl�5 '"u�"" '` m ".w:t.`iauil;ui W re 2 UO . N 0 ! ' NW' W = J F- NIL' W O, � a. d i Z ` ZO 2 O N a W W 1 0 , 0 w Z O 92 0 r z Projec -e t: r u I Nt.J S.1+RttSi .. . a of Inspection: Typ o of . Address: /Zi/a y3 r �� S Date called: I f 9//0/0/ Special instructions: Date wanted: 9IIO i p .m. Requester: Ca'G Phone: 9 b INSPECTION NO. CITY OF TUKWILA DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: r INSPECTION RECORD copy INSPECTION a co with permit Retain (206)431 -3670 Corrections required prior to approval. , W//' . 17L T t'YI 5.5,r./c- ,S'dwk<.i// a/a . e /dam h/Z-1" /✓A/744154 L /1/455,24/ 4 -/ /447 /0: ze.47.4,0'P , too ∎- hr 'et 9// ,47,17 AM -r5: 5t /,v /,� My 4 / � ` /1/d `�� nth L Inspe or Date: 4i« t LVLw -i7/9/ 47.00 REINSPE ION FEE REalteCI Prior to inspection, fee must be paid at 6300 Southcen r Blvd., Suite 100. all to schedule reinspection. Receipt No: Date: p cAr +�,• % � ;��� +t A 76DYt:lk� ��ik.z..V Y�9dr / WI:.1.Y. y 7MY TLw.c.:F:`��'•CC rr��Ct...�'�t.,..x . .�L k.: .'I.LW4i .:i d:LStL:,�:.... ;....ik.. )�: t�lf 1:fl.' Fl2' Project: - 61W/14W :.U? .Z . .. ,T of Inspection: 'XTjr// e SY �FA2 ^4/t // A ss:: D ca ll d: Special instructions: Date a / � ??ted: AV 7g a.m. P.m. Reque e Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit ?f it s)wata 3 at ziat P ai>_daattc 3 Ci (206)431 -3670 Corrections, required prior to approval. COMMENTS: ,c A/sp e i4 iM1 C2cJr' 7L,,11 (? 4 T!) 14,7h4— Insp: tor: 7vt�llr'" .00 REINSPECTION EE REQUIRED. Priot to inspection, fee must be paid 6300 Southcenter Blvg., Suite 100. Call to chedule reinspection. R•ceipt No: Date• lg ^ 2 d , Date: • .14 .0okb. . M Pro'ect: 5 7�,F.�2t�/ 'vtl - G 0 r zz T e of Inspection• A 5 i&i. WALL Address:.` 13710 A/3 PL S Date c led: f, zy D/ Special instructions: Date nted f 77 7 / o/ p.m. Requester: `Ph INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: V16v• LL. ,1I 1,) M ' t 5511,r ,c4? N o � '�- cp>rin�P r o� iv fNCLA -tD r� E - ou)Pf L) \ (1 L hovs.Q) Acl i ( S ,Seri vrl INN ICAIh a, v-Ve vti re 11 O Vass J , INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Approved per applicable codes. 34 Corrections required prior to approval. Date:8 l— 0/ Li $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .r. ;vi c.. S.. ��o :.:Jsu.Sh',d.`w"ihd {:i�.V'wlrt,5.3 ...V ° Ys8 ",it!(t4 t1st';i 4$ 0 YX F:S .�R s.^}:'d.�iS•`:.V�i1A'. rA�'li� �uM11 7f: +1X1 Pr ject: ,. 1 *P✓t,_ t e W ' ,a-t- as Type of Inspec Ion: �. Q (I a....1 I / nr' • • ddress: I 7)-7 10 3' f ( ... Date called: T a or J Special instructions: ',. Date wanted. ■ IQ ( a.m. p.m. Reques erf + L ce gurkectoui (4:5:. j a.o-.. qua`. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 A pproved per applicable codes. COMMENTS: Receipt No: Da 1 4m 4 7.00 REINSPECTIO FEE REQUIRED. Prio o inspection, fee must be paid at 6300 Southcenter B,Ivd., Suite 100. Call t schedule reinspection. Date: imou Mara Corrections required prior to approval. 'iU'.G ..,i•.iiiY n : w.bhavi':iafs 6:. ...wL'kaa:.' 63,x '} �hNle. ei' ei.l i�V�+ t�+ t�+ dvA�;) JI1Ywir !'itlM.`iiakl�tta7t�ekti�v t O co 0 ; W }} ''. = O I— W Z � I-. O Z V ;O — CI I- W` 1 6, Z ! O o 1-1.4'111 � t el/ . �L' U t ' -1, Ty f Inspection: 91 d i- ' - 1 1D 1-4 P Date ce lled: S a d l o Special structions Cla vale F1Co"' Date ante: -( - a.m. nester: t r `tl Ph e: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: • Approved per applicable codes. Q Corrections required prior to approval. $47.O INSPECTION FEE QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Date: Receipt No: ra ` 1 tatl` Lltft'1afis ' ".2r' 1 i ►"t i7 f g N om. E' Y ;'",nGs�i" 5i ?'i;.'"'�.wv�ka eiia jec 4V(4 ate called: 1' Ckpii,....7/0/ Date wanted: h vl l a.m. gt ' r I Special instructions: . 2 ' p. m ` Requester: _ f / Phone: 445 /9 z (07; A pproved per applicable codes. COMMENTS: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,4100, Tukwila, WA 98188 Receipt No: INSPECTION RECORD Retain a copy with permit PERMIT NO. Corrections required prior to approval. ❑ $47.00 REINSPECT! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: R art i s i :S • ' .Lys► `.+'Yv:fi' e+`f. irL`... 1JlRb. ib" R5r7t3d!' A2�1�,) 3. Pti!'-` .a.`.lA�'..t .'`.�: �i �,itii.:�81F.v5 1 `bii4.+ttei�+bRi:fit Z rl W • U 0 ' 0 to w w= W 0 !: 2 _° F— W 1- 0; Z 1— W W t i0 Ni 0 I .. Z. U O ject• G1'�` ta. �"oS•4eE -vie o _ L -�o iei fo LAr 1 is l d ei: p `7 w s '1, �L Dade ca ed t� a- a to l Special instructions: Ti) a ted: A5 /01 p.m. 1 Regr te` Phone: ZOh , PD-1 038 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Date: 441 COMMENTS: :i b Corrections required prior to approval. 0 $4 . EINSPECTIO E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter BI d., Suite 100. Callao schedule reinspection. Receipt No: ,A 1iy en,..4 athRiz r /,ea re W 2' D. U O U) 0, ' tAW W y W 0 u- Q . z d U- I- 0. Z I la D U Nl i0 W W ' V LLI O' tl Zi 0 N _ 0 _ Z. , P�oject t'D Y V 1et,).'' 2 - T of Ins ectierf: nr n 't p p -�1 rtryS Address: 137!0 - 1 5 ate led: 1/4.) Special instructions:. ? D� -3/ ) 0 Re ue q H,Ke-- Phone: 711--03x INSPECTION RECORD Retain a copy with permit PERMIT NO. 777 77 INSPECTIBN NO. CITY, OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 A i° COMMENTS: (& s eg_ .z ? 4 2; 1 1 'eNA S 1G e 5) X1 t'1 'E r!-\J 1 F :* Inspector: IN\g„ Date Approved per applicable codes. h� �w�.WU.' >: Yi.:S�Sr`.t�.. ,� �.unGt..: 5! O1 $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: ■ (206)431 - 3670 L C� Corrections required prior to approval. wit !r a i 4ait'Y:W`.. SIT =,SYN:''':)1 .:,V414.4a4yi uG •riY altila�,tMS h�aM'i z 1 W 6 J U O 0 ; u) 0 ' to W W J H.. W 0 g u- <. Vi a' ; I-0' • z • M 0 O I- W W' LL H _Z W u y 0 1 z INSPECTION RECORD Retain a copy with permit CTION NO. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Type of Inspection: Projec Address: r Date called: 1 / / 3 71 D S 37/4 s� Special instructions: Date wanted II a.m. p.m. Requester: 5 COff 74drirl0 Phone: COMMENTS: 144 5 /LA 4 57-- RPM/► 1/ s- c . of( Approved per applicable codes. (206)431 -3670 Corrections required prior to approval. Inspector: v Date: J�z 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Y,L? t: °iS11Ya' f4t� >K,ikf+YX�i' Kh� ,$Jd +t1,F4n't a ct u':,sK a..z,vz dv 3:sr %n, 141utho Sig pre FINALAPP.FRM City of Tukwila Fire Department Project Name F ' Needs shift inspection Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: r TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Address V7 _ � - , d 1 4 4 Pt - s Retain current inspection schedule Approved without correction notice Approved with correction notice issued Rev. 2/19/98 Permit No. Steven M. Mullet, Mayor Thomas I? Keefe, Fire Chief b UDO t97 b 2000 -500 Suite # i ‘1 • .../ ' Date/ T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575.4404 • Fax: 206. 575.4439 Jamieson Consulting Job No. 20181 RETAINING WALL FOR FOSTERVIEW ESTATES TUKWILLA, WASHINGTON RECEIVED CITY OF TUKWILA PERMIT CENTER I EXPIRES 8/23/0/ I 5 /Z oo 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 0 w u. W 0 J = E Z ,0 Eti I- w 0, z; 5 '- 0 z JC J4MIESON CONSUi.ING Consulting Engineering & Project Man:gen:en: 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 1 ' 1 5) 803.2581 • FAX 425) 803.3289 INPUT NAME OUTPUT 35 EFP 0.267 4.67 50 0.67 0.67 0.67 0.67 Cf a w4 w toe heel H Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu W w2 w3 x1 x2 x3 x4 5.34 2.01 1,495 1,732 0.67 0.42 1.34 499 207 1.519 888 1,349 1,010 1,094 375 467 202 1.67 1.00 1.00 1.00 UNITS COMMENT # /ft3 ft # ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft yr # - ft # - ft #. ft # # 4' yr ft ft ft ft 0500 1 , =5 XS/ lulu = If O K' d= 4 A C � Fco17N& spos dole/z. ( d . : 1 6 " 3 ,03(7 ,1u= 143/ 14.1 2/ JCE NAME F5/ e. — VEW JOE NO. 20/ 81 w 17%) . TYPICAL CANTILEVERED RETAINING WALL GATE SHEET NO. 1 CF S 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 g II (4#4 rop S ti Sri 111( 414 /01'0, C, Cdr z r// W r-/ 4J cl('o,c, 4 35,25 (3) #4 co4. Jr 3 "CLE4 z C4 • -J C.) U O U) 0 N co u. w O u_ Q. to D C/ Z LLI O N 0 1- w U l ! Z ; U 0H z C JAMIESON CONSUL NG 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 NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w t toe heel Lf fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu w1 w2 w3 x1 x2 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 ZSG0Fs/ 40 Ks/ M1=/S AP/t) 5FEEL ! Cot 5PAt'V Fox SG o.442- a 2311 y /v = 20,5 zo, 3(1z� LAW= /= �,76/S) 228 JOB NAME JOB N0. 2 DATE TYPICAL CANTILEVERED RETAINING WALL COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness .Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing SHEET NO. Z OF BY La (rroP 111 �II(= =1 1 •4J c/6to.c, / r; Ori 5 I %' -FAz C3) i¢coAlr o O_ co o; w w 0; g -J = w F— 0" Z 1--' V IL O. z 0 u) 0 z JC JAMIESON CONSUL NG Consulting Engineering & Project Management 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 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 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 UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 #1ft2 ft ft ft # - ft # - ft # -ft ft ft ft l 507,/No," / E2O7? IG SPAA15 Location of resultant force 1 1 aw p i i= 40 /'51 ,O M = ,6,7g/ d 4= 0,3,)/ `f Gv g'' o, . P/t/r) "Al " ¢6410,c, Mu- /,99 6 '4' /--,1o,E IZONT7 111=46=11 FosrEmin 5W zo JOB NAME JOB NO. OAT! SHEET NO. 15° 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 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 IEl (Z)4k MP V OF 446 I fz 2 4 jos" orc, 5)44 ccclir 2)@ Toe `Z.,3`GGA / n /0" -Q 8 it /Q � U U 0' � o cow w O N Da 1- 11J O `, r Z f- ; D U ? ' i0 - o H w w , • HU IL. ~O Z ` UJ U L z 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 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 25c Psi 6/ =* Ksi Z K d � s ° a 3 7 /,ti z / • F/4'D rOg- # 4 Gr /2" c, 245" 5'.Z5' 'CP11/ SP,ei? J$ #0,ZZ , L = 22 14= 4,4-' , = e" d= 4 s % pr3 /% Z () 4 . JCS NAME rODT JOS NO. 20/6/ EY 7). OAT= SHEET NO. ¢ OF OUTPUT UNITS COMMENT #1 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 ft ft ft Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing U (3) 8 /DP 10' 1=4/ III =III I' 1 `b.c, -� 1 4 C 12 gotc, js6/ c 4- x3 - 0/2 "O,C1 (7) ,44 caN 3 / a 2 -0 JAMIESON CONSULS ING Consulting Engineering & Project Nancgement 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 ^ R) 303.2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT 35 8 0.67 0.67 2.08 0.67 NAME OUTPUT EFP a w t toe heel Lf fs fs2 Lf /3 X 2Lf /3 FS Mot Mr Mu w w2 w3 x1 x2 x3 UNITS # /ft3 ft ft ft ft ft 8.00 ft 3.42 ft 1,314 # /ft2 1,406 # / ft2 1.14 ft 0.85 ft 2.28 ft 1,120 # 1.507 2,987 # - ft 4,501 # - ft 5,077 # - ft 1,787 # 643 # 800 # 343 # 3.08 ft 2.41 ft 1.71 ft Z5m ,r •i = 10 gs' /J/' 5, a 4't , = o.37/ci fi 4s t `citC, F /ND Foz #4s i4 045K' 6Z5 (fr JOB NAME JOB NO. C DATE SHEET NO., 7 CF 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 { s r' k OO5T ` LV1E1w Zo /e W 3c- z N � e .0 • • EY f' • • el Z e e" J III=415 .4 4 /2 / O, C, fi 4&10 ' c, '�'a"CIXAg .04 ( co)r • JC JAMIESON CONSU_ ING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B•1 • KIRKLA,ND WA 98033 (425) 803-2581 • FAX (425) 803-3289 INPUT 35 10 0.67 0.83 2.25 1.25 - 2500Fsi NAME EFP a w toe heel Lf fs fs2 Lf /3 X 2Lf /3 FS Mot Mr Mu W w2 w3 x1 x2 x3 10.00 4.17 1,811 1,932 1.39 1.04 2.78 1,750 1.539 5,833 8,979 9,917 3,019 1500 1001 519 3.54 2.58 2.08 # - ft # - ft # - ft ft ft ft 40 K- *4 bo / S/ 144 9,92-'`' d= 6" 4 = 0,4/ s 6f2<oD 43 FIND f L" o,2 iu 2,65"' 6,Z5/ JOB NAME _,Fit'S 7r ' �E W zo / e JOB NO. DATE CANTILEVERED RETAINING WALL W/ BASE SLAB OUTPUT UNITS COMMENT # / ft3 Equivalent fluid pressure ft Height of earth above base slab ft Wall thickness ft Footing thickness ft Length of toe ft Length of heel ft Overall height of equivalent fluid ft Total footing width # / ft2 Soil bearing if X is in mid 1/3 # / ft2 Soil bearing if X is not in mid 1/3 ft ft Location of resultant force ft 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 4 , . 1›.1 2 "'" SHEET NO., a OF 44 Top (UE!(( 1 ar 4.4/0 (/Z t W «^ S� G 00 e "o,c. T 4 x 2'0'' &- /( 'tor C . • cavr k ce uw; � U) 11J J w 0 ' u_< w O z U N ' ' 0 F_s 111 u - W V = . O ff'' z JC JAMIESON CONSULL'ING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B•1 • KIRKL4.ND WA 98033 r •^i) 803.2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL WI BASE SLAB INPUT NAME . 35 EFP 12 a 0.83 w 0.83 t 3.17 toe 1.25 heel Lf fs fs2 Lf /3 X 2Lf /3 F FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 . z o 7W • /7z"` ds" T7 VK/ /iorc, OUTPUT UNITS # / ft3 ft ft ft ft ft • 12.00 ft 5.25 ft . 1,850 # / ft2 1,954 # / ft2 1.75 ft 1.35 ft 3.50 ft 2,520 # 1.527 10,080 # - ft 15,397 # - ft 17,136 #- ft 3,948 ' # 1800 # 1494 # 654 # 4.63 ft 3.59 ft 2.63 ft �D - 44- Ks( 4i5 4 = o,53,4/ ' FIND " if / Fog 4 4 e (2 r o.C. ) O Mu= 3 JOSNAM "e FO rC :V /EW JOS NO. 20 lel BY 1,4 Z OAT_ SHEET NO. 7 OF COMMENT Equivalent fluid pressure Height of earth above base slab Wail thickness Footing thickness Length of toe . Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (1K pcf) Weight of wall Weight of footing • • (Z)4 4T 064 If ‘ g120,4 4ee"o,c, :sJ &Goat. ax 60 .1L4 3!ou /Z'o,c, (6) #4 CoNT, ..�' 3 rCL2 / r/ / r/ /D / -3 JC JAMIIESON CONSU.._ 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 and 50 psf vehicle surcharge INPUT 35 12 0.83 0.83 3.33 1.83 NAME EFP a w toe heel Lf fs fs2 Lf /3 X 2Lf /3 F FS Mot Mr Mu w1 w2 w3 x1 x2 x3 OUTPUT UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft 12.00 5.99 1,981 2,059 2.00 1.61 3.99 3,120 1.584 13,680 # - ft 21,667 # - ft 23,256 ' # - ft 4,966 # 2727 # 1494 # 746 # 5.08 ft 3.75 ft 3.00 ft Location of resultant force -Fc x 5/ 14. 60 ,est S 4/zs,'a' f75 74fitiz/ 55 RAID A' Fox 41- 4 & /o'o s.3/ k � � = l/Il0 COMMENT Equivalent fluid pressure Height of earth above base slab Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120�f) Weight of wall Weight of footing ‘1•\)9“:0' occv.' g- JCS NAME JOB NO. CA E SHEET NO. OF 6 • 1(911513M°. ,„„exttl40#19110:1,MIK,94,1%.**A1455~INC4100P.POW•wtfts.,Mi.r..., or ',V Zd /St SY ',J'L Q • • • J • 4- ro p vS. • { 4° 4' /I z Um a � . U 0O N 0 ' w F w0 . F. F- w I-0 Z I- 2 p' 0 c o I 0 w I B z 1 O , z U N ' 0 1•- . z .... JC 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 Z 7 u _ 3,9 d---- " 4 0.3,dZ- .4e_BnOrc, • I /�D �� „ Foe � # /6/b,c, . /4 /I99 / INPUT 35 0.267 JAMIESON CONSL..arING Consulting Engineering & Project Management 7.33 50 0.67 0.67 0.67 2.50 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT EFP Cf a w4 w toe heel H Lf fs fs2 Lf /3 X . 2Lf /3 F Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 8.00 3.84 1,788 1,789 1.28 1.26 2.56 1,120 221 2.416 2,987 7,215 3,906 3,368 2199 733 386 2.59 1.00 1.92 1.00 /tJEDJ/l& Vii, 5P47Vs VVT OF PA4s/ i/ UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft Ks JOB NAME JOB NO. DATE COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing / O lt �- J 3 0 tt e..02. } 1 SHEET NO. OF n / (2)444- TAB • (11 i/-e e 4&iono,c, 7z /Cz et-Leflac, 4) 3-'ot@ 8'o, c, (5) cam • BY z ; uJ re 2 U>. O0 co w Lu J ri. W O' Q CO d > I- Ili Z I- 0 Z Dr 0 N D Hi W I U: u_ � - _ w z z JAMIESON CONSULTING JOB NAME ..J C Consulting Engineering & Project Management JOB NO. BY 9 01 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 DATE SHEET NO. OF TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 0.267 Cf Coefficient of friction against sliding (includes Factor of Safety of 1.5) 9.17 a ft Height of earth above "base" 50 w4 # Weight on top of wall 0.67 w ft Wall thickness 0.83 t ft Footing thickness 1.00 toe ft Length of toe 3.67 heel ft Length of heel H 10.00 ft Overall height of equivalent fluid Lf 5.34 ft Total footing width fs 1,854 # / ft2 Soil bearing if X is in mid 1/3 fs2 1,885 # / ft2 Soil bearing if X is not in mid 1/3 Lf /3 1.78 ft X 2.01 ft Location of resultant force 2Lf /3 3.56 ft F 1,750 # Total horizontal force Fk 236 # Net sliding force per foot FS 2.950 Net factor against overturning Mot 5,833 # - ft Overturning moment Mr 17,206 # - ft Resisting moment Mu 7,647 # - ft Ultimate moment for concrete desig W 5,670 # Total weight on footing w1 4038 # Soil weight on heel (120 pcf) w2 917 # Weight of wall y c____ w3 664 # Weight of footing x1 3.50 ft x2 1.33 ft x3 2.67 ft x4 1.33 ft Z= Z O2 F , 4o0 765 /45= 0,47/4/ A 4 e 5"orc, ,N AID W peg 4 4 /o'o, c, 4h 3i7' 675 ti0 410 sLZ)fNG FcormIG SPA -k go vZ, N -r oP P4Gs/V& • rIk"ctatt2- X4-1_&5 t s'4K3- '0"6 IDO,c, s. (&» 4 coAJr 3 L 8 "(Nrs) fi mo w' 00 u)o cow J LL w u. U 0, H = .. Z F-0 Z D p` U N : 0 0 H; w w I — LL H — 0 iii z .; U N: z jc JAMIESON CONSUMING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803 -3289 INPUT 35 0.267 11.17 62 0.83 0.83 1.50 4.67 TYPICAL CANTILEVERED RETAINING WALL NAME EFP Cf a w4 w t toe heel H 12.00 Lf 7.00 fs 1,850 fs2 1,969 Lf /3 2.33 X 2.91 2Lf /3 4.67 F 2,520 Fk 228 FS 3.476 Mot 10,080 Mr 35,033 Mu 13,821 W 8,584 w1 6260 w2 1391 w3 872 x1 4.67 x2 1.92 x3 3.50 x4 1.92 -�� Z F'l � = 4O ,s/ �o Ks, (s) /3 1-8'1 /k o14/ . 5 c 9 b. c, (") 641r) t ili 2 . 4 -9 "or c, /V/ / 775' �D it/7 .on/g& 6PAN5 hbzl Z, 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 ft ft ft ft ft ft ft # /ft2 # /ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft JOB NAME JOB NO. BY DATE 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 (204 TOP Ell( 11 I44&8 1 frc. �---, 4. I , n log 4 -8 (Nr5) 00, 00 W= J 1— CO IL wO g Q; co = w ~_ z �.. Z F— U O co, !w w '; = V i Z rn F - - F = . 0 . z ILA ) 701L-ER A PC11-1 October 2., 2001 Sincere Dujardin Development Co. Attn: Gary Bumstead P.O. Box 1059 Snohomish, WA 98291 RE: Fosterview Estates, Plan #2060 KAPS Job # 99085.22 Dear Gary, Our office has reviewed the above referenced project in connection with the inspection record 202 dated 9/26/01. Item #10 calls for clarification regarding a beam -to -beam connection, and joist hanger connections. Our office has specified a 2 x 11 %" PSL rim at the cantilevered joists' conditions over the garage. This rim joist is specified as a 2 to allow proper nailing as a shear transfer mechanism. The bottom plate of the wall above spans across the rim joist and each cantilevered joist. Therefore the vertical load transfer is not critical, and normal joist hangers suffice. At the end condition, or beam -to -beam connection as the inspection record calls, an L90 is sufficient for this connection. From a lateral standpoint, the vertical wall diaphragm transfers the load to the bottom plate of the wall, and through the nailing pattern of the bottom plate to this rim joist the loads are transferred into the horizontal plywood floor diaphragm. Therefore it is not required that any of the hangers transfer horizontal shear. After review of the loading and the walls, we have confirmed that the vertical shear load in the wall matches the horizontal load in the floor, and no further detailing is required. Please provide this letter as substantiation that our office has reviewed this condition and clarified it appropriately. Should you have any questions or comments, please do not hesitate to call. y, enn S. Steiner, Architect Kappler Architects, P.S. your C U w p I C r i 0 in c 1) tl it II ill t) r t s o tI r C C 7117 ERED ; IT "CT 1 S. INER STATE OF WASHINGTON RECEIVED OCT - 4 2001 BUILDING DEPARTMENT 14311 SE 16th Street .'Bellevue, 'WA 98007 1.800.888.4517. (425)641.53 .fax: (425)641.53 C0901_108 Rim Attachment, Plan 112060 (99085.22).doc WWW.kayJlferf ortley(itu.COttt D Ui 0 0: 9 w 0 : < � � IO W; Ct Zo 0 N ;O ' UJ 1- V , • LL Wile' February 27, 2001 John Kappler Kappler Architects 14311 SE 16 Street Bellevue, WA 98007 Dear. John, Sincerely, L >� _. kAD Jim Morrow Public Works Director City of Tukwila Department of Community Development Steve Lancaster, Director RE: Request for Release of Phase B Building Permits If you have questions please call me or Nora Gierloff for additional clarification. I 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 ha.: been coinpletc:d for areas 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. cc: Nora Gierloff, Associate Planner Joanna Spencer, PW Engineer \ \TUK2 \VOL3\HOME\NORA\FSTRVIE W\Phase B. doc Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206 - 431 -3665 Test NO. Test Location tit q sr, 'pp∎ s.o sivr. COOlgai on Osnsdr •pCFI ■ •a� •• Comps:1Z 2 i Remarks 382 IOS o . _. } ZZ ,_. SG CD OA hi S' 9 wuf o eZZ, 6 - ': _., 383 I. .. • 66t - 5T) sox 117.9 9r .1oN.1o�� 07/03/2001 10;37 FAI 42S $21 4'M TERRA ASSOCIATES Project. Location; Weather: a .�, 144 1 22. TERRA ASSOCIATES, Inc. Geotechnical Consultants (425) 521.7777 Present M Sits: M t/ Fie d Density Test Data Copes To: Daily Field Memo Project No, . /PC' MOM No. iho Oate 7-2 . 01 Subleci :. LOr 22 AA A' Contractor: S 7 o) 4.07>0 A,4 t{(J(?UiIUUL ep, e 4. lid' 22 0e. �x?p 4'IL 1.4P S Sr .art Wet c �: .. /e�n� hire,' • /ei 2/ 2 Z a. J . si Cr-o RECEI i : TUKWILA PUBLIC WORKS lewe Dzxo 2q4? •aF. t±q:Nit' lNR�7+1RM!e4.�i :. ww_,�r.� 4,,z1t+.w"- �?t',F.= q,..*r� • , gnR�'� ...t .. ...__._.w.....:x��a.^xc^a�^? wp.+r "'°"snx .'�'�fJ3'1�Rk�tr' Test No. Teat Location Ospirs - s 0 a co':m x� an, ocFt c, mo;ci a �'. Remarks 382 _ �, 6Gi Da 04 iii.s 6.", ?2 38 3 coi. lt) E of' W. . •. ,., a1• to •S" 1i7.9 la • rr 07/03/2001 10;37 FAI 428 $21 4 TERRA ASSOCIATES Project. .ocation; Weather: REC FWED II IS" SunMAJ 194 0'22 TERRA ASSOCIATES, Inc. Fe; CIA.) - Ti .. t.A eo Ceocechnical Consultants (4251 0211.7777 Present M Slot sl 4e Irre eta 4 ,•.A... Field Density Test Data COpIe5 To: Subject; k(juuc /UVS Daily Field Memo Project No, , 157 Memo No 110 oat. 72-01 Lor 22 £4e+s6 Contractor: aglow: ALAI eteah JUL TUKWILA PUBLIC WORKS D2 XO• s i?e Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish,: Washington 98291 ()2anv- z' TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Subject:. Final Report Earthwork Observation and Testing Fosterview Estates, Lot 22 Tukwila, Washington Reference: Plan Review, Fosterview Estates, Lot 22, Terra Associates, Inc., dated June 16, 2000 October 12, 2001 Project No. T- 1515 -2 Dear Mr. Fowler: As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 22 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, andKappler 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 22 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. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 - 7777 • Fax (425) 821 - 4334 • terra@terra associates.com plEBIEEMmenumetlamtamtvim SritW j m 131}0 +.u s:3akvdeidariit aaU,. Mr. Bill Fowler October 12, 2001 This work was performed, and this letter was prepared, specifically for Company. We trust the information . presented is sufficient for your current needs. If additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. Bernar¢Wrt ll ,.T_ St446gM „ i 1 utail;P E y Principal 17 BPf1AB:�e n Examination Report (1) yt,—;7 Egp ing Excavatt� cc: Mr. John Kappler, Kappler Architects 2.1 (Di the use of Dujardin Development you have any questions or require Project No. T- 1515 -2 Page No. 2 FOOTING EXCAVATION FIELD CONDITIONS NOTED r '„[: q,,,7_,o ,4S <.,-,ILS E K ,,..N Arz-E OFws5 s 1 NLLti � A. — u_ t 1L Eft 0 ,3( NPrI -1 v E J Y, , t r), tvf. Sc l t_ S Coo ri xd r-- S A-R £ .P-tt.F E /1,.-7, w 66( Z. ?JO Gcs■sE TERRA ASSOCIATE w 7 . - ' . 44 , ,� S, Inc. ; .1 \ .;, �` •_ » Geotechnical Consultants 4.d " s " "�` 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED tM [ , , Z9, 7_c'c I PROJECT NO. ISIS — '2_ PROJECT NAME: c.->STEfU,, j CONTRACTOR: D, gtkczr)■ N DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: LyT 5 Z.- 2— + z NOTES: •r. n'Z 3 A¢ AO h- QuAr£ P ? Zoc.)? PS F ,x-. t;A, oA u'ry IF()fJ Coti U1 Z,, Tcc ( tT nrx, s opi r��vrJ Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. SIGNATURE ,4A-r-riks TERRA ASSOCIATES REPRESENTATIVE 0FJQ1 UN PROJECT LOCATION: I r REPRESENTATIVE: f(r1A:l'r STEAh COPY TO: Cr1AR'r siTE, 1Z . 5 vO co 0' W W, W 0 ' g J u- Q; = d , W I- 0 Z 1 ILI � p l U O N 0 I— W w: F_ U Z 11J 0 ~. Z Kappler Architects P.S. VERSION 07.0 INCLUDES 3!TORY Job No. 99085 -10 Date 2/22/00 SPM Lateral Analysis for: Dujardin Plan #2060 LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PARAMETERS SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR SF, PLATE HT. MAIN FLOOR SF, PLATE HT. LOWER FLOOR SF, PLATE HT. OTHER SF, LONG / SHORT WALL WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION 9908510_1997-9 Lateral analysis worksheetl.xls RECEIVED Tukwila, WA CITY OFTUKWILA 1133 927 PERMIT CENTER 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 #N /A OTHER (Roof+ 1/2 Floor) KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 Long Wall 80 0.36 1450 12 15 10 14.0 9.0 0.0 0.0 NOT VALID UNLESS STAMPED" "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF (for rho factor) FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default "WET 32 PAGE 1 reg C.) O CO O LL W D. _ ° I—=, Z 0 Z 111 tu, V O: 0 N . OF W : cy u. - 0 ll. •Z co 0 WALL HEIGHT Ce Cq qs Iw 0 0.00 0 -15' P= 0.62 1.3 16.40 1 13.22 PSF 20' P= 0.67 1.3 16.40 1 14.28 PSF 25' P= 0.72 1.3 16.40 1 15.35 PSF 30' P= 0.76 1.3 16.40 1 16.20 PSF 16.20 227 13.22 119 0.00 0 0.00 0 REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability/Redundancy Factor: P = 2 - ( 20 / ( r max ((sq. root of As))) VALUE USED where: As Ground floor area of structure AB r max = Max element - story shear ratio square root r max = r i / story shear fl= element story shear x 10 / lw element shear Iw (LENGTH) P= T i story shear r max = ( 1167 1 8507 I -1.83 DESIGN CRITERIA FOR WIND ANALYSIS WIND PER SECTION 1618 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor VALUE USED Ce = Cq = qs = Iw = 0.62 1.30 16.40 1 therefore use WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) 9908510_1997-9 Lateral analysis worksheetl.xls ri= 350;... 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 WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 14.0 (P) Upper Floor (Main walls) 9.0 #N /A 0.0 #N /A 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 PSF 1450 38 11671 0.14 I PLF SF # FT # FT # FT # FT 5/23/00 PAGE 2 W' oO ? u „ 0 W w O q �� -J; u- d H W, z ►= o ' z 1- Uj Dp 0I - ` W - V j - O lL z O z (P) Roof (Upper walls) 12 1133 SF 13596 ADDITIONAL LOAD 0 1133 SF 0 S / S EX. WALLS 10 84 8 6720 F / B EX. WALLS 10 64 8 5120 INTER. WALLS 8 74 8 4736 Roof (Upper walls) 30172 18 543096 543096 0.6644 5652 Upper Floor (Main walls) 30481 IPAppI FIVARa ITFCT §1 0.3356 2855 #N /A 0 0 RFI I FVII1: WA 817425 0.0000 0 (P) Upper Floor (Main walls) 15 927 SF 13905 S / S EX. WALLS 10 84 8 6720 F / B EX. WALLS 10 64 8 5120 INTER. WALLS 8 74 8 4736 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 30481 #N /A 15 0 SF 0 S / S EX. WALLS 10 84 0 0 F / B EX. WALLS 10 64 0 0 INTER. WALLS 8 74 0 0 #N /A 0 #N /A 12 0 SF 0 ADDITIONAL LOAD 0 0 SF 0 S / S EX. WALLS 10 0 10 0 F / B EX. WALLS 10 0 10 0 #N /A 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16bQ, 16N BASE SHEAR: Vb = ( 3.0 x Ca / R ) W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load DEAD LOADS STORY SHEAR VALUE USED Z= R= Ca = Rw= Rw= BUILDING LOADING 0.3 5.5 0.36 8 6 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W 9908510_1997-9 Lateral analysis worksheet1.xls 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSFI LONG WALL ISHORT WALU WEIGHT TOTAL WEIGHT W= 30172 # 60653 TOTAL FLOOR Fgag411i3320 1360521 *load reduced by half due to plan configuration of front wall being concrete Not included in total BASE SHEAR: Vb= 0.1964 60653 11910 WORKING STRESS WOOD DESIGN 1.4 I 8507 1# Wihi / sum Wi hi (Plate Ht.) Wi x hi sum Hi x hi Wihi Vi 8507 # /23/00 PAGE 3 +rp».in.agr,+nn. SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON ROOF DIAPHRAM SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A #N /A 161 105 0 0 Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS @ 227 # FT WIND GOVERNS @ 346 # FT #N /A @ #N /A # FT CHECK TOP CHORD M= T =C= 2 -2X4 10.5 ';' ,0 833,5' '23 2 -2X6 16.5 68 �e__ 16d 1.33 #FT #FT # FT #FT 9908510_1997-9 Lateral analysis worksheetl.xls SEISMIC FORCE WEI IRO #FT 36400638.47 1137519.952 ALOW.Ft= 525 1.331 698.2510K 143.64 # /NAIL 7919.24 NAILS 550 1.331 731.50 # /BOLT MIN BOLT SPACING @13 "2378 FT O.C. 790 1.331 1050.7 # /BOLT MIN BOLT SPACING' " !3'99J FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 696747.0573 8507 (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) #N /A #N /A Not included in total 161 105 0 0 227 119 0 0 #FT #FT #FT #FT # FT # FT # FT # FT 5/23/00 PAGE 4 w•, u5.47 ,1,1 gy W% U 0)O L -91 = • ? w O' LL N Z Z O'; W UJ} D Of U 10 —I W w . H 1 = Z . U w Z V W h Wh F Roof (Upper walls) 8507 30172 14.00033333 422418.0573 5158 Upper Floor (Main walls) 8507 30481 9 274329 3350 #N /A 8507 0 0 0 0 #N /A 8507 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON ROOF DIAPHRAM SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A #N /A 161 105 0 0 Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS @ 227 # FT WIND GOVERNS @ 346 # FT #N /A @ #N /A # FT CHECK TOP CHORD M= T =C= 2 -2X4 10.5 ';' ,0 833,5' '23 2 -2X6 16.5 68 �e__ 16d 1.33 #FT #FT # FT #FT 9908510_1997-9 Lateral analysis worksheetl.xls SEISMIC FORCE WEI IRO #FT 36400638.47 1137519.952 ALOW.Ft= 525 1.331 698.2510K 143.64 # /NAIL 7919.24 NAILS 550 1.331 731.50 # /BOLT MIN BOLT SPACING @13 "2378 FT O.C. 790 1.331 1050.7 # /BOLT MIN BOLT SPACING' " !3'99J FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 696747.0573 8507 (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) #N /A #N /A Not included in total 161 105 0 0 227 119 0 0 #FT #FT #FT #FT # FT # FT # FT # FT 5/23/00 PAGE 4 w•, u5.47 ,1,1 gy W% U 0)O L -91 = • ? w O' LL N Z Z O'; W UJ} D Of U 10 —I W w . H 1 = Z . U w Z a b c d 0 0 0 0 #NIA #N /A #N /A #N /A 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load 2271 #N /A Ht. 8 Mo= Wall(DL) O Roof (DL) u re 2/3DL Mr= TRIB.LENGT REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR TRIB.LENGTH Load 227 Ht. 8 Mo= Wall(DL) O Roof (DL) LL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR TRIB.LENGTH Load 227 Ht. 8 Mo= Wall(DL) 2 Roof (DL) 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED TRIB.LENGTH UPPER FLOOR Load 227 Ht. 8 Mo= Wall(DL) Roof (DL) 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED 9908510_1997-9 Lateral analysis worksheetl.xls WALL SEGMENTS a 7 4.5 4083.30 360 210 855.00 717.40 NA 4.5 4083.30 360 210 855.00 717.40 NA 2.5 2268.50 200 150 291.67 790.73 NA 2.5 2268.50 200 150 291.67 790.73 NA 113 a a b b c c 18 3.25 5444.40 260 1275 1662.92 1163.53 CS16 -30 4.25 7119.61 340 0 481.67 1561.87 CS16 -30 • 12 20102.42 960 0 3840.00 1355.20 CS16 -30 0.00 0 0 0.00 #DIV /01 #DIV /01 209 Blarnial b c KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 d d d SHEAR V WALL TYPE MIN PLATE NAILING #N /A INC O.C. MIN PLATE NAILING 15 INC O.C. MIN PLATE NAILING 8 INC O.C. 17 6495.08 320 1152 1962.67 1133.10 CS16 -30 10.5 17049.58 840 2784 12684.00 415.77 NA 0 0.00 0 0 0.00 #DIV /01 #DIV /0l 4.5 7306.96 360 1248 2412.00 1087.77 CS16 -30 203 MIEMI MIN PLATE NAILING 8 INC O.C. 5/23/00 PAGE 5 I a b c d 12 0 0 13.5 6832.19 0.00 0.00 7686.22 960 0 0 1080 336 0 0 372 5184.00 0.00 0.00 6534.00 137.35 #DIV /01 #DIV /01 85.35 NA _ #DIV /0! #DIV /01 NA FRONT TO BACK UPPER FLOOR TRIB.LENGT Load 227 Ht. 8 Mo= Wall(DL) c7 Roof (DL) 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED 8 UPPER FLOOR TRIB.LENGTH Load 227 Ht. 8 Mo= Wall(DL) Roof (DL) 2/3DL Mr= U REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR TRIB.LENGTH Load 227 Ht. 8 Mo= Wall(DL) Roof (DL) 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR TRIB.LENGTH Load 227 Ht. 8 Mo= Wall(DL) Roof (DL) 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED 9908510_1997-9 Lateral analysis worksheetl.xls WALL SEGMENTS a 12 14 3.5 4680.28 280 1080 1586.67 883.89 CS16 -30 3.5 4680.28 280 1080 1586.67 883.89 CS 16 -30 16046.67 960 0 3840.00 1017.22 CS16 -30 0.00 0 0 0.00 #DIV /O! #DIV /0! 167 (ONE SIDE) a b a b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 d d d SHEAR V WALL TYPE MIN PLATE NAILING 24 INC O.C. MIN PLATE NAILING 10 INC O.C. I. #N /A #N /A 0 0 0.00 #N /A #N /A #N /A 0 0 0.00 #N /A #N /A 0 #N /A 0 0.00 #N /A #N /A _ #N /A 0 0 0.00 #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 10 20 9306.67 1600 528 14186.67 - 244.00 NA 0 0.00 0 0 0.00 #DIV /0I #DIV /0! 0 0.00 0 0 0.00 #DIVl01 #DIV /0! _ 19 8841.34 1520 504 12818.67 - 209.33 NA 58 1Met41601 MIN PLATE NAILING 30 INC O.C. 5/23/00 PAGE 6 UJ o O N � to W W =; u. W O' 3 ; C W Z O Z 1- al 111 U � . (0 0 F- W H • U. O; u z, i U( O 'T I a b c d 2 1.5 1.5 0 9436.97 7077.73 7077.73 0.00 320 240 240 0 0 0 0 0 213.33 120.00 120.00 0.00 4611.82 4638.48 4638.48 #DIV /0! STHD14 STHD14 STHD14 #DIV /0I RIGHT TO LEFT MAIN FLOOR TRIB.LENGT Load 227 Ht. 8 Mo= Wall(DL) 0 Floor,Roof(DL u 2/3DL Mr- REACTION T =C HOLDDOWN REQUIRED 13 MAIN FLOOR TRIB.LENGTH Load 346 Ht. 8 Mo= WaII(DL) O Floor,Roof(DL u� 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGTH Load 346 Ht. 8 Mo= o WaII(DL) 2 Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGTH Load 255 Ht. 8 Mo= WaII(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED 9908510_1997-9 Lateral analysis worksheet) .xls WALL SEGMENTS a a a b #N /A #N /A 0 0 0.00 #N /A #N /A #N /A 0 0 0.00 #N /A #N /A _ 0 #N /A 0 0 0.00 #N /A #N /A #N /A 0 0 0.00 #N /A #N /A #N /A F TM 1 1J b b c C c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 d d d SHEAR V WALL TYPE LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 3 INC O.C. MIN PLATE NAILING #N /A INC O.C. 20.5 3.25 8991.21 520 0 563.33 2593.19 STHD 14 RJ 4.25 11757.74 680 0 963.33 2539.86 STHD 14 RJ 9.5 26282.00 1520 0 4813.33 2259.86 STHD 14 RJ 3.5 9682.84 560 0 653.33 2579.86 STHD 14 RJ 346 MIN PLATE NAILING 5 INC O.C. 15.5 2.5 6729.66 400 1902 1918.33 1924.53 STHD 14 RJ _ 3.25 8748.55 520 2640 3423.33 1638.53 STHD 14 RJ 3.25 8748.55 520 2640 3423.33 1638.53 STHD 14 RJ 2.75 7402.62 440 1248 1547.33 2129.20 STHD 14 RJ 336 MIN PLATE NAILING 5 INC O.C. 5/23/00 PAGE 7 1 a b c d 11 4.5 4.5 2.5 10820.19 4426.44 4426.44 2459.13 880 360 360 200 960 312 312 588 6746.67 1008.00 1008.00 656.67 370.32 759.65 759.65 720.99 NA STHD 14 RJ STHD 14 RJ STHD 14 RJ FRONT TO BACK MAIN FLOOR TRIB.LENGT Load 346 Ht. 8 Mo= WaII(DL) Floor,Roof(DL 2 /3DL Mr-• REACTION T =C HOLDDOWN REQUIRED 8 MAIN FLOOR TRIB.LENGTH Load 346 Ht. 8 Mo= WaII(DL) Floor,Roof(DL v 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGTH Load 346 Ht. 8 Mo= Q Wall(DL) Floor,Roof(DL 2/3DL Mr-• REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGTH Load 346 Ht. 8 Mo= WaII(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED 9908510_1997-9 Lateral analysis worksheetl.xls WALL SEGMENTS a 14 19 30036.57 3040 0 19253.33 567.54 NA 5.5 8694.80 880 0 1613.33 1287.54 STHD 14 RJ 0 0.00 0 0 0.00 #DIV /0! #DIV /0! _ 0.00 0 0 0.00 #DIV /0l #DIV /01 198 a a b b #N /A #N /A 0 0 0.00 #N /A #N /A #N /A 0 0 0.00 #N /A #N /A #N /A 0 0 0.00 #N /A #N /A #N /A 0 0 0.00 #N /A #N /A #N /A b c c c 10 23 15519.54 3680 1128 36861.33 - 927.90 NA 15 10121.44 2400 408 14040.00 - 261.24 NA 0 3 0.00 0 0 0.00 #DIV /0! #DIV /01 2024.29 480 624 1104.00 306.76 NA 84 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 i llegaMaisseu............ 101 N V YM VAIWW 410141949 trtrit � d d d SHEAR V WALL TYPE MIN PLATE NAILING 14 INC O.C. MIN PLATE NAILING 9 INC O.C. MIN PLATE NAILING #N /A INC O.C. MIN PLATE NAILING 20 INC O.C. 5/23/00 PAGE 8 w r6m . 0 nom '. W W 0 D. C'1 I- I-- O 'r Z ta 2 U O - I . 0 H` W W • !I- U ILA Z U W Z ~!. WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K: \ \KAA \ \99\ \99085 \ \9908522.WS Homeowner: Builder: Site: DUJARDIN DEVELOPMENT PLAN #2060 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing @15 Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description REFERENCE 434 8.35 Floor R19 vented Joist 16oc Glazing @160 * *vinyl clr /air Doors Wood 1 3/8 ", solid flush AG Wall R13 STD Lap Wood Ceiling R38 blown Attic STD baffled Infiltration Standard Air Sealing Struc Mass Light Frame, Sheetrock walls Analyst: MATT MERCER Jurisdiction: Utility: PROPOSED 437 Btu /hr -F 8.31 kWh /ft2 -yr Reference Value X U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Value U -0.041 U -0.520 U -0.390 U -0.082 U -0.031 ACH -0.350 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 06/13/80 HOUSE ID: 99085.22 RECEIVED CITY OF TUKWILA House Type: Single Fam Floor Area: 2060 ft2 ;r,Ep f) , m Weather Data: Seattle, WA PERM1TCENTER A Climate Zone: 1 Area = UA 1254 51.4 309.0 200.8 38.0 14.8 1971 122.2 1254 45.1 16653ft3( 106.7) Reference UA 434.4 X Area = UA 1254 51.4 332.0 172.6 38.0 14.8 1948 159.7 1254 38.9 16653ft3 (106.7) Proposed UA 437.5 M- 3.000 2060 6180 ry U!- 00 coo co W, W = a, 1— W H 0: •Z F—' ; U a: W W H V U N? O z 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 Location South : 83.0ft2 Southeast : East 83.0 Northeast : Eff S Glz: 5.2% WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K:\\KAA\\99\\99085\\9908522.WS HOUSE ID: 99085.22 HEATING/COOLING/VENTILATING SYSTEMS PROPOSED Gas Furnace DEFAULT 78 % 64 % Vented crawlspace Attic or garage 0.60 28099 Btu/hr 5229 Btu/hr(19%) 33329 Btu/hr 50000 Btu/hr (150%) 85 MBtu 474 Integrated Spot & Whole House 0.0 () Btu/hr tons(@125%) kWh/yr Partially Shaded Avg Rvalue R- 8.0 R- 8.0 PROPOSED PROPOSED North Northwest : West Southwest : Surface Area 250.0 ft2 50.0 ft2 83.0ft2 83.0 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 Kpppler Associat JOB NAME: JOB NUMBER Copyright 1994 Tiii Dujardin Development Fosterview Estates Plan 2060 DATE: BY: 2/25/00 99085.22 MJM 1,;' ,is . . ' O I D ,, .... ,...‘. TOTAL . . . ., ..., ,.. . , ROOM NAME I WIDTH (IN FEET) I HEIGHT I (IN FEET) AREA (IN SQUARE FEET) QUANTITY (HOW MANY) I TOTAL AREA (IN SQUARE FEET) I TOTALS (IN SQUARE FEET) i'..n t': ''''',„`, ';','. : '':,';',' : '''''.:,' ' , - ' ,'' '," '''' .' -`•'.' ' ,;'"•-- MIN • FLOOR :, ' :, -; .''. • -;•• ' '' 7:‘!!'::,' ;' - ,''' ;".,, : ' DINING 4.00 5.00 20.00 2.00 40.00 FAMILY 6.00 6.67 40.02 1.00 40.02 FAMILY 5.00 5.00 25.00 2.00 50.00 FAMILY 2.50 5.00 12.50 2.00 25.00 . „ ENTRY 1.00 6.00 6.00 1.00 6.00 LAUNDRY 4.00 3.00 12.00 1.00 12.00 TOTAL MAIN 173.02 `Jii.P i■ , , , 'i ' , , UPPER FLOOR . 1 M. BEDROOM 7.00 4.00 28.00 1.00 28.00 ss ft BEDROOM #3 6.00 4.00 24.00 1.00 24.00 BEDROOM #2 6.00 4.00 24.00 1.00 24.00 OPEN TO BELOW 3.00 3.00 9.00 1.00 9.00 BONUS ROOM 5.00 4.50 22.50 3.00 67.50 M. BATH 2.00 3.00 6.00 1.00 6.00 TOTAL UPPER 158.50 . pi. SUMMARY ,.7. TOTAL GLAZING SQ. FT. ',,,,‘,.,, , ' . ' ; 2, : .=: ;,`.1'1::; ' .... .,:,:',. ,1: 331.52 TOTAL HOUSE SQ. FT. :,,.:,..,,.„ ' . , ', ., - , ..." ,,, . , ',' ' , ‘ .., ].1 2,060.00 Glazing % .:,...,-....,-,,,,,'-.: - - ,, -.,.,;. -..,..,, ' . , ...:,,,,:!;, ., , , - : , . 16.1% A 5/23/00 9908522 - Glazing.xls Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Plan Review. Fosterview Estates, Lot 22 Tukwila, Washington Reference: Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., December 16, 1998 Dear Mr. Fowler: As requested, we reviewed architectural plans prepared for Lot 22 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. 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 22 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 at Elev. 190. 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. TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone 425) 821 - 7777 • Fax (425) 821 -4334 • terra @terra- associates.com June 16, 2000 Project No. T- 1515 -2 RECEIVED CITY OF TUKWILA r : n PERMIT CENTER Mr. Bill Fowler June 16, 2000 Discussion and Recommendations Excavations and Earthwork Based on our review, it is our opinion that the plans are in general accordance with the recommendations presented in various reports in the referenced report compilation. The following discussion and recommendations are based on our review of the current building plans and the conditions existing on the site. The site plan indicates that temporary excavations of up to 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 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 Mr. Bill Fowler June 16, 2000 Sincerely yours, TERRA ASSOCIATES, INC. Costa Philippides Engineer Anil Butail, P.E. Principal CP /AB:ko cc: Mr. a We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Project No. T- 1515 -2 Page No. 3 20020314001964 DOCUMENT TITLE(S) (or transactions contained therein) * . r q �� ^ _ L SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: N/A 6 • Additional reference #s on page of document(s) GRANTOR(S) (Last name first, then first name and initials) DUJARDIN DEVELOPMENT COMPANY, DECLARANT • Additional names on 'ale of document GRANTEE(S) (Last name first, then first name and initials) CHIC • J' " •■• has placed the document of record as a customer courtesy . DUJARDIN DEVELOPMENT COMPANY and accrpts no liability for Iht d�utnE r validity of • Additional names on page of document LEGAL DESCRIPTION (abbreviated i e , lot, block, plat or section, township, range) Portions of Government Lots 2 and 3, Section 15, Township 23 North, Range 4 East, W M , Portion of Tract 67, Riverside Interurban Tracts, Vol 10 of Plats, Page 74, and Portion of Tract 19, Fostona Garden Tracts, Vol 9 of Plats, Page 95, in King County, Washington, also known as The Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065 • ❑ Additional legal is on page of document ASSESSOR'S PROPERTY TAX PARCEL/ACCOUNT NUMBER 45231949N8xK 480W ca�� See Attached • Assessor Tax # not yet assigned N 0 N 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 11VMDUTARDINWOSfEA2NDAMEN D IMO.DOC III 1 �II III I III II I ItI j II IIII I I I I II III (11 IP I I 111 II tll III pl III nl III I 1 II III 1I 1 I II I I II I II I I I I I !! 1 ll II II II I' II i j PIG ll II n Il r tl II pl I II I I III I u III I III I I i I 1i A II II II I I II II Ili III tl II I In! IIII III II I! II I dl I I III ! I II I I i i i II1 X0 0203 II CHICAGO TI Ttfi p C 4 03 / 14 e 2 �2 F 14 A3 2 K I N G COUNTY, y q 1 II II I III II II 0 0 CN SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES, A PLANNED RESIDENTIAL DEVELOPMENT Tlus Second Amendment to Declaration of Protective Covenants, Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential Development (the "Second Amendment ") is made this l5 day of WA's, t4 , 2002 by Dujardin Development Company, a Washington corporation ( "Declarant ") CHICAGO TITLE INSURANCE COMPANY has pieced the document of record as a customer courtesy RECITALS AND DECLARATION and accepts no Ilabaty for the AMINO/ br valldty of �e dog1JRtnt A Declarant is the developer of the real property and improvements thereon legally described in Exhibit A (the "Property"), commonly known as the Plat of Fosterview Estates The Property is comprised of all the real property shown on maps recorded with the King County under Recording No 20000505000735, Volume 194, Pages 062 -065 B Declarant previously recorded that certain Declaration of Protective Covenants, Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential Development (the "Declaration ") under King County Recording No 20000505000736 The Declaration was previously amended by a First Amendment to the Declaration (the "First Amendment ") recorded under King County Recording No 20000505000737 C As the Development Period (as defined in the Declaration) has not terminated, Declarant under the provisions of the Declaration as previously amended, has the authority to amend and wishes to further amend the provisions of the Declaration as provided herein NOW, THEREFORE, Declarant hereby amends the Declaration as follows 1. Maintenance Responsibilities. The Fosterview Estates Homeowners Association. Section 5 1 of the Declaration is hereby deleted in its entirely and replaced with the following Y 1Wp*DUJARDDNFOSTTR2NDAMEN D JMO.DOC 2 z i v ill mo 0 W= co LI- W 0 ,: 2 u- Q a = H Z �. Z 0 , . ON 0 F- 1 w z '` 0 1 ` z 5.1. Association Responsibilities After termination of the Development Period, the Association shall operate and maintain z the Common Areas as required or advisable The responsibilities of the Association shall z include, but are not limited to, the following 6 JU 5 1 1 The cleaning and maintenance of the water courses on Tracts A and B; N o and J I . 5.12 The maintenance, repair and replacement of the fences around and across w 0 Tracts A and B, and 2 J 5 1 3 The maintenance, repair and replacement of the french drains in the co v Common Areas as shown on the Plat Map, and _ z 1 -; 5 1 4 The mamtenance, repair and replacement of the retaining wall and its z o associated drainage improvements located along the north boundaries of Lots 1 and 2, and 2 D Do 5 1 5 The maintenance, repair and replacement of the retaining wall and its o (A associated drainage improvements located along south boundary of Tract B and South 137 w Street, and 0 % , a; 5 1 6, The maintenance, repair and replacement of the retaining wall and its iii z C=3 associated drainage improvements located along north boundary of Lots 13 and 14 and the _ Cs Private Drainage & Pedestrian and Public Utility Easement as shown on the Plat Map, and z •- 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. 1• The Association may provide such additional common maintenance that it determines to be m the best mterest 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 lot to perform such activities as are reasonably necessary for required Wall Y 1WPDUMARDXN'rOSTER2NDAMEN D LNO DOC 3 Maintenance, provided the Responsible Owner shall fully restore to substantially its onginal condition any area of the adjacent lot (including, without limitation, any improvements or landscaping) as is disturbed or damaged through the exercise of nghts under this easement 3. Ratification. Except as expressly amended by this Second Amendment, all of the terms, covenants, conditions and easements set forth m the Declaration as previously amended by the First Amendment shall continue m full force and effect and are hereby ratified by the Declarant DECLARANT: (Printed Name) .7 Its A ?S. cle STATE OF WASHINGTON ) ) ss, COUNTY OF KING ) On this day personally appeared before me )Auld ' ,A.ke itf, to me known to be the ?t2E5 v:re, rcr of Dulardm Development Company, the corporation who executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act of said corporation, for the uses and purposes therem mentioned, and on oath stated that he was authorized to execute the said instrument Pi GIVEN under my hand and official seal this /3 day of // CL4 , 2002 Mwrk ATH 4, 4SS ION e + 9, NOTg � p Vet Ac � 9 � 170, 3,18'2003 • *Ni ASO Y 1 WP1DWARDIN FOSTER2NDAMENAJMODOC 4 if/ CI IICAGO THE INSURANCE COMPANY has placed the document of record es a customer courtesy and accepts no liability for the accuracy or validity of the document. . ture) AL o t1fT4 , tSo (Print Name) Notary Public in and for the State of Washington, resndmg at Src,RTt L.0 My commission expires 3- I S- 0 3 c*� Y 1WPNDWARDINWO5r8R2NDAMEN D IMO DOC EXHIBIT A LEGAL DESCRIPTION Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065, records of King County, Washington. 5 CHICACO TITLE INSURANCE COMPANY has p' :ccd the document of record ds a customer courtesy and accents no liability for the accuracy or vehddy of the document. ALS; ::i,mit 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 v 261200 - 0100 - 05 261200 -. 0110 - 03 c 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 CtitCAGO OTLE INSURANCE COMPANY has pt; crd the document of record as o customer courtesy and icrcpts no liability for tho accuracy or vaIday of tho dacutnafiti '261200- 261200- 261200- 261200- 261200- 261200- 261200- 261200- 261200- 261200 - 261200- 261200- 261200- 261200- 261200- 261200 - 261200 - 261200 - 261200 - 261200- 0210. - 02 0220 - 00 0230 - 08 0240 - 06 0250 - 03 0260 - 01 0270 - 09 0280 - 07 0290 - 05 0300 - 03 0310 - 01 0320 - 04 0330 - 07 0340 - 05 0350 - 02 0360 - 00 0370 - 08 0380 - 06 0390 - 04 0400 - 02 DEPARTMENTS: Buildng Division IIII Awe q -zz-co P IicWo lf) TOO Complete TUES /THURS ROUTjNG: Please Route REVIEWER'S INITIALS: Approved \PRROUTE.DOC 5/99 -7/ PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -298 DATE PROJECT NAME: FOSTERVIEW ESTATES LOT 22 SITE ADDRESS: 13710 43"d PL XX Original Plan Submittal Response to Correction Letter # 9 -8 -2000 Response to Incomplete Letter #_ Revision # _ After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Firg Prevention Structural n REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions' REVIEWER'S INITIALS: w �rsri...woH. .,. unMnn.. .�mnv�ua�e- mtiene.�ner.«w.,�!nvw Planning Division • Permit Coordinator in DUE DATE: 9 -1 2-2000 Not Applicable '- No further Review Required n DATE: DUE DATE: 10-10-2000 Not Approved (attach comments) n DATE: DUE DATE Not Approved (attach comments) n DATE: Fire Department Review Control #D2000 -298 (510) City of Tukwila September 14, 2000 Re: Fosterview Estates — lot 22 — 13710 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: 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. Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief 1. The minimum fire flow and flow duration requirements for one- and two- family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 Yours truly, Page number 2 5/0 The Tukwila Fire Prevention Bureau Cc: TFD file Ncd City of Tukwila Fire Department Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate its purpose. (NEC 110- Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 (Please print or type) Owner's Name ). (Lest, First, Middle Initial) Property Tax I.D. Number Property Legal Address: Subdivision Nan%%.• -'1■: u((v # Lot # 2-2-- Block # Building Name (i1 applicable) Property Street Address City, State, Zip Owner's Mailing Address T'. 0. e.1 X ` - 3 - €, ', (If different (rpm above) • Resi - j )ntial Sewer Use Certifica' )n (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.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after 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 stale 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. 0110 1 1'?) t - arc 1 i !O C I f - (. (l Owner's Phone Number (1 q' ) k " Property Contact Phone Number VIII ) (('' 1 _ 2 o Party to be Billed (if different Irom owner) Party's Mailing Address (11 different from above) City or Sewer District at_ — Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ Yes 0 No Demolition Permit # Residential Customer Equivalent (RCE) Please check appropriate box: tI Single - family E1 Duplex (0.8 RCE per unit) Li 3 -Plex (0.8 RCE per unit) f l 4 -Plex (0.8 RCE per unit) [l 5 or more (0.64 RCE per unit) No. of Units El Mobile home space (1.0 RCE per space) No, of Spaces Signature of Owner /Representative teer ST, LSTOM •gri,'in'�4T +Ntu.a §jenM� 1 x 0.64 = x 1.0 = 3.2 1.0 1.6 2.4 For condominiums, please fill out Supplemental Form A in addition to this form. 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 det9rmination of a revised capacity charge. C (�� 1.(r \ C J tr. L Date („' � . (7,.. Print Name of Owner /Representative 4 I / 1(.t:: L,I 1 (,c.)C. . IO:i1 (Rev 2/00) White — King County Yellow — Local Sower Agency Pink — Sower Customer + zwtra:. wrw,. �- a. rcs+..,.«.... v. wn:+, w�. tz, �.... T... .4.,..w.�...� „n.�ra•�- •.r.�, -». r:...+:. gym. ..�. «t�..:...�vuw.rz,e.. sw »«..r.�csw.rc�..e m:.-•. RECEIVED CITY OF ruKWIIA i. 1 : r,t:l PERMIT CENTER ¢tY4!4*,h'a a.:iNx.ru.�Y. • t.'A Z 1=— w 6 UO CO O w =' J F. CO LL w O . g .-J = ° w . Z F : ZO O U� O N 1.- =- ii Z ' ; E2 O Z - • - • • •e comp e e.. y app scant) Site Address (Attach map and_Legal Descrip n showing hydrant location and size of main): k63/0 '4 0/6L Yam- SD, i f -# OV no r lnformafion i. i g;' ° �r 4'.' 'r ` �' T " V >. ;f ._ .�'.T ,1, ,1. 4 �.'! VAp! iayiy y*'y� O . { ; T'I1�V���Y���.It itY.�S�ITYC '�1 .. Name: OUl` 02.02.1.C) 1yr.ij/ . Name: Kap per ! eiv - CA Address: ,, Address: Phone: L}as - 354 -6 gS l• Phone: 5 - (A 1 -,53 This certificate is for the purposes of: X Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial/Industrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and meter size(s): 5 J3 )( 3l4 11 0 ru_ (.t Vehicular distance from nearest hydrant to the closest point of structure ft. 1 Area is served by (Water utility district): �l � � Warm Di e 1 � 1`t() GS Owner /Agent Signature: A 644-- . Date: s.,,t_co PART B: (To be completed by water utility district) The proposed project is located within ccluol la l it ( • (City/County) The improvements required to upgrade the water system to bring it into •• pliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and.will be pm at 20 psi residual for a duration of 2 hours at a velocity of attached calculations. available at the site with a flow of 1a as documented by the I hereby certify that the above information is true and correct. atop tas' 4aLa 1- 22-6 Agency /Phone By Date CITY OF JKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H-lla Certificate of Water Availability PROJECT #: Fterfer 1/IeuJ & Required only if outside City of Tukwila water utility district) PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) RECEIVED CITY OF TUKWILA (Use separate sheet if more room is needed) Agency /Phone By z ~ w 00 0 w = w 0 2 cr) zF 1- O Z1- U � O - o 1- w w . 1L O Z w ▪ = O z Part A: (To Be Completed by Applicant) Purpose of Certificate: al Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: 1 ' • 1 - Phone: 42c ..., 4,, 5 0 tt .• . Property Address or A ro ate Location: PP • 13 Lb 4 v' . Legal Descriptidh(Attach Map and Legal Description if necessary): - re""f --0 l �hT4z V Lot 2.2 2� ( 90 — 0 22p Part B: (To Be Completed by Sewer Agency) �+- a 1. a . Sewer Service will be provided by side sewer connection only to an existing LP 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 ❑ (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. ill a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC: $ t5S 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: CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY I hereby certify that the - bove sewer agency information is true. This certification shall be valid for one year from a date of si • a ure. L'WORK/NO TOWARD A BETTER ENVIRONMENT SEWER DISTRICT Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Title lal000- 2.98 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 e. ... . , r.IVIP K rf•yrl'!^r'HM;Y'RM1N4R tlf,V5NAFSP cwn'. w.Avnrn..'M :T.!+`n^ ',Vn.P.ic,wo .... v,,av_wnx•», -r rnr ,.Hatfr,. � /Ov CITY OF T e H- PERMIT CENTER t s DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL. Cgdgi �iDUJARD *Zail -E0 . Z2a€ 7k;zEECSIVE DATE i*WOT taft4B tDITJARDIN -. DEVELOPMENT COL PO' BOX 1059 SNOHOMISH. WA. 98291 -1059 F625.052.000i8/97) nrn.w�rnrn .n flMlflflrf fl \/ 1 Ji m1 ..&.A. 7 Detach And Display Certificate Detach And Display Certificate DUJARDIN- DEVELOPMENT CO... PO BOX - 1059 . SNOHOMISH WA. 98291 - 1 L DETACH TO DISPLAY CEP' 1CATE_ PLEASE DETACH AND SIGN CERTIFICATE BEFORE PLACING IN BILLFOLD REGISTERED AS PROVIDED BY LAW CONST CONT GENERAL • REGIST. #r EXP.. DATE :. CCO1 DUJARD *204LO 12/16/2.000 EFFECTIVE:'DATE.• 06/20/1980 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In B illfold F625 -052. 000(3.92) V - . o 0: co c N w. w = w • 0 g J' w Q, --w Z Z O w w 0 1— Ww H V w Z ` Ni U - H H i 0 z FOSTERVIEW, TUKWILA WA DUJARDIN DEVELOPMENT COMPANY PERMIT SUBMITTAL DOCUMENTS, LOT 22 ADDRESS: 13710 43rd PLACE SOUTH TAX PARCEL I.D. #: 261200 -0220 OWNER 1 DEVELOPER DEVELOPER - DUJARDIN 9623 - 32ND ST. SE. EVERETT WA 98026 425 -743 -6140 CONTACT - BILL FOWLER CONSULTANTS CIVIL - ERIC TIETZE & ASSOC. 18530 76TH AVE W. SUITE B EDMONDS WA 98026 425 - 771 -6212, FAX 425- 775 0236 CONTACT - ERIC TIETZE ARCHITECT - KAPPLER ARCHITECTS 14311 SE 16th' St BELLEVUE WA, 98007 425- 641 -5320 FAX 425 -641 -5318 CONTACT - JOHN KAPPLER SURVEY - B.L McDUFFY 3605 COLBEY AVE EVERETT WA 98021 425 - 258 -4438 CONTACT - BUD CONDREY STRUCTURAL - JAMIESON CONSULTING 901 KIRKLAND AVE STE B -1 KIRKLAND WA 98033 425 - 803 -2581 FAX 425 - 803 -3289 CONTACT - DOUG JAMIESON LANDSCAPE - ALI 12119 104TH AVE N.E. KIRKLAND WA 98034 425 - 823 -9400 CONTACT - JORGE ANGULO SHEET INDEX PLAT ARCHITECTURAL PLANS Sht 4 of 4 PLO PL2 PIS PL6 APPROVED PLAT DRAWING MASTER HOME DEVELOPMENT PLAN PHASE B HOME DEVELOPMENT PLAN MASTER ARCHITECTURAL GRADING PLAN PLAT GRADING COMPARISON FINAL GRADES 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 P8.0 SITE SPECIFIC FOUNDATION DETAILS FOR LOT 22 CIVIL ENGINEERING C -8 FOSTERVIEW ESTATES DRAINAGE PLAN C -I2 AS - BUILT SEWER PLAN FOSTERVIEW ESTATES C -13 AS - BUILT - WATER EXTENTION PLAN, ARCHITECTURAL RAL HOME PLANS (FROM BASE PLAN # B2(100 -063) AL A2 A3. A4. A5. A6. A7. DL 52. SL S2. S3. ARCHITECTURAL COVERSHEET CODE NOTES FOUNDATION & MAIN FLOOR FRAMING PLAN MAIN FLOOR PLAN UPPER FLOOR FRAMING PLAN UPPER FLOOR PLAN UPPER ROOF FRAMING PLAN ELEVATIONS & BUILDING SECTIONS STANDARD DETAILS STANDARD DETAILS LATERAL DETAILS LATERAL DETAILS LATERAL WALL SCHEDULE TTY OFTuKOILr, APPROVED 0000 SOLOING DIVISION SEPARATE PERMIT E- UILL.:... L, i lOV The no i have been revic led 1 - y E, oi meat for cc ifo m C '} ; . Acceptance is ct rich de net au he 'IJc lards or ordinances. T for Ll,equaby of the design reef_, ._ t h e , r. Additions, deletions cr e, thc., drawings after this date will v eptance and will require a re u5ini of re. i_.,J drawings for subsequent appro,.'. Fine, aeccptance is subject to field inspection Ly Inc i li `,orks utilities inspector. /O.S. 200v car r7LCtS.5 £M 1 147ER>NL 57D1@M Dern/V E RECEIVED CITY OF TUKWILA PERMIT CENTER COVER SHEET JOB NO. 00 D2000-- 2,11( 7 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 ACCOMPUSHED 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 APPROVES) GEOTECHNICAL-ENGINEERING F7RM. 4. THESE GEOTECHNICAL RECOMMENDATION& ARE TO BE INCLUDED AS PART OF THE SUBMITTAL FOR EACH OF THE SINGLIX.E 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 70 ALLOW FOR THE IMPLEMENTATION OF HOUSE FOOTINGS, FOUNDATIONS AND SLABS. B. CONSTRUCTION AREA AND PHASE MITIGATION MEASURES FOR SOIL STABIUTY AND EROSION CONTROL BEFORE AND DURING HOUSE CONSTRUCTION. C. GEOTECHNICAL REQUIREMENTS NEEDED '-TO ALLOW THE IMPLEMENTATION OF THE NEXT HOUSE CONSTRUCTION PHASE D. CONSTRUCTION DESIGN PERIMETERS ON A LOT BY LOT BASIS. E. FOR LOTS 21 THROUGH 34, THE UNSUITABLE FILL MATERIAL SHALL BE OVER EXCAVATED DURING CONSTRUCTION OF FOUNDATIONS, FOOTINGS AND FLOOR 'SLABS. ADDITIONALLY, THERE WILL BE LIMITED EXCAVATION AND REMOVAL OF THE UNSUITABLE SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE FOR THE UPPER PORTION' (SOUTH END) OF EACH LOT WILL BE FLATTENED DURING LOT DEVELOPMENT TO ACHIEVE AN INCLINATION OF 2.5:1. ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVERED CONCRETE OR MECHANICALLY STABILIZED EARTH RETAINING WALL LOWER PORTIONS (NORTH END) OF 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 7. DURING CONSTRUCTION THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLAN. FIELD REPORTS ARE 70 BE SUBMITTED TO THE CITY AND TO INCLUDE: A. TEMPORARY EXCAVATIONS FOR CONSTRUCTION PHASES AND MITIGATION MEASURES. B. IMPLEMENTATIONS OF FOOTINGS, FOUNDATIONS, RETAINING WALLS AND FLOOR SLAB AND DRIVEWAY PLACEMENT ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS. C. BACK FILL AND PREPARATION OF IMPLEMENTATION 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 771E PLAT OF FOSTERVIEW ESTATES, AS APPROVED BY THE CITY OF TUKWILA, CONTAINS AREAS CONSISTING OF STEEP SLOPES. EACH OWNER HEREBY RELEASES THE CITY OF TUKWILA AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM ALL CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEYS' AND EXPERTS FEES OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEEP SLOPES WITH/N' 71IE 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 ]BASEMENT P.M. #230415 -1 -011 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, CONDUITS, WIRES AND OTHER NECESSARY OR CONVENIENT APPURTENANCES TO MAKE SAID UNDERGROUND AN INTEGRATED ELECTRIC SYSTEM. ALL SUCH ELECTRIC SYSTEM 'IS TO BE LOCATED ACROSS, OVER, UPON AND UNDER 714E FOLLOWING DESCRIBED LANDS AND PREMISES SITUATED IN 714E COUNTY OF KING, STATE OF WASHINGTON, TO NIT; 17405E AREAS HEREIN WA7HIN 714E PLA OF FOSTERVIEW ESTATES DESIGNATED AS "UTIUTY EASEMENTS AND /OR ACCESS AND UTILITY EASEMENTS". TOGETHER WITH THE RIGHT AT ALL TIMES TO THE GRANTEE, ITS SUCCESSORS AND ASSIGNS OF INGRESS TO AND EGRESS FROM SAID LANDS ACROSS ADJACENT LANDS ABUTTING THE DESCRIBED EASEMENT AREA FOR 7HE PURPOSE OF INSTALUNG, CONSTRUCTING, RECONSTRUCTING, REPAIRING, RENEWING, ALTERING, CHANGING, PATROUJNG,`,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 7HE GRANTEE, .INTERFERE WITH THE MAINTENANCE OR OPERATION OF 774E 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 WALL BE DONE OR PERMITTED WITHIN 174E EASEMENT AREA WHICH WILL IN ANY MANNER DISTURB THE FACIUTIES OR THEIR SOLIDITY OR UNEARTH ANY PORTION THEREOF; AND THAT NO BLASTING OR DISCHARGE OF ANY EXPLOSIVES WILL BE PERMITTED WITHIN FIFTY (50) FEET OF SAID LINES AND APPURTENANCES THE CITY OF SEATTLE IS TO BE RESPONSIBLE, AS PROVIDED BYLAW, FOR ANY DAMAGE IN THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID, ELECTRIC SYSTEM ACROSS, OVER, UPON AND UNDER THE PROPERTY GRANTED IN THIS EASEMENT OR ADJACENT LAND THERETO. THE RIGHTS,' 777LE,' 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 717LE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE. OPEN SPACE EASEMENT LINE TABLE LINE 1 DIRECTION 1 DISTANCE ELT N895954, 40.25' EL2 N0039'04E 10.13' 63 8895954'W 58.26' EL4 N7341'17'W 10270' EL5 N7341'17'W 262' EL6 N1936 34E 4.56' 67 N8778'54'E 51.21' 68 N09V7'32E 7244' EL9 N572004E 27.23' EL10 N8323'46'E 29.05' EL11 N132557'E 22.55' EL12 N893914'W 46.42' 613 N140936 E 35.05' EL14 N8876 ° 09"W 4Z06' 615 N8876'09W 5.12' a16 N1653'05E 3200' EL17 N2720'45"E 25.84' 618 N8.740'23'W 14.86' a/9 N72'41'47E 20.92' EL20 N525247'W 3209' E121 N5212247'W 28.92' 622 N8920'59W 26.97' £123 N892056'W 24.39' EL24 N892056'W 16.55 EL25 74604136E 5267 826 N00170'OOE 9.61' EL27 N8920'56'9' 33.40' 628 5753914E 45.91' 629 N663239E 2242' 630 619385 38.71 N3255'12'W 3344' N85225716 49.06 18.82' N08'45'04E 22.04' 635 N4/ 08'35'W 22.68' 21.13' N645941, 60.03' EL31 EL32 633 N515735E EL34 636 NO232'46'W 637 638 NO232'46'W 19.88' EL39 N380534'E 23.66' 640 864534116 41.66' 641 N3817534E 76.16' 642 N742941E 26.99' 643 80356'3216 31.75' 644 6345932E 25.95' 645 N0679'49'E 15.18' 646 N263542'W 14.93' 4.47 NO24434E 17.08' 648 N35V521E 21.05' 649 6224940E 16.28' EL50 N8748'2816 20.74' - E751" 118748 10.83' EL52 N8748'28 "W 257' EL53 N013743'E 50.00' EL54 N355757W 74.34' 655 5535715E 80.93' OPEN SPACE EASEMENT CURVE TABLE CURVE I RADIUS 1 LENGTH I Oars I EC1 53.11' 57.94 627943' EC2 47.00' 17.23' 205952' EC3 33.27' 36.25' 6225'18' EC4 20.00' 49.81' 1424151" GI PI rani, APPROVED ttiu +' PERMIT CENTER 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 PIE 1/4 OF SECTION 15, T. 23 N., R. 4 E., W CITY OF TUKWILA, KING COUNTY, WASHINGTON � 0 M R.L. McD NS: UFFY & ASSOCIATES, INC. DATE 2/7/00 ( `� II J LAND USE CONSULTANTS D 81 KMG ENGINEERS • SURVEYORS • PLANNERS • MANAGEMENT JOB N0. 96089 3605 01137 AVENUE EW:RETf, WASHINGTON 98201 (425) 258 -4438 FA ( SNT 4 OF 4 LOT # PHASE PLAN I t I R Y N AREA 111111=11111. LOT # PHASE PLAN TolCiF AREA LOT 1 A 1843B X 1 2119 LOT 21 B 2119 5 LOT 2 1843A X LOT 22 2060 LOT 3 2119 LOT 23 1568A LOT 4 2246 LOT 24 1568B 6 LOT 5 B 2108 X 2 LOT 25 C 1843A LOT 6 2246 LOT 26 1843B LOT 7 2246 LOT 27 D 1843A 7 LOT 8 2108 x LOT 28 1843B LOT 9 2108 LOT 29 1843B LOT 10 2246 LOT 30 1843A 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 min (1) LOT 35 c 1843B 9 LOT 16 MO 2108 D'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 PL' USES IN1z17M 1568A MIM 1568B 111111=11111. 1843A EMMA' 1843B 6 2060 5 2108 5 (+2) 2246 5 2119 6 ED ILY D `V N. `V 'V \ /\ c 'XX "sr , 'V `V 'V DATIO N OF H OJS N MFAS BEFORE ND IMPLEMIEN AREA& B LOT BASE L MATE UCTION DITTO UNSIE EIR SIN0, CHNICAL EOTECHNI AL IN ON DESI MENDATINS. IS TO = PLAN. I WILA AREAS AD NING WILL PROPERTY LWE - 7W ()RAV' AN, TRACT "B" PHASE A PHASE B sN, PHASE KEY PHASE C V s, PHASE D (SEE SHEET C-1 FOR STREET ADDRESS OF EACH LOTS) HOME PLAN MATRIX & SCHEDULE CONDITION 1. CONSTRUCTION OF IND FOOTINGS, FOUNDATIO IN ACCORDANCE DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPM AREAS. EACH AREA IS TO CORRESPONDING CONS 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 OP 4. THESE GEOTECHNICAL RECOMMENDATIONS AS PART OF THE SEMITTAL FOR EACH OF RESIDENCE PERMITS; ON A LOT BY L IN CONSTRUCTION PHASES. 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR A. TEMPORARY EXCAVATION RECOMM AREA TO ALLOW FOR THE INSTALLA FOOTINGS, FOUNDATIONS AND FLOOR S B. CONSTRUCTION AREA AND PHASE MTITGA FOR SOIL STABILITY AND EROSION CONTRA DURING HOME CONST(JRCTION. C. GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW TATION OF ADJACENT HOME DOWNES COMM D. CONSTRUCTION DESIGN PARAMETERS ON A LOT E FOR LOTS 21 'THROUGH 34, THE UNSUITABLE SHALL BE OVER EXCAVATED DURING CON FOUNDATIONS, FOOTINGS, AND FLOOR SLAM THERE WEL BE LOEB EXCAVATION AND REMOVAL OF SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOIS 35 THROUGH 40, THE SLOPE ON THE (SOUTH END) OF EACH LOT WILL BE FLA LOT DEVELOPMENT OT ACHIEVE AN INCLINATION° ACCEPTABLE OPTION IS 10 PROVIDE A MECHANICALLY STABILIZED RETAINING WALL THE (NORTH END) 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, GRO THAT THE HOME, FOOTING AND FOUNDA ADDRESSES AND FULFILLS THEIR GEOTECHNICAL RECO 7. DURING CONSTRUCTION, THE OEOTECHNICAL ENGINE THE IMPLEMENTATION OF THE HOUSE DEVELOPME REPORTS ARE TO BE SUBMITTED TO THE CITY OF TO ADDRESS: A. TEMPORARY EXCAVATION OF CONSTRUCTI MITIGATION MEASURES. R VERIFICATION OF FOOTING, FOUNDATION, It AND FLOOR SLAB INSTALLATION METHODS A74D DP.1VEAY PLACEMENTS ACCORDING 10 GEOTECHNICAL MENDATI NS. C. VERIFICATION OF MCI FILL MID PREPARATION M c0NI1UC1ON IN ADJACENT HOME DEPMENT0NR1JCfl0N Al ACCORDING TO GEOTECHNICAL RECOMMENDAT1 THE GEOTECHNICAL ENGINEER LS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLE ED IN ACCORDANCE WITH THEIR GEOTECHNICAL RECOMMENDATINS. TRACT "A" FROPER7 Y UVE - TYP (NAV' RDY) D 2000 429g OME DEVELOPMENT PLAN R/W 40 80 E:1 =40' Q D 160 CITY OF TUKWILA PERMIT CENTER SHEET cry OF TUK ILA APPROV 0) 9 c • cr Lo f!S!&' 0 24 8 8 CO fi 0) g L 9 Q) Z C.) " Co ▪ L .. TITLE JOB NO.. 9801321 PLO fl LOT # PHASE 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 B A C MOD'F.D PLAN PORCH AREA 1843B X 1843A 2119 2246 2108 2246 2246 2108 2108 2246 2108 1568A 2246 2108 2108 MOD'F.D (1) 2108 MOD'F.D (2) 2246 2060 2119 2060 X X X 2 3 4 APOIPERTr LAC - TrP (TRACT eor) TRACT "B" NOTE: 1. FOR EROSION CONTROL - EXISTING SILT FENCE (AS SHOWN ON C -2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. LOT # LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 PHASE B C D A C LOT 40 D PLAN 2119 2060 1568A 1568B 1843A 1843B 1843A 1843B 1843B 1843A 2060 2119 2060 2119 1843B 1843A 1843B MOD F.D PORCH 1843B 1843A AREA 5 6 7 8 9 10 1843A HOME PLAN MATRIX & SCHEDULE (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) TRACT "A" PROPERTY LNE - Tra (1RACrsor) 1 �4a m �OIIII(1 ( }sT 36� Tom. i l k 02c- 29S OME DEVELOPMENT PLAN DETAIL% KEY PLAN RAY CITY OF IUF' =� APPRO 80 160 = 40' CITY OF TUKWILA PERMIT CENTER co co • p oJN Q W X 0 fro w U z as Q p Qfm� Q Q. SOUTHGATE PARK ink \ _EX U7711 e `•\ POLE i POLE EX. U77L /TY 75" NA77IE IE,TA770N BUFFER UIIL /TY POL EX ROGCERY EX CONC KOLL E.Y 61/ 1 POLE GRADING AND STREET PLAN PER CIVIL FINAL GRADING PLAN SHEET CO3.1 PRO; ERTY UNE - 7 (7RAC T,NO)) TRACT " A" " • SCALE 1:40 0 20 40 60 60 160 TECE- Y POLE LAN ITE STEPS EE ASO NEW 5" CONC IYALK NEW 5 ASPP WAL/L SEE SHEET 45.0 FOR 51TE STEP IIFORNATION CITYCF UKWI P ERMITCEMER �L O ▪ cts co co 0 Z L o > � o m ✓ v o Q m 0) Q Q HI LE JOB NO. 98013 SHEET PL5 TE DRAINAGE Egli � 1•P'�f� , �S7 CUT Sc 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 09 N/A N/A LOT TOTAL TOTAL ADJACENT TO LOT WITHIN R.O.W. 10 N/A N/A CUT FILL 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 4Q _ 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 10 "PRIVA EX. OMIT aWSACE EASEMENT /Y POLE \ \. SOUTHGATE PARK I PEO SRAN ANC PUBLIC UAL /TY EASMENT I 0 ' PR /UATE .SNfR ES4fT I PEOES/R/AN ANO PUBLIC UALITY£ADIENT TTL /TY POLE 7 0RA/NAGEEMIT' I GRADE COMPARISION £X ROG,ERY EX CG4YC. WALL Q' WYPOLE� PEJE572N." A.Z:I H.gJ/'; 1=33/111 10 "PU& /C �ORA/NA�c ESW I _ PROPERTY LINE - TYP (TRACTBOYJ FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILDOUT TRACT "A" " " ------- T -- 2000 SCALE 1:40 A 0 20 40 60 80 160 ITE STEPS SEE A5D I ' _ i 1 NEW 5' ASPH. WALK ,§ 13717 S7REET NEW 5' CONE WALK SEE SHEET A5.0 FOR SITE STEP I*ORNATION RECEIVED CITY OF TUKWILA PERMIT CENTER a) Q T LL C6 O • _E C CO CO U z 8 g �V ° v�o pQ rmN TITLE JOB NO, 98013 SHEET P1.6 SITE PLAN NOTES t THE SITE PLAN SHOWS FOUNDATION AND FOOTING OUTUNES. 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 Pt& 3. ALL FOOTING DRAINS ARE PER DETAIL 9/P8.0 4. STORM DRAIN - SEE CIVIL SHEET C -8. TIGHTLINE FOR HOME SHALL BE 4' NON - PERFORATED ADS N -12. PROVIDE 4% POSITIVE GRADIANT. TIE TIGHTLINE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT JUNCTION THEN CONTINUE 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 #t CONNECT WATER SUPPLY TO WATER METER SETTER SEE CIVIL SHEET C -13. 7. DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4' CONCRETE EXPOSED AGGREGATE OVER 2' OF 5/8' MINUS WASHED ROCK MAXIMUM WIDTH TO BE 20-0'. MAXIMUM SLOPE ALLOWED IS 15 %. LOTS 2, 3, 4 ,5,6,7,8,9,31,32,33 AND 34T0'HAVE 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 PLO ,P11,P1.2,P1.3 AND PL4. 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. 2D' FRONT' SETBACK \ CONC. DRIVEWAY 420' WIDTH MAX. SLOPE MAX.) \ WATERLINE 3Tz L \ \ 1 N5r711,L 4 T, EIOCy bk04,N 2o&# 2q8 These nin`.c have been reviewed by the PuNis N rsnt for confort - , - C h ciiircr,t as Acceptance .:rich do net au s s . T: �f.. fc quacy of the design roses L. ti- n ,, ror. Additions, deletions or to tko'.0 drawings after this date win void this a= coptance and will require a resubmittal of revised drawings for subsequent approval. F in ?! oc,otance is subject to field inspection by thc I elic Works utilities inpector. Date: ®®s aszt?By: RECEIV@D CITY OFTURWILA. TITLE JOB NO 98013 DETAIL PLAN SHEET P2.3 L01 22 fr -- _ t I LH e i I 1 I f LA. ILIA HI I • - • i-7,. 1 = . 210 _ 1 - -- 11-1-1-1, m - 1 - -. 1 I 7 -I- t 1 1 - 11 t t 1 tit ri f t tii ti t ,i ..POINT y J gf i .,.. I - ' 1 1 t t i -- 1 7 H r 1- _ , rit .p.r .1 _..---1 .-.---"----•'.....'''"''"" i _ - -- ic- ---43RIFFE=&"- , 1... ar I 1". 1,- ; • ma i I _ -I- , ,,,,• • _L _ t r - - . --i— FINAL GRADE FOR PLAT APPROVAL WNUE - - _ - - - - 1 — — FINAL GRADHFOR LOT BUILD OUT /- SITE SECTIONS FOR LOT 21 Scale 1 10' W 11(11$P 1 FINAL GRADE FOR LOT BUILD OLi °SITE SECTIONS FOR LOT 11 r: t: 17 I 220 ".:7- 4FDEWALM- I- 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 , f N, , ma 1-• I ar . f i POINT ITIWN,_, 1 "' 1 ' ll ' I T :1 1 3E -' 1 1 _ . 210 22... I .7 _ I — r 4 .x2 _ - 1_ I .`'- --' -'' / AI t az , 190 REVISED ORDEINAL GRADE NUEE - r 4 REVISED ORIGINAL CiRADE- E 1 MAIN FLOOR ELV. 19P ® SITE SECTIONS FOR LOT 22 Scale 1 I ' 10' nistskiontr --A 111111141111111111=11111s1 M1 200 S 87 1.1 1 111 irmirromorrirrerrer NW 1 DW 29(c LOWEST EAVES _IIIGEBBLRIDDH_ ©SITE SECTIONS FOR LOT r' - • t FINAL GRADE FOR PLAT APPROVAL I mr I NY 1 I NOTE ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. 01 T., r: FINAL GRADE FOR LOT BUILD OUT — — — ..--.., 19 4.. GRADE FOR PIAT APPROVAL 1- I . , I- -g-- — L I_ ..• s.irm /AMU. . . 1 - 1 R1 --- VISITD ORIGINAL GRADE 131th - AVENUE - — — , ..a .--'774'=''''''''''\- I- .. a \. , I." DP 1701 , - F - IR' ECEIVED CITY OF TUKWILA NOTE ALL FOOTING DEPTHS WILL BE PER ITEM #71kworroeturER OF APPROVED PLAT. ■ z 0 4 JOB NO.: TiTLE SHEET P6.6 L_ NT B � (FOR FROST)! I 1 NOTE: TWO DECKS WILL NOT BE USED FOR ALL CONDITIONS. INSTALL COLTER DECK ONLT U4EN GRADE REQUIRES. 1. RAILING 2.2 • 5 VT OC (CLR DISH. BTWN NOT TO EXCEED 4' 3/4 n 4 TK CDR DOCG 2x8 P .L DEGK JST ar16 ® TYP. DECK CROSS SECTION 3/4%4-0' L ATTACH LEDGER •/ 2 ROLIB OF I2' LPG BOLTS AT I6' oc TOP. TJI FLOOR FRAMING RIM BOARD PER PUN SAO PT. BEAT ECC66 TO POSTS ABOVE AND BELOW 2n FACIA BOARD (2' GREATER DEPTH THAN JOISTS) (1)3/4 LAG BOLT, AT EACH END Erb MEE BRACE, TYP. 6. P.T. POST uV 0866 FINISH GRADE (47 4 BAR PERT. ( STUB INTO FOOTING •4 BAR WRAP • MN TOP AND BOTTOM 36.6,10 CONC. PAD •/ (4) 4 BAR EACH WAY CN SOLID SUBSTRATE FOOTNG DEPTH PER GEOTECH E.NEER 06200-19 _,TA '- FOOTING DRAIN DETAIL 3/4' =P-0• TOP CV BAR 3/4'=T -0' SLIDE N THIS yu ICI = -E- Y`IIW 1,6Ef_J BAR• 8' oc (DN-3 SI$T A-0 4 NSW. BAR • TH oc (0M-3 BEET A.-U 50•x10' AIE W/ T. STEEL PLATE OG (DIY 351 AS NOTED ON 50EDLET !_MED- 4VERf )BAR •5'oc CON_ SHEET A-U VERT_ BAR •kV OC,R L HEIGHT OF WALL (DN3 SHEET A-U m z NOTE 5Dlz MST BE N O � PLACE PRIOR TO .1. BACKFILL CF WALL TOP oF FT'G 8' I' NT5 M5 FOUNDATION DETAIL 3/4W-0' NDATION DETAIL NET s II s �' 12 CLEAR 52 CLEAR 3' -4' 10' 1' -10' OUNDATION DETAIL 3/4 (DIV. SOLID 4' CONC. SLAB • OvER VAPOR BAR IOR AR • TOP •4 NOR_ BAR • 8' oc (DIV. 3 SHEET A -17 (1).4 6;4�2.CONT. (DIV 3 5/8'060 AB. W/ _ ` s • )3/16' SR STEEL PLATE _ • 4' - O.C. (DIV. 3 ET A -I) EXCEPT: AS NOTED: v' SHEARUALL 5CH l' MN EMBED. (2 BAR • TOP VERT. BAR • 12' oc, FULL HEIGHT OF WALL (DIV. 3 SHEET A -U TIGHTLINE •4140 . BAR 1' -0' • 16'oc (DIV. 3 SHEET A -U SEE DETAIL 3/PS.0 FOR TOO'MG DRAM CONSTRJCTION Div. T SHEET A -U S VERT J BAR GR60•e' oc £ (DIV.3 SHEET A -I) DAMP PROOFING ( DIV. 1 5H 117. •4. HOR2. BAR • 10• oc 1' -6 OVERLAP MN) (DIV 3 SHEET A -U (6) •_ COST. (DN. ' +. ET A -I) SOLID is 4TR4TE 4 CONC. 5 =.OVER 4' ROCK OVER VAPOR -.:.? OR 50 x10' AB. W/ 53/16' 60. STEEL PLATE . • 4'-0' Oa (DIV.3_ . A -U EXCEPT AS NOOTTED.OFI SHEARUALL SCHEDLII MIN EMBED. 5 VERT.J BAR GR60. R oc (DIV. 3 SHEET A -U FOUNDATION DETAIL FOUNDATION DETAIL 3/4'=1 -0' TOP Cf J BAR HNC: DOES NOT SLIDE N THIS OJ FOOTING SPANS HORI . _.. LT.. TOP OE BAR 3/4' =T-0' uhIl ii - ._- I2' CLEAR OUNDATION DETAIL 12•x10'.. •':.. WI 2'XT'X3/I6' 5A STEEL PLATE OC- (DIV -3 SHEET A -U AS NOTED ON S.M./ALL SCHEDULE MN EMBED. (2) •4 BAR • TOP 4 POOL BAR 10' 0.0, I'- 6' CORNER OVERLAP (DIV.3 SHEET A -U •4 VERT. J BAR I6' OC. ALTERNATE BENDS .,•IV.3 SHEET A -1) D ING (DIV. T SHEET A -U SEE DETAIL N/FRID • • ING DRAM CONSTRICTION (�. 2 SHEET A -1) SOLID SUBSTRATE (3) •4 BAR CONT. (DIV. 3 SHEET SEE DETAIL •- FOOTNG DRAIN (Div. 2 SHEET A -I) NOT FOOTNG DOES CONDITION, HORIZONTALLY. NOTE: FOOTNG DOES NOT CONDITION, FOOTNG HCRIT.TA LY- TOP CF SLAB NOTE' FOOTING DOES CONDITION, FOOT HORIZONTALLY_ Top CF NLAR . rye TOP OF BAR SLIDE N THIS SP € OUN DATION DE 3 /4'WT-0' GRANLAR STRUCTURAL FILL SEE SITE SPECP.G FaNDATION DETAIL FOR FOOTNG CONSTRICTION_ FABRIC - MIRAFI 300x OR EGNAL TI#TLNE 0.454ED 1/8' MATERLAL 2'-0' MN. OVER FOOTG DRAM 4 - RIGID PERFORATED PPE (4% MN_ SLOPE) N N + AB. W/ 27276/16 5R STEEEPLATE WASHERS • 4'-0• O,GN(DIV. 3 SHEET A -I) EXCEPT ,.A9 NOTED ON SFEARIl4LL .r 7' MN EMBED. (2) .4 BAR •TOP VERO. BAR• S OC, FULL Q� HEIGHT OF UN, Lz (DIv 3 SHEET A -U S VERT. J BAR GR 60 .5' oc �. (DN 3 STEE7 A-U •4 HOR2. BAR • S oc (DI, 3 SHEET A-U DAMP pROCFNG (Div l 514T Al) TIGHTLNE •4 HORL BAR 4' -0' • S oc (DIY 3 SHEET A-I) (8) •q Coif. (DIv. 3 SfEEO 1-17 SOLID SUBS SEE DETAIL 9/P8 FOOTNJG DRAN (DIV. 2 SHEET 4.-1) 03300 FNUSHH GRADE TOP CF SLAB •4-, .J BAR •6' v. 3 SHEET A -1) DAMP PROOF. ( DI, 1 SHT AU v •4 HORZ BAR •10' oc 1'-6' OVERLAP (MN) (DIV- 3 SHEET A -U 12' CLEAR 3 -2' FOUNDATION DETAIL 0330011- ' / 3/4 4 5/8•xd0' AB. W/ 2' F2'X3/16' 5R STEEL PLATE WASHERS • 4-0' OC. (Div. 3 SHEET A -U EXCEPT AS NOTED ON SHEAPoUALL SCHEDULE l' MN EMBED. (2) 4 BAR • TOP TIRO B p•.�, FULL HEIGHT OF AR • (DIV.3 WEE - - - =U TIGHTLNE (5) •4 AR ET (DIV. 3 B SHEET A -U DETAIL 9)P13/0 FOR DRAIN CONSTRICTION T A -U TE W/ 2'.53/16' 5R .r9 STEEL PLATE WASHERS • 4-0' OC. (DIV: 3 SHEET A -I) EXCEPT AS NOTED ON SHEARUALL SCHEDULE l' MN. EMBED. (2) 4 BAR • TOP •4 VERT. BAR (3 -0' MN/ • U• oc (DIV 3 SHEET A-17 S VERT J BAR .60 a6'oc.. �9 (Div. 3 SHEET A -11 DAMP PROOFS. ( DIV. l SHT Al) •4 HORZ. BAR • 8' oc OVERLAP (MN/ (DIV. 3 SHEET A -I) TIGHTLINE ...OR. BAR 3'- 0'•p'x (Div. 3 SHEET A -U ,3^ OOTNG DRAIN CONSTRUCTION (DIV. 2 SHEET A -1) (6) 4 BAR CONT. v. 3 SHEET A-1) SUBSTRATE OVER 4' ROCK OVER VA - ;;.. BAPRIOR 03300 NOTE: FOOTING DOES NOT SLIDE N THIS CONDITION, FOOTING SPANS HORIZONTALLY. TOP CF SLAB 12'.10'.. W/ 2'X176/16' 50 STEEL PLATE WASHERS • 4' -0' OC. (014 3 SHEET A -1) EXCEPT A5 NOTED ON SHEARUALL SCHEDULE T *IMBIBED. (11.4 BAR • TOP •4 H0 11 BAR 10' O.C. 1' -6' CORER OVERLAP (DIV. 3 SHEET A -1) •4 vERT. J BAR 16' OC. ALTERNATE BENDS (DIV. 3 SHEET A -U TIGHTLNE DN'IPPROOFING (DIV. SHEET A -U SEE DETAIL 97P80 FOR FOOTING DRAIN CONSTRUCTION (DIV 2 SHEET 4-1) SOLID SUBSTRATE (3)•4 BAR CONT. (DIV. 3 SHEET A -17 VEHICULAR SURCHARGE 30.10' AB. W/ 2'.'X3/16' 5A2 STEEL PLATE WASHERS • 4 OC. (DIV: 3 SHEET A -U EXCEPT AS NOTED al SHEARWILL SCHEDULE 1' MK EMBED. (2) 4 BAR • TOP •4 TIRO. BAR K' a, RILL HEIGHT H WALL • (DIV 3 SHEET A -I) •4VERT.JB•8•oc (DIV 3 SHEET AR A -U j{ P 4 WOK. BAR • ID' oc t ?. (�.. (Div. 3 SHEET A -i) DAMPPROCFNG ( DIV l BHT Al) TIGHTLNE (5) 4 BAR CONT. (1) AT TOE (DIV. 3 SHEET A -U SOLID SUBSTRATE SEE DETAIL 9)380 FOR FOOTING DRAIN CONSTRICTION (Div. 2 SHEET 4 -1) 03300 5/8'0.10' AB. W/ 2 `5A. STEEL PLATE WASHE O.C. (DIv. 3 SHEET EXCEPT AS NOTED ON LL SCHEDULE 1• TOP •4 vERT. BAR • IT' OC, FULL HEGHT SH WALL (DIV.. SHEET A -U IOIV. 3 . J BA • 6' oc (DIV. 3 SHER ET k -U •4 FIORL BAR• 10' oc ' (Div. 3 SHEET A -I) DAMP PROOFING ( DIV 7 BHT Al) TIGHTLNE •4 1.10R2. BAR 3'-0' • 10' oc (DIY. 3 SHEET A -U BAR CONT. TOE ET A -U TRATE (33300-01 03300 -02 ID FOR 'TRICTION 03 o JOB NO. PERMIT CENTER co TITLE 0- SHEET P8.0 9 ECERIEO Tr 9. ..N J 20' PUBLIC U77L /TY/ PEDESTRIAN EASEMENT C8 MA KEYSTONE WALL 4 RLOGED PERFORATED RIPE ;; ° 11/ fSSANO URU7YESf/T 2 4° R/OG/O PERFOR - P.PE SEE WALL DETAILS 70' WALK /CURB U77L/TY EASEMENT s' WALK7U71V,, EASEMENT . PRYAIEORAWALF AND SafR 57VT WA7DR COURSE 42 X29 GMP AR NE INTO CATCH BASIN EX. 18" CMP DRAIN OUTLET AT BASE LTF WALL SP S A / BLO KS Y - ° R /DO/ PERFORMED P /PE N0 . 1 \ ` � ►�1y � f A / LS . _ '...... • /7 /l / ,�: C,9 f i/ o - if -- ; X36 y - CB 3B 12 /2'49 C9 3 12''50 10'PRWA/E ORAWACE.T 10'A/YAIE ORANAGEL37l7 ,5'PRWA7ESENER1 &�ORMYAGEE3MT CB 3 CB 2 EX ROCKER. IX OUY POLE EX COWL WALL 4E17143 NOTE AS-BU/LT /NPOPMA71ON /S AS OF 9/30,99. N LADS AND DRA /NAGE ACCESS LOS /N PAVEMENT A dW ATP R/M ELEVA77ONS MAY CHANGE AFTER FINAL L YER L ASPHALT PAVEMENT HAS BEEN APPL /ED. TRACT "A" COURSE 51. 8 14..7= W, 78 (72 5E) 29 TYP /) 1 .94 13859 72WE), 14124 (12 "S) 131.44 (.76 NW) 294(T)2 /0 14522 137.72 (36NW0 13177 (36'52) 30(TYP /1) 144.61 147.61 (OVERFLOW ELEV), 73451 (12 NW), 130.21 (8" NE OUT), 731.96 (36'52) WE VAULT #3 14006 (5 ACCESS) 14263 (MIDDLE ACCESS) 14407 (5 ACCESS) 30A 77P 1389 135 2 12 SW, 15572 (72 NE) 0 14452 13577 12WE),138.77 (12'52), 21(TYP /1) 13674 12575 12 SW 129.74(12V 131.24 (8 'SW) 22 121.73 11961 (12 W), 11555 (12"W 23 iE 160. 1 155.79 (12W) - 4 16214 75259 72 75264 (727m) REMOVE E%P1RE$ 3-15-00 \ \ \ \, \ \ . \ ‘N, N PP W/ LUM /NA /RE CONC 5ALK PP W/ BASKETBALL HOOP C.C. WA PLANTER 50. EX ROCKERY GRA 02 /92 CB RE 9332 /E 8974 052 /E 5594 (24) 5,00 EX ROCKERY GRA CON, OR /YE GRAVEL DR/ GRAVEL DR /VE EX CON0 WALL I \ry EX cur POLE L 4' R/OC/D 2E820RATE0 P /PE �. P 15 \ �`\ 0 0 ASPH OR/YE 1 GRAVEL DR/ II8 i SOUTHGATE PARK CB RE 16791 6 165.11 - .F)� .83 7a GAS EDGE OF EX ASPHALT 511/GGE0 TO EAST EDGE OF EX. ASPHALT B /OF /L 7X6il PON SWYALE SEED /L/ /X FFS5 9ES77.42E RIME RLD7EP AGM= AUU SPEC /F /CATIONS E MERY/T.. .T PUA'7Y 55 90 55 92 Lis AEAAOLY FORME ALECP0a971.18 AAA/EN SIS JO bYn 80 APPLY 7755 /11471AA° AT A RA7E co - 80 LBS /AQIE NUN AAW1XWAL 0 OR RNIIVIES OFNAAf ME7ANO /TAMS.SLICH AS JUL HAW (.SONPL'S wain/4 YAusea OP NOTOCARP141 CREEPAVO SPIAV ROSH ftwoc lAR15 PAL/S7RLS7I .201.161Y SEDGE (CANER TA,{ Q4 O7NERS AS REOIARS7 BY 77E '7700 dlVASIE PLANTS SUDY AS CAT7AC (maw LA7PVL144 REED CANARY GRASS SNAIL BE USED ANY 7 �Y/MPLN/ . .(1 NOTE EX. GA5 LOCATED 1 ON WEST EDGE OF PAVE - L ENT EDGE OF EX. ASPHALT ALL WORK SHALL BE 1N CONFORMANCE W17/ WS DOT (APWA) STANDARD PLANS AND SPEC/PCARONS FOR ROAD, BRIDGE AND MUN /OPAL CONS777UC770N AND CITY OF 75210115 STORM ORA /NAGE STANDARDS CATCH BA.MNS SHALL BE TYPE 1 UNLESS 0771ERMISE NOTED. TYPE // CATCH BASINS SHALL BE 54 - /NCH O /A. ALL TYPE // CATCH BAS /NS SHALL HAYS LADDERS AND SAFETY S1EPS ORA /NAGE P /PE SHALL BE POLYETHYLENE, SMOOTH WALL /N7ER /OR (N -12 BY APS OR EQUAL), UNLESS OTHERWISE NOIEO. PVC P /PE SHALL BE AS1M 0 -3034, 508 35. CMP SHALL BE ALUM /NUM, 16 GAUG0 UNLESS 077/ER1SE NO1E72 .1CH BASIN INLETS SHALL BE VANED GRATES 017H 7HRU -CURB FRAME FOR VERDCAL CURBS (SEE K/NG COUNTY 01Y0 NO 2 -01( SHT C -18) OR ROLLED CURB FRAME AND GRATE (SEE K/NG COUNTY DWG NO 2 -020. SHT C -18). AS APPROPRIATE. 00881RAME AN0 GRATE (SEE K /1/0 COUNTY OWG 50 2 -020 SHT 0 -162 AS APPROPR /ATE 2 OOO 2qg EDGE OF EX. ASPHALT (454NDONE77) 2 RE /E 7521 .116.17 123400 CB NORTH GRAPHIC SCALE EDGE OF EX ASPHALT (ABANDONED) 0 20 40 80 NOTE 2/2 FOLLOWING CBS ARE ACCESS OR ,JUNCTION STRUCTURES, NOT /NLETS AND HAVE 501/0 COVERS- 5, 15 184, 150 24A, 29, 294, 30, 40, 404, 42, 46. 0409 ROADSIDE DITCH W47ER COURSE 31 314 318 3/C(TYPE //) 32 33 34 35 55 37 37A 38 39 40 40A 154.90 15355 156.00 751.62 148.69 150.33 14345 176.53 771.21 159.97 752.69 152.67 153.10 \ X '( \ 41 151.72 \ \ \ 42(TYP BET \ 43(TYP /1) 105.26 \\r 71 44 22064 1 45 169.71 L 1H\ 46 130.06 RE 14530 .1 031 (123') . 7 V \ 41.31 (72 i +e8 8'50 CATCH BAS /N DATA (ALONG a OF S 1J7771 PLACE OFF'SE7S ARE 70 FACE O LY/RB NNW CURBS ARE PR£SEw7) -- R7.IL £LEI /NIER7 REV 1 22238 2/535(8N) 5 2 21848 215.48 (24N5) 3 21200 21067 (8".8), 27052 (8"/9) 4 204.75 20010 (eV, 20005 (B'%✓) 5 186.73 781.22 (8":5), 187.13 (12NW), 187.02 (12 NE) 6 18569 186.09 (1.2"0 7 77477 17073 (12 17166 (1254E) 8 174.43 171.40 (8 9 17463 171.72 (8 SE) 70 18896 18354 (125/) 11 18010 17879 (121V), 17569 (12 SE) 12 17930 17541 (12 17533 (72N19 SW) 15 788.58 184.42 (12WW) 1418320 1758 4 (12751:82) 15 17785 17411 (125/W), 17409 (12 5/E) 16 175.87 17355 (125/19) 17336 (7252) 17 174.55 17050 (8 SE) 18 174.97 17004 (OVERFLOW E1EV) 170.00 (8NW, 15789(8 19557(555/1951952) 150 67(8 OUT) 164 17545 16545 (8 SW), 165.95 (12NW), 16065 (36"%✓W,SE,NE), 150.54(8 NE OUT) 188 17595 17324 (12 SW), 16065 (36-SE) B74 (12 WW) 0,00 S o 13711[ 12 ° SD 12-/NON cte PINT (MAla/ EX EX. /VI17P7S) 12' SD EDGE 02 EX. ASPHALT WATER COURSE PLANNED RESIDENTIAL DEVELOPMENT clTVO Tu FOSTERVIEW ESTATES DUJARDIN ;; DEVELOPMENT COMPANY PERMIT CE AN ALLEGRE ENTERPRISE EVERETT PHONE: 336 -5016 SEATTLE PHONE: 713 -6140 15280 (12 NE) 15180 (12 1500(1259), 1485 (121 74749 (12"E,W) 14574 (1259)" 14564 (72Z) 145.31 (1.2Z if) CB/35 R/M 173.74 (12"2) 16558 (12/5) 16531 (125Y), 16626 ( 16810 (12"5,2 15757 (1251') 15727 (12 E) 14559 (125/W), 74914 (121019) 15043 (OVERFLOW REV), 14093 (8'NE OUT) 74082 (36 SE, SW) 14860 (12''S 8NE), 147.45 (36 141.35 (36 NW) 148.58 (8‘51 73585 (12 E), 13977 (8 S), 13515 (8 SW), 138.07 (15W) 10316 (12 SW), 703.00 ( /5'SE), 102.97 (75/119) 277.85 (19) 16572 (8"514/1 128.17 (15'SE2 12508 (15 NW) 8 40 "AC080 AND URUIYESVT 5 6 7 8 70" 1/77L/7Y EASEMENT 5' URLITY EASEWD, 15'PW017E.SEYER & D84AVAGEESYIT 1!47.9 NH 12 0.555 TRACT " =" RYVAIE SD/01 ES, 3d ALMS AND 1/17UIYESIIT PRWAIE sbER E3X1T 15'PR/YA1E089/1/A6 AND SRO, EMT 5 URL/7Y EASEMENT PEDESIRGW ANO PNWC 1/77/f/YEA371ENT 1 +185 33 .2s. 1 *5 342 - 4 TRACT "A" WATER COURSE SOUTHGATE PARK KEYSTONE WALL EX SAN ARH /9 -30 RE 1877 /E 181.6 SEMEN PPE SHALL EEPK., 4572/ 0-.70.54 6734 JS N ALL A/AMYOLES .SHALL HAW LADIVRS AND SAFETY STEPS ALL AM15/aLS STALL BE CHANNEL?? 10 771E CROWN OF NE .27ERS NOTE AS-170L7 /NFORMAT/ON /S AS OF 9/30/99. MANHOLE LAOS /N PAIEMENT ARE /N ATP R/M an/AWNS MAY CHANGE AFTER F/NAL LAYER OF ASPHALT PAkEMENT HAS BEEN APPL /ED. EX SAN MH,f9 -31 RE 208.4 /E 2022 (5'. S & 119 EDGE OF EX ASPHALT SPEC /F7CA77ONS ALL NOVA' SHALL 8£ AM Calf7YLVANCE NIA' *SPOT (APm) STANDAND PLANS AND SPEOFiCA710NS Rao ROAD, BR/OCZ AND A/UNAAPAL CQ1lS'111VC1104 CITY Ac- RUK1MLA RLSYC AWA'S 5(1fER CdKS1RUCim1/ AAD DEWZORI ENT STANDARDS AND 1 1f/£ 51rMER NS /CT STANDAND SRECR7C4110WS MAAWOLES SH,4LL BE 48-/NCH D/AA/EiZR, TYPE f MW EC EWWRAG' caws ThE MAIN/ f1Eiovr a NE R/SEW A81715 NE LOSE SHALL BE 21 /NCH= /NCYUD/NG f7PM/E AAD LINER RASE SEC110N 57 /ALL LCNTA/N 4 RRETA8R/CA/ID CONCRE7E a/ANM2 WWINER GLASS S/PRLi47E9 PLASH' L/WEN BY LY/ LINER L111 OR EQUAL 7//E /NEWT a - m - 01111E7 5E5E7? SHALL BE A AA4YAINA/ OF al FEET BF1ON fie /MMHG ANI£RT Ell/AWNS EX SAN MH /9 -32 RE 237.1 /E 230.1 __1 7-cSTfEET - -- A/4\ e$ % 0.2E2 0 D'L000 AX SAN NH /1L7 -12 RE 10248 1E 10090 (8 - R1 SJ EX ROCKERY /£ 10024 Or OUT N) Er COWL: WALL zqg \ 1 NOTE' 5EE SW'S C -15 et 0-16 FOR PROBLES NORTH GRAPHIC SCALE 0 20 40 80 =40' EDGE OF EX ASPHALT (ABANDONED) PPE DATA MH Na. TO /OH N0 S /OPC , 2 9.559, 2 EX 127/8" 3 4 6.51% 4 5 A941 5 6 A739' 6 7 2.611 7 11 10.3091 8 79 70.358 19 9 8848 9 - 10 5351 10 11 17981 11 12 14.951 12 13 8661 13 14 5.291 14 15 7241 15 18 15.201 16 77 5.451 17 15 2.241 18 EX 74.461 20 19 15131 CO (LOT 32) 20 1221 EDGE OP EX ASPHALT ` SAN MN /10-33 MANHOLE DATA AN ALLEGRE ENTERPRISE EVERM PHONE: 334 -5018 SEATTLE PHONE 743 -8140 MH NO. RIM ELEI7 /NP/ER T ELE1 171.69 2 165.99 15977 15955 3 7:9 181.41 4 8330 17304 172.87 5 - 779 09 171.29 171.19 6 .777.58 169.63 169.53 7 174.79 166 96 166.72 8 18.993 181.20 9 17870 170 42 17013 70 172.27 16272 16342 11 ( 168 67) 159.22 (FROM 441/ 7) 159.22 (FROM MH 10) 158.72 (OUT) 12 T 157.93 S 147.90 14745 13 153.45 ) 14295 142.65 14 Y 144.68 ( 135.48 135.18 75 ( 136.60 ) 131.90 (FROM NH 14) 131.77 (FROM MH 17) 131.41 (00T) 16 15338 14673 17 140 135.47 13532 18 12090 11150 11095 19 18609 175.63 (FROM 44H 20) 17554 (FROM M7/ 8) 17514 (OUT) 20 19758 EX SAN 416 /10 -31 /E 134.1 (8" /N) /E 133 8 (2r 007) EX SAN 416 /10-32 RE 149.85 RAW /E 14211 ( 8- 4 / /5141.45 "5) /E 141.35 (5 C ITYCFT BE PLANNED RESIDENTIAL DEVELOPMENT C FOSTERVIEW ESTATES F 1 2 DUJARDIN II DEVELOPMENT COMPANY I PRvsTA7XNl Atm WATER COURSE 4227P TIP P AAagi 4497E DEFLECT 1017E7PMA4N A/AX - 25' PER .VNT AS NEED S9 727 LOCATE MAW MAIN AS /AIOGAIED CV PLANS 7h COL/ CONCRETEOR /YE CONCRETE WALL CONCRETE WALK CONCRETE STEPS DEFLECT MERMAN MW LE 25' .[MVT )a MUVTAN OFISEICE fiH;M/ C 1- B; 22S4f71D lA7WfC L 77G E O £X ASPHAL T I ABANO O NEO) 50' A/AX S 1377f,' S f - s: 45'1191V 54/ x OMPE7E BLOOM STANDARD NOTES *STALL AL71'PPVSTA1O// ms s . w (Sir SIT C -14 ti e DEFLECT 18471781/81 AS %O2? 25' MAD: R7'PXIIIT - s: 45'BEAD (fi/X Ay! CO C@E7FROa1Mb 1- s' X 8' WE (11./ X PT,1 1 - ram war (44 1- 8' 847E M4LM' (k/A 418 CO C4E7ERCCWIC � r 1 - B'x s' 7lE(AUx 8,1 1 - a17E MtILLE(fl x,W) REARM EX h1Zl TAPOMSTA(L AEMMD moo 4IYX (1s's'AVAYJ 1. APPROA7WA1E LLCAT/ NS SWAPO UAUAES HAW BEEN 557744 D PAPAW AVAEABCE RECAWS AND ARE SHOMN FT CCWIt7V17VCE THE CONTRACTOR SHALL BE RESPLAMILE FLIP 14774 OF LC7CA770N SHOW AND ft4' L3SSCOIfPY CO PEE A/IOY7/AVAL U1E/7IS NOT SHOW SO AS 777 APCV0 DAMAGE OP A S'7LIPB4AVE 7fLE CCW7RAC75R SHALL cO/ITACT 774E U77L/77ES UNDERGROUND LCOA770N CE7V7R (7 -6180- 424 -5555) A W 7D C6N677700770111 7740E o#WEi' OR in'S REivrex/1517/IE . HALL BE C WTAC1ED F A UDU7Y CYA7rZN:T L f1S 2 CCNJRAC7LW 51/ALL /V077FYAE1RiCTEMMEER A Ahrigirede a' 49 HOURS IN ADVANCE a' ALL RECVA'S?S FOP STA/(FN M 71/ OP 4YS°ECT/ON • CON1RACT R /S RESPONSIBLE FOP CON7RYY AT 7741E OF STAKING 4 CCNRRAC/LW SHALL FURNSI/ MVP L7RAMAW FLW APPROVAL WERE RECURS) BY THE DETAIL S°ELIF/CA77ONS AND FAP VARIARON FROM! 1M EA E7PY' DESIGN • CONTRAC7124 SHALL INSTALL ELY//PU£NT 4V ACCLWDANCE /1 W 114NUFACT14'ER3' NFCOMMENDA1XNS MD /725 S°EOF/ AT/CWS AND O'lY LY RAYIMLA STANDAND£ • CL'NIRAC7LW SHALL FLAW1571 ALL MA7E7841S 7 ALL W.41ERMA/N PIPE SHALL BE WORE R4OSV CYASS' S2 -CN .X.WT OR MECHANCAL .XYNT, CEMENT -LINED OM 421.4), EXTERIOR COATED MTN COAL TAR KARIV/S'L INSTALL4F V 7O BE AN ACCORDANCE MTh' MANGPACTi 'E7P5 RtCQWTDARONS ALL F7TRAGS SHALL BE CAST NRON AND SHALL CONFORM TO .4W4( PORTIONS Cr ANSI STA/WARD A21.14 A21.11, 17162 B18 4 AND A21.5S NTH A A/4YINUEI PRESSURE RAIN O OF 150 PS ASO MILL BE CSIENT -L/NEa 8 ALL 547E MAWS 70 BE MUELLER. ALL N)DWANFS 70 BE MUELLER. 9. CUT-A6 AND U!£ TAPS 7U BE MADE BY C N7RAC7O? MD 025 SURM/N NT, E7IKIWA' AND CITY CV 77AY118A AWE MOST r M77717D 49 HOURS IN ADVA4 la CAST AVM MECHANICAL ..4WT SLEFIE COCPUMGS RECUIPED. It TAPPING .2Er6fS SHALL RE A L/aLE7P CAST /ROY .ZW EPDXY COATED S7EEZ, CW ROVAC SST MINI STAINLESS S1EEZ FLANGE 12 CON7RAC1C47 /S RES°ONS&LE FOP 6f RESI4G ALL E£7S744D Poo£ 77P ES AND SIZES fLW COUPLINGS CLNNEC710N5 CUT-A5 AND Uif TAPS. 15 5 1/2 FOOT M/AiWUM CO7ER OI472 AU WA7EWMA/N PIPES 14 DEYEZO°ER 717 PAY FR? STATE, COViNTY AND CITY 4NS°ECAOV FEES 15 ALL MEM? LOC417ON ' 70 //E COORDINATE], 7M77/ 1847E77 D/S7R/CT /125 SUPER/N7ENDENT. 16 ALL EA7S77NO f7RE HYDRANTS .4N49 HAM 70 BE OoERA7KNAL PRIOR 70 COAANIVODIENT 0245)7NIC7KAN. 1Z NO LLANS S ARE 70 BE MADE INRKV/T OR/TIEN APPROVAL BY 77/E W /125 SI/PE7%N7END- ENT OP DAS'77TACT ENGINES? AND THE CITY OF WAWA P11&.IC MARKS E7VONEE7P. fa REFER 7O ID /125 CONLV7I5Y5' AND STAN7ARIR5 AND 70 THE CITY OF 1UKIMLA STANDARD S°EC/F7CA77OVS RIP ALL REWAINNNf; NOTES AND DETAES 1.8 FROI 3/4' SERWCE LAVE AND TAP COIN FOR EACH £7 577NC W447E7? ME7E72 2a MA.WMUM ALLOWABLE O°E7V )RENO/ SHALL BE BO FEET. 21. STOOK PILES SHALL BE C177fRED RAW S4 ALL PEAVDS LW PRECIP /771710N. 22 MODAW PROCTOR CCMPAC1KN AND MOSTURE CCAIRCY TEST REARED AND CEWIE ' Cr NS PEPRPIS SY.ISW717ED 77 NE AS7R1C7EIV57AE<72 ALL CCWPAC7lON LNDER PAWL) MO 7RAFF7C AREAS SHALL BE 95r MAA7AEM/ DEWS/7Y ADD /ROOM PER 457/1 D-155Z ALL OTHER AREAS 70 BE 9122" MAIZARAV DENSITY AA D RPOO1 2X ALL VAL L£Sy FIRE NYDIPAN1S AND SERIES 70 ME AIP7ER S7O° 70 GTE /NOYUAEV AS PART O'' PRESSURE AND PURITY 7ES75 NO E V P170 24 7RAFFifC CONTROL .SHALL BE IN ACCORDANCE MR? WY OE' 7781I011A REEUI'PE.IN7V7S 25 ALL PIPE AND APPUW7EYAM'.ES 777 BE 7E37E9 7O /MWINN 10 FEET Cr ANY CLNNECROV POINTS UNLESS 0711I778ISE A/ OW; BYEN,'i1V.EER 2 : CINCRE1E 7HRLST BLOCAING SHALL BE PROWLIED AT ALL BENDS ?ZZSi VAL If3' OP OVER APPUR7ENAAc Y /MLE7Pf 4V7FRNAL FENCES REOL E RESTRAINT. BLOCIdMF SHALL EE 4V ACCORDANCE 111711 MD 1125 STANDARDS 2Z 7E57ING AND DISNFEC1KN O� THE WA7E7P SYSTEM DAW BE IMWES09 BY KO OM \\ , - 6' x4 °7FF(2Vx,V .., 8' PLAN 2 MA 7S MP 171925 Oa 4 cower swarm 1 - MAC4VT.lSSL7HY(fa4'NIMJ (Stf ID 025AETAL 3 - 77P) ALL REVOPEDD HYDRANTS SHALL SE DEZ/If7PED 70 7 E 1847D7 DS7RICT YARD BY THE CON7RAC7714. -8'x4 T CO MELT EX 4 if 177 AEI' B` 1V 2 - 4' 45' I4RT BENDS of RELOCATE EX 4' VAL b£ EBGE C1rISCRf7F EX. ASPHALT _ W f - B' x 6' TEE (M✓ X FL) 1 - s' a471" VAL If NEW my HH HALM Ra ) CONCRE7E LdO t7/10 1 - s' x s' TEE (K1 x fLj 1 - 6' mar sew (fi rag 1 - maw" Amer ma' Roo CYMf74E7RQAC O2OW- 2qg GRAPH /C SCALE 0 20 40 80. = 40' EX HYO EDGE OP EX. ASPHALT FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT COMPANY AN ALLEGRE ENTERPRISE EYEREIT PHONE 334 -5018 SEATRE PHONE: 743 -6140 z n � EASEliEWT PROPER7YLE U z EXPIRES 3 -15 -0 ,9 61 52.00 RECENE PLANNED RESIDENTIAL DEVELOPMENT PERMIT CEMIS'RLi 1 3 - [art -.- i�tl1 niussuiU! _� . off: llIUIII It iIi B Side Elevation w z� Rear Elevation Side Elevation 11 II1 DUJARDIN PLAN #2060 FOSTERVIEW ESTATES Upper Floor Plan j=1 SQUARE • • AGE MAIN FLOOR 927 SF UPPER FLOOR 1133 SF TOTAL 2060 SF GARAGE 523 SF DECK / PATIO 124 SF SQUARE FOOTAGE 15 MEASURED TO TI-IE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS.. OPEN TO EELOW SPACES AND GARAGE5 ARE NOT INCLUDED IN CALCULATIONS. Main Floor Plan DRAWING INDEX Al. CODE NOTES A2. FOUNDATION & MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & BUILDING SECTIONS Dl. STANDARD DETAILS D2. STANDARD DETAILS SL LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE e ra P ER:In - CENTER 11 TIR JOB NO 008522 BASE PLN B2000 -063 SHEET COVER SHEET 99085.22 ® I SHEET o 1 TITLE 1 Kappler Architects, P.S. 14311 SE 16th ST, Bellevue, Washington 98007 g (425) 641 5320 * Fax (425) 641 5318 STANDARD CODE E NOTES Date By Description � v 1 �" tRED ( AN .. r wasHmsrou M 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 MN 5 ME 1 gig � ! �9S gig 1 1 .01 atilt qt ;it I i IM lei b Y t g 1 V 1 ;S t F A R 1 r WN^ i 11 if a y � 6 alp :1:-g! = t„i i 1 =1ca 'l- o _R` 6 y3v g1°ALT RI i Oh 6 ii 411 1114144 TZliii li i s i . o �Y �8�6 a � <� ��P g� !Will i �g 111111i1 t 1t 111341 €7tR IV :;6R 1 E i lif Ilia C a'R 11 :0��QQs R aY 7z 44 ; AgA�G� rIr 4 1 R.Y as I a y 1 Ag F 1 R 1 if ALL FLOOR JOIST ARE: TJI PRO I50's AT i'52 oc VERIFY W/ MFG LAYOUT. SEE V. 06100 START FRAMING HERE CRAWL SPACE VENTS I. CRAWL SPACE AREA 929 SF 2. GRAIL SPACE AREA / 150 = 6JS SF OF VENT AREA REQUIRED 3. TYPICAL VENT S12E = 14.50, 5 •15% EFFICIENCY) = 58 SF PER VENT NET FREE AREA 4. VENT AREA / 58 = 1068 VENTS REQUIRED. 5, II VENTS 614CUN (SEE PLAN FOR LOCATION) 6, 11 VENTS x 58 = 63S SF OF VENT AREA PROVIDED. T. VENTS SHALL BE COVERED U ITH CORROSION RESISTANT WIRE MESH WITH OPENIN.S OF 1/4' MAX. S. VENTS LOCATED IN RIM JOIST MUST BE IATENIE Y BAFFLED. WSEC 502141 32'-0' Patio GoNC (FP -ri T)OXY2 t g Di ( FP -1 ) FOUNDATION /MAIN FLOOR FRAMING PLAN 1 GENERAL FRAMING NOTES 1 L FOUNDATION KEYNOTES CONCRETE STEM WALL 8' WIDE WITH MIN 15 FOOTING. 5EE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -1 CONCRETE STEM WALL 6' WIDE WITH MIN. 12•x6• FOOTING_ SEE DETAILS FOR ADDITIONAL INFORMATION SEE DIV. 3 SHEET A -1 CONCRETE SLAB ON GRADE SHALL BE 4' THICK STEEL TROWELED FINISH, W/ Sx6 WI.W1.4 WILE ON 4' GRANULAR FILL SLOPE 2' TO DOOR- PROVIDE THICKENED EDGE AT DOOR SEE DIV. 3 SHEET A -I 600 POST ON C2366_ 1' ABOVE SLAB ON 36'x36'x8' MAT FOOTING ON SOLID SUBSTRATE W /(4) 4 BAR EACH WAY. SEE DIV. 3 SHEET A -I CRAWL SPACE VENT, SEE CALCULATION BELOW. SEE DIV. 1 5HEET A -I ALL CRIPPLE WALLS ARE 2x6 OR 3x4 a 16' o.c. UNO. 14' MIN STUD LENGTH PER UBC SEE DIV. 6 SHEET A -I. 4110 BEAM LINE. MI1. I CLEARANCE FROM CONCRETE AT END OF BEAMS SEE DIV. 6 SHEET A -I 4,44 POST (SCAB POST AND BEAM 111114 2x4) ON SO* FELT ON MAT FOOTING UN.O. PROVIDE 4x6 POST s BEAM SPLICE 4 POSITIVE CON - NECTION FROM POST TO FOOTING. PER DETAIL 16/DI. SEE DIV. 6 SHEET A -1 ( -g 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE. SEE DIV. 1 SHEET A -I ELECTRICAL SERVICE= PROVIDE CO 2 1/2• SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND 5/8'x8' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE DI, 16 AND VERIFY 11/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, FIVAC, 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. 24'124'X1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) +4 BAR EACH WAY OR IT STRIP FOOTING PER DETAIL 16/DI 30'530'51' MAT FOOTING ON SOLID, SUBSTRATE W/ (2) +4 BAR EACH WAY OR 15' STRIP FOOTING PER DETAIL 16/DL 36'136'X12' MAT FOOTING ON SOLID SUBSTRATE W/ (2) +4 BAR EACH WAY FP -1 1 FP -2 1 FP -3 ) FP -4 ) ( FF-5) ( FP -6 ) ( F - 1 ( FP -5 ( FP -10) (FP -11) ( FP -12) ( FP -13 (FP -14) (FP -i5) (FP -16) FP - STUB STEEL 12'. INTO SLAB ® 12'oc FLOOR JOIST SEE DI, 6 SHEET A -I 4xS BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 51-15ET 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 ., v EXTEND PIER MIN I8' BELOW SURROUNDIi ar�"si 3' DIAMETER STEEL POST - CW:It EDGE OF CONCRETE FP -16 FP -19 ) (FP -20) (FP - 21) ( FP -22 1 (FP -23) FP -24) O SYMBOLS & LEGEN "I 1 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3, SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4, TRUSS DESIGN BY MANUF. TRUSS PLAN SHOWN I5 FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -I - TRUSS LOADING SEE DIV. 010001A SHEET A -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' oo. UNO. 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4 VERIF, E1 ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. s, ALL HEADERS ARE 4,410 DF 42 UN.O. PROVIDE (I) TRIMMERS 1D UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' 4140. SEE DIV. 06100 SHEET 4 -1 POINT LOAD FROM ABOVE >Y' POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERS. DOILN POINT LOAD TRANSFERING DOWN W/ LOADING yeV HANGER e4 POINT LOAD TRANSFERED BY KICKER 7p0 p ew HOLD DOWN WITH SIZE DESIGNATION! 1 VERTICAL STRAP WITH SIZE DESIGNATION v 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 1232,20%1M WALL BELOW NOT : UNLESS OTHERWISE NOTED. ENGINEERING py��ryq CALCULATIONS ARE NOT PROVIDED IN THESE DRMUIKW54 IIS ep PERMIT CENTER z CCS TITL JOB NO.: 9908522 BASE PLN B2000 -063 SHEET A2 99085,22 irk i 4 1 li rjr (FP -I) i III II DBLJL JLI lr if i � ® i r 1 r E 1 Ili pug Uii MI ' h J-1., -ILL �I ___, q! i 1 —' — - �.� - 1 n ( ( EP-11 1 , ` 14 Si■mstimmo iq 16'-6' kb i FP -23 - - - 4 , 3 '-0 I/2' ® 4' -5 U1' - Covered ( FP- Porch CONC. 4' BE, A. SLAB (FP -8 ) ) 'l ( FP -14 ) — / Garage (FP -3 yy 1 EP ® ILIF (FP -3) I 1 1 1_6 . /S / I (FP -10) L r � ALL FLOOR JOIST ARE: TJI PRO I50's AT i'52 oc VERIFY W/ MFG LAYOUT. SEE V. 06100 START FRAMING HERE CRAWL SPACE VENTS I. CRAWL SPACE AREA 929 SF 2. GRAIL SPACE AREA / 150 = 6JS SF OF VENT AREA REQUIRED 3. TYPICAL VENT S12E = 14.50, 5 •15% EFFICIENCY) = 58 SF PER VENT NET FREE AREA 4. VENT AREA / 58 = 1068 VENTS REQUIRED. 5, II VENTS 614CUN (SEE PLAN FOR LOCATION) 6, 11 VENTS x 58 = 63S SF OF VENT AREA PROVIDED. T. VENTS SHALL BE COVERED U ITH CORROSION RESISTANT WIRE MESH WITH OPENIN.S OF 1/4' MAX. S. VENTS LOCATED IN RIM JOIST MUST BE IATENIE Y BAFFLED. WSEC 502141 32'-0' Patio GoNC (FP -ri T)OXY2 t g Di ( FP -1 ) FOUNDATION /MAIN FLOOR FRAMING PLAN 1 GENERAL FRAMING NOTES 1 L FOUNDATION KEYNOTES CONCRETE STEM WALL 8' WIDE WITH MIN 15 FOOTING. 5EE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -1 CONCRETE STEM WALL 6' WIDE WITH MIN. 12•x6• FOOTING_ SEE DETAILS FOR ADDITIONAL INFORMATION SEE DIV. 3 SHEET A -1 CONCRETE SLAB ON GRADE SHALL BE 4' THICK STEEL TROWELED FINISH, W/ Sx6 WI.W1.4 WILE ON 4' GRANULAR FILL SLOPE 2' TO DOOR- PROVIDE THICKENED EDGE AT DOOR SEE DIV. 3 SHEET A -I 600 POST ON C2366_ 1' ABOVE SLAB ON 36'x36'x8' MAT FOOTING ON SOLID SUBSTRATE W /(4) 4 BAR EACH WAY. SEE DIV. 3 SHEET A -I CRAWL SPACE VENT, SEE CALCULATION BELOW. SEE DIV. 1 5HEET A -I ALL CRIPPLE WALLS ARE 2x6 OR 3x4 a 16' o.c. UNO. 14' MIN STUD LENGTH PER UBC SEE DIV. 6 SHEET A -I. 4110 BEAM LINE. MI1. I CLEARANCE FROM CONCRETE AT END OF BEAMS SEE DIV. 6 SHEET A -I 4,44 POST (SCAB POST AND BEAM 111114 2x4) ON SO* FELT ON MAT FOOTING UN.O. PROVIDE 4x6 POST s BEAM SPLICE 4 POSITIVE CON - NECTION FROM POST TO FOOTING. PER DETAIL 16/DI. SEE DIV. 6 SHEET A -1 ( -g 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE. SEE DIV. 1 SHEET A -I ELECTRICAL SERVICE= PROVIDE CO 2 1/2• SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND 5/8'x8' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE DI, 16 AND VERIFY 11/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, FIVAC, 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. 24'124'X1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) +4 BAR EACH WAY OR IT STRIP FOOTING PER DETAIL 16/DI 30'530'51' MAT FOOTING ON SOLID, SUBSTRATE W/ (2) +4 BAR EACH WAY OR 15' STRIP FOOTING PER DETAIL 16/DL 36'136'X12' MAT FOOTING ON SOLID SUBSTRATE W/ (2) +4 BAR EACH WAY FP -1 1 FP -2 1 FP -3 ) FP -4 ) ( FF-5) ( FP -6 ) ( F - 1 ( FP -5 ( FP -10) (FP -11) ( FP -12) ( FP -13 (FP -14) (FP -i5) (FP -16) FP - STUB STEEL 12'. INTO SLAB ® 12'oc FLOOR JOIST SEE DI, 6 SHEET A -I 4xS BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 51-15ET 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 ., v EXTEND PIER MIN I8' BELOW SURROUNDIi ar�"si 3' DIAMETER STEEL POST - CW:It EDGE OF CONCRETE FP -16 FP -19 ) (FP -20) (FP - 21) ( FP -22 1 (FP -23) FP -24) O SYMBOLS & LEGEN "I 1 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3, SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4, TRUSS DESIGN BY MANUF. TRUSS PLAN SHOWN I5 FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -I - TRUSS LOADING SEE DIV. 010001A SHEET A -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' oo. UNO. 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4 VERIF, E1 ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. s, ALL HEADERS ARE 4,410 DF 42 UN.O. PROVIDE (I) TRIMMERS 1D UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' 4140. SEE DIV. 06100 SHEET 4 -1 POINT LOAD FROM ABOVE >Y' POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERS. DOILN POINT LOAD TRANSFERING DOWN W/ LOADING yeV HANGER e4 POINT LOAD TRANSFERED BY KICKER 7p0 p ew HOLD DOWN WITH SIZE DESIGNATION! 1 VERTICAL STRAP WITH SIZE DESIGNATION v 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 1232,20%1M WALL BELOW NOT : UNLESS OTHERWISE NOTED. ENGINEERING py��ryq CALCULATIONS ARE NOT PROVIDED IN THESE DRMUIKW54 IIS ep PERMIT CENTER z CCS TITL JOB NO.: 9908522 BASE PLN B2000 -063 SHEET A2 99085,22 LY AD DD 0- 2_q GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL % OF GLAZING 1669 SF 285.02 SF 17.1 % SF. IS CALCULATED USN. THE REQUIREMENTS S T FORTH IN THE WASHINGTION STATE ENERGY CODE_ REFER TO ADDITIONAL DOCUMENTATIGN TO SUPPORT METHODOLOGY GP PERFORMANCE COMPLIANCE 4' - 8 V2' 2040 4' -4 V2' ' Patio CONC- 6068 SRo 24' - 32-0' 0 -6d' 8' SYMBOLS AND LEGEND FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 GFM MIN. - KITCHEN 100 CFM MftL -WHOLE HOUSE FAN 100 CR MIN. NOS WHOLE ! -10USE EXHAUST FAN CONNECTED A HOUR TIMER - 100 CFM MIN., NO QT THERMOSTAT a 50' ABOVE FLOOR O 110, SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED 24 140U0 TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET Al A PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM 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. ' -9 1/2 5' - 6' 4'-8 12' 0 -10' MAIN FLOOR PLAN Scala 114'4.0' 1 GENERAL PLAN NOTES 1 FLOOR PLAN KEY NOTES f P -1 3 P -2 P -3 P - 5 3 P -6 ) P -8 P -9 ) I P -10 � P -II P -12 ) 1 P -13) � P -14 P _ IS ) P -16 ) 1 P -11 3 1 P -18 P -19 1 P -20 ) P -21 ) ( P -22 ) 1 P-23) P -24 1. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAILITY 4400 'RATION SEE DIV. 11 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 5/3' TYPE 'X' GW.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. 01002.5 SHEET A -I i 3/8 MTo SOLID CORE DOOR WITH SELF CLOSER TO 50 TIGHT FITTING SEE Div. 010025 SHEET A -I STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 A. HEADROOM MIN 6' -8', WIDTH MN. 3-0, B. TREADS 10' MIN DEPTH, RISERS 8' MAX. HT. C. HANDRAIL MN. 34' TO MAX 30' ABOVE TREAD NOSING. HANDRAIL 1 I/2' MIN TO 2' MAX CRO55 SECTION DIMENSION AND 11/2' MIN_ CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING- AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(5)_ E_ COVER USABLE SPACE UNDER STAIR W/ 5/0' TYPE 'X' 00.B. (2) LAYERS o CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS_ SEE DIV_ 010026 SHEET A -L 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 IJBC, SECTION 310.4 SEE DIV. 08600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES N GARAGE TO SE IS' MIN, ABOVE TOP OF SLAB. SEE DIV. 15 SWEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO T0' ABOVE DRAIN INLETS. SEE DIV_ 09250 SHEET A -1 (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8 MAX. RISER WITH 10' MIN RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1005 SHEET A -I 10 324 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, 5HALL CONFORM TO UBC REQUIREMENTS. SEE DIV 010028 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO USC REQUIREMENTS. SEE DIV 010028 SHEET A -1 C. HEARTH. SHALL CONFORM TO UBC REQUIREMENT. SEE DIV. 010028 AND 9 SHEET A -I D. 5/8' TYPE 'X' 0100 ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3'. DIAMETER STEEL POST 35' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. B VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE DIV. 15 SHEET A -I UPPER AND LOWER LINEN CABINETS _- SOFFIT AREA I , INTEGRATED MAKE UP AIR 235 STUDS W/ R -19 INSULATION MIN. PLANT SHELF SQUARE FOOTAGE MAIN FLOOR 927 SF UPPER FLOOR 1133 SF 2060 SF GARAGE 523 SF DECK t' PATIO 124 SF TOTAL SQUARE (FOOTAGE 15 MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW. SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. llY Ul/ OITYt7FT Ala. P EERMITCOMM z TITLE 05 2 W <i i S✓ W 9 044 d (n z w � 0.4 8 t ,; (7 0 03 L() CO �d D C P N w cLi _A)` H: ' CJ� j f JOB NO 9908322 BASE PLN B2000 -063 SHEET 1 P -4 1 - I Dining �s CARPET Family ,0•.05 ,z .9 ,Z/10•,5 • 0592 .CARPET I P-O ) 12 EATING BAR L ... C cm 1 �E' . I 1 I 11 •42' HALF WALL UV 1� OFT OPESNa. db d 0 Kitchen VINYL r I C ,vl vlt., i 1 ._ 1 . 5 ._ 3 �.._ P -12) 2 . x . 3 . V2. - 5._3 VT V2 o Nm . m P r r\ F i — — j REFER : v n vNYL STORAGE - / dr iir) F 2� 06 I IN I� I - P -20 ABOVE I?'m2 • F' 1 1 . X i 0 m 5-514ELYES ■ ®� • Entry VINYL ( P_9 ) -31R' O. Fla � _ #I _ 3® o _ r ( P -19) l P - ( P -6 ) 3' -0 V2' 4'-5 V2' l P -4 ) Covered Porc CONC. , X1' V2' 6' -II 1/2' V-11/2 6' ' 2' A / [ P -9 ) I Garage cotNC R 1 .... SOTO OVHD DOOR R 1 8010 OVi-D DOOR 1 hass: T I 1 P -16 ) LY AD DD 0- 2_q GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL % OF GLAZING 1669 SF 285.02 SF 17.1 % SF. IS CALCULATED USN. THE REQUIREMENTS S T FORTH IN THE WASHINGTION STATE ENERGY CODE_ REFER TO ADDITIONAL DOCUMENTATIGN TO SUPPORT METHODOLOGY GP PERFORMANCE COMPLIANCE 4' - 8 V2' 2040 4' -4 V2' ' Patio CONC- 6068 SRo 24' - 32-0' 0 -6d' 8' SYMBOLS AND LEGEND FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 GFM MIN. - KITCHEN 100 CFM MftL -WHOLE HOUSE FAN 100 CR MIN. NOS WHOLE ! -10USE EXHAUST FAN CONNECTED A HOUR TIMER - 100 CFM MIN., NO QT THERMOSTAT a 50' ABOVE FLOOR O 110, SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED 24 140U0 TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET Al A PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM 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. ' -9 1/2 5' - 6' 4'-8 12' 0 -10' MAIN FLOOR PLAN Scala 114'4.0' 1 GENERAL PLAN NOTES 1 FLOOR PLAN KEY NOTES f P -1 3 P -2 P -3 P - 5 3 P -6 ) P -8 P -9 ) I P -10 � P -II P -12 ) 1 P -13) � P -14 P _ IS ) P -16 ) 1 P -11 3 1 P -18 P -19 1 P -20 ) P -21 ) ( P -22 ) 1 P-23) P -24 1. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAILITY 4400 'RATION SEE DIV. 11 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 5/3' TYPE 'X' GW.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. 01002.5 SHEET A -I i 3/8 MTo SOLID CORE DOOR WITH SELF CLOSER TO 50 TIGHT FITTING SEE Div. 010025 SHEET A -I STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 A. HEADROOM MIN 6' -8', WIDTH MN. 3-0, B. TREADS 10' MIN DEPTH, RISERS 8' MAX. HT. C. HANDRAIL MN. 34' TO MAX 30' ABOVE TREAD NOSING. HANDRAIL 1 I/2' MIN TO 2' MAX CRO55 SECTION DIMENSION AND 11/2' MIN_ CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING- AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(5)_ E_ COVER USABLE SPACE UNDER STAIR W/ 5/0' TYPE 'X' 00.B. (2) LAYERS o CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS_ SEE DIV_ 010026 SHEET A -L 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 IJBC, SECTION 310.4 SEE DIV. 08600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES N GARAGE TO SE IS' MIN, ABOVE TOP OF SLAB. SEE DIV. 15 SWEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO T0' ABOVE DRAIN INLETS. SEE DIV_ 09250 SHEET A -1 (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8 MAX. RISER WITH 10' MIN RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1005 SHEET A -I 10 324 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, 5HALL CONFORM TO UBC REQUIREMENTS. SEE DIV 010028 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO USC REQUIREMENTS. SEE DIV 010028 SHEET A -1 C. HEARTH. SHALL CONFORM TO UBC REQUIREMENT. SEE DIV. 010028 AND 9 SHEET A -I D. 5/8' TYPE 'X' 0100 ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3'. DIAMETER STEEL POST 35' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. B VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE DIV. 15 SHEET A -I UPPER AND LOWER LINEN CABINETS _- SOFFIT AREA I , INTEGRATED MAKE UP AIR 235 STUDS W/ R -19 INSULATION MIN. PLANT SHELF SQUARE FOOTAGE MAIN FLOOR 927 SF UPPER FLOOR 1133 SF 2060 SF GARAGE 523 SF DECK t' PATIO 124 SF TOTAL SQUARE (FOOTAGE 15 MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW. SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. llY Ul/ OITYt7FT Ala. P EERMITCOMM z TITLE 05 2 W <i i S✓ W 9 044 d (n z w � 0.4 8 t ,; (7 0 03 L() CO �d D C P N w cLi _A)` H: ' CJ� j f JOB NO 9908322 BASE PLN B2000 -063 SHEET r cn L? RIR DOLN CEILING FCR NVAC ( F -21 ( 1 ALL FLOOR JOIST ARE 11 -1(2' TJI PRO 150'.5 AT 192' oc VERIFY W/ MFG- LAYOUT, SEE Div. 06100 START FRAMING HERE 412 DP2 4QDP2 4»DP2 14x12 DP2 CANTILEVERED FLOOR JOISTS UPPER FLOOR /LOWER ROOF FRAMING PLAN Scab 1/4'. -0 2x6 RAFTERS w/ 214 CEILING JOISTS 2x6 RAFTERS w/ 2x4 CEILING JOISTS 1 GENERAL FRAMING NOTES 1 FRAMING PLAN KEYNOTES ( F -1 ( F -2 ) F -3 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 ( F - J JOIST WITH NO TOP PLATE CUT ADJACENT TOP OF BEAM IS FLUSH WITH BOTTOM OF FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIV. 06100 SHEET A -I FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM O= JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR NVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS ( F-4 ( F-5 (FBI ( F-0 ( F -9 ( F -10 ( F -11 ( F -12 ( F -13 ( F -14 ( F -15 SYMBOLS & LEGEND I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3_ SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL 4_ TRUSS DESIGN BY 1-IANUF. TRUSS PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE DI, 6100 SHEET A -1 - TRUSS LOADING SEE DI, 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN ROOF FRAMING SPACING, 24' oc. UN o. 6, ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4. vERFY_ S_ ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. g_ ALL HEADERS ARE 4x10 DF +'2 UNA. PROVIDE CD TRIMMER STUD UP TO 4' -0' SPAN AND C2) TRIMMER STUDS OVER 4' -0' UN.O. SEE DI, 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR NVAC DUCTING_ SEE DIVIS SHEET A -1 RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL 2X6 OVERFRAMING a 24' OC 246 CEILING JOISTS m 24' OC POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING ® POINT LOAD TRANSFERG.G DOWN POINT LOAD TRANSFERING DOWN W/ LOADING 0� l� re HANGER POINT LOAD TRANSFEREE, BY KICKER ▪ 4' HOLD DOU.N 4111 -1 5144 DESIGNATION !7„; - VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED 014 FLOOR BELOW ST>oc _ HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR. WALL 1 WALL ABOVE TEEZEZIEffir WALL BELOW NOTE: .UNLESS OTHERWISE NOTED, ENGINEERING CALCULATIONS ARE NOT PROVIDED 4 THESE 10 C15 Lf7 CV -. LL .7= c_ j Ch V S co Q r c CD TITLE JOB NO.: 9108522 BASE PLN B2000-063 L 8' -0 10' 0' 5046 WALL LINE BELOW ROOF LINE BELOW 6'-II' 32'-0 / ' - 3 32_0' / I4' -0' SYMBOLS AND LEGEND QF FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 C91 MIN. - KITCHEN 100 CR- MIN. - 1124QLE HOUSE FAN 100 CFM MIN. VTOS wT WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFI MIN, VTO THERMOSTAT s 50' ABOVE FLOOR 110v SMOKE DETECTOR PER UBC WITH BAI Itl<Y BACKUP INTERCONNECTED (T 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET AI 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 HEATER TO FRAMING TOP AND BOTTOM. D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. 6'-8 V2' 13' -8 I2' UPPER FLOOR PLAN Scab V4'.P_0' 1 GENERAL PLAN NOTES 1 FLOOR PLAN KEY NOTES OCCUPANCY SEPARATION: APPLY (I) LAYER 5/8' TYPE 'X' GWI$. 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. $EE DIV. 01002. SHEET A -1 • 3/8 MIN. SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE Div. 01002.5 SHEET A -1 STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 A. HEADROOM MIN. 6' -8', WIDTH MIN. 3' -0•. B. TREADS 10' MIN DEPTH, RISERS 8' MAX HT. G. HANDRAIL MRN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL 1 V2' MIN. TO 2' MAX CROSS SECTION DIMENSION AND 1 1/2 MIN. CLEAR FROM WALL, RETURN RAIL ENDS_ D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALLC5, E COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'X' GW10. (2) LAYERS ® CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS 114AN 4' BETWEEN BALUSTERS. SEE DIV. 01002.6 SHEET A -1. SAF'cTY GLAZING PER 500, SECTION 2406 ( P. - j 4_ WINDOWS WITHIN I0 OF FLOOR B. WINDOWS W11H11 A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIV. 08800 SHEET A -1 EGRESS WINDOW PER UPC, SECTION 310.4 SEE 011. 08600 SHEET A -1 IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE 18' MIN, ABOVE TOP OF SLAB. 5EE. DIV. 15 SHEET A -1 COYER WALLS ADJACENT TO TUBS AND 510WERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIV. 09250 614EE1 A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING_ 8. MAX RISER WITH 10' MIN. RAN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UPC, SECTION 1006 SHEET A -1 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 ( 0 -I ( P -2 ( ( 0 -3 ) P -5 ( P - 6 ) 0 -1 0 -5 0 -5 j ( 0 -10 ) ( P - 11 ( ( P -12 P -13 ( (0 -14) P -15 P P -11 0 -18 P -19 P - 20 1 [P -21) P -22 ( P - 23 ( P -24) I. SEE COVER 54EET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAILITY INFORMATION SEE DIV. 11 SHEET A -1 3. SEE BUILDING ELEVATION FOR WINDOW 005041IOIN 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. WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO MSC REQUIREMENTS. SEE Div. 010028 SHEET A -I 5. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 010025 SHEET A -I C. HEARTH 5H422 CONFORM TO UBC REQUIREMENT. SEE Div. 010025 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 UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NO51NG5. 5 VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE 015. 15 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR _ 2x6 STUDS W/ R -19 INSULATION MIN. D2DDD 2a Ili CITY OF TU55gLA PERAT CENTER W I j Q N - X *� W z 4 4 9 w0 Q 12.• 0 0 O Z l Al Cj I A JOB NO.: 9908.522 20 0 LO 20 d 09 'Cr 0) X LL O 0 CD CO CD LC N CV BASE PLN B2000 -063 SHEET A5 99085.22 M. Bdrnt CARPET ®' m 5' -b' l' -0 12' SD 3'.5 m 1 I I p 1 m 1 Bd #3 CARPET V2 2¢ 3'-6 12' -5 12' • �. 2fe J. .... s M. Bath CA i m Q SD Bdrm #2 CARPET CARPET 12:11 , ✓ _ I �` 5'-3 Vl' 3'-3 UT II 5,2. ;5D _ 5@ 8 P 2949 c1 SHELF 2650` 9 . 5♦BF Open To Below ® Bath PROS VINYL ( , V, � P -1 En 41 m 3' -3 I2' 26 2 6 6' -0' 10 -6 Irr 3 4' -512' 3030 4'4 1/2 Bonus Rm. _ CARPET r r - 1 L _ L J 1 ■ B Imo' 5046 L 8' -0 10' 0' 5046 WALL LINE BELOW ROOF LINE BELOW 6'-II' 32'-0 / ' - 3 32_0' / I4' -0' SYMBOLS AND LEGEND QF FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 C91 MIN. - KITCHEN 100 CR- MIN. - 1124QLE HOUSE FAN 100 CFM MIN. VTOS wT WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFI MIN, VTO THERMOSTAT s 50' ABOVE FLOOR 110v SMOKE DETECTOR PER UBC WITH BAI Itl<Y BACKUP INTERCONNECTED (T 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET AI 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 HEATER TO FRAMING TOP AND BOTTOM. D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. 6'-8 V2' 13' -8 I2' UPPER FLOOR PLAN Scab V4'.P_0' 1 GENERAL PLAN NOTES 1 FLOOR PLAN KEY NOTES OCCUPANCY SEPARATION: APPLY (I) LAYER 5/8' TYPE 'X' GWI$. 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. $EE DIV. 01002. SHEET A -1 • 3/8 MIN. SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE Div. 01002.5 SHEET A -1 STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 A. HEADROOM MIN. 6' -8', WIDTH MIN. 3' -0•. B. TREADS 10' MIN DEPTH, RISERS 8' MAX HT. G. HANDRAIL MRN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL 1 V2' MIN. TO 2' MAX CROSS SECTION DIMENSION AND 1 1/2 MIN. CLEAR FROM WALL, RETURN RAIL ENDS_ D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALLC5, E COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'X' GW10. (2) LAYERS ® CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS 114AN 4' BETWEEN BALUSTERS. SEE DIV. 01002.6 SHEET A -1. SAF'cTY GLAZING PER 500, SECTION 2406 ( P. - j 4_ WINDOWS WITHIN I0 OF FLOOR B. WINDOWS W11H11 A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIV. 08800 SHEET A -1 EGRESS WINDOW PER UPC, SECTION 310.4 SEE 011. 08600 SHEET A -1 IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE 18' MIN, ABOVE TOP OF SLAB. 5EE. DIV. 15 SHEET A -1 COYER WALLS ADJACENT TO TUBS AND 510WERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIV. 09250 614EE1 A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING_ 8. MAX RISER WITH 10' MIN. RAN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UPC, SECTION 1006 SHEET A -1 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 ( 0 -I ( P -2 ( ( 0 -3 ) P -5 ( P - 6 ) 0 -1 0 -5 0 -5 j ( 0 -10 ) ( P - 11 ( ( P -12 P -13 ( (0 -14) P -15 P P -11 0 -18 P -19 P - 20 1 [P -21) P -22 ( P - 23 ( P -24) I. SEE COVER 54EET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAILITY INFORMATION SEE DIV. 11 SHEET A -1 3. SEE BUILDING ELEVATION FOR WINDOW 005041IOIN 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. WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO MSC REQUIREMENTS. SEE Div. 010028 SHEET A -I 5. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 010025 SHEET A -I C. HEARTH 5H422 CONFORM TO UBC REQUIREMENT. SEE Div. 010025 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 UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NO51NG5. 5 VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE 015. 15 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR _ 2x6 STUDS W/ R -19 INSULATION MIN. D2DDD 2a Ili CITY OF TU55gLA PERAT CENTER W I j Q N - X *� W z 4 4 9 w0 Q 12.• 0 0 O Z l Al Cj I A JOB NO.: 9908.522 20 0 LO 20 d 09 'Cr 0) X LL O 0 CD CO CD LC N CV BASE PLN B2000 -063 SHEET A5 99085.22 ROOF VENT CALCULATION BASED ON 3 2 HOLES PEA VENT BLOCK ROOF V EN T CALLS BA5ED ON UBC SECTION 15053 TOTAL ROOF AREA 1254 SF/U00 =418 5F OF VENT AREA RE 50 % AT EAVE = 249 SF REQUIRED 50 % e 36' a ABOVE. EAVE = 209 SF REQUIRED 3 ROOF JACKS AT 50 SQ. N. EACH =15.0 SQ. IN, 104 : SF 62 LF. OF EAVE VENTS AT 52 SQ. INJLF =3224 SQ. IN. =224 SF 1_ GABLE END YENTS', AT 12 x24 .355 5Q IN. :025 SF 2 GABLE END. YENTS AT 0- = 4.0 5Q IN -900 SF 2 GABLE END VENTS AT 24 DIA. =1160 SQ. IN: =.81 5F ■ TOTAL VENTS'. PROVIDED ROOF JACKS ' = 104 SF EAVE VENTS . = 224 9, GABLE ENP VENTS. = 105 SF TOTAL SF OF VENTS PROVIDED = 493 5F • 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 UPPER ROOF FRAMING PLAN SCALE V4'•1' -0' 1 GENERAL FRAMING NOTES I 1 FRAMING PLAN KEYNOTES I [ F -1 1 [ F -2 J [ F -3 1 ( F -4 [ F -5 [ ( r "e t [ F -1 [ -8 J F -9 [ F -I0 F -II F -12 [ ( F -13 ) [ [F -15 1. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVER5HEET FOR ALL NOTES AND REQUIREMENTS CONCERTING MECHANICAL, PLUMBING, AND ELECTRICAL. 4_ TRUSS DESIGN BY MANUF. TRUSS PLAN SHOLLN IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -1 - TRUSS LOADING SEE DI, 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' oc. ANA. 6.RO0F PITCH- EXTERIOR PER ELEVATIc*1 INTERIOR PER SECTION. 1. RAFTER TAIL 2x4_ VERIFY. S. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9, ALL HEADERS ARE 4x10 DE 2 UNA. PROVIDE CI) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' LINO. SEE DIV. 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING_ SEE DIV.15 SHEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE CF JOIST WITH FACE OF WALL ALIGN INSIDE FACE CF BEAM WITH OUTSIDE FACE OF WALL UPSET - ESOTT F1 CF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM I5 FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION DIV. 01002 SHEET A -1 FLOOR .101ST - SEE SCHEDULE DWG. SEE DI, 06100 SHEET A -1 SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIV_ 06100 SHEET A -1 FLUSH BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM E BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMF'S DOWN BELOW JOISTS 2X6 OVERFRAMING ® 24' OC 2X6 CEILNG JOISTS s 24' OC SYMBOLS & LEGEND 0 POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING t9 POINT LOAD TRANSFEPING DOWN 0 2V POINT LOAD TRANSFERING DOWN W/ LOADING • H POINT LOAD TRANSFERED BY KICKER K V 'HOLD. DOWN WITH SIZE DESIGNATION 1 /� VERTICAL STRAP WITH SIZE DESIGNATION 'TO BE' USED ON FLOOR BELOW - HORIZONTAL STRAP WITH:. SIZE DESIGNATION INDICATES BEAM CALCULATION WITH '.INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL 1 r WALL ABOVE 31121ESSEEr WALL BELOW NOTES UNLESS OTHERWISE NOTED, ENGINEERING CALCULATIONS ARE NOT PROVIDED IN TFIES PERMIT CENTER TRLE JOB NO. 99085.22 BASE PLN B2000 -063 SHEET 99085.22 SIDE ELEVATION Scab V5'.I' -0' REAR ELEVATION 9rale V8 -0• SIDE ELEVATION Scab w.r -0• TYPICAL BUILDING' MATERIALS ROOF CONSTRUCTION ROOFING: (DIV BUILDING PAPER: (DIV. 7) SHEATHING (DIV. 6) INSULA TION: (DIV. 7) SOFFIT: (DIV. 7) OWB: (DIV. 9) GWB: (DIV 9) 11/2• GWB FLOOR CONSTRUCTION FLOORING: IV. 9) SUBFLOOR: IV 6) FRAMING: IV. 6) INSULATION: (DIV. 7) SOFFIT: (DIV. 7) TRIM:(DIV. 6) WINDOW: (WITH NO BRICK MOLD) CORNER BOARDS: FASCIA INN q■ 1111o1I1InIn1I . In11IRIIII 1U11111 n.11111n1111. 11111 ■IIIuIu11111■In11I11111■1111I ■111 II #IC [ ntiif l[1 � NII mn■n111 MNIIIMnln11n1111m11rp I II11aii1 11r111m111m111m111i 11111111.I111iI11111I111m111111 l �l ili[ 11(► i llll/ I�i11mIIIIIl1■ IU'' i, mnlmnlli fllnmm11 .11111f11mm�111In1IIIuI1m m11I11/iflhiLn/111UiInnlI' ��111m111mn11Irn11lllnlmlllllm11ml11mlll 1it111<mmimmnllliuIi.IP ••' ` 7n1 1 1rmmnnImnlminllnlnll'rnlmmll■II InIIIIIu1illnvintw•P -, 11um111 /101fui11mnmmminminmin mnm ®IIIIIII1mD' dmlimi sig11I V/m11u1■!t1I1mnmmmmminl li ,.u11[tuIV'' �mIIIIIiiIIi im11i1n111/InmIf11111n11 �. Ad•i•111 /I�tllmll .. IIIIHi1fIIf111�1► " =---- �n111n11111 ■11IIIrI1111/IIIIIn11111■11 • • • • ■.il mmIIIIIIIIIIlII � 11uIl I (P ..r11!11 `huIUIIHI■IIIII Imp Iln l= 'IItIII�I►"!. 11io' - In11nn111nnlnnn I M ., "V1m11ninumin1 2x8 TRH • Ems _. w , 1 , m.......--a--.-0 ... ■■.■ I..1�•.•.1�•.•.... 101 11111111111111 1 . .4= X 111 111 11''111 '.:!1��° �lnlmumnnlmiiiii lInnmmmmlmll� KM11111111111MOURI11m/MMEM1111IlIm01UNIl 111nn1IIIIIIIMMI 11nMEMII 111n11111In11111■n111nn111r1 11111111111 ■11111■111m11111111111111111111 MERmI1111 Ik∎ is No No am No mom mow Nem mo m= ... :I.... 1,. . .. a l - s ....,_. 11 I� / — =m= TOP CF PLATE WIN. NDR NGT. 6' NORM SIDNG 2x4, 24 CORNER BOARD9 - T T P. 2 x6 TRW! UPPER FLOOR TOP OF PLATE WI6L NDR NGT. 616 TRIM 12' 5Q. ROUGN SAWN PLTWOOD COLU'N 2x4 TRIM 2. TRIM 9• 6Q BASE / SNrriaLE 5iDi4 MAN FLOOR ro 230 STOOLEOARD OVER 60 TRY W 616 x6' DE(I LS •24•x 9)x4' GABLE DID VENT IB' SRITIERS - TIP. Zx6 TRIM SHINGLES (DIV. 010005) 30# BUILDING PAPER 1x4 SKIP SHEATHING SOLID AT EAVES. &I ur ELSEWHERE PER PLAN R -30 BLOWN -IN I/2• RE-SAWN PLYWOOD sir GWB EXTERIOR WALL CONSTRUCTION SIDING MATERIAL: (DIV. 7) WOOD SIDING (DIV- 01005) BUILDING WRAP: (DPI. 7) 15# BUILDING PAPER SHEATHING: (DIV. 6) 2 7/W x 009 OS EQUAL AT 6' OC FRAMING: (DIV. 6) INSULATION (DIV. 7) R -13 BATT W/ 31TEGRAL VAPOR BARRIER FINISH PER PLANS (DIV °I005) 3/4• TAG (PLYWD, COMPLY, OR EQ.) PER PLANS R49 BATT 1/2' RESAWN PLYWOOD MAN 9.009 FRONT ELEVATION Scab V4'.I' -0' Open To Below T4I BEYOND BUILDING SECTION A -A D2 OOd Bdrm #2 FLOOR JOISTS PER PLAN FLOOR JOISTS FER FLAN Family Crawl Space SEE SITE PLAN FOR SITE SPECIFIC FOUNDATION INFORMATION Bdrm #3 UPPER FLOOR TOP OF PLATE MAIN FLOOR PERMIT' CSR z 1 V ° _ c (0 � co IcC a l Cb Q. — Ln Fur 0, cCs P P _ T iLE JOB NO.: 9908522 1 BASE PLN B2000 -063 ii ro `�ryxx�r• FINISH GRADE TOP 05 DOWEL 3/4'=7 -7 2' -4' FOUNDATIO 3/4W-O' NOTE: BASEMENT SLAB MUST BEN PLACE PRIOR TO FULL BACKFILLING OF WALL. NO INSULATION BETWEEN BASEMENT SLAB AND STEM WALL. TOP OF SLAB O., :,p Oe -s FOU DATIO D TAIL 2x H 2X4 TOP PLATE GARAGE DOOR Mx, (SEE FRIG. PLAN FOR SIZE) NAIL SHEATHING TO 141DR W/ Sd NAILS s 3' O.G. a SNR WALL LOC. WO. ON SHR WALL SCHED. 2 2x4 STUDS -NAIL SHEATH. W/ 8d NAILS a 3' OL. TO EACH STUD UtNO. ON SHR WALL 50-ED. NAIL 8d NAILS a 3' O.C. a ALL PLTS., HDRS. ( STUDS UNO. ON SHR WALL SCHED. 2 2.4 AT ANY" SHEATHING JOINT 1/16 O.SB. SHEATH!. 57141)14 STRAP TIE ANCHOR (NAIL TO BOARD FOR, BEND UP AFTER CONCRETE CURES.) USE 38 -16.2 I/8 NAILS EACH uNO. 2 -2X4 PLATES NAIL SHTG. TO EA PLATE 0) 5B'PA$111/MNL I' EMBEDMENT MO. ON SHR WALL SGHED. CONTINUOUS FOOTING ®APA LATERAL RESTRAINT PANEL 17000- 06100-12 3 /4=i -O' 0600 FOUNDATION DETAIL 3/4 - =T-7 TIGHRINE 1- 1111116 111111 =III = 111 �11 1u 11= nail= lnm =ml'N =1inn= 111111=111111_ 11111 =III — 11111 - 111111 111E111 1111 nnn nl = n - _nnIL._n0n = nnn -1 11111_ Ii11111111=11N1 5/0'6,10' AB. W/ 2'0'X3/1' S.O. STEEL PLATE WASHERS a OO. (ON 3 SHEET A -U EXCEPT AS NOTED ON SHEARUALL SCHEDULE l' MIN EMBED. 0)•4 BAR a TOP HE •4 IGHYET RT. BAR LL a 12' oc, FULL (DIY. 3 SHEET A -I) •4 VERT. J- BAR s6' (DIV. 3 SHEET 4-1) DAMP PROOF. ( Div. 1 SHT AU •4 HORZ BAR a 10' oc 1' -6' OVERLAP (MIN) (DIV. 3 SHEET A -U 4' PERM. FM. ORAN W/FILTER IN 24' GRAVEL BED. (DIV. 2 SHEET A -I) (4).4 BAR CONT. (Div. 3 SHEET A -I) SOLID SUBSTRATE 4' CONC. SLAB OVER 4' ROCK OVER VAPOR BARRIOR 03300 - 24 \� /4' =1 08100 5/8'0x10' A$. W/ 2'0'X3/16' SLL STEEL PLATE (Div. 3 SHEET ET A-U EXCEPT AS AS NOTED ON SHEARWALL SCHEDULE l' MIN EMBED. (2) N BAR TOP '4 VERT BAR a 10' oc, FULL HEIGHT OF WALL (DIv. 3 SHEET A -1) S VERT. TR S' (Clv. 3 SHEET A -U •4 HORZ. BAR s 10' oc (DIv. 3 SHEET A -I) •4 6AR a i2' (DIv. 3 SHEE A -V DAMP PROOFING ( DIv l SHT Al) 2' CLEAR (5) 4 BAR CONT. (DIv. 3 SHEET A -I) SOLID SUBSTRATE 4 GONG. SLAB OVER 4' ROCK OVER VAPOR BARRIOR ADD BARS TO MATCH REINFORCING PER PLANS LINE OF EXCAVATION STEPPED FOUNDATION DETAIL ® 03300. 00000 -25 CRIPPLE WALL o FOUNDATION "MME IM 111111 -1111 dil_ M TYP. FLOOR FRAMING PER PLAN (DIV. 6 SHEET A -U , BLOCKING OVER BEAM BEAM PER PLAN POST PER PLAN OVER NERVESTRAL CONT. FOOTING PER PLAN MAT FOOTING PER PLAN 0) CONT. •4 BAR A35 RAPI.T TO FOOTING FOR POSITIVE CONNECTION. PER JURISDICTIONAL REDUIREMENTS. (D1 ROOK FRAMIN (DIv 6 SHEET A -U G PER PLAN TTP. EXTEROR WALL CONSTRUCTION PER PLAN (Div 6 SHEET A -V LOCATE SHEATHING JON, e COMMON MEMBER RIM BOARD LOCATE SHEATHNG JOINT e COMMON MEMBER CRIPPLE WALL PER PLAN SEE FOADATION DETAIL.) TTP. ROOK FRAMING I ER PLAN (Div. 6 SHEET A -I) SCAB TOGETHER W/ NAILER EA SIDE AT BEAM SPLICES USE 2x4 SCAB EACH SIDE TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIV. SHEET A -I) RIM BOARD CRIPPLE WALL, PER PLAN, WITH A MIN MD LENGTH OF H' PER WC SEC. 2320115 (DIV, b SHEET A -A SEE FOUNDATION DETAIL(5) CRIPPLE WALL © FOUNDATION TTP. EXTERIOR WALL CONSTRUCTION PER PLAN (Div. 6 SHEET A -U TIP. FLOOR FRAM. PER FLAN (DIv. 6 SHEET A -I) SOLID BLOCKING OvER SUPPORTS LOCATE SHEATHING JON. s COMMON MEMBER RIM soar 1x3 1' CONT. SOFFIT VENT I2 RESEW PLYWOOD 0SOFFIT TREATED MUD SILL SEE FO NDATION DETAILS 03/e:44Y CANTILEVER FRM'G AT FOUNDATION @FURRING DETAIL 03300- 00000 -23 06100-03300-02_TJI 3/4W resvii[issu -E- POST /FOOTING CONNECTION T93/4W-Or 06I00-03300-10_TJI L SLAB ® STEM WALL 3/4' =1-0' TIP. E -a'fGF BALL CONSTRUCTION PER PLANS (Div 6 All CONE_ O.ER 4• ROCK OvER VAPOR BARB SZ R -ID EaGE7 F79$ATiON 2X10 TREATED P1+TE C,SET 3(4' SEE FOI5DATION DETALS TYP - ,Ch' E"iHdOR WtsSL CCSiRACilON PER FLAN (Div 6 BEET A41 r AIRSPACE E MEDI. PAPER MA:ONRT vEMER 3 Vt' FOUNDATION DETAIL 3/4 - HOOKED DID MASOFF 12EEic FE TO FRAM. EV 2 SO. E_ (DIv4 Sm. AD CO4T_FN av WEEP WILES a TREATED MUD 511.J_ (W.6 BEET A-U SEE FO DATIRI DETALS PER PLAN D A SHEET A- ITRICTIRJ 4' ...SLAB OYER 4' GRAVEL BED (DIv. 3 SHEET A -I) TREATED MAD SILL (DIY 6 SMET A -1) SEE FOUNDATION 6 VERFT GRADE CONTORS NOM NO THIS DPTION CAN NOT BE ILiED AT SHEAR ROLLS_ 04200. 06100- 02_TJ1 06100-03300-21_T.11 GAB. TYP. (Div. 9 SHEET A -1) NTERIOR BEAR. WALL (Div. 6 SHEET A -I) IT0x 10' AB. e 4'-0' 0.C. (DI, 3 SHEET A -U SLAB ON GRADE PER PLAN (Div- 3 FAEET A -I) VAPOR BARRIER CONT. SPREAD FTC. PER PLAN (DIV. 3 GHEE T A J s 45' 0).4 BAR CONT. (DIV. 3 SHEET A -I) FOUNDATION /FRAMING CONNECTION .FOUNDATION DETAIL 3/4=7-0 03300 -�0.oa 3/4 =T-O' HANGER OPTION EXT. DOOR AND FRAM (DIv. 8 SHEET A -I) DOOR THRESHOLD FLASH. AS RE00 (DIV. 'SHEET A U NER✓ESTRAL FLASHING 4' CONC. SLAB OVER 4' GRAVEL BED (Div.4 SHEET 4-1) 2012 TREATED TP.ESHOLD TRIM RM JOIST TREATED MUD SILL (Div. 6 SHEET A-1) •4 vERT. RE -BAR FROM STEM WALL STABBED INTO SLAB TYP. FLOOR FRAM. PER PLAN (DIv. b SHEET A -U HAMER PER MFG (DIv. b TYP. FLOOR SHEET FRAMMG E'ER PLAN A -U EXT. DOOR AND FRAME (DIY. 8 6HEET A -11 X DOOR THRESHOLD FLASH. AS REVD. E (DIv. T SHEET A -I) NERVESTRAL FLASHING 4' CONC. SLAB OVER 4' GRAVEL BED (DIv. 4 SHEET A -A TREATED MUD SILL (DIV A -U I AIRSPACE TYR WA •4 IT RE -BAR FR(R1 STEM LL STUBBED INTO SLAB ROST AND BEAM PER PLAN (DIv . 6 FLOOR SHEET A-11)% PER PLAN (DIV TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIV. 6 - SHEET A -U TREATED MUD SILL SEE FOUNDATION DETAILS POST AND BEAM PER PLAN FNISH GRADE TOP OF DOWEL TOP OF FT, O IL 0 0-1300 oa_T EXT. DOOR THRESHOLD DETA .C4AN' =T-O' TILEVERED RETAINING WALL 3/4 =f-0' 0610 Jl J � 3 / oaaoo- 00000 -22 FULL WIDTH TREATED MUD SILL I NOTE: FOOTING DOES NOT SLIDE IN THIS CONDITION, FOOTING SPANS HORIZONTALLY. I/2' CLEAR OP OF SLAB TOP OF J -BAR PER PLAN 'I -11 a -L I I' -0' / 2'-5' 8' I' -0• FOUNDATION DETAIL =7 3/4'-O' EXT. DOOR THRESHOLD DETAIL 3/4'=7 - 06100-033000 -05 TJI FRAMING PARALLEL TO STEM WALL _1— FRAMING PERPENDICULAR TO STEM WALL I/1 0x10 AB. W/ 2'0'X3/16' 6.0. STEEL PLATE WASHERS s 4' -0' O.C. (DIV 3 SHEET A -I) EXCEPT AS NOTED ON SHEARUALL SCHEDULE 1' MIN EMBED. '4 HORIL BAR 10' 0.C., I' - I' - GORIER OVERLAP (DIV. 3 SHEET A -U •4 VERT. BAR SAME AS STUB STEEL SPACING. (01v. 3 SHEET A-1) TIGHTLNE NC. DAMPPROOF (Div. T 51-BET U EET A - •4 STUB STEEL FROM Fr, s 16' O.C. (DIV. 3 SHEET A -I) 4' PERE FM. DRAIN W/FILTER N 24' GRAVEL BED (DIV. 2 SHEET A-1) SOLID SUBSTRATE (2) •4 BAR CONT. (DIV. 3 SHEET A -I) Wiz, ' TIGHTLINE T 0x10' AB -W ) X3)16' STEEL WASHERS PLATE s 4'-O-0 ' 0.C. (DIv. 3 SHEET A-I) EXCEPT A5 NOTED ON SHEARUALL SCHEDULE 1' MIN EMBED. (2)•4 BAR a TOP •4 vERT. BAR 12' oc, FULL HEIGHT OF WALL (DIv 3 SHEET A-1) DAMP PROOFING (DIV.1 SHT AU •4 vERT. J -BAR • 12' oc (Div.3 SHEET A -I) •4 HO ZII: 10' oc 1' -b' OVERLA (MINI 4' PERT Fr, Fr, DRAIN W/FILTER IN 24' GRAVEL BED. (Div. 2 SHEET A -I) (4).4 BAR CONT. (DIv -3 SHEET A -1) SOLID SUBSTRATE 5/8518,10 AB. W/ 2'0'X3/16• SO STEEL PLATE WASHERS s 4' -0' 0.C. (DIv. 3 SHEET A -I) EXCEPT AS NOTED ON SHEARWALL SCHEDULE l' MN. EMBED. (2) •4 BAR a TOP • HEIGH T VERT. SHEET B WAL AR L a p' oc, FULL (DIV.3 SHEET A -I) 5 VERT. J -BARB 8' oc (Div. 3 SHEET A -I) •4 HORL BAR s 10' oc (DIY. 3 SHEET A -I) •4 BARB D'oc 2' -6' }DIV 3 SHEET A -U TIGHTLINE 1 1 0 03300- 00000-01 1 DAMP PROOFING ( Div l SHT AI) 2' CLEAR (4) N BAR CONT. (Div. 3 SHEET A -II SOLID SUBSTRATE ' PER. FT'G. DRAIN W/FILTER (DIY IN 24' . 1 SHE GRAVEET A -U L BED. TYP IV b SH. FLOOR EET FRAMING PER PLAL (D A -U TREATED MUD SILL SEE FOUNDATION DETAIL(5) 03300 - 00000 -26 TYP. EXTERIOR WALL CONSTRUCTION. PER PLAN (Div. 6 SHEET A -I) LOCATE SHEATHING JOINT e COMMON MEMBER RIM BOARD TTP. EXTERIOR WALL CONSTRUCTION. PER PLAT (DIv. 6 SHEET A -N A I LOCATE SHEATHING JOINT e ION TITLE JOB 50. SHEET D1 3/4 =Y -O' 2x6 TYP. DECK CROSS SECTION NOTE: DELETE RAIL WNEN FINISHED DECK ELEVATION 15 30' OR LE. - ABOVE FINISHED GRADE- 2x2 a+ 5 r,;&&4-.R DIST. BTUN NOT TO SOLID BLOCKING- OVER SUPPORTS 5/4 x 4 TK CDR DCKB ATTACH LEDGER W/ 2 ROWS OF IR• LAG BOLTS AT I6' cc TYP. TJI FLOOR FRAMING PER PLAN 2x PONY WALL 4x BEAM (SIZE TO REDUCE NUMBER OF POSTS . 2 STORY CONDITION OR WNEN POSTS EXCEED 4' IN LENGTH SCAB W/ 2x4 EA SIDE 2x C GREATER DEPTH THAN JOISTS) FINISH LANDSCAPE GRADE TOP OF PIER FLUSH WITH FIN. SUB GRADE (3' BELOW FINNISH LANDSCAPING) ON SOLID SUBSTRATE 08200 - 08770 -19 TJI L II ° SECTION ® BEAM 10 3/4=f -0' L HEADROOI MIN 6• -8' WIDTH MIN. 3 PER UBC 10065 2. TREADS 9' MN. DPTH, RISERS 8' MAX HEIGHT 3. HANDRAIL MN. 34 I I MAX 38' ABOVE TREAD NOSING: HANDRAIL I IR' MN TO T' MAX CROSS SECTION DIMENSION N 11/2 MN. CLEAR FROM WALL, RETURdJ RAIL ENDS PER IBC SEL 1006.9 STAIR SECTION DETAIL 3/4'=T-0' FRAME OVER WALL DETAIL FRAM. FM RAN M. 48'0.4 AT OUTSIDE FACE OF WALL 2' MN. CLR FOR VENTB_ATIOI BLOCKPY BEAM PER PLAN RAFTERS PER FLAN 2x BLC XIG SKYLIGHT, SIZE HER PLAN. PROVIDE FLASHING AS RECOT'@UED BY TFG. uu CUB TIP. .4 s ROOF AND FRAMING MEMBERS TYP- GO .. CEILING ROOF FRAM. FER P.AN 06100- o7aoo -15 081130•0730047 SKYLIGHT FLARE WELL DETAIL 11 3/a 4.-o• 07300-06100-01 L WALL STUDS BEYOND COL JST, BLOCK AS NEEDED SEE PLAN SEE PLAN FOR TYP. RISE t RUN DPB SIONS 3/4' PLYWOOD RISER I WV HARDBOARD TREAD WITH EASED NOSING 3 2x STRAUB. TYP. UNO. CENTER STRINGER MATH 2 - 2x4 STRONG BACK TYP. NAIL WALL STRNGERS 111/ (2)16d TO WALL STUDS 5/8' TTPE 7c' GWB. AS REOIIRED SEE NOTES BELOW 2x KICKER RATE 4- INSTALL FIRE BLOCK. STRINGERS TOP BOTTOM N ADJACENT WALLS/ PER UDC SEC 1032 5. COVER USABLE SPACE UNDER STAIR WITH 518 ",ITPE AFL PERU' 2 LAYERS. LEILNRs'AREA -PER UBC b03339 '.. 6. INTERMEDIATE BALUSTERS SHALL BE SPACED 4' APART NET OPENING PERUBC SEC' 5093 EAVE DETAIL 3/4=1-0 GABLE END DETAIL 3/4W-0" GABLE END DETAIL 3/44-0* TYPICAL ROOF CONSTRICTION TYPICAL FLOOR CONSTRICTION HI .48 Oa AT OUTSIDE FACE O: WALL WO ON SHEAR WALL SCHEDULE 2X BLOCKING WITH (3) 2' 0 HOLES WITH SCREEN ✓ D Eigart \ELEV. 4 EXPOSED RAFTER TAIL i TYP- GUTTER mole PER PLAN FASCIA PER ELEVATION TTP. EXTERIOR WALL CONSTRICTION 4 TYPICAL ROOF CONSTRUCTION TRIM PER ELEVATION BARGE BOARD PER ELEVATION 2X4 BACKER FOR BARGE - NAIL THRU SKIP SHEATHING WITH 16d . OL. TYP. 254 OUTRIGGERS . 4' OL. WITH 2X2 BETWEEN FOR TRIM TYP. EXTERIOR WALL CONSTRUCTION TYPICAL ROOF CONSTRUCTION 06100- 07300-0e 06100- 07300 -12 TRIM PER ELEVATIONS BARGE TYP. SEE ELEVATION 2X4 BACKER FOR BARGE - NAIL THRU SHEATHNG WITH 1631. O.C. TYP. 2x4 OUTRIGGERS . 4' 0c. WITH 2x2 BETWEEN FOR TRIM BLOCKING AT CEILING LINE 2x4 LEDGER . INT, CEILING LNE (TYP. EXTERIOR WALL CONSTRUCT., BALLOON FRAME GABLE END WALL 06100 07300 - 13 HI a 48' FACE F WALL LNO OUTSIDE SHEAR O al SHEAR WALL SCHEDULE 2X BLOCKING WITH (3) 2' 0 HOLES WITH SCREEN • *T. &•T.T� II�iQ�IK�IR�1_ SEE ELEVATION ., 1 i EXPOSED TRUSS TAIL OVERHANG 1 .00 PER FLAN N ® EAVE DETAIL 3/4 =T-j -i- EAVE DETAIL 3/4'=T -O' EAVE DETAIL 3/4=T -O' SEE ELEV. BAFEL - EMEND 6' ABOVE BATT. INSUL. OR IY ABOVE BLOM NSUL. (TYP. ROOF CONSTRICTION) 2' MIN. CLR. FOR VI NING lTYP. GUTTER/ FASCIA PER ELEVATION Cr,. EXTERIOR WALL CONSTRICTION) BAFFEL - EXTEND S ABOVE BATT. NSUL OR IT ABOVE BLOWN NSUL. (TYP. ROOF CONSTRUCTION Y M3L CLR FOR VENTING HI . 48' OL. AT OUTSIDE FACE OF WALL UNO ON SHEAR WALL SCHEDULE 2X BLOCKING WITH (3) 2' HOLES WITH SCREEN SEE ELEVATION EXPOSED RAFTER TAIL (TYP. GUTTER/ FASCIA PER ELEVATION (TIP. EXTERIOR WALL CONSTRICTION) BUFFEL - EXTEND 6' ABOVE BATT. NSUL. OR U' ABOVE BLOWN INSUL CT,. ROOF CONSTRICTION) T MN CLR FOR VENTING H I s 48 O.C. AT OUTSIDE FACE OF WALL MOON SHEAR WALL SCHEDULE 2X BLOCK. WITH 03)2' 0 H OLES WITH SCREEN EXPOSED TRUSS TAIL (TYP. GUTTER) FASCIA PER ELEVATION (TYP. EXTERIOR WALL CONSTRUCTION) TYPICAL ROOF CONSTRICTION 2' MIN CLR FOR VENTING H I . 48' OL. AT OUTSIDE FACE OF WALL LINO ON SHEAR WALL SCHEDULE 2X BLOCKING WITH (3) 2' 0 HOLES WITH SCREEN Imo• SEE � \ 2X8 BLOCKING TYP. WIN EXPOSED RAFTER TAIL II TYP. GUTTER -0 OVERHANG 1 PERK FASCIA PER ELEVATION TYP. EXTERIOR WALL CONSTRICTION 06100 - 07300.01 . 08100- 07300.02 0600.0730003 RECEIVED CITY OF TUKWILA PER/Al 08100- 07300.04 oo (0 ,5 co co co cos ¶ * c _ _ n N .I • C0 v TITLE JOB NO SHEET D2 TYP. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE TJI BLOCKING TYP. TJI FLOOR CONSTRUCTION pz000 zqg SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/•=1 -0° 17070- 0617016 TOP PLATE NAILING PER SHEAPoW+LL SQgDLE BOTTOM PLATE NAILI. PER S€ARUALL'.,GTEDJLE PANEL EDGE 4 FIELD NA/LW- PER SCHEDULE TJI BLOCKING TYP. TJI POOR LOYTRJCTIOJ TYF. WALL COSTR.I. MRTlt WALL SHEARING PER SCHEDULE SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4=f - 17070.06170m BOTTOM PLATE NAILRG FER S EARLS._ SCHEDULE PANEL EDGE t HELD NAILING FER SCHEDULE TJI FLOOR JOISTS PER RAN ALIGN TJI FLOUR JOIST W. WALL TOP PLATE NAILING PER...MALL 50.1 . ULE TYP. TJI FLOOR COSTTdGIIOt TYP. WALL CONSTRICTION WITH WALL SHEATHING FER SCHEDULE SHEAR WALL PARALLEL TO FLOOR JOISTS 1707006770.06 NAIL FLOOR SEAT.* THIS AREA WITH de b'oc EDGES I0 de i0'oc FIELD BLOCK ALL EDGES 10deb'oc RYUKX D TO BLOCKING BOTTOM RATE NAIL. PER % FAN, W I �FEDIAE PANEL EDGE t FELD NAILNG FER SCHEDULE TJI BLOCK. BLOCK ALL EDGES PANEL EDGE t FELD NAILRG PER 505EDULE TOP PLATE MLR& PER SHEARINI SLFEDILE TYP WALL CONSTRUCTION WITH WALL SI- EATHRG PER SCHEDULE NAIL FLOOR SHEATHING THIS AREA WM dD d e b or.. EDGES ode WI BLOCK ALL EDGES BOTTOM PLATE NAIL. PER SHEARUALL SCHEDULE PANEL EDGE N FIELD NAILNG PER SCHEDULE TJI FLOOR JOISTS PER PLAN TJI BLOCKING a ALL PANEL EDGES PANEL EDGE E FIELD NAILING FER SCHEDULE TOP PLATE NAIL. PER SNEARIWLL SCIEDILE TYP. WALL CONSTRICT ION WITH WALL SHEATHING PER SCHEDULE SHEAR WALL PARALLEL TO FLOOR JOIST - OFFSET CONDITION 3/•=f-0• 17070. 0617010 STANDARD SHEAR DETAILS & SCHEDULE 3/4=f -0' SHEAR WALL HOLDOWN EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4=f - 17070- 013170 -01 \ 1 / /44-U TYP. WALL CONSTRICTION WITH WALL SHEATH. FER SCHEDULE TYP. TJI FLOOR CONSTRICTION BOTTOM FLARE NAILING PER SHEARUALL SCHEDULE 10 d NAIL a b'oc RYUD. TO RIM JOIST PANEL EDGE 1 FIELD NAIL. PER SCHEDULE 10 d NAIL a 6' oc RYIUD. TO TJI BLOCKING TOP PLATE NAILING PER SHEARUALL SCHEDULE TTP WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE SHEAR WALL PERPENDICULAR 3 TO FLOOR JOIST - OFFSET CONDITION CANTILEVERED FLOOR JOIST 3 /4'=f - 17070-06170-09 7 3/4 =f-0 17070- 0617017 TYPICAL WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TYP. TJI FLOOR CONSTRUCTION BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE TOP PLATE NAILING PER SEAWALL SCHEDULE ANCHOR BOLT PER SCHEDULE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS SHEAR WALL PERPENDICULAR TO FLOOR JOISTS © FOUNDATION flFICAL WALL CONSTRICTION WITH WALL SHEATHNG FER SCHEDULE TYP. TJI FLOOR CONSTRICTION BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE TOP PLATE NAILING PER SNEARUALL SCHEDULE ANCHOR BOLT PER SCHEDULE SEE AR DETAILS FOR FgdNDA1GN CONDI710N5 SHEAR WALL PARALLEL TO FLOOR JOISTS ® FOUNDATION EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 3/44 17070- 06170 -02 \ G / 3/4 of 17070 - 03300 -02 TYP. TJI FLOOR CONSTRICTION TYP. EXTERIOR WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE TOP PLATE NAILI. PER SHEARUALL SCHEDULE CRIPPLE WALL (Dlv. 6J SHEATH CRIPPLE WALL SAME AS SEAWALL ABOVE SEE ARCH DETAILS FOR FOUNDATION CONDITIONS SHEAR WALL o CRIPPLE WALL 3/4' 4 17070-03306 -03 CRIPPLE WALL (Div. 6J SHEATHING PER SCHEDULE PANEL EDGE N FIELD NAILING PER SCHEDULE ANCHOR BOLT PER SHEARWALL SCHEDULE TV •4 BAR CONT. (Div. 31 NOTE- ALL INFORMATION ON THIS SHEET 15 NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE WITH PLANS. 1107003300 -03 SHEAR WALL ® CRIPPLE WALL INTERIOR 17070- 06170 -24 4 3/4=P - gpq F Thou I'ERMlr E'R U [[ Z j Q � U � 00= Q >0�Q = Z � ��wU L� L 0. = 0 w LIJCO 0 F- w U Z = H d CT W Z W "gig d OW�ir W �SQ w QJ� W fr WQU W F n W D � I W ngi! ( CDFZ0 z z `, WU Q� O2 O Q ZQZ¢ d ODU O Q — C7JWFJg QQZILd (n 50 DUc w n0 Z 1 —�ZWO] O O}W <0 n zr -CSQm = SHEET si TJI JOIST DETAILS 13 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' =Y-0' TIP. LLW.L CONSTRICTION WITH WALL SHEATH!. PER SCHEDULE DOUBLE STUD BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE BLOCKING AND FILLER BLOCK DOUBLE JOIST OR BEAM PER PLAN 17070. 08170-29 HOLDOWN STRAP AT FLOORS 1� DRAG STRUT CONNECTION 3/4' =1 - 17070-08170-28 3 /44-0' L UPPER WALL TO LOWER ROOF CONNECTION 3/4'=1 -0' STANDARD SHEAR DETAILS & SCHEDULE 1707008170-31 7710806610 -30 �INTERIOR SHEARWALL TO ROOF COND. HOLDOWN STRAP 0 FLOORS 3/47=f - 17000. 08100.06 3/4'4 17070- 08170-20 L 3/4'=f -0 PLYWOOD ROOF CONDITION ® SHEAR WALL 0 GABLE END 3 /4'=f -0' L NOTE USE 058 ON ROOF TRUSS PER PLAN WITH SHEATHNG PER SHEARWALL SCHEDULE Ibd TO MATCH SHEAR - WALL NAIL. BELOW 2012 WITH Ibd TO MATCH SHEARUALL NAILING BELOW INTO TOP PLATE PANEL EWE FIELD NAILING PER SCHEDULE TYR WALL CONSTRICTION WITH WALL SHEATHNG PER SCHEDULE (22 b d d NAIL a 4' oc. a EA OUTRIGGER B d NAIL eb' oc. TO TOP CHORD BLOCKING 2x BARGE 4 k3 TRIM 2x4 BACKER FOR BARGE NAIL THROUGH SKIP SHEATHING WITH 16d 204 OUTRIGGERS .4 O.C. WITH JOIST HANGER • TRUSS GABLE END TRUSS A35 CLIP PER SHEARWILL SCHEDULE TYPICAL ROOF CONSTRICTION TIP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE 17000 - 08100 -18 3 /4'=f -D' ® SHEAR WALL 0 EAVE 17600. 08160 -1s 3/4'= '-0' L PLYWOOD ROOF CONDITION (2) 5TUD5 AT EACH STRAP BOTTOM PLATE NAIL. PER SHEARWALL WHEDIULE STRAP PER PLAN SHEAR WALL SCHEDULE 1 I/4' TIMBERSTRAND LSL RIM BOARD PANEL EWE 4 FIELD NAIL. PER SCHEDULE TYR EXTERIOR WALL CCNSTRUCTICN W. WALL SHEATHING F'ER SCHEDULE TTP. TJI FLOOR CONSTRICTION TYPICAL ROOF CONSTRUCTION H25 TIE a EA TRUSS L530 a 45' oc d e.6' oc. 0 BLOCK. BLOCKING R ARCH. DETAILS !f:T: LL SCHEDULE W. MS 7 PER PLAN T YP. EXTERIOR WALL CONSTRUCT!. WITH WALL SHEATHING PER SCHEDULE NOTE ALL INFORMATION ON THIS SWEET 15 NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE WITH PLANS. 17000. 08100 -04 \SCV _z ... itS 17000-08100.06 QJ .CFTU KWILA FERMITCEPITER (n S SHEET Oo O U TITLE JOB NO TJI JOIST DETAILS 02)08/0 SHEARWALL SCHEDULE 5R1 1 B stiroN aoca 1.11 (11191A N,O0 aPX:13 91109 NOHOW 31V1A1 T119 BLOCKING TO TOP PL. NAILING 2x JOI9T9 91.9101" Iri 9141 11 1d A101 01 VNI>100 L 9N111VN 91111AI W01100 '4H 2,104 .4o=naroi nr 010 TISIVITOTV YES 5/6' • 48' A35 16d a 12' 6d • 12' 100 ,F GI -4 I/2' GUNS ONE SIDE ONE SIDE 5/8' OR 5d COOLER FOR 1/2' YES 5)8' a 48' NAIL • 42' A35 33 Ibd • W 16d a 10' I25 PLF 0-1 I/l' •LB TWO SIDES bd YES 5/8' a 48' 20' 6d a 8' 1661 a 6' G2-4 OR COOLER YES 5/8 48' 20' Ede 6' !6d • 5' 5/8' CAB TWO SIDES FOR 5/8' PN6A YES 5/8 48' 20' 6d a 5' 16d a 5' 150 PLF PI -6 YES 5./8 a 48' 14' 6d a 5' Ibd a 5' 240 PLF PI -4 1/16' 058. YES 5/8' • 32' 12' 6d • 4' ! d e4' 350 PLF P1 -3 ONE S IDE YES 5/8' a 24' Ibd s 3' I. a 3' i 450 PLF R- 3��U5E 3x SPJDS' PANEL EDGES - ° 345 PLF 8d TES 5/8' a 16' PI 2 USE 3x STUDS CCTMON 135' 1/i6' 0.513. 111/0 SIDES DIA (2) S (2) ROWS P2 -4 STAGGER °.,1EATHNG JOINTS WO/ STUDS• YES 5/8' a 6' A35 CLIPS •1' lbd a 4' Ibd • 4' S 100 PLF PANEL EDGES (2: ROWS l22ROWS P2 -3 YES 5/8' a R' ® A35 CLIPS 6d • 3' S d • ACWERED DEL RIM 900 PLF IWS44-4 MYER-MISER HARDBOARD, SONG 8d CO•A,ION NO 5/8' a 48' 12' 6d • 5' 16d a 5' 202 PLF 1?FR PM/ 2319 q - r FOUNDATION SHEAR WALLS Scab 1/8'.1°_0' SYMBOLS & LEGEND a.. . PONT LOAD FROM ABOVE PONT LOAD FRCYI ABOVE W/ LOADING POINT LOAD TR ..ERTh DOWN POINT LOAD TRANSFERNG DOWN W/ LOADING r " 4 +lA1JGER POINT LOAD TRANISFEIED BY KICKER f �> HOLD DOWN WITH SIZE DESIGNATION �! VERTICAL STRAP WITH SIZE DESIGNATION @ T TO BE USED ON ,00R BE_I OB HORIZONTAL STRAP WITH SIZE DESIGNATION NDICATE5 BEAM CALCULATION WITH l'J IN DEXE D t�!HBER — .. —..- „ro:� EJCTI3NT OF SHEAR AAL.L TYPE OF SHEAR WALL.. I T WALL ABOVE M=MC WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED N THESE DRAWINGS. SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS PROVIDE soup 79LOCKIL a UNDER WALL ABOVE_ 2 II/I6' x 11 1/s' POL RIM 1 SHEAR NOTES UNLESS OTHERWISE NOTED DESIGN CRITERIA L SEE CALCULATIONS FOR DE5IC34 CRITERIA GENERAL NOTES 1 ALL SNP - ARUM -LS MOM ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEYcL (TYPICALLY MOWN SHADED) 2 ANCHORAGE LS FOR 5 EAROl v I S(PANELS) ONLY, WHERE. PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED s 76' OG.(MIN) PER TABLE 23 -i-2. 3. WERE PORTIONS OF WALLS AIE NOT DESIGNATED AS SHEAR PANELS THEN SFEAR DETAILS DO NOT APPLY. FOLLOW MN. UBL_ REQUIREMENTS. 4. PROVIDE TWO STUDS AT ALL HOLD DOWN LOCATIONS. 5. SEE MANUFACIURER'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF WOLDOUN, STRAP, AND CONVECTOR FOR PROPER INSTALLATION. 6. ALL PLYWOOD OR C-YPSUMSFEARUQLLS SHALL ES APPLIED HORIZONTALLY OR VERTICALLY ON 5TLID5 EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND $LOCKED PER SCHEDULE. 1. DO NOT OVERDRIVE NAILS NTO SHEATl4445. 8. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS FIE -AFFR 'VW BY THE BUILDING OFFICIAL ROOF 4 FLOOR S1-EA i HINC L ROOF S!-EATHNC= T/16' 058 APA RATED SHEATHING (24/0). LAY UP W/ MINIMUM 1/8' CLEAR BETILES•: PANELS TO ALLOW FOR 5PANSLON_ NA1L5 SHALL BE se AT 6' cc AT FAME.- EDGES AND IY Oc AT INTERIEDIATE SUPPORTS- FROVIDE EDGE CLIPS 'e 24' O.G. a ALL UNSUPPORTED ALLOWABLE DIAPHRAII SPEAR= 180x0.82= I42pef 2. FLOOR SFEATHINY 314' CDX Tta APA RATED PLYWOOD (40/24) NAILED AND GLUED. ADI -ESIVE SHALL CONFORM TO APA SPECIFICATION AK- 01. PROVIDE T4G EDGES AT LONG PANEL EDGES. HALM SHALL BE 10d AT 5' oc AT PANEL EDGES AND 10' oc AT INTER`EDL4TE SUPPORTS. ALLOWABLE DIAPI4RANI SHEAR= 2I5x0.82.fllpef 3. PLYWOOD SHALL BE LAID UN FACE GRAIN PERPENDICULAR TO SUPPORTS AND END MAIN FLOOR SHEAR WALL Sreb VBI'0• 172 E TYP AT RE&R44LL 12E31GNATION6 iROVif UPPER FLOOR SHEAR WALLS TYP AT SEAWALL DE8IQLATION6 ApprOkiED PERMIT CENTER L4 z ti TITLE co r) c LO Ln CO 'w 0) o •G n [V v�L9 � > co m � • JOB NO 9908522 BASE PLN B2000-063 SHEET S3 99085.22 iv1:\KAA\99\99085\9908522 02-25-2000 09:27:13 Sheet: LS Workstation: MattM